Parks, Forestry and Recreation - Toronto bridge railings not ... all work shall meet the minimum...
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Transcript of Parks, Forestry and Recreation - Toronto bridge railings not ... all work shall meet the minimum...
KEY PLAN
LEGEND
ELEVATION1
SECTIONA
1 1
1 1
LIST OF DRAWINGS
GENERAL NOTES APPLICABLE TO ALL DRAWINGS
PLAN
ESTIMATED QUANTITIES
WEST APPROACH/PATHWAY
EAST APPROACH/PATHWAY
CLOSEOUT NOTE:
WARRANTY NOTE:
Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
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HSS 152x152x6.4
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HSS 203x203x9.5
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HSS 64x64x4.8
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HSS 127x76x4.8
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HSS 102x102x6.4
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HSS 102x102x6.4 U/N
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HSS 203x203x9.5
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DIAGONAL BRACE
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HSS 76x76x4.8
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HSS 203x152x9.5
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HSS 102x102x6.4
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C/L BRIDGE
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5
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DETAIL
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4
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4
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4
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40x140 WOOD RUB RAIL
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40x140 WOOD RUB RAIL
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38mm SEMI-CIRCLE x 3.2mm THICK VERTICAL SAFETY RAIL @ 100mm C/C MIN CENTERED IN POSTS WEATHERING STEEL
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127
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95
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MADATORY REQUIREMENT COLD FORMED ANTI-SLIP STEEL DECK PLANK, 3 THICK (12 GAUGE), (5 GAP BETWEEN PLANKS) WEATHERING STEEL
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EXISTING BRIDGE RAILINGS NOT SHOWN FOR CLARITY
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WP 2 C/L BRIDGE STATION 1+000 ELEV 160.95
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WP 1 C/L ABUTMENT BEARING STATION 0+995 ELEV 160.80
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WP 3 C/L ABUTMENT BEARING STATION 1+005 ELEV 160.80
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EXISTING STEEL CULVERTS
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EX C/L PROFILE CREEK BED
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EXISTING ASPHALT PATHWAY
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EXISTING ASPHALT PATHWAY
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EXISTING CONCRETE RETAINING WALL DOWNSTREAM TO REMAIN UNDISTURBED
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EXISTING CONCRETE RETAINING WALL DOWNSTREAM TO REMAIN UNDISTURBED
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EXISTING CONCRETE CURB ABOVE ASPHALT PATHWAY
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EXISTING CONCRETE FACE/WALL
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2%%%
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4%%%
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MATCH EXISTING ASPHALT PATHWAY
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MATCH EXISTING ASPHALT PATHWAY
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TOP EXISTING BRIDGE DECK @ 160.62±
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150 (POSITIVE CAMBER 3% MAX)
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ESTIMATED W/L @ 159.70± (MAY 2014)
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U/S WEST ABUTMENT @ 158.165 SAFE ALLOWABLE SOIL PRESSURE 150 kPa (3132.8psf)
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160.80
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160.70
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160.75
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2%%%
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FINISHED GROUND PROFILE
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FINISHED GROUND PROFILE
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160.80
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160.61
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160.80
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160.80
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160.70
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U/S EAST ABUTMENT @ 158.165 SAFE ALLOWABLE SOIL PRESSURE 150 kPa (3132.8 psf)
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4%%%
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END OF BOREHOLE 5.03 BELOW GRADE
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BH1
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BLOWS/0.152m
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2.74 BELOW GRADE
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1.07 BELOW GRADE
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0.25 BELOW GRADE
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GREY SANDY SILT TILL - trace of clay & gravel, occasional wet seams, moist, compact.
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GREYISH BROWN SANDY SILT TILL - trace of clay & gravel, moist, loose to compact.
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FILL - dark brown to brown sandy silt, some to trace of topsoil & roots, occasional pockets of topsoil mixed soil, moist.
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TOPSOIL
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3 3 4 3
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2 1 3
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7 9 17
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11 11 15
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5 7 10
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7 9 11
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END OF BOREHOLE 5.03 BELOW GRADE
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BH2
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BLOWS/0.152m
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2.13 BELOW GRADE
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0.81 BELOW GRADE
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0.25 BELOW GRADE
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GREY SANDY SILT TILL - trace of clay & gravel, occasional wet seams, moist, compact.
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GREYISH BROWN SANDY SILT TILL - some to trace of clay, trace of gravel, moist, compact.
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FILL - dark brown to brown sandy silt, some to trace of topsoil & roots, pockets of topsoil mixed soil, moist.
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TOPSOIL
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2 2 4 3
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3 4 9
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10 14 14
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7 9 12
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8 9 10
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17 13 15
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ANY REQUIRED PATHWAY BACKSLOPE RESTORATION AS PER MANICURED LAWN SURFACES (152 TOPSOIL & NURSERY SOD)
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ASPHALT ACCESS/PATHWAY 35 HL3 40 HL8 152 GRAN 'A' or 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS 305 GRAN 'B'
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U/S PILES @ ELEV. 154.911
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U/S PILES @ ELEV. 154.911
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2%%%
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2%%%
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DRY WEATHER CHANNEL 1000 WIDE, C/L ELEV 159.50
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NEW ROUNDED STONE LINED CHANNEL. ROUNDED STONE SHALL BE A MIXTURE OF: -50% 152 ROUNDED STONE AND-50% 203 ROUNDED STONE AND SHALLHAVE GRANULAR 'B' INFIL. DEPTH OF NEW ROUNDED STONE SHALL BE 610.
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EX C/L CREEK BED ELEV 159.50±
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ANY REQUIRED PATHWAY BACKSLOPE RESTORATION AS PER MANICURED LAWN SURFACES (152 TOPSOIL & NURSERY SOD)
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ASPHALT ACCESS/PATHWAY 35 HL3 40 HL8 152 GRAN 'A' or 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS 305 GRAN 'B'
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3:1
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3:1
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Asphalt
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Asphalt
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160.97
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160.52
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160.31
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159.51
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159.48
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159.56
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160.99
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160.90
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160.64
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160.66
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160.70
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160.75
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160.69
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160.59
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160.60
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160.57
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160.60
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160.58
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160.56
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160.30
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160.46
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161.18
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160.90
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160.92
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161.24
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161.20
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160.94
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161.16
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161.16
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160.91
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160.94
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160.90
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160.89
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160.68
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160.64
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160.65
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161.19
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160.70
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160.62
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161.20
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160.68
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160.72
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160.63
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160.62
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161.19
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161.20
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160.91
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161.21
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161.21
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160.97
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161.23
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161.20
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161.22
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160.97
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160.94
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160.76
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160.27
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160.60
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159.36
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160.17
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160.71
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160.55
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160.65
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160.72
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160.62
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160.71
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160.59
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160.60
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Top
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Top
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160.75
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161
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160.75
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160.75
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161
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160.75
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160.75
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161
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160.5
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160.25
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160
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159.75
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EDGE OF CREEK
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EDGE OF CREEK
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EXISTING GABION WALL
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EXISTING GABION WALL
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Top 160.81
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CONC RETAINING WALL
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EXISTING CONC RETAINING WALL
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Top 160.42
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Inv. 159.48
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Inv. 159.50
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Top 161.18
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Top 161.22
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EX CONCRETE
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Top 161.21
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EX METAL RAILING
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EX METAL RAILING
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EX CONCRETE
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Grass
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Grass
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Grass
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Grass
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FLOW
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FLOW
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BLACK CREEK
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BLACK CREEK
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TRUE NORTH
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CONSTRUCTION NORTH
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WP1 STA 0+995 ELEV 160.80
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WP2 STA 1+000 ELEV 160.95
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WP3 STA 1+005 ELEV 160.80
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NORTH PARK TRAIL
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NORTH PARK TRAIL
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NEW ASPHALT APPROACH
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NEW ASPHALT APPROACH
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160.80
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160.75
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160.70
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2%%%
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2%%%
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160.80
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160.70
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160.61
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4%%%
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4%%%
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BH#2
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BH#1
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EXISTING
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160.67
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160.71
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160.60
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160.58
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160.67
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160.71
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160.70
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SOUTH SIDE OF WEST ABUTMENT, 1000Lx1000Wx1000D MIN. TO 2000Lx1000Wx1000D MAX. GRANITE BLOCKS. 4 BLOCKS ±DETAILS ON SHEET No. 7
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160.55
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160.30
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NORTH SIDE OF WEST ABUTMENT, 1000Lx1000Wx1000D MIN. TO 2000Lx1000Wx1000D MAX. GRANITE BLOCKS. 4 BLOCKS ±DETAILS ON SHEET No. 7.
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161.25
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160.75
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NORTH SIDE OF EAST ABUTMENT, 1000Lx1000Dx1000W MIN. TO 2000Lx1000Dx1000W MAX. GRANITE BLOCKS. 6 BLOCKS ±DETAILS ON SHEET No. 7.
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160.80
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161.00
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161.00
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160.58
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160.58
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160.67
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160.67
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160.65
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161.00
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160.50
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SOUTH SIDE OF EAST ABUTMENT, 1000Lx1000Dx1000W MIN. TO 2000Lx1000Dx1000W MAX. GRANITE BLOCKS. 4 BLOCKS ±DETAILS ON SHEET No. 7.
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160.65
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OVERHEAD WIRES
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OHW
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DENOTES
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HORIZONTAL CONTROL MONUMENT
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HCM
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DENOTES
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TOP/TC
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TOP OF CURB/RETAINING WALL/BRIDGE
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DENOTES
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CATCH BASIN
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CB
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DENOTES
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CUT CROSS
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CC
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DENOTES
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MAINTENANCE HOLE
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MH
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DENOTES
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CONCRETE/FRAME LIGHT
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LAMP
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DENOTES
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BENCHMARK
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BM
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DENOTES
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EXISTING SPOT ELEVATION
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DENOTES
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NEW FINISHED ELEVATION
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DENOTES
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160.21
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160.21
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WORKING POINT
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WP
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DENOTES
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CENTRE LINE
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C/L
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DENOTES
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TOP OF BRIDGE ELEVATION
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DENOTES
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160.21(T)
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UNDERSIDE OF BRIDGE ELEVATION
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DENOTES
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160.21(US)
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INVERT OF PIPE
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DENOTES
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INV
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1
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SCALE - 1 : 75
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0.75
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0
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1.5m
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GENERAL PLAN
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NOT TO SCALE
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SCALE 1:75
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LOOKING UPSTREAM
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SCALE 1:25
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Sheet No. 1
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GENERAL PLAN
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Sheet No. 2
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EXISTING SITE PLAN DEMOLITION PLAN MATERIAL SITE STORAGE PLAN
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1.BENCHMARKS: BENCHMARKS: ELEVATIONS SHOWN HEREON ARE GEODETIC AND ARE REFERRED TO THE CITY OF TORONTO BENCHMARK NO. NY-18034 HAVING A PUBLISHED ELEVATION OF 174.801 METRES. 2.RESERVED. RESERVED. 3.THE CONTRACTOR SHALL CONSTRUCT TEMPORARY MEASURES TO CONTROL SILT ENTERING THE RIVER THE CONTRACTOR SHALL CONSTRUCT TEMPORARY MEASURES TO CONTROL SILT ENTERING THE RIVER DRAINAGE SYSTEM IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. STRICT ADHERENCE TO THE GUIDELINES ON EROSION AND SETTLEMENT CONTROL FOR URBAN CONSTRUCTION SITES PREPARED BY THE MINISTRY OF NATURAL RESOURCES ARE A MANDATORY REQUIREMENT OF THIS CONTRACT. THESE MEASURES ARE TO BE INSTALLED PRIOR TO COMMENCING ANY CONSTRUCTION FOR THIS PROJECT AND ARE TO REMAIN IN PLACE UNTIL CONSTRUCTION HAS BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE APPROVED EROSION AND SEDIMENT CONTROLS MUST BE MONITORED REGULARLY. IN THE EVENT THAT THE CONTROLS ARE NOT PERFORMING ADEQUATELY, THEY MUST BE REPAIRED OR ENHANCED IMMEDIATELY AND THE TRCA MUST BE NOTIFIED. 4.NO DRAIN CONNECTIONS WILL BE PERMITTED INTO ANY ADJOINING STORM OR SANITARY SEWER SYSTEMS. NO DRAIN CONNECTIONS WILL BE PERMITTED INTO ANY ADJOINING STORM OR SANITARY SEWER SYSTEMS. 5.ALL WORK SHALL MEET THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE CITY OF TORONTO AND THE ALL WORK SHALL MEET THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE CITY OF TORONTO AND THE PROVINCE OF ONTARIO. 6.THE CONTRACTOR IS TO RECEIVE APPROVAL FROM THE OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THE CONTRACTOR IS TO RECEIVE APPROVAL FROM THE OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS DOCUMENTS PRIOR TO CARRYING OUT ANY WORK UNDER THIS CONTRACT. THE CONTRACTOR MUST RECEIVE NOTICE IN WRITING FROM THE OWNER PRIOR TO STARTING CONSTRUCTION. UPON HAVING SATISFIED ALL THE CONTRACT REQUIREMENTS AND HAVING RECEIVED WRITTEN APPROVAL TO PROCEED, THE CONTRACTOR SHALL THEN NOTIFY THE CONSULTANT IN WRITING AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PRECISELY LAYING OUT HIS WORK AND SATISFYING NOTE 11 BELOW. 7.THE CONTRACTOR SHALL CARRY OUT FULL-TIME SUPERVISION OF HIS FORCES DURING CONSTRUCTION AND UPON THE CONTRACTOR SHALL CARRY OUT FULL-TIME SUPERVISION OF HIS FORCES DURING CONSTRUCTION AND UPON UPON THE COMPLETION SHALL ISSUE A CERTIFICATE OF COMPLETION OF WORKS WHICH SHALL STATE THEREIN THAT ALL THEREIN THAT ALL WORK HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
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8.THE CONTRACTOR IS REQUIRED TO SATISFY ALL THE REQUIREMENTS OF UTILITIES WHEN CROSSING UTILITIES. THE CONTRACTOR IS REQUIRED TO SATISFY ALL THE REQUIREMENTS OF UTILITIES WHEN CROSSING UTILITIES. THE CONTRACTOR MUST MAKE SATISFACTORY ARRANGEMENTS WITH THE UTILITY COMPANIES PRIOR TO CROSSING OR CROSSING OR UNDERCROSSING THE UTILITY SERVICES. INSTALLATION AND PROTECTION OF THESE UTILITY SERVICES ARE A MANDATORY REQUIREMENT OF THIS CONTRACT. 9.ALL ORGANIC, UNSTABLE OR UNSUITABLE MATERIALS BENEATH THE NEW CONSTRUCTION OR FOUNDATIONS MUST BE ALL ORGANIC, UNSTABLE OR UNSUITABLE MATERIALS BENEATH THE NEW CONSTRUCTION OR FOUNDATIONS MUST BE REMOVED AND THIS MATERIAL REPLACED WITH GRANULAR 'C' OR OTHER APPROVED GRANULAR MATERIALS ('A','B' OR 'M'). AN INDEPENDENT TESTING COMPANY, PAID FOR UNDER THE APPROPRIATE CASH ALLOWANCE, WILL CARRY OUT COMPACTION TESTING FOR THE CITY OF TORONTO. COMPACTION TESTS WHICH DO NOT SATISFY THE REQUISITE STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD) CALLED FOR IN THE SPECIFICATIONS WILL BE CHARGED TO THE CONTRACTOR. 10PLEASE SEE SECTION 00110 - PRICING SUMMARY OF THE CONTRACT DOCUMENTS FOR SUBSTITUTIONS UNDER THIS PLEASE SEE SECTION 00110 - PRICING SUMMARY OF THE CONTRACT DOCUMENTS FOR SUBSTITUTIONS UNDER THIS CONTRACT. 11.LINE, GRADE, FINISH ELEVATIONS AND FINAL 'AS-BUILT' DRAWINGS LINE, GRADE, FINISH ELEVATIONS AND FINAL 'AS-BUILT' DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT PRECISELY HIS WORK WITH STAKES, IRON BARS AND THE LIKE. IRON BARS AND THE LIKE. AND THE LIKE. COMPLETE ALL WORK TO FINISH ELEVATIONS SHOWN ON THE DRAWINGS ALL SUB-SURFACE WORK INCLUDING SEWERS, MAINTENANCE HOLES, CATCHBASINS AND LEADS: SHALL HAVE INVERTS ANDSIZE APPROPRIATELY SHOWN ON SIZE APPROPRIATELY SHOWN ON APPROPRIATELY SHOWN ON THE PLAN AND PROFILE DRAWINGS INCLUDING LENGTHS. THE STANDARD OF DRAFTSMENSHIP SHALL BE IDENTICAL AS TO THE CONTRACT DRAWINGS. THE CONSULTANT SHALL SUPPLY A COPY OF THE DRAWINGS IN 'AUTOCAD', LATEST VERSION TO THE CONTRACTOR.THE CONTRACTOR SHALL UPDATE THESE DRAWINGS IN 'AUTOCAD' LATEST VERSION. SUPPLY CERTIFIED ONTARIO LAND SURVEY (OLS) DRAWINGS IN 'AUTOCAD' LATEST VERSION UPON COMPLETION OF ALL WORK VERIFYING FINISHED ELEVATIONS, INCLUDING SEWERS, MAINTENANCE HOLES, CATCHBASINS AND LEADS INCLUDING SIZE AND LENGTHS. 12.THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE SITE, REPRESENTING THE EXISTING CONDITIONS, BEFORE THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE SITE, REPRESENTING THE EXISTING CONDITIONS, BEFORE COMMENCING WORK. 13.ABSOLUTELY NO TREES TO BE REMOVED UNDER THIS CONTRACT. PROTECT EXISTING TREES AT ALL TIMES. ABSOLUTELY NO TREES TO BE REMOVED UNDER THIS CONTRACT. PROTECT EXISTING TREES AT ALL TIMES. 14.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES UNDER THE OCCUPATIONAL HEALTH AND SAFETY ACT THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES UNDER THE OCCUPATIONAL HEALTH AND SAFETY ACT AS REQUIRED BY THE MINISTRY OF LABOUR. SEE DRAWING 2 FOR CONTINUATION OF NOTES
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SCALE 1:75
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STRIP EXISTING TOPSOIL AND REMOVE FROM SITE SAWCUT AND REMOVE ASPHALT PATHWAY @ MATCHPOINT STRIP EXISTING ASPHALT PATHWAY (INCLUDING BRIDGE ASPH) AND REMOVE FROM SITE SUPPLY AND PLACE NEW ASPHALT APPROACH/WALKWAY - 35 HL3 SUPPLY PLACE NEW ASPHALT APPROACH/WALKWAY - 40 HL8 SUPPLY AND PLACE NEW GRANULAR 'A' (OR CRUSHER RUN LIMESTONE) SUPPLY AND PLACE NEW GRANULAR 'B' SUPPLY AND PLACE 152 TOPSOIL FOR GRASSED AREA AND MANICURED LAWN AREA RESTORATION SUPPLY AND PLACE NATIVE SEED MIX AS PER RESTORATION NOTES SUPPLY AND PLACE NURSERY SOD FOR MANICURED LAWN RESTORATION
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STRIP EXISTING TOPSOIL AND REMOVE FROM SITE SAWCUT AND REMOVE ASPHALT PATHWAY @ MATCHPOINT STRIP EXISTING ASPHALT PATHWAY AND REMOVE FROM SITE SUPPLY AND PLACE NEW ASPHALT APPROACH/WALKWAY - 35 HL3 SUPPLY PLACE NEW ASPHALT APPROACH/WALKWAY - 40 HL8 SUPPLY AND PLACE NEW GRANULAR 'A' (OR CRUSHER RUN LIMESTONE) SUPPLY AND PLACE NEW GRANULAR 'B' SUPPLY AND PLACE 152 TOPSOIL FOR GRASSED AREA AND MANICURED LAWN AREA RESTORATION SUPPLY AND PLACE NATIVE SEED MIX AS PER RESTORATION NOTES SUPPLY AND INSTALL NURSERY SOD FOR MANICURED LAWN AREA RESTORATION
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7 SQUARE METRES
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50 SQUARE METRES
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30 SQUARE METRES
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30 SQUARE METRES
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30 SQUARE METRES
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30 SQUARE METRES
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20 SQUARE METRES
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7 SQUARE METRES
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40 SQUARE METRES
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30 SQUARE METRES
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30 SQUARE METRES
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10 SQUARE METRES
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20 SQUARE METRES
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3 SQUARE METRES
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3 SQUARE METRES
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20 SQUARE METRES
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20 SQUARE METRES
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156
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157
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158
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159
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160
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161
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10 SQUARE METRES
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THE CONTRACTOR IS TO PROVIDE ALL CLOSEOUT DOCUMENTS IN ACCORDANCE WITH THE CITY'S FRONT-END. IN ADDITION, THE CONTRACTOR IS TO ENSURE THAT ALL CLOSEOUT DOCUMENTS (INCLUDING MAINTENANCE AND OPERATIONAL MANUALS) ARE PROVIDED IN PDF.
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1.AT A MINIMUM, THE CONTRACTOR IS TO PROVIDE A TWENTY-FOUR AT A MINIMUM, THE CONTRACTOR IS TO PROVIDE A TWENTY-FOUR (24) MONTH WARRANTY PERIOD FOR ALL WORK UNDERTAKEN AS PART OF THIS PROJECT. 2.THE CONTRACTOR IS TO REFER TO THE DRAWINGS AND THE CONTRACTOR IS TO REFER TO THE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON EXTENDED WARRANTIES FOR SPECIFIC EQUIPMENT AND/OR WORK.
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MAY 2014
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EMB
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No.
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REVISIONS
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DATE
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BY
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DESIGN
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DRAWN
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CHECKED
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APPROVED
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DATE
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CAD
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6590Z29-1
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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1
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ISSUED FOR TRCA REVIEW
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MAY 30/2014
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JAM
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REPLACEMENT OF PEDESTRIAN BRIDGE No. 1 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-1
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6490/Z29-1
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2
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ISSUED FOR TRCA REVIEW
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AUG 06/2014
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JAM
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J.A. MITCHES
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100085848
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FEB 29/2016
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3
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ISSUED FOR TRCA REVIEW
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OCT 27/2014
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JAM
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4
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ISSUED FOR TRCA PERMIT
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MAR 04/2015
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JAM
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5
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ISSUED FOR TENDER
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JUL 03/2015
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6
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ISSUED FOR TENDER
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FEB 29/2016
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JAM
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BRIDGE No. 1
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162
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156
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157
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158
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159
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160
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161
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162
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A
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SAWCUT EXISTING ASPHALT 800 WIDE x 51 DEEP. SEE DETAIL ON SHEET 7.
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SAWCUT EXISTING ASPHALT 800 WIDE x 51 DEEP. SEE DETAIL ON SHEET 7.
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Sheet No. 3
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ABUTMENT DETAILS
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Sheet No. 4
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BRIDGE DETAILS
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Sheet No. 5A
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TEMPORARY WATER PASSAGE AND DAM SYSTEM
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Sheet No. 6
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PLANTING PLAN
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Sheet No. 7
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APPROACH DETAILS & CREEK CROSS SECTIONS
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1
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7
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7
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1
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7
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Sheet No. 2P
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PILE DETAILS
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DISTURBED BANK RESTORATION: APPLY MINIMUM OF 152 OF TOPSOIL. APPLY THE FOLLOWING NATIVE SEED MIX (CVC 7 - UPLAND NATIVE MEADOW MIX) TO THE NEWLY TOPSOILED AREAS, IN THE PERCENTAGES INDICATED: RUDBECKIA HIRTA - BLACK EYED SUSAN -10% - BLACK EYED SUSAN -10% -10% -10% ASTER CORDIFOLIUS- BLUE WOOD (HEART LEAVED ASTER)-01% - BLUE WOOD (HEART LEAVED ASTER)-01% -01% ANEMONE CANADENSIS - CANADA ANEMONE-01% - CANADA ANEMONE-01% - CANADA ANEMONE-01% -01% SOLIDAGO CANADENSIS- CANADA GOLDENROD-02% - CANADA GOLDENROD-02% -02% ASCLEPIAS SYRIACA- COMMON MILKWEED-02% - COMMON MILKWEED-02% -02% OENETHERA BIENNIS- EVENING PRIMROSE-25% - EVENING PRIMROSE-25% -25% EUTHAMIA GRAMINIFOLIA- GRASS LEAVED GOLDENROD-01% - GRASS LEAVED GOLDENROD-01% -01% CAREX GRANULARIS- MEADOW/OPEN FIELD SEDGE-15% - MEADOW/OPEN FIELD SEDGE-15% -15% ASTER NOVAE-ANGLIAE- NEW ENGLAND ASTER-01% - NEW ENGLAND ASTER-01% -01% ELYMUS RIPARIUS- RIVERBANK WILD RYE-40% - RIVERBANK WILD RYE-40% -40% CLEMATIS VIGINIANA- VIGINS BOWER-01% - VIGINS BOWER-01% -01% MONARDA FISTULOSA- WILD BERGAMOT-01% - WILD BERGAMOT-01% -01% (REFERENCE DOCUMENT: CREDIT VALLEY CONSERVATION SEED MIXES, VERSION 1.1, AUGUST 2014) SEED MIXES SHALL BE APPLIED AT A RATE OF 22-25 kg/ha OR AT A RATE OF 250g/90m² FOR SMALLER AREAS. A COVER CROP SHALL BE USED WITH THE ABOVE SEED MIX, ACTING AS A NURSE CROP, PROVIDING SHORT TERM ERSION AND WEED CONTROL. COVER CROP SHALL BE AVENA SATIVA (COMMON OATS) AND SHALL BE APPLIED AT A RATE OF 22 kg/ha)
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NEW CREEK BED REMEDIATION LIMITS. SEE DETAILS ON SHEET No. 7
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Sheet No. 5B
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TEMPORARY COFFER DAMS TO CONSTRUCT ABUTMENTS
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SCALE - 1 : 25
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0.25
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0
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0.5m
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AND
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Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
EXISTING SITE PLAN
DEMOLITION AND NEW CONSTRUCTION
CONTINUATION FROM DRAWING 1
FIRST UPSTREAM STRUCTURE
FIRST DOWNSTREAM STRUCTURE
TORONTO REGION CONSERVATION AUTHORITY
(TRCA) STANDARD NOTES
GENERAL NOTES APPLICABLE
TO ALL DRAWINGS
SILT BARRIER DETAILS
FISH RESCUE PLAN
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Asphalt
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Asphalt
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160.97
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160.52
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160.31
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160.76
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159.80
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159.51
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159.48
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159.56
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159.62
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159.65
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159.73
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160.31
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159.82
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160.74
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161.02
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160.99
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160.90
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160.64
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160.66
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160.70
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160.75
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160.69
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160.59
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160.60
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160.57
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160.60
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160.58
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160.56
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160.52
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160.82
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160.44
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159.33
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160.24
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160.30
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160.46
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161.18
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160.90
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160.92
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161.24
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161.20
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160.94
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161.16
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161.16
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160.91
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160.94
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160.90
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160.89
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160.68
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160.64
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160.65
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161.19
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160.70
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160.62
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161.20
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160.68
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160.72
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160.63
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160.62
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161.19
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161.20
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160.91
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161.21
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161.21
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160.97
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161.23
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161.20
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161.22
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160.97
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160.94
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160.76
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160.27
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159.62
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160.82
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160.93
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160.77
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160.74
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160.64
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160.60
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159.36
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160.17
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160.17
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159.42
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159.36
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160.09
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160.59
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160.71
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160.62
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160.55
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160.65
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160.72
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160.62
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160.71
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160.59
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160.60
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Grass
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Grass
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Grass
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Grass
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Top
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Top
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Top
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160.81
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Top
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Top
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160.75
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161
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160.75
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160.75
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161
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161
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160.75
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160.5
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160.75
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160.5
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161
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160.25
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160.5
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160.25
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160
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159.75
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EDGE OF CREEK
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EDGE OF CREEK
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0.15 Tree
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0.08 Tree
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0.17 Tree
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EXISTING GABION WALL
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EXISTING GABION WALL
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Top 160.81
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Top 160.90
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CONC RETAINING WALL
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EXISTING CONC RETAINING WALL
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Top 160.42
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Inv. 159.48
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Inv. 159.50
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Top 161.18
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Top 161.22
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EX CONCRETE
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Top 161.21
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EX METAL RAILING
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EX METAL RAILING
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EX CONCRETE
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Grass
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Grass
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Grass
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Grass
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BLACK CREEK
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BLACK CREEK
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TRUE NORTH
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CONSTRUCTION NORTH
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NORTH PARK TRAIL
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NORTH PARK TRAIL
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SEDIMENT BAG, IF REQUIRED FOR DEWATERING (2.3m x 3.8m) AS RECOMMENDED BY PENNSYLVANIA GROUNDWATER ASSOCIATION INC. TO BE ENCLOSED BY SILTSOXXÔ FOR PERIMETER EROSION CONTROL.
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ALL DEWATERING/UNWATERING SHALL BE LOCATED AT LEAST 30 METERS FROM THE COLDWATER SYSTEM TO A FILTER BAG/SPLASH PAD. NO DEWATERING SHALL BE SENT DIRECTLY TO ANY WATERCOURSE. THESE CONTROL MEASURES SHALL BE MONITORED FOR EFFECTIVENESS AND MAINTAINED OR REVISED TO MEET THE OBJECTIVE OF PREVENTING SEDIMENT FROM ENTERING THE WATERCOURSE.
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WORK AREA 'B' WITH SURROUNDING SILT BARRIER
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WORK AREA 'A' WITH SURROUNDING SILT BARRIER
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TIE ALL SILT BARRIERS TOGETHER-TYPICAL
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SILT BARRIER
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PUMP CAPABLE OF PUMPING 528 L/s
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PIPING/HOSES CAPABLE OF CARRYING 528 L/s
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PIPING/HOSES CAPABLE OF CARRYING 528 L/s
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UPPER DAM: : SEE DAM DETAIL ON SHEET No. 5A TOP OF DAM AT LEAST 300 ABOVE WATER LEVEL (MIN ELEVATION 159.92)
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BH#2
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BH#1
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EXISTING
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LOWER DAM: : SEE DAM DETAIL ON SHEET No. 5A TOP OF DAM AT LEAST 300 ABOVE WATER LEVEL (MIN ELEVATION 159.66)
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FOLD OVER
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STEEL POST INSTALLED AT 1500 C/C MAXIMUM
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FILTER FABRIC TO BE TERRAFIX 270R, NON-WOVEN
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FILTER FABRIC LAID IN DITCH ON UPSTREAM SIDE OF FENCE AND BACKFILLED TO PREVENT RUNOFF UNDERMINING FENCE
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FLOW DIRECTION
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GRADE
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TRENCH TO BE BACKFILLED AND COMPACTED
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EXACT LOCATION TO BE DETERMINED IN FIELD AND TO BE APPROVED BY ENGINEER.
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SILT BARRIER TO BE REMOVED WHEN CONSTRUCTION IS COMPLETED. THE REMAINING SEDIMENT IS TO BE GRADED, TOPSOILED AND SODDED.
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SILT BARRIER TO BE CLEANED PERIODICALLY AS REQUIRED BY ENGINEER.
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NOTES:
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2XT MIRAGRID UNI-AXIAL GEOGRID AS SUPPLIED BY ARMTEC
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305 MINIMUM OF GEOTEXTILE IN TRENCH
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EXISTING GABION WALL
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EXISTING GABION WALL
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W/L @ 161.86±(MARCH 2014)
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EXISTING ASPHALT PATHWAY
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EXISTING CONCRETE BRIDGE STRUCTURE
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EXISTING METAL RAILING NOT SHOWN
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W/L @ 158.01±(MARCH 2014)
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EXISTING CONCRETE AND BRICK BRIDGE STRUCTURE
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EXISTING METAL RAILING
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2
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SCALE - 1 : 75
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0.75
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0
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1.5m
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157
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158
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159
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160
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161
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MAY 2014
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EMB
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No.
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REVISIONS
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DATE
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BY
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DESIGN
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DRAWN
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CHECKED
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APPROVED
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DATE
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CAD
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6590Z29-1
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR TRCA REVIEW
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MAY 30/2014
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JAM
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REPLACEMENT OF PEDESTRIAN BRIDGE No. 1 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-1
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6490/Z29-1
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2
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ISSUED FOR TRCA REVIEW
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AUG 06/2014
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100085848
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FEB 29/2016
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3
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ISSUED FOR TRCA REVIEW
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OCT 27/2014
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ISSUED FOR TRCA PERMIT
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MAR 04/2015
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ISSUED FOR TENDER
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JUL 03/2015
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ISSUED FOR TENDER
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SCALE 1:75
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FIRST UPSTREAM STRUCTURE IS A PEDESTRIAN BRIDGE AND IS 200m%%P NORTH OF THE EXISTING PEDESTRIAN BRIDGE No, 1
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THE FIRST DOWNSTREAM STRUCTURE IS A PEDESTRIAN BRIDGE (BRIDGE No. 2) AND IS 150m%%P SOUTH OF THE EXISTING PEDESTRIAN BRIDGE No. 1
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SITE MANAGEMENT 1.THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THESE PLANS ARE NOT STATIC AND MAY NEED TO BE THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THESE PLANS ARE NOT STATIC AND MAY NEED TO BE UPGRADED/AMENDED AS SITE CONDITIONS CHANGE TO MINIMIZE SEDIMENT LADEN RUNOFF FROM LEAVING THE WORK AREAS. IF THE PRESCRIBED MEASURES ON THE PLANS ARE NOT EFFECTIVE IN PREVENTING THE RELEASE OF A DELETERIOUS SUBSTANCE, THEN ALTERNATIVE MEASURES MUST BE IMPLEMENTED IMMEDIATELY TO MINIMIZE POTENTIAL ECOLOGICAL IMPACTS. ADDITIONAL EROSION AND SEDIMENTATION CONTROL (ESC) MEASURES TO BE KEPT ONSITE AND USED AS NECESSARY. TRCA ENFORCEMENT OFFICER SHOULD BE IMMEDIATELY CONTACTED. 2.ESC MEASURES WILL BE IMPLEMENTED PRIOR TO, AND MAINTAINED DURING THE CONSTRUCTION PHASES, TO PREVENT ENTRY OF ESC MEASURES WILL BE IMPLEMENTED PRIOR TO, AND MAINTAINED DURING THE CONSTRUCTION PHASES, TO PREVENT ENTRY OF SEDIMENT INTO THE WATER. ALL DAMAGED EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE REPAIRED AND/OR REPLACED WITHIN 48 HOURS OF THE INSPECTION. 3.ALL IN-WATER AND NEAR WATER WORKS WILL BE CONDUCTED IN THE DRY WITH APPROPRIATE EROSION AND SEDIMENT ALL IN-WATER AND NEAR WATER WORKS WILL BE CONDUCTED IN THE DRY WITH APPROPRIATE EROSION AND SEDIMENT CONTROLS. 4.AN ENVIRONMENTAL MONITOR WILL ATTEND THE SITE TO INSPECT ALL NEW CONTROLS, AS WELL AS ON A REGULAR BASIS, OR AN ENVIRONMENTAL MONITOR WILL ATTEND THE SITE TO INSPECT ALL NEW CONTROLS, AS WELL AS ON A REGULAR BASIS, OR FOLLOWING RAIN/SNOWMELT EVENT, TO MONITOR ALL WORKS, AND IN PARTICULAR WORKS RELATED TO ESC, DEWATERING OR UNWATERING, RESTORATION AND IN OR NEAR WATER WORKS. SHOULD CONCERNS ARISE ON SITE THE ENVIRONMENTAL MONITOR WILL CONTACT THE TRCA ENFORCEMENT OFFICER AS WELL AS THE PROPONENT. 5.ALL ACTIVITIES, INCLUDING MAINTENANCE PROCEDURES, WILL BE CONTROLLED TO PREVENT THE ENTRY OF PETROLEUM ALL ACTIVITIES, INCLUDING MAINTENANCE PROCEDURES, WILL BE CONTROLLED TO PREVENT THE ENTRY OF PETROLEUM PRODUCTS, DEBRIS, RUBBLE, CONCRETE OR OTHER DELETERIOUS SUBSTANCES INTO THE WATER. VEHICULAR REFUELING AND MAINTENANCE WILL BE CONDUCTED A MINIMUM OF 30m FROM THE WATER. 6.ALL GRADES WITHIN THE REGULATORY FLOOD PLAIN WILL BE MAINTAINED OR MATCHED. ALL GRADES WITHIN THE REGULATORY FLOOD PLAIN WILL BE MAINTAINED OR MATCHED. 7.THE CONTRACTOR IS TO ENSURE THAT IMPACTS TO VEGETATION ARE REDUCED TO THE MINIMAL EXTENT POSSIBLE. THE THE CONTRACTOR IS TO ENSURE THAT IMPACTS TO VEGETATION ARE REDUCED TO THE MINIMAL EXTENT POSSIBLE. THE CONTRACTOR IS TO ENSURE THAT DISTURBED AREAS WILL BE MINIMIZED TO THE EXTENT POSSIBLE, AND TEMPORARILY OR PERMANENTLY STABILIZED OR RESTORED AS THE WORK PROGRESSES. 8.PRIOR TO REMOVING ANY TREES, CITY OF TORONTO URBAN FORESTRY STAFF (JANICE ALLEN OR YAROSLAV MEDWIDSKY) ARE TO PRIOR TO REMOVING ANY TREES, CITY OF TORONTO URBAN FORESTRY STAFF (JANICE ALLEN OR YAROSLAV MEDWIDSKY) ARE TO BE CONTACTED REGARDING ANY TREE IMPACTS. 9.SEE TYPICAL HOARDING DETAIL ON SHEET No. 6, FOR TREE PROTECTION DETAILS. THE LOCATION OF ANY TREE PROTECTION SEE TYPICAL HOARDING DETAIL ON SHEET No. 6, FOR TREE PROTECTION DETAILS. THE LOCATION OF ANY TREE PROTECTION MEASURES ARE TO BE DECIDED ON SITE, IN ACCORDANCE WITH DISCUSSIONS WITH THE ENGINEER, THE CONTRACTOR AND THE CITY OF TORONTO'S URBAN FORESTRY STAFF, AFTER THE AWARDING OF THE CONTRACT BUT BEFORE ANY CONSTRUCTION HAS BEGUN. 10.THE EROSION AND SEDIMENT CONTROL GUIDELINE FOR URBAN CONSTRUCTION (2006) WAS PREPARED BY THE GREATER GOLDEN THE EROSION AND SEDIMENT CONTROL GUIDELINE FOR URBAN CONSTRUCTION (2006) WAS PREPARED BY THE GREATER GOLDEN HORSESHOE AREA CONSERVATION AUTHORITIES. THE PROPONENT/CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN ADVANCE OF THE ONSET OF THE PROJECT TO ENSURE THAT THE WORKS WILL BE CONDUCTED DURING FAVOURABLE WEATHER CONDITIONS. SHOULD AN UNEXPECTED STORM ARISE, THE CONTRACTOR WILL REMOVE ALL UNFIXED ITEMS FROM THE REGIONAL STORM FLOOD PLAIN THAT WOULD HAVE THE POTENTIAL TO CAUSE A SPILL OF AN OBSTRUCTION TO FLOW, E.G., FUEL TANKS, PORTA-POTTIES, MACHINERY, EQUIPMENT, CONSTRUCTION MATERIALS, ETC. THE CONTRACTOR IS TO CONTACT THE TRCA FLOOD LINE AT 416-661-6514 IF THERE ARE CONCERNS WITH POTENTIAL RAINFALL AND FLOODING. CONSTRUCTION TIMING 11.IN ORDER TO COMPLY WITH THE MIGRATORY BIRDS CONVECTION ACT, TRCA RECOMMENDS THAT TREE REMOVALS BE COMPLETED IN ORDER TO COMPLY WITH THE MIGRATORY BIRDS CONVECTION ACT, TRCA RECOMMENDS THAT TREE REMOVALS BE COMPLETED BETWEEN AUGUST 01 AND APRIL 01. 12.TO PROTECT LOCAL FISH POPULATIONS DURING THEIR SPAWNING, NURSERY AND MIGRATORY, PERIODS IN-WATER/NEAR-WATER TO PROTECT LOCAL FISH POPULATIONS DURING THEIR SPAWNING, NURSERY AND MIGRATORY, PERIODS IN-WATER/NEAR-WATER ACTIVITIES MAY ONLY OCCUR DURING THE FOLLOWING TIME PERIOD [JULY 01 - MARCH 31]. FISH AND WILDLIFE RELOCATION 13.FISH AND WILDLIFE STRANDED WITHIN THE WORK AREA SHALL BE CAPTURED AND RELEASED LIVE IN SUITABLE HABITAT FISH AND WILDLIFE STRANDED WITHIN THE WORK AREA SHALL BE CAPTURED AND RELEASED LIVE IN SUITABLE HABITAT DOWNSTREAM OF THE WORK AREA UNDER THE SUPERVISION OF A QUALIFIED AQUATIC BIOLOGIST. A PERMIT FROM THE MINISTRY OF NATURAL RESOURCES IS REQUIRED. ENVIRONMENTAL COMPLIANCE 14.PLEASE NOTIFY TRCA ENFORCEMENT OFFICER (PAUL NOWAK @ 416-661-6600 X 5626) AND TRCA PROJECT MANAGER (SHIRIN PLEASE NOTIFY TRCA ENFORCEMENT OFFICER (PAUL NOWAK @ 416-661-6600 X 5626) AND TRCA PROJECT MANAGER (SHIRIN VARZGANI @ 416-661-6600 X 5787) 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 15.AN ENVIRONMENTAL MONITOR WILL BE ON SITE, AND PROVIDE ADVICE, TO ENSURE THAT ACTIVITIES THAT COULD HAVE A AN ENVIRONMENTAL MONITOR WILL BE ON SITE, AND PROVIDE ADVICE, TO ENSURE THAT ACTIVITIES THAT COULD HAVE A NEGATIVE IMPACT TO THE NATURAL ENVIRONMENT ARE EFFECTIVELY MITIGATED AS CONSTRUCTION PROCEEDS. THE ENVIRONMENTAL MONITOR SHALL NOTIFY THE TRCA ENFORCEMENT OFFICER AND PROJECT MANAGER IF AN ISSUE ARISES.
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15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE WATERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE WATERS. 16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE RESTORATION OF DISTURBED AREAS ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE RESTORATION OF DISTURBED AREAS ON CITY PROPERTY AND THE ADJACENT AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS. 17.ANY MATERIAL EXCAVATED FROM THIS SITE IS TO BE REMOVED FROM THIS SITE AND DISPOSED OF ANY MATERIAL EXCAVATED FROM THIS SITE IS TO BE REMOVED FROM THIS SITE AND DISPOSED OF ELSEWHERE. 18.ALL EXISTING SOD AREAS COMPACTED AS A RESULT OF CONSTRUCTION ARE TO BE MECHANICALLY ALL EXISTING SOD AREAS COMPACTED AS A RESULT OF CONSTRUCTION ARE TO BE MECHANICALLY AERATED, AND ANY AREAS DAMAGED AS A DIRECT RESULT OF CONSTRUCTION ARE TO BE MADE GOOD AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONSULTANT AND THE CITY OF TORONTO. 19.STRUCTURAL NOTES STRUCTURAL NOTES 19.1ALL DIMENSIONS IN THIS DRAWING SHALL BE VERIFIED ON SITE. ALL DIMENSIONS IN THIS DRAWING SHALL BE VERIFIED ON SITE. 19.2DESIGN LIVE LOAD = 4.8 KN/M² (100 P.S.F.) + 10 TONNES (89 KN) TRUCK DESIGN LIVE LOAD = 4.8 KN/M² (100 P.S.F.) + 10 TONNES (89 KN) TRUCK DESIGN SPECIFICATION = CAN/CSA-S6-00 CANADIAN HIGHWAY BRIDGE DESIGN CODE. 19.3ALL STRUCTURAL STEEL INCLUDING BUT NOT LIMITED TO TRUSSES, STRINGERS, FLOOR BEAMS, ALL STRUCTURAL STEEL INCLUDING BUT NOT LIMITED TO TRUSSES, STRINGERS, FLOOR BEAMS, HORIZONTAL, VERTICAL AND DIAGONALS, HORIZONTAL BRACING, VERTICAL BRACING, AND RAILING SHALL SHALL CONFORM TO CSA G40.21M GRADE 350A SELF WEATHERING STEEL. 19.4WELDING TO CONFORM TO CSA W59 AND PERFORMED BY A FABRICATOR APPROVED BY CANADIAN WELDING TO CONFORM TO CSA W59 AND PERFORMED BY A FABRICATOR APPROVED BY CANADIAN WELDING BUREAU TO CSA W47.1. 19.5ALL METAL FASTENERS TO BE USED FOR THIS PROJECT MUST BE PROTECTED AGAINST CORROSION. ALL METAL FASTENERS TO BE USED FOR THIS PROJECT MUST BE PROTECTED AGAINST CORROSION. TRUSS BASE PLATE ANCHOR BOLT, COMMON NAIL AND SPIRAL NAIL SHALL BE HOT DIP GALVANIZING AND DIP GALVANIZING AND SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING STANDARDS: 19.6MISCELLANEOUS BOLTS AND SCREWS CSA B34-1967 MISCELLANEOUS BOLTS AND SCREWS CSA B34-1967 WIRE NAILS, SPIKES AND STAPLES CSA B111-1974 HOT DIP GALVANIZING CSA G164-M81 ANCHOR BOLT A325 STEEL PLATE CAN3-G40.20 WELDED STEEL CONSTRUCTION CSA W59
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19.7THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF THE STEEL STRUCTURE AND THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF THE STEEL STRUCTURE AND COMFORMING TO CAN/CSA-S6-00 CANADIAN HIGHWAY BRIDGE DESIGN CODE. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO CONSULTANT FOR REVIEW PRIOR TO FABRICATION. THE SIZE OF MEMBERS AS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZE REQUIRED. ALL CONNECTIONS OF MEMBERS AT PANEL POINTS MUST FULLY DEVELOP THE MEMBERS. 19.8ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 40 MPA AT 28 DAYS. ALL ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 40 MPA AT 28 DAYS. ALL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CAN3-A23.1-M90. 6% TO 8% AIR ENTRAINMENT. 19.9ALL REINFORCEMENTS SHALL HAVE A MINIMUM YIELD STRENGTH OF 400 MPA AND SHALL CONFORM TO ALL REINFORCEMENTS SHALL HAVE A MINIMUM YIELD STRENGTH OF 400 MPA AND SHALL CONFORM TO THE REQUIREMENTS OF CSA G30.12-M 1977. 20.ALL BACKFILL SHALL BE GRANULAR "A" (TYPE 1) COMPACTED TO A MINIMUM OF 98% STANDARD ALL BACKFILL SHALL BE GRANULAR "A" (TYPE 1) COMPACTED TO A MINIMUM OF 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). 21.PROTECT ALL EXISTING VEGETATION AND KEEP DISTURBANCE, WHERE NECESSARY, TO A MINIMUM. PROTECT ALL EXISTING VEGETATION AND KEEP DISTURBANCE, WHERE NECESSARY, TO A MINIMUM. 22.SILTRATION FENCE TO BE 25m LENGTH OF SEDIMENTATION CONTROL AS PER DETAIL SHOWN ON SHEET SILTRATION FENCE TO BE 25m LENGTH OF SEDIMENTATION CONTROL AS PER DETAIL SHOWN ON SHEET No.2. 23.SEE SITE PLAN FOR CONSTRUCTION SITE ACCESS. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL SEE SITE PLAN FOR CONSTRUCTION SITE ACCESS. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL ALL EXISTING ACCESS ROAD AND KEEP IT AS THE EXISTING CONDITION AT THE COMPLETION OF THE PROJECT. 24.ALL CONSTRUCTION MATERIALS SHALL BE KEPT AT THE DESIGNATED TEMPORARY SITE STORAGE AREA ALL CONSTRUCTION MATERIALS SHALL BE KEPT AT THE DESIGNATED TEMPORARY SITE STORAGE AREA ONLY. 25.CONTRACTOR SHALL CONTACT THE CITY IMMEDIATELY IF UNSUITABLE OR UNSTABLE PATHWAY CONTRACTOR SHALL CONTACT THE CITY IMMEDIATELY IF UNSUITABLE OR UNSTABLE PATHWAY SUBGRADE IS ENCOUNTERED, SUCH AS EXCESSIVE TOPSOIL, SOFT SPOTS, AND/OR ORGANIC MATTER. CONSTRUCTION METHODS AND/OR MATERIAL MUST BE APPROVED BY THE CITY PRIOR TO COMMENCING COMMENCING WITH WORK. SUBGRADE TO BE CONSOLIDATED AND TESTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD) MINIMUM. REMOVE EXCESS MATERIAL OFF SITE UNLESS OTHERWISE DIRECTED BY THECITY.
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26.ASPHALT EDGE TO BE 45 DEGREES, TAMPED TO FORM UNIFORMLY, SMOOTH, CLEAN EDGES, WITHOUT ASPHALT EDGE TO BE 45 DEGREES, TAMPED TO FORM UNIFORMLY, SMOOTH, CLEAN EDGES, WITHOUT LATERAL DEVIATIONS. SOD TO MEET AND MATCH EXISTING GRADES, WITH SMOOTH TRANSITIONS AT A MAXIMUM SLOPE OF 4:1. ALL SEEDED AND/OR SODDED AREAS SHALL BE 25mm BELOW THE FINISH ELEVATION OF ASPHALT. REMOVE EXCESS TOPSOIL AND SOD AS DIRECTED. 27.GRADE WALKWAY WITH A 2% CROSS-SLOPE OR AS DIRECTED ON SITE. PONDING WATER ON ASPHALT GRADE WALKWAY WITH A 2% CROSS-SLOPE OR AS DIRECTED ON SITE. PONDING WATER ON ASPHALT WALKWAYS WILL NOT BE ACCEPTED. ALL DISTURBED GRASSED AREAS SHALL BE RESTORED AS PER SECTIONS ON SHEET No. 5. 28.HEAVY EQUIPMENT AND MACHINERY IS NOT TO ENTER THE WATERCOURSE AT ANY TIME AND SHOULD BE HEAVY EQUIPMENT AND MACHINERY IS NOT TO ENTER THE WATERCOURSE AT ANY TIME AND SHOULD BE STORED AND REFUELED AT A MINIMUM OF 30 METRES FROM THE WATERCOURSE. 29.RESTORATION OF ANY GRASSED AREAS TO BE AS PER NOTES ON THE DRAWINGS. RESTORATION OF ANY GRASSED AREAS TO BE AS PER NOTES ON THE DRAWINGS. 30.ALL EXPOSED CONCRETE EDGES SHALL HAVE CHAMFERS. ALL EXPOSED CONCRETE EDGES SHALL HAVE CHAMFERS. 31.AT CONSTRUCTION JOINTS FOR ALL EXPOSED CONCRETE, PROVIDE CANT STRIP TO OUTSIDE JOINT. AT CONSTRUCTION JOINTS FOR ALL EXPOSED CONCRETE, PROVIDE CANT STRIP TO OUTSIDE JOINT. 32.EXISTING ABUTMENTS, WINGWALLS AND BANK STABILIZATION TO REMAIN AND MUST NOT BE DISTURBED. EXISTING ABUTMENTS, WINGWALLS AND BANK STABILIZATION TO REMAIN AND MUST NOT BE DISTURBED. 33.RESERVED. RESERVED. 34.CONSTRUCTION MUST TAKE PLACE BETWEEN JULY 1 AND MARCH 31. CONSTRUCTION MUST TAKE PLACE BETWEEN JULY 1 AND MARCH 31. 35.ALERT THE CONTRACTOR CAN NOT CARRY OUT ANY CONSTRUCTION DURING ADVERSE WEATHER ALERT THE CONTRACTOR CAN NOT CARRY OUT ANY CONSTRUCTION DURING ADVERSE WEATHER THE CONTRACTOR CAN NOT CARRY OUT ANY CONSTRUCTION DURING ADVERSE WEATHER CONDITIONS I.E. REGIONAL STORM.
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SCALE 1:20 AROUND WORK AREA 'A' & 'B' AND AS SHOWN ON THE DRAWINGS.
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NOTE: CONSTRUCTION WILL TAKE PLACE BETWEEN JULY 1 AND MARCH 31.
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NOTE: SHOULD A SIGNIFICANT STORM (EQUIVALENT TO HURICCANE HAZEL) BE FORECASTED DURING REPLACEMENT OF THIS WALKWAY, ALL MATERIAL AND EQUIPMENT ARE TO BE REMOVED FROM THE FLOODPLAIN AREA, WHICH INCLUDES WORK/EQUIPMENT STORAGE AREAS.
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NOTE: THE CONTRACTOR SHALL LIMIT SITE ACTIVITIES DURING INCLEMENT WEATHER. SHOULD THE WEATHER PREVENT ADEQUATE ISOLATION OF ANY EXCAVATIONS AND INTERFERE WITH THE EROSION AND SEDIMENTATION MEASURES, NO WORK SHALL BE UNDERTAKEN UNTIL DRIER CONDITIONS PREVAIL.
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NOTE: THE CONTRACTOR WILL REMOVE ALL EQUIPMENT TO WORK/EQUIPMENT STORAGE AREAS EACH NIGHT AND ON WEEKENDS.
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NOTE: ALL ACTIVITIES, INCLUDING MAINTENANCE PROCEDURES, WILL BE CONTROLLED TO PREVENT THE ENTRY OF PETROLEUM PRODUCTS OR OTHER DELETERIOUS SUBSTANCES INTO THE WATER. VEHICULAR REFUELING AND MAINTENANCE WILL BE CONDUCTED 30 METRES FROM THE WATER.
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NOTE: THE CONTRACTOR WILL MONITOR THE WEATHER AND TAKE APPROPRIATE ACTIONS TO REMOVE WORKERS AND EQUIPMENT FROM THE FLOOD PLAIN IN THE EVENT OF AN EXTREME RAINFALL EVENT.
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1.PRIOR TO ANY DEMOLITION OR CONSTRUCTION BEING CARRIED OUT, SILT BARRIERS (REFER TO DETAIL ON DRAWING PRIOR TO ANY DEMOLITION OR CONSTRUCTION BEING CARRIED OUT, SILT BARRIERS (REFER TO DETAIL ON DRAWING NO.2) SHALL BE CONSTRUCTED. CONSTRUCTED. 2.INSTALL UPPER AND LOWER DAMS AND INSTALL PUMPING BYPASS SYSTEM c/w SPLASH PADS. INSTALL UPPER AND LOWER DAMS AND INSTALL PUMPING BYPASS SYSTEM c/w SPLASH PADS. 3.REMOVE EXISTING ASPHALT PATHWAYS AT EACH END OF EXISTING BRIDGE/CULVERT SYSTEM AND EXPOSE BACKS OF REMOVE EXISTING ASPHALT PATHWAYS AT EACH END OF EXISTING BRIDGE/CULVERT SYSTEM AND EXPOSE BACKS OF HEADWALLS OF BOTH SIDES OF EXISTING BRIDGE/CULVERT SYSTEM. 4.ALL EXISTING CULVERTS, CONCRETE HEADWALLS AND ABUTMENTS ARE TO BE REMOVED AND DISPOSED OF OFF-SITE. ALL EXISTING CULVERTS, CONCRETE HEADWALLS AND ABUTMENTS ARE TO BE REMOVED AND DISPOSED OF OFF-SITE. 5.AFTER THE EXISTING CONCRETE HEADWALLS AND CULVERTS HAVE BEEN REMOVED, THE UPPER AND LOWER DAMS c/w AFTER THE EXISTING CONCRETE HEADWALLS AND CULVERTS HAVE BEEN REMOVED, THE UPPER AND LOWER DAMS c/w SPLASH PAD AND THE SILT BARRIERS HAVE BEEN INSTALLED, CARRY OUT CONSTRUCTION FOR NEW CREEK BED REMEDIATION/CONSTRUCTION IN ACCORDANCE WITH DETAILS ON SHEET No. 7. 6.AFTER ALL REMOVALS HAVE BEEN COMPLETED, THE CREEK BED REMEDIATION HAS BEEN COMPLETED AS DETAILED ON AFTER ALL REMOVALS HAVE BEEN COMPLETED, THE CREEK BED REMEDIATION HAS BEEN COMPLETED AS DETAILED ON THE DRAWINGS, THE UPPER AND LOWER PEA-GRAVEL DAMS ARE TO BE DISMANTLED AND RECONSTRUCTED AS NOTED BELOW, TO CONSTRUCT COFFER DAMS FOR THE ABUTMENT CONSTRUCTION AND TO PLACE THE NEW GRANITE STONE BLOCKS TO TIE IN THE EXISTING UPSTREAM GABION WALLS AND EXISTING DOWNSTREAM CONCRETE WALLS: A) DISMANTLE THE EAST HALF OF THE UPSTREAM PEA-GRAVEL DAM AND USE THESE PEA-GRAVEL BAGS TO CONSTRUCT A COFFER DAM AROUND THE LOCATION OF THE NEW WEST ABUTMENT. B) DISMANTLE THE EAST HALF OF THE DOWNSTREAM PEA-GRAVEL DAM AND USE THESE PEA-GRAVEL BAGS TO AUGMENT THE CONSTRUCTION OF THE COFFER DAM FOR THE NEW WEST ABUTMENT. C) BY-PASS PUMPING MAY ONLY BE NECESSARY DURING A MAJOR RAIN EVENT. 7.ONCE THE WEST ABUTMENT AND GRANITE STONE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE ONCE THE WEST ABUTMENT AND GRANITE STONE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE PEA-GRAVEL COFFER DAM AND USE THIS MATERIAL AND ANY STOCKPILED PEA-GRAVEL BAGS TO CONSTRUCT A COFFER DAM AROUND THE LIMITS OF THE WORK FOR THE EAST ABUTMENT AND NEW GRANITE STONE WALLS. DISMANTLE THE REMAINING WEST SIDE OF THE UPPER DAM AND THE WEST SIDE OF THE LOWER DAM AND DISPOSE OF THE PEA-GRAVEL BAGS OFF-SITE. FULL CREEK FLOW IS PERMITTED. 8.ONCE THE EAST ABUTMENT AND GRANITE STONE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE ONCE THE EAST ABUTMENT AND GRANITE STONE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE PEA-GRAVEL COFFER DAM AND DISPOSE OF THE PEA-GRAVEL BAGS OFF-SITE. REMOVE ALL SPLASH PADS AND DISPOSE OF OFF-SITE. 9.AFTER NEW BRIDGE HAS BEEN CONSTRUCTED AND ASPHALT APPROACH SLABS HAVE BEEN PLACED, RESTORE ALL AFTER NEW BRIDGE HAS BEEN CONSTRUCTED AND ASPHALT APPROACH SLABS HAVE BEEN PLACED, RESTORE ALL AREAS AS PER RESTORATION NOTES.
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159
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160
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161
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162
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EXISTING SITE PLAN DEMOLITION PLAN MATERIAL SITE STORAGE PLAN
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SAWCUT EXISTING ASPHALT 800 WIDE x 51 DEEP. SEE DETAIL ON SHEET 7.
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SAWCUT EXISTING ASPHALT 800 WIDE x 51 DEEP. SEE DETAIL ON SHEET 7.
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IT IS NOT ANTICIPATED THAT ANY FISH WILL REQUIRE RESCUE DUE TO THE NATURE OF THIS WORK, HOWEVER IF, FOR ANY REASON, THERE ARE ANY FISH TRAPPED DURING DEWATERING OF THE WORK ZONE, THEY SHALL BE NETTED BY A QUALIFIED FISHERIES BIOLOGIST AND RELEASED TO THE STREAM CHANNEL IMMEDIATELY DOWNSTREAM OF THE WORK ZONE. PRIOR TO HANDLING OF ANY FISH, A COLLECTOR'S PERMIT SHALL BE SECURED FROM MINISTRY OF NATURAL RESOURCES (MNR).
Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
PILE DETAILS
PLAN
SECTION
PILE LIST PILE LIST NOTES DRIVING PILES
PILE DETAIL NOTES
SECTION EAST-WEST
PILE GROUTING & CASING
PLAN OF PILES
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STATION 0+995
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WP 1 C/L ABUTMENT BEARING
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EAST ABUTMENT
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STATION 1+000
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WP 2 C/L BRIDGE
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STATION 1+010
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WP 3 C/L ABUTMENT BEARING
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WEST ABUTMENT
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C/L BRIDGE
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200
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200
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200
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200
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1.U/S PILE TO BE AT ELEVATION 154.911 FOR WEST ABUTMENT AND AT U/S PILE TO BE AT ELEVATION 154.911 FOR WEST ABUTMENT AND AT ELEVATION 154.911 FOR EAST ABUTMENT. 2.SAFE ALLOWABLE SOIL PRESSURE AT APPROXIMATE ELEVATION OF SAFE ALLOWABLE SOIL PRESSURE AT APPROXIMATE ELEVATION OF 158.165 (UNDERSIDE OF ABUTMENT/PILE CAP) = 150kPa (3132.8psf) 3.SAFE ALLOWABLE SOIL PRESSURE AT APPROXIMATE ELEVATION OF SAFE ALLOWABLE SOIL PRESSURE AT APPROXIMATE ELEVATION OF 154.911 (AT END OF PILE) = SEE SOIL INVESTIGATION REPORT.
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1
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10
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1
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3
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EL. 158.165N
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EL. 158.165S
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EL. 154.911
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1
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10
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1
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EL. 158.165N
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EL. 158.165S
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EL. 154.911
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STATION 0+995
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WP 1 C/L ABUTMENT BEARING
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WEST ABUTMENT
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EAST ABUTMENT
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STATION 1+010
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WP 3 C/L ABUTMENT BEARING
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NOTE: THE PURPOSE OF THE PILES ARE TO ASSIST WITH DEWATERING ISSUES AND DEEPENING (EXTENDING) THE ABUTMENTS TO ADDRESS FUTURE SCOUR AND/OR CHANNEL WIDENING.
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1.U/S PILE TO BE AT ELEVATION 154.911 FOR WEST ABUTMENT AND AT U/S PILE TO BE AT ELEVATION 154.911 FOR WEST ABUTMENT AND AT ELEVATION 154.911 FOR EAST ABUTMENT. 2.SAFE ALLOWABLE SOIL PRESSURE AT APPROXIMATE ELEVATION OF SAFE ALLOWABLE SOIL PRESSURE AT APPROXIMATE ELEVATION OF 158.165 (UNDERSIDE OF ABUTMENT/PILE CAP) = 150kPa (3132.8psf) 3.SAFE ALLOWABLE SOIL PRESSURE AT APPROXIMATE ELEVATION OF SAFE ALLOWABLE SOIL PRESSURE AT APPROXIMATE ELEVATION OF 154.911 (AT END OF PILE) = SEE SOIL INVESTIGATION REPORT.
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2P
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SCALE - 1 : 50
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0.50
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0
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1.0m
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MAY 2014
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EMB
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No.
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REVISIONS
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DATE
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BY
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DESIGN
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DRAWN
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CHECKED
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APPROVED
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DATE
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CAD
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6590Z29-1
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR TRCA REVIEW
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MAY 30/2014
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JAM
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REPLACEMENT OF PEDESTRIAN BRIDGE No. 1 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-1
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6490/Z29-1
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2
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ISSUED FOR TRCA REVIEW
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AUG 06/2014
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JAM
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D
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E
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R
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E
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J.A. MITCHES
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100085848
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FEB 29/2016
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3
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ISSUED FOR TRCA REVIEW
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OCT 27/2014
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JAM
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4
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ISSUED FOR TRCA PERMIT
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MAR 04/2015
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JAM
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5
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ISSUED FOR TENDER
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JUL 03/2015
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ISSUED FOR TENDER
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FEB 29/2016
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PILE DETAILS
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HP310x110 PILE
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TOP CAP PLATE TO BE 300x295x20 WELDED TO OUTSIDE PILE FLANGES.
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300x295x20 TOP CAP PLATE
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HP310x110 PILE
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PILE SHOE HARD-BITE POINT MODEL APF HP-7780-B
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SCALE: NOT TO SCALE
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1.ALL PILES TO BE HP310x110. ALL PILES TO BE HP310x110. 2.TOP CAP PLATE TO BE 300x295x20 WELDED TOP CAP PLATE TO BE 300x295x20 WELDED TO OUTSIDE PILE FLANGES. 3.PILE SHOE TO BE HARD-BITE POINT MODEL PILE SHOE TO BE HARD-BITE POINT MODEL APF HP-7780-B.
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1.AUGER PILES TO 1.0m ABOVE THE FINAL AUGER PILES TO 1.0m ABOVE THE FINAL ELEVATION OF THE BOTTOM OF THE PILE. DRIVE THE PILES THE FINAL 1.0 m TO THE SET POINT (SET POINT IS DEFINED AS THE PILE NOT MOVING ANY MORE ONCE 20 BLOWS PER 25mm IS REACHED).
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WELDING SHALL CONFORM TO THE LATEST ISSUE OF CSA SPECIFICATION W59 AND SHALL BE EXECUTED ONLY BY WELDERS QUALIFIED UNDER CSA SPECIFICATION W47.
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SCALE 1:50
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No.
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2
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2
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EACH PILE
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3.500 m
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3.500 m
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LOCATION
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WEST ABUTMENT (1:10)
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EAST ABUTMENT (1:10)
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DESIGN LOADS 50 TONS
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2
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3.670 m
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WEST ABUTMENT (1:3)
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APPROX. LENGTH
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2
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3.670 m
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EAST ABUTMENT (1:3)
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ONCE THE PILES FOR THE NEW PILE CAP HAVE BEEN AUGERED AND DRIVEN TO REFUSAL, THE VOIDS BETWEEN THE FACE OF THE AUGURED SURFACE AND THE STEEL PILES SHALL BE FILLED WITH GROUT. THE GROUT SHALL BE 20 MPa CONCRETE, WITH 6% AIR, WITH A MAXIMUM SIZE STONE AGGREGATE OF 10 DIAMETER, WITH A SLUMP OF 152. ENSURE THAT ALL VOIDS ARE FILLED WITH GROUT. GIVEN THE SOILS CONDITIONS PRESENT FOR THIS PROJECT, IT IS NECESSARY THAT A CASING IS REQUIRED FOR THIS INSTALLATION.
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Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
HEADWALL & ABUTMENT
PLAN VIEW
SECTION
C
3 3
SECTION
D
3 3
DETAILB
3 3
HEADWALL & ABUTMENT CONSTRUCTION
DEWATERING DURING HEADWALL & ABUTMENT
CONSTRUCTION
CONSTRUCTION METHOD FOR HEADWALLS
& ABUTMENTS
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C/L TRUSS
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C/L TRUSS
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2-15M TIES @ 400 o/c
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8-25M VERT
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VERT
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C/L ABUTMENT BEARING
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CERTIFIED TRENCH BOX SYSTEM
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15M @ 300mm o/c EACH WAY ON EACH FACE
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8-25M VERT
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VERT
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2-15M TIES @ 400 o/c
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15M @ 300mm o/c EACH WAY ON EACH FACE
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12
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BONDBREAKER
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ASPHALT WALKWAY
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35mm HL3
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40mm HL8
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C/L
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ABUTMENT
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BEARING
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1:1
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MANDATORY FABRICATION REQUIREMENT: BRIDGE SEAT STRUCTURAL MEMBERS IN THIS DESIGN HAVE CALLED FOR 500 IN HEIGHT FROM ABUTMENT SEAT TO TOP OF ABUTMENT. IF BRIDGE MANUFACTURER CHANGES THIS HEIGHT, HEADWALL/ABUTMENT DETAIL NEEDS TO BE REVISED TO AVOID BRIDGE BEING TOO LOW OR TOO HIGH IN RELATION TO THE ABUTMENT. CONCRETE SUB-TRADE TO CO-ORDINATE HIS WORK WITH THE BRIDGE MANUFACTURER SHOP DRAWINGS.
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C/L ABUTMENT
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BEARING
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ASPHALT APPROACH SLAB
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35mm HL3
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40mm HL8
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8-25M VERT
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VERT
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DETAIL
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3
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B
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EL. 160.300 EAST EL. 160.300 WEST
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EL. 158.166 EAST EL. 158.166 WEST
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1:1
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COVER
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COVER
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50
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COVER
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150
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1.U/S ABUTMENT TO BE AT U/S ABUTMENT TO BE AT ELEVATION 158.165 FOR EAST ABUTMENT AND AT ELEVATION 158.165 FOR WEST ABUTMENT. 2.SAFE ALLOWABLE SOIL SAFE ALLOWABLE SOIL PRESSURE = 150kPa (3132.8psf)
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CERTIFIED TRENCH BOX SYSTEM
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EL. 160.800 EAST EL. 160.800 WEST
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CERTIFIED TRENCH BOX SYSTEM
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EXTEND TRENCH BOX A MINIMUM OF 300 BELOW BOTTOM OF HEADWALL & ABUTMENT PLACE 300 'U' FILL (20 MPa) CONCRETE TO SEAL AND ALLOW FOR APPROPRIATE DEWATERING
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SEE MANDATORY FABRICATION REQUIREMENT IN DETAIL B ON THIS SHEET
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2-15M TIES @ 400 o/c
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15M @ 300mm o/c EACH WAY ON EACH FACE
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FOR PILE INFORMATION, SEE SHEET No. 2P
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3
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SCALE - 1 : 25
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0.25
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0
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0.5m
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MAY 2014
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EMB
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No.
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REVISIONS
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DATE
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BY
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DESIGN
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DRAWN
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CHECKED
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APPROVED
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DATE
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CAD
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6590Z29-1
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR TRCA REVIEW
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MAY 30/2014
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JAM
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REPLACEMENT OF PEDESTRIAN BRIDGE No. 1 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-1
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6490/Z29-1
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2
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ISSUED FOR TRCA REVIEW
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AUG 06/2014
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3
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ISSUED FOR TRCA REVIEW
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OCT 27/2014
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JAM
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4
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ISSUED FOR TRCA PERMIT
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MAR 04/2015
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JAM
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ISSUED FOR TENDER
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JUL 03/2015
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JAM
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ISSUED FOR TENDER
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ABUTMENT DETAILS
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SCALE 1:25
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SCALE 1:25
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SCALE 1:25
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SCALE 1:25
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C
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C
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1.PROVIDE TRENCH BOXES FOR THE CONSTRUCTION OF ALL HEADWALLS & ABUTMENTS. PROVIDE TRENCH BOXES FOR THE CONSTRUCTION OF ALL HEADWALLS & ABUTMENTS. 2.ENSURE THAT THERE IS SUFFICIENT WORKING SPACE WITHIN THE TRENCH BOX SYSTEM. PROVIDE A ENSURE THAT THERE IS SUFFICIENT WORKING SPACE WITHIN THE TRENCH BOX SYSTEM. PROVIDE A MINIMUM OF 1m CLEARANCE BETWEEN THE HEADWALL & ABUTMENT AND THE WALLS OF THE TRENCH BOX FOR WORKING SPACE. 3.PROVIDE CERTIFIED SHOP DRAWINGS FOR ALL TRENCH BOXES. CERTIFIED SHOP DRAWINGS SHALL BE PROVIDE CERTIFIED SHOP DRAWINGS FOR ALL TRENCH BOXES. CERTIFIED SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY AN EXPERIENCED PROFESSIONAL STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE PROVINCE OF ONTARIO.
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1.THERE WILL BE DEWATERING REQUIREMENTS FOR THE CONSTRUCTION OF THE HEADWALL & ABUTMENTS. THERE WILL BE DEWATERING REQUIREMENTS FOR THE CONSTRUCTION OF THE HEADWALL & ABUTMENTS. 2.DEWATERING IS REQUIRED FOR THE HEADWALL & ABUTMENT CONSTRUCTION, THE FOLLOWING METHODOLOGY SHALL BE USED TO DEWATERING IS REQUIRED FOR THE HEADWALL & ABUTMENT CONSTRUCTION, THE FOLLOWING METHODOLOGY SHALL BE USED TO HELP WITH DEWATERING OPERATIONS: 2.0PROVIDE TRENCH BOX WITH 'U' FILL. PROVIDE TRENCH BOX WITH 'U' FILL. 2.1PROVIDE 300 DEEP 'U' FILL (20 MPa) CONCRETE BELOW THE NEW HEADWALL & ABUTMENT TO ASSIST WITH THE PROVIDE 300 DEEP 'U' FILL (20 MPa) CONCRETE BELOW THE NEW HEADWALL & ABUTMENT TO ASSIST WITH THE REQUIRED DEWATERING FOR THE NEW HEADWALL & ABUTMENT CONSTRUCTION. MADATORY REQUIREMENT: 2.2THE 300 DEEP 'U' FILL (20 MPa) CONCRETE WOULD BE UNFORMED SO THAT IT COMES INTO CONTACT WITH THE EXISTING THE 300 DEEP 'U' FILL (20 MPa) CONCRETE WOULD BE UNFORMED SO THAT IT COMES INTO CONTACT WITH THE EXISTING SOIL/TRENCH LINER. 2.3THE 'U' FILL CONCRETE TO BE PLACED BY THE "TRIMI" METHOD. THE "TRIMI" METHOD REQUIRES THE CONCRETE TO BE THE 'U' FILL CONCRETE TO BE PLACED BY THE "TRIMI" METHOD. THE "TRIMI" METHOD REQUIRES THE CONCRETE TO BE PLACED BYPUMPING AND ELEPHANT HOSE AND THE DISCHARGE END OF THE HOSE MUST BE IN THE AREA TO RECEIVE THE 'U' FILL AND THIS AREA IS UNFORMED. 3.DIRECT DEWATERING MUST BE TO SEDIMENT BAG AREA AS SHOWN ON SHEET 2.DIRECT DEWATERING MUST BE TO SEDIMENT BAG AREA AS SHOWN ON SHEET 2.
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1.HYDROVAC OR VACUPACK METHODS SHALL BE USED TO REMOVE THE EARTH FOR THE CONSTRUCTION HYDROVAC OR VACUPACK METHODS SHALL BE USED TO REMOVE THE EARTH FOR THE CONSTRUCTION OF THE NEW HEADWALLS AND ABUTMENTS, ALONG WITH THE PROVISION OF TRENCH BOXES AS NOTED ON SHEET No. 3
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SCALE - 1 : 10
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0.10
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0
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0.2m
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AND
Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
MAINTENANCE VEHICLE LOADS
SECTIONA
4 4
FLOOR PLAN
ELEVATION
DETAIL 4
4 4
DETAIL 3
4 4
DETAIL 2
4 4
DETAIL 1
4 4
SECTIONC
4 4
SECTIOND
4 4
DETAILE
4 4
SECTIONB
4 4
ANTI-SLIP STEEL
DECK PLANKF
4 4
BEARING DETAILS
WEST ABUTMENT BEARING (MOVEABLE)
EAST ABUTMENT BEARING (FIXED)
BENT PLATE DETAILG
4 4
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10000
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HSS 203x203x9.5
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END FLOOR BEAM
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BENT PLATE
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10 THICK END PLATE
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FIXED PLATE
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6 GALVANIZED
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CHECKERED PLATE
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THRESHOLD STRIP
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8%%C C'SUNK
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ANCHORS @ 200 c/c
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INTO CONCRETE
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C/L
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ABUTMENT
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BEARING
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B
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4
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4
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10000
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10230
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MANDATORY FABRICATION REQUIREMENT: BRIDGE SEAT STRUCTURAL MEMBERS IN THIS DESIGN HAVE CALLED FOR 500 IN HEIGHT FROM ABUTMENT SEAT TO TOP OF ABUTMENT. IF BRIDGE MANUFACTURER CHANGES THIS HEIGHT, HEADWALL/ABUTMENT DETAIL NEEDS TO BE REVISED TO AVOID BRIDGE BEING TOO LOW OR TOO HIGH IN RELATION TO THE ABUTMENT. CONCRETE SUB-TRADE TO CO-ORDINATE HIS WORK WITH THE BRIDGE MANUFACTURER SHOP DRAWINGS.
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C/L
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ABUTMENT
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BEARING
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6 GALVANIZED
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CHECKERED PLATE
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THRESHOLD STRIP
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8%%C C'SUNK
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ANCHORS @ 200 c/c
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INTO CONCRETE
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SLIDING
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PLATE
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HSS 203x203x9.5
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END FLOOR BEAM
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10 THICK END PLATE
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BENT PLATE
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MANDATORY FABRICATION REQUIREMENT: BRIDGE SEAT STRUCTURAL MEMBERS IN THIS DESIGN HAVE CALLED FOR 500 IN HEIGHT FROM ABUTMENT SEAT TO TOP OF ABUTMENT. IF BRIDGE MANUFACTURER CHANGES THIS HEIGHT, HEADWALL/ABUTMENT DETAIL NEEDS TO BE REVISED TO AVOID BRIDGE BEING TOO LOW OR TOO HIGH IN RELATION TO THE ABUTMENT. CONCRETE SUB-TRADE TO CO-ORDINATE HIS WORK WITH THE BRIDGE MANUFACTURER SHOP DRAWINGS.
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HSS 152x152x6.4
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HSS 203x203x9.5
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HSS 64x64x4.8
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HSS 127x76x4.8
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HSS 102x102x6.4
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HSS 102x102x6.4 U/N
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HSS 203x203x9.5
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DIAGONAL BRACE
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HSS 76x76x4.8
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HSS 203x152x9.5
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HSS 102x102x6.4
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C/L BRIDGE
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5
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DETAIL
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4
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4
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4
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40x140 WOOD RUB RAIL
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40x140 WOOD RUB RAIL
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38mm SEMI-CIRCLE x 3.2mm THICK VERTICAL SAFETY RAIL @ 100mm C/C MIN CENTERED IN POSTS WEATHERING STEEL
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127
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95
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MADATORY REQUIREMENT COLD FORMED ANTI-SLIP STEEL DECK PLANK, 3 THICK (12 GAUGE), (5 GAP BETWEEN PLANKS) WEATHERING STEEL
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JAM
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NUT
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BEARING: GOODCO EL SERIES (ELxxxx)
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300x200x25 THICK
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KEEPER BARS
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25x15x130
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4 SIDES
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MILLED BEARING
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POCKET 15 DEEP
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C/L TRUSS
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D
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4
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4
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3491
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3811 c/c ANCHOR BOLTS
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4491
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CONCRETE HEADWALL
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D
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4
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4
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C/L TRUSS
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(POSITIVE CAMBER
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3.00% MAX)
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MANDATORY REQUIREMENT: THE END POSTS MUST MATCH THE PROPERTIES OF THE TOP AND BOTTOM RAILS. (eg: IF TOP RAIL AND BOTTOM RAIL ARE HSS203x203x9.5 THEN THE END POSTS ARE TO BE HSS203x203x9.5)
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C/L ABUTMENT BEARING
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C/L BRIDGE
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DETAIL
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4
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1
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4
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C/L ABUTMENT BEARING
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MANDATORY REQUIREMENT: THE END POSTS MUST MATCH THE PROPERTIES OF THE TOP AND BOTTOM RAILS. (eg: IF TOP RAIL AND BOTTOM RAIL ARE HSS203x203x9.5 THEN THE END POSTS ARE TO BE HSS203x203x9.5)
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DETAIL
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4
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2
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4
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JOINT No. JK2425
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JOINT No. JK2425
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JOINT No. A1112Q
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JOINT No. A1112Q
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A
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4
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4
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A
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4
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4
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C
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4
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4
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C
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4
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4
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C/L ABUTMENT BEARING
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C/L ABUTMENT BEARING
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C/L BRIDGE
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WP 1
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WP 2
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WP 3
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DETAIL
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4
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3
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4
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C/L
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WHEEL
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C/L
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WHEEL
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TRAVEL
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C/L AXLE
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C/L AXLE
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WHEEL LOADS 12 kN
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AXLE LOADS 24 kN
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28kN
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56kN
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CROSS LOAD 80 kN
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6 GALVANIZED THRESHOLD
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PLATE c/w NON SLIP
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SURFACE
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8%%C C'SUNK
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ANCHORS @ 200 c/c
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INTO CONCRETE
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MADATORY REQUIREMENT COLD FORMED ANTI-SLIP STEEL DECK PLANK, 3 THICK (12 GAUGE), (5 GAP BETWEEN PLANKS) WEATHERING STEEL
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32%%cx40 SLOTS IN TOP PLATE
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32%%c HOLES IN BOTTOM PLATE
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4 HOLES 1"%%c
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C/L TRUSS
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5
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ANTI-SLIP SURFACE
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SEE NOTE ON
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5 PLATE
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AT EACH STRINGER
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TYP FOR ALL PLANKS
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SECTIONS A & C,
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THIS DRAWING
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ANTI-SLIP STEEL DECK PLANK
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10 PLATE
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HSS 102x102x6.4
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6 BENT PLATE SEE DETAIL 'G' THIS SHEET
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NON SLIP SURFACE
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25 GAP
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CP
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TYP.
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8%%C x 125 GALVANIZED
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SELF DRILLING & TAPPING
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SCREW AT EVERY STRINGER
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E
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4
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4
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4
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AS SHOWN
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MAY 2014
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EMB
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No.
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REVISIONS
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DESIGN
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DRAWN
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CHECKED
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APPROVED
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DATE
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CAD
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6590Z29-1
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR TRCA REVIEW
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MAY 30/2014
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JAM
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REPLACEMENT OF PEDESTRIAN BRIDGE No. 1 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-1
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6490/Z29-1
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2
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ISSUED FOR TRCA REVIEW
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AUG 06/2014
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J.A. MITCHES
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100085848
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FEB 29/2016
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3
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ISSUED FOR TRCA REVIEW
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OCT 27/2014
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ISSUED FOR TRCA PERMIT
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MAR 04/2015
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ISSUED FOR TENDER
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JUL 03/2015
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ISSUED FOR TENDER
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BRIDGE DETAILS
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PEDESTRIAN UNIFORM LL - 4.80 kPa (100 psf)
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SCALE 1:25
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SCALE 1:75
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SCALE 1:75
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SCALE 1:5
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SCALE 1:20
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SCALE 1:10
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ALL STEEL TO BE WEATHERING STEEL
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Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
TEMPORARY WATER PASSAGE AND DAM SYSTEM
GENERAL NOTES
TEMPORARY WATER PASSAGE AND DAM SYSTEM
TYPICAL DAM DETAIL No. 1
ESTIMATED QUANTITIES
WATER PASSAGE AND DAM SYSTEM
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PEA-GRAVEL BAGS, SYNTHETIC BURLAP BAGS, 13.6 kg (30lb), 650x350 (26"x14") FILLED WITH 9.5 (38") CLEAN WASHED PEA-GRAVEL. ROTATE BAGS AS REQUIRED FOR A 1.5:1 SLOPE. WRAP EACH LAYER OF THE PEA GRAVEL BAGS IN POLY SHEETING AND KEY ENDS OF SHEETING INTO NEXT ROW OF PEA-GRAVEL BAGS.
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STREAM BED
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TOP DAM UPSTREAM 159.92%%P
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TOP DAM DOWNSTREAM 159.66%%P
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1.5
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1.0
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1.0
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1.5
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W/L
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FLOW
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NOTE: PUMPING AND PIPING SHALL BE TO OPSD 221.020
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W/L UPSTREAM 159.62%%P
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W/L DOWNSTREAM 159.36%%P
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Asphalt
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Asphalt
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160.97
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160.52
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160.31
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160.76
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159.80
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159.51
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159.48
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159.56
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159.62
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159.65
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159.73
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160.31
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159.82
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160.74
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161.02
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160.99
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160.90
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160.64
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160.66
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160.70
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160.75
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160.69
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160.59
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160.60
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160.57
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160.60
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160.58
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160.56
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160.52
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160.82
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160.44
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159.33
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160.24
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160.30
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160.46
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161.18
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160.90
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160.92
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161.24
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161.20
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160.94
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161.16
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161.16
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160.91
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160.94
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160.90
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160.89
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160.68
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160.64
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160.65
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161.19
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160.70
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160.62
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161.20
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160.68
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160.72
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160.63
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160.62
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161.19
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161.20
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160.91
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161.21
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161.21
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160.97
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161.23
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161.20
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161.22
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160.97
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160.94
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160.76
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160.27
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159.62
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160.82
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160.93
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160.77
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160.74
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160.64
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160.60
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159.36
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160.17
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160.17
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159.42
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159.36
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160.09
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160.59
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160.71
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160.62
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160.55
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160.65
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160.72
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160.62
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160.71
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160.59
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160.60
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Grass
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Grass
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Grass
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Grass
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Top
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Top
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Top
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160.81
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Top
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Top
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160.75
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161
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160.75
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160.75
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161
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161
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160.75
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160.5
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160.75
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160.5
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161
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160.25
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160.5
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160.25
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160
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159.75
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EDGE OF CREEK
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EDGE OF CREEK
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0.15 Tree
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0.08 Tree
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0.17 Tree
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EXISTING GABION WALL
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EXISTING GABION WALL
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Top 160.81
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Top 160.90
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CONC RETAINING WALL
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EXISTING CONC RETAINING WALL
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Top 160.42
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Inv. 159.48
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Inv. 159.50
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Top 161.18
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Top 161.22
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EX CONCRETE
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Top 161.21
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EX METAL RAILING
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EX METAL RAILING
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EX CONCRETE
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Grass
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FLOW
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FLOW
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BLACK CREEK
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BLACK CREEK
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TRUE NORTH
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CONSTRUCTION NORTH
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WP1 STA 0+995 ELEV 160.80
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WP2 STA 1+000 ELEV 160.95
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WP3 STA 1+005 ELEV 160.80
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NORTH PARK TRAIL
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NORTH PARK TRAIL
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PUMP CAPABLE OF PUMPING 528 L/s
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PIPING/HOSES CAPABLE OF CARRYING 528 L/s
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PIPING/HOSES CAPABLE OF CARRYING 528 L/s
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UPPER DAM: : SEE DAM DETAIL ON SHEET No. 5A TOP OF DAM AT LEAST 300 ABOVE WATER LEVEL (MIN ELEVATION 159.92)
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EXISTING
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LOWER DAM: : SEE DAM DETAIL ON SHEET No. 5A TOP OF DAM AT LEAST 300 ABOVE WATER LEVEL (MIN ELEVATION 159.66)
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5A
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SCALE - 1 : 75
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0.75
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0
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1.5m
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MAY 2014
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EMB
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No.
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REVISIONS
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DATE
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CAD
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6590Z29-1
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR TRCA REVIEW
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MAY 30/2014
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JAM
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REPLACEMENT OF PEDESTRIAN BRIDGE No. 1 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-1
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6490/Z29-1
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2
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AUG 06/2014
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100085848
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OCT 27/2014
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ISSUED FOR TRCA PERMIT
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MAR 04/2015
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ISSUED FOR TENDER
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TEMPORARY WATER PASSAGE AND DAM SYSTEM
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1.TEMPORARY WATER PASSAGE PUMPING AND PIPING SYSTEM SHALL BE AS PER OPSD 221.020. TEMPORARY WATER PASSAGE PUMPING AND PIPING SYSTEM SHALL BE AS PER OPSD 221.020. 2.PROVIDE UPPER AND LOWER DAMS AS SHOWN ON THE DRAWINGS ON NATIVE CREEK BED. DO NOT KEY DAMS INTO THE PROVIDE UPPER AND LOWER DAMS AS SHOWN ON THE DRAWINGS ON NATIVE CREEK BED. DO NOT KEY DAMS INTO THE CREEK BED. 3.THE UPPER AND LOWER DAMS SHALL BE CONSTRUCTED OF PEA-GRAVEL FILLED BAGS IN THE CONFIGURATION AS SHOWN ON THE UPPER AND LOWER DAMS SHALL BE CONSTRUCTED OF PEA-GRAVEL FILLED BAGS IN THE CONFIGURATION AS SHOWN ON THE DRAWINGS. PROVIDE POLY SHEETING AROUND THE PEA-GRAVEL FILLED BAGS AND KEY THE ENDS OF THE SHEETING INTO THE UPPER OR LOWER ROWS OF PEA-GRAVEL FILLED BAGS. 4.PEA-GRAVEL BAGS SHALL BE 13.6 kg (30lb) SYNTHETIC BURLAP BAGS FILLED WITH 9.5 ( ") CLEAN WASHED PEA GRAVEL. PEA-GRAVEL BAGS SHALL BE 13.6 kg (30lb) SYNTHETIC BURLAP BAGS FILLED WITH 9.5 (38") CLEAN WASHED PEA GRAVEL. AVERAGE SIZE OF THE BAGS SHALL BE 650 (26") LONG x 350 (14") WIDE. 5.PROVIDE MESH SCREEN ON UPSTREAM SIDE OF PIPING/HOSE TO PREVENT THE ENTRY OF FISH AND AQUATIC WILDLIFE. PROVIDE MESH SCREEN ON UPSTREAM SIDE OF PIPING/HOSE TO PREVENT THE ENTRY OF FISH AND AQUATIC WILDLIFE. 6.PROVIDE A 203 ROUNDED STONE SPLASH PAD AT UPSTREAM AND DOWNSTREAM PIPING/HOSE INLETS/OUTLETS. ROUNDED PROVIDE A 203 ROUNDED STONE SPLASH PAD AT UPSTREAM AND DOWNSTREAM PIPING/HOSE INLETS/OUTLETS. ROUNDED STONE SPLASH PADS SHALL BE LAID ON EXISTING GROUND/STREAM BED, SHALL NOT BE KEYED INTO THE GROUND AND SHALL BE REMOVED AT THE END OF CONSTRUCTION. 7.THE PUMP AND PIPING/HOSES SHALL BE CAPABLE OF PUMPING AND CARRYING A MINIMUM OF 528 L/s. THE PUMP AND PIPING/HOSES SHALL BE CAPABLE OF PUMPING AND CARRYING A MINIMUM OF 528 L/s. 8.THE PUMP AND PIPING SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION OF THE NEW BRIDGE ABUTMENTS AND THE PUMP AND PIPING SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION OF THE NEW BRIDGE ABUTMENTS AND HEADWALLS AND CREEK BED REMEDIATION. 9.ONCE THE UPPER AND LOWER STONE DAMS ARE IN PLACE AND PUMPING HAS PRODUCED A DRY AREA AROUND THE EXISTING ONCE THE UPPER AND LOWER STONE DAMS ARE IN PLACE AND PUMPING HAS PRODUCED A DRY AREA AROUND THE EXISTING CULVERTS AND EXISTING HEADWALL, REMOVE THE EXISTING CULVERTS AND HEADWALL SYSTEM AND DISPOSE OF OFF-SITE. PROCEED WITH CREEK BED BOTTOM REMEDIATION AS PER NOTES ON THESE DRAWINGS (SEE DETAILS ON SHEET No. 7). 10.ONCE THE WORK NOTED IN ITEM 9 IS COMPLETED, DISMANTLE THE EAST HALF OF THE UPSTREAM DAM AND USE THE ONCE THE WORK NOTED IN ITEM 9 IS COMPLETED, DISMANTLE THE EAST HALF OF THE UPSTREAM DAM AND USE THE DISMANTLED PEA-GRAVEL BAGS TO CONSTRUCT A COFFER DAM AROUND THE LOCATION OF THE NEW WEST ABUTMENT AND ASSOCIATED STONE GRANITE WALLS. DISMANTLE THE EAST HALF OF THE DOWNSTREAM DAM AND STORE PEA-GRAVEL BAGS ON SITE. PERMIT CREEK FLOW TO REDUCE THE PUMPING REQUIREMENT, PUMPING MAY ONLY BE NECESSARY DURING A MAJOR RAIN EVENT. NEW STONE GRANITE WALLS SHALL BE PLACED TO TIE INTO THE EXISTING UPSTREAM GABION WALLS AND EXISTING DOWNSTREAM CONCRETE WALLS. THE COFFER DAM WORK ON THIS BANK IS TO COMPLETELY ISOLATE THE REQUIRED ABUTMENT WORK AND THE COFFER DAMS ARE TO BE TIED INTO THE EXISTING BANKS ON EITHER SIDE OF THE NEW WORK AREA. THE WORK FOR THE MEW ABUTMENT IS TO BE COMPLETED IN A DRY AREA. 11.ONCE THE WEST ABUTMENT AND NEW STONE GRANITE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE PEA-GRAVEL ONCE THE WEST ABUTMENT AND NEW STONE GRANITE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE PEA-GRAVEL COFFER DAM AND USE THIS MATERIAL AND THE STOCKPILED PEA-GRAVEL BAGS TO CONSTRUCT A COFFER DAM AROUND THE LIMITS OF THE WORK FOR THE EAST ABUTMENT AND NEW STONE GRANITE WALLS. DISMANTLE THE REMAINING WEST SIDE OF THE UPPER DAM AND WEST SIDE OF THE LOWER DAM AND DISPOSE OF THE PEA-GRAVEL BAGS OFF-SITE. FULL CREEK FLOW IS PERMITTED. NEW STONE GRANITE WALLS SHALL BE PLACED TO TIE INTO THE EXISTING UPSTREAM GABION WALLS AND EXISTING DOWNSTREAM CONCRETE WALLS. THE COFFER DAM CONSTRUCTION IS TO BE PLACED AND TIED INTO THE EXISTING BANKS SO THAT ALL WORK PERFORMED ON THE NEW ABUTMENT IS COMPLETED IN A DRY AREA. 12.ONCE THE EAST ABUTMENT AND NEW STONE GRANITE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE PEA-GRAVEL ONCE THE EAST ABUTMENT AND NEW STONE GRANITE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE PEA-GRAVEL COFFER DAM AND DISPOSE OF THE MATERIAL OFF-SITE. NOTE:AT ALL TIMES DURING THE NEW CONSTRUCTION, MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER NOTES AT ALL TIMES DURING THE NEW CONSTRUCTION, MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER NOTES AND DETAILS ON SHEET No. 2. REFER TO SHEET No. 5B, TEMPORARY COFFER DAMS TO CONSTRUCT ABUTMENTS, FOR ALL WORK SHOWING NEW COFFER DAM CONSTRUCTION AT EAST AND WEST BANKS FOR NEW ABUTMENT WORK.
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125 BAGS
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%%UUPSTREAM WATER PASSAGE AND DAM SYSTEM:
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PEA-GRAVEL BAGS
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1 EACH
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PUMP (528 L/s)
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30 LINEAL METRES
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PIPING/HOSES
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0.5 SQUARE METRES
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203%%C ROUNDED STONE SPLASH PADS
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315 BAGS
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%%UDOWNSTREAM WATER PASSAGE AND DAM SYSTEM:
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PEA-GRAVEL BAGS
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0.5 SQUARE METRES
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203%%C ROUNDED STONE SPLASH PADS
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%%UWATER PIPING AND PUMPING SYSTEM:
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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NEW CREEK BED REMEDIATION. SEE DETAILS ON SHEET No. 7
Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
TEMPORARY COFFER DAM TO INSTALL NEW ABUTMENTS
GENERAL NOTES
TEMPORARY COFFER DAMS TO CONSTRUCT ABUTMENTS
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159.62
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159.65
AutoCAD SHX Text
159.73
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160.31
AutoCAD SHX Text
159.82
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160.74
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161.02
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160.99
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160.90
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160.64
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160.66
AutoCAD SHX Text
160.70
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160.75
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160.69
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160.59
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160.60
AutoCAD SHX Text
160.57
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160.60
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160.58
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160.56
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160.52
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160.82
AutoCAD SHX Text
160.44
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159.33
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160.24
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160.30
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160.46
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161.18
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160.90
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160.92
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161.24
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161.20
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160.94
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161.16
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161.16
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160.91
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160.94
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160.90
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160.89
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160.68
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160.64
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160.65
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161.19
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160.70
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160.62
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161.20
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160.68
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160.72
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160.63
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160.62
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161.19
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161.20
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160.91
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161.21
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161.21
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160.97
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161.23
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161.20
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161.22
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160.97
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160.94
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160.76
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160.27
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159.62
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160.82
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160.93
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160.77
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160.74
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160.64
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160.60
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159.36
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160.17
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160.17
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159.42
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159.36
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160.09
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160.59
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160.71
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160.62
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160.55
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160.65
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160.72
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160.62
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160.71
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160.59
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160.60
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Grass
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Grass
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Grass
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Grass
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Top
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Top
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Top
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160.81
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Top
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Top
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160.75
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161
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160.75
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160.75
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161
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161
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160.75
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160.5
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160.75
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160.5
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161
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160.25
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160.5
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160.25
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160
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159.75
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EDGE OF CREEK
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EDGE OF CREEK
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0.15 Tree
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0.08 Tree
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0.17 Tree
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EXISTING GABION WALL
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EXISTING GABION WALL
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Top 160.81
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Top 160.90
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CONC RETAINING WALL
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EXISTING CONC RETAINING WALL
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Top 160.42
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Inv. 159.48
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Inv. 159.50
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Top 161.18
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Top 161.22
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EX CONCRETE
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Top 161.21
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EX METAL RAILING
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EX METAL RAILING
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EX CONCRETE
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Grass
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Grass
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Grass
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Grass
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FLOW
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FLOW
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BLACK CREEK
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BLACK CREEK
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TRUE NORTH
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CONSTRUCTION NORTH
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WP1 STA 0+995 ELEV 160.80
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WP2 STA 1+000 ELEV 160.95
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WP3 STA 1+005 ELEV 160.80
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NORTH PARK TRAIL
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NORTH PARK TRAIL
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EXISTING
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WEST BANK COFFER DAM, CONSTRUCTED OF MATERIAL FROM PARTIALLY DISMANTLED UPSTREAM PEA-GRAVEL DAM.
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EAST BANK COFFER DAM, CONSTRUCTED OF MATERIAL FROM COMPLETED WEST BANK ABUTMENT AND FROM MATERIAL STOCK-PILED ON SITE.
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5B
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SCALE - 1 : 75
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0.75
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0
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REVISIONS
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DATE
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CAD
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6590Z29-1
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR TRCA REVIEW
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MAY 30/2014
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JAM
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REPLACEMENT OF PEDESTRIAN BRIDGE No. 1 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-1
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6490/Z29-1
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2
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AUG 06/2014
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JAM
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J.A. MITCHES
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100085848
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MAR 09/2015
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3
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ISSUED FOR TRCA REVIEW
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OCT 27/2014
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4
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ISSUED FOR TRCA PERMIT
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MAR 04/2015
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JAM
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TEMPORARY COFFER DAMS TO CONSTRUCT ABUTMENTS
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1.PHASE 1 (SEE SHEET NO. 5A AND 7) PHASE 1 (SEE SHEET NO. 5A AND 7) ONCE THE UPPER AND LOWER STONE DAMS ARE IN PLACE AND PUMPING HAS PRODUCED A DRY AREA AROUND THE EXISTING CULVERTS AND EXISTING HEADWALL, REMOVE THE EXISTING CULVERTS AND HEADWALL SYSTEM AND DISPOSE OF OFF-SITE. PROCEED WITH CREEK BED BOTTOM REMEDIATION AS PER NOTES ON SHEET NO. 5A. (SEE DETAILS ON SHEET NO. 7). 2.PHASE 2A (EAST ABUTMENT WORK) PHASE 2A (EAST ABUTMENT WORK) ONCE THE WORK NOTED IN ITEM 1 IS COMPLETED, DISMANTLE THE DOWNSTREAM DAM AND USE THE DISMANTLED PEA-GRAVEL BAGS TO CONSTRUCT A COFFER DAM AROUND THE LOCATION OF THE NEW EAST ABUTMENT AND ASSOCIATED STONE GRANITE WALLS. DISMANTLE THE UPSTREAM DAM AND STORE PEA-GRAVEL BAGS ON SITE FOR RE-USE IF ADDITIONAL BAGS ARE REQUIRED DURING PHASE 2A WORK. PERMIT FULL CREEK FLOW. NEW STONE GRANITE WALLS SHALL BE PLACED TO TIE INTO THE EXISTING UPSTREAM GABION WALLS AND EXISTING DOWNSTREAM CONCRETE WALLS. THE COFFER DAM WORK ON THIS BANK IS TO COMPLETELY ISOLATE THE REQUIRED ABUTMENT WORK AND THE COFFER DAMS ARE TO BE TIED INTO THE EXISTING BANKS ON EITHER SIDE OF THE NEW WORK AREA. THE WORK FOR THE MEW ABUTMENT IS TO BE COMPLETED IN A DRY AREA, PUMP OR DEWATER WORK AREA TO PROVIDE DRY CONDITIONS FOR NEW WORK. 3.PHASE 2B (WEST ABUTMENT WORK) PHASE 2B (WEST ABUTMENT WORK) ONCE THE EAST ABUTMENT AND NEW STONE GRANITE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE PEA-GRAVEL COFFER DAM AND USE THIS MATERIAL AND THE STOCKPILED PEA-GRAVEL BAGS TO CONSTRUCT A COFFER DAM AROUND THE LIMITS OF THE WORK FOR THE WEST ABUTMENT AND NEW STONE GRANITE WALLS. FULL CREEK FLOW IS PERMITTED. NEW STONE GRANITE WALLS SHALL BE PLACED TO TIE INTO THE EXISTING UPSTREAM GABION WALLS AND EXISTING DOWNSTREAM CONCRETE WALLS. THE COFFER DAM CONSTRUCTION IS TO BE PLACED AND TIED INTO THE EXISTING BANKS SO THAT ALL WORK PERFORMED ON THE NEW ABUTMENT IS COMPLETED IN A DRY AREA. PUMP OR DEWATER WORK AREA TO PROVIDE DRY CONDITIONS FOR NEW WORK. 4.ONCE THE WEST ABUTMENT AND NEW STONE GRANITE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE PEA-GRAVEL ONCE THE WEST ABUTMENT AND NEW STONE GRANITE WALLS HAVE BEEN FULLY CONSTRUCTED, DISMANTLE THE PEA-GRAVEL COFFER DAM AND DISPOSE OF THE MATERIAL OFF-SITE. REMOVE THE STOCKPIILED PEA-GRAVEL BAGS AND DISPOSE OF OFF-SITE. 5.THE PUMP AND ASSOCIATED HOSES AND SPLASH PADS ARE TO REMAIN ON-SITE AND SHALL BE MOVED/SHIFTED/UTILIZED TO THE PUMP AND ASSOCIATED HOSES AND SPLASH PADS ARE TO REMAIN ON-SITE AND SHALL BE MOVED/SHIFTED/UTILIZED TO PROVIDE DRY CONDITIONS FOR PHASE 2A AND PHASE 2B WORK. 6.ALL DEWATERING SHALL BE TREATED (SEDIMENT BAG) AND RELEASED TO THE ENVIRONMENT AT LEAST 30 METRES FROM THE ALL DEWATERING SHALL BE TREATED (SEDIMENT BAG) AND RELEASED TO THE ENVIRONMENT AT LEAST 30 METRES FROM THE WATERCOURSE OR WETLAND AND ALLOWED TO DRAIN THROUGH A WELL VEGETATED AREA. NO DEWATERING EFFLUENT SHALL BE SENT DIRECTLY TO ANY WATERCOURSE, WETLAND, OR FOREST OR ALLOWED TO DRAIN ONTO DISTURBED SOILS WITHIN THE WORK AREA. THESE CONTROL MEASURES SHALL BE MONITORED FOR EFFECTIVENESS AND MAINTAINED OR REVISED TO MEET THE OBJECTIVE OF PREVENTING THE RELEASE OF SEDIMENT LADEN WATER. SEE SHEET No. 2 FOR SEDIMENT BAG INFORMATION. NOTE:AT ALL TIMES DURING THE NEW CONSTRUCTION, MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER NOTES AT ALL TIMES DURING THE NEW CONSTRUCTION, MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER NOTES AND DETAILS ON SHEET NO. 2. REFER TO PLAN ON SHEET NO. 5A FOR ALL WORK SHOWING NEW UPPER DAM AND NEW LOWER DAM CONSTRUCTION AT UPSTREAM (NORTH) AND DOWNSTREAM (SOUTH) CREEK FOR IN WATER WORK AND CREEK BED REMEDIATION.
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SCALE 1:75
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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TRENCH BOX LIMITS FOR ABUTMENT CONSTRUCTION, SEE DETAIL ON SHEET No. 3
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TRENCH BOX LIMITS FOR ABUTMENT CONSTRUCTION, SEE DETAIL ON SHEET No. 3
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5
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ISSUED FOR TRCA PERMIT
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MAR 09/2015
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JAM
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PHASE 2A (EAST ABUTMENT WORK)
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PHASE 2B (WEST ABUTMENT WORK)
5
S1
1
A1
4
S2
4
S3
4
S4
2
A1
2
A2
1
A2
Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
PLANTING PLAN
PLANTINGS SHRUB PLANTINGS
PLANTING NOTES TIMING OF RESTORATION AND
PLANTING
SHRUB PLANTING DETAIL
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Asphalt
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Asphalt
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Grass
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Grass
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Grass
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Grass
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160.75
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161
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160.75
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160.75
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161
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161
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160.75
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160.5
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160.75
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160.5
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161
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160.25
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160.5
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160.25
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160
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159.75
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EDGE OF CREEK
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EDGE OF CREEK
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0.15 Tree
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0.08 Tree
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0.17 Tree
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EXISTING GABION WALL
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EXISTING GABION WALL
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CONC RETAINING WALL
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EXISTING CONC RETAINING WALL
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EX CONCRETE
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EX METAL RAILING
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EX METAL RAILING
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EX CONCRETE
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Grass
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FLOW
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FLOW
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BLACK CREEK
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BLACK CREEK
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TRUE NORTH
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CONSTRUCTION NORTH
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WP1 STA 0+995 ELEV 160.80
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WP2 STA 1+000 ELEV 160.95
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WP3 STA 1+005 ELEV 160.80
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NORTH PARK TRAIL
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NORTH PARK TRAIL
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NEW ASPHALT APPROACH
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NEW ASPHALT APPROACH
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RESTORATION NOTES: RESTORE ALL BANK GRASSED AREAS AS FOLLOWS: APPLY MINIMUM OF 152 OF TOPSOIL. APPLY SEED MIX AS NOTED ON THIS SHEET, TO THE RIGHT. RESTORE ALL MANICURED LAWN AREAS AS FOLLOWS: APPLY MINIMUM OF 152 OF TOPSOIL APPLY NURSERY SOD
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LIMITS OF GRADING SEE RESTORATION NOTES ON SHEET No. 6
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LIMITS OF GRADING SEE RESTORATION NOTES ON SHEET No. 6
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LIMITS OF GRADING SEE RESTORATION NOTES ON SHEET No. 6
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LIMITS OF GRADING SEE RESTORATION NOTES ON SHEET No. 6
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EXISTING
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6
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SCALE - 1 : 75
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0.75
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0
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1.5m
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MAY 2014
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EMB
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No.
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REVISIONS
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DATE
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BY
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DESIGN
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DRAWN
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APPROVED
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DATE
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CAD
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6590Z29-1
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR TRCA REVIEW
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MAY 30/2014
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JAM
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REPLACEMENT OF PEDESTRIAN BRIDGE No. 1 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-1
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6490/Z29-1
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2
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AUG 06/2014
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JAM
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100085848
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FEB 29/2016
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OCT 27/2014
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MAR 04/2015
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ISSUED FOR TENDER
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JUL 03/2015
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ISSUED FOR TENDER
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FEB 29/2016
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PLANTING PLAN
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SCALE 1:75
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BUR OAK
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QUERCUS MACROCARPA
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A1
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BOTANICAL NAME
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ITEM
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COMMON NAME
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BALLED AND BURLAPPED
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3
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50mm
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CONDITION DELIVERED TO SITE
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QTY
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SIZE
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RED MAPLE
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ACER RUBRUM
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A2
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3
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50mm
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BALLED AND BURLAPPED
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THERE ARE NO TREES TO BE REMOVED FROM THE WORK AREA. HOWEVER IT IS SUGGESTED THAT THE FOLLOWING NEW TREES BE REQUIRED TO BE PLANTED TO ENHANCE THE AREA. TREE PLANTING LOCATIONS ARE AS SHOWN ON THE DRAWING BUT ARE SUBJECT TO CHANGE AS SPECIFIED BY THE CLIENT, AFTER THE CLIENT HAS VISITED THE SITE AND DETERMINED THE BEST LOCATIONS FOR THE NEW TREES.
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GRAY DOGWOOD
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CORNUS FOEMINA SPP RACEMOSA
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S1
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BOTANICAL NAME
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ITEM
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COMMON NAME
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FIBRE POTTED
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5
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60mm HEIGHT
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CONDITION DELIVERED TO SITE
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QTY
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SIZE
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NANNYBERRY
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VIBURNUM LENTAGO
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S2
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4
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SHRUB PLANTINGS ARE RECOMMENDED TO REPLACE REMOVALS NOT TALLIED. SHRUBS ARE TO BE PLACED IN THE NATURALIZATION ZONES AND SHALL BE OF THE SPECIES AND QUANTITIES AS NOTED BELOW AND AFTER THE CLIENT HAS VISITED THE SITE AND DETERMINED THE BEST LOCATIONS FOR THE NEW SHRUBS. SHRUBS TO BE PLANTED AT APPROXIMATELY 1.0m O/C.
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60mm HEIGHT
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WILD BLACK CURRENT
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RIBES AMERICANUM
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S3
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4
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60mm HEIGHT
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CHOKECHERRY
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PRUNUS VIRGINIANA
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S4
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4
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60mm HEIGHT
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FIBRE POTTED
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FIBRE POTTED
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FIBRE POTTED
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1.ALL PLANT MATERIAL SHALL BE NURSERY STOCK. ALL PLANT MATERIAL SHALL BE NURSERY STOCK. 2.STAKE ALL DECIDUOUS AND CONIFEROUS TREES. STAKE ALL DECIDUOUS AND CONIFEROUS TREES. 3.DIG ALL TREE PITS 610 LARGER THAN ROOT BALL AND PLACE TREE DIG ALL TREE PITS 610 LARGER THAN ROOT BALL AND PLACE TREE CENTERED IN PIT ON UNDISTURBED SOIL. BACKFILL WITH PARENT MATERIAL. SEE PLANTING DETAIL THIS SHEET. 4.COVER PLANTING BEDS WITH 51 TO 76 LAYER OF BARK SHREDS/CHIPS. COVER PLANTING BEDS WITH 51 TO 76 LAYER OF BARK SHREDS/CHIPS. 5.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. 6.ALL PLANT MATERIALS ARE TO BE GUARANTEED FOR TWO YEARS FROM ALL PLANT MATERIALS ARE TO BE GUARANTEED FOR TWO YEARS FROM THE DATE OF PLANTING. ANY REPLACEMENT PLANT MATERIAL WILL BE GUARANTEED FOR TWO YEARS FROM DATE OF THAT PLANTING. 7.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE CONSTRUCTION SITE SHALL BE LOCATED AND MARKED. ANY UTILITIES DAMAGED OR DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING BODY AT THE CONTRACTOR'S EXPENSE. 8.PLANT MATERIALS ARE TO BE INSTALLED AS SHOWN ON THIS SHEET. PLANT MATERIALS ARE TO BE INSTALLED AS SHOWN ON THIS SHEET. SUBSTITUTIONS ALLOWED ONLY WITH THE WRITTEN APPROVAL OF THE ONLY WITH THE WRITTEN APPROVAL OF THE WITH THE WRITTEN APPROVAL OF THE WRITTEN APPROVAL OF THE APPROVAL OF THE ENGINEER AND THE TRCA. 9.LOCATIONS OF NEW PLANT MATERIALS ARE TO BE DECIDED ON SITE, LOCATIONS OF NEW PLANT MATERIALS ARE TO BE DECIDED ON SITE, AFTER DISCUSSIONS WITH THE CLIENT.
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1.ALL PLANTS AND PLANT MATERIAL SHALL BE PLACED DIRECTLY ALL PLANTS AND PLANT MATERIAL SHALL BE PLACED DIRECTLY AFTER THE BULK OF THE CONSTRUCTION WORK HAS BEEN FINALIZED AND THERE WILL BE NO HEAVY EQUIPMENT ON SITE TO INTERFERE WITH THE TOPSOIL, SOD, OR SEED PLACEMENT. 2.CONSTRUCTION WORK TO TAKE PLACE BETWEEN JULY 01 AND CONSTRUCTION WORK TO TAKE PLACE BETWEEN JULY 01 AND MARCH 31. THERE IS TO BE NO SOD OR SEED PLACEMENT OR TREE PLANTING BETWEEN NOVEMBER TO MARCH. SHOULD THE TIMING OF THE WORKS PRECLUDE SODDING, SEEDING OR TREE PLACEMENT PRIOR TO WINTER ONSET, FULLY BIODEGRADABLE EROSION MATTING IS TO BE PLACED ON THE TOPSOILED AREAS FOR SITE STABILIZATION. EROSION MATTING SHALL BE TERRAFIX 400 g/m² (65% OPEN AREA) COIR MAT OPEN WEAVE TEXTILE AND SHALL HAVE THE JOINTS LAPPED 150 AND BE ANCHORED TO THE AREA WITH BIODEGRADABLE STAPLES. 3.SHRUB PLANTING AS SHOWN IS REQUIRED WITHIN THE SHRUB PLANTING AS SHOWN IS REQUIRED WITHIN THE NATURALIZATION ZONES TO REPLACE REMOVALS NOT TALLIED DURING CONSTRUCTION AND SHALL BE AT THE RATE AS NOTED UNDER SHRUB PLANTINGS.
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1.TOPSOIL MIX AS PER TRCA GUIDELINES. TOPSOIL MIX AS PER TRCA GUIDELINES. 2.SYNTHETIC BURLAP IS NOT PERMITTED. SYNTHETIC BURLAP IS NOT PERMITTED. 3.WATER THOROUGHLY AFTER INSTALLATION. WATER THOROUGHLY AFTER INSTALLATION. 4.CUT AND REMOVE TOP OF ROPE AND BURLAP FROM ROOTBALL IF CONTAINER IS NON-ORGANIC AND REMOVE CUT AND REMOVE TOP OF ROPE AND BURLAP FROM ROOTBALL IF CONTAINER IS NON-ORGANIC AND REMOVE 13 OF ROPE AND BURLAP FROM ROOTBALL IF CONTAINER IS NON-ORGANIC AND REMOVE COMPLETELY. 5.SCARIFY SUBGRADE PIT BOTTOM AND SIDES TO MINIMUM 150.SCARIFY SUBGRADE PIT BOTTOM AND SIDES TO MINIMUM 150.
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DISTURBED BANK RESTORATION - WHEN TEMPORARY WATER PASSAGE SYSTEM IS NO LONGER REQUIRED AND NEW BRIDGE IS INSTALLED, REMOVE TEMPORARY DAMS AND RESTORE AREA ABOVE THE WATERLINE AS FOLLOWS: APPLY MINIMUM OF 152 OF TOPSOIL. APPLY THE FOLLOWING NATIVE SEED MIX (CVC 7 - UPLAND NATIVE MEADOW MIX) TO THE NEWLY TOPSOILED AREAS, IN THE PERCENTAGES INDICATED: RUDBECKIA HIRTA - BLACK EYED SUSAN -10% - BLACK EYED SUSAN -10% -10% -10% ASTER CORDIFOLIUS- BLUE WOOD (HEART LEAVED ASTER)-01% - BLUE WOOD (HEART LEAVED ASTER)-01% -01% ANEMONE CANADENSIS - CANADA ANEMONE-01% - CANADA ANEMONE-01% - CANADA ANEMONE-01% -01% SOLIDAGO CANADENSIS- CANADA GOLDENROD-02% - CANADA GOLDENROD-02% -02% ASCLEPIAS SYRIACA- COMMON MILKWEED-02% - COMMON MILKWEED-02% -02% OENETHERA BIENNIS- EVENING PRIMROSE-25% - EVENING PRIMROSE-25% -25% EUTHAMIA GRAMINIFOLIA- GRASS LEAVED GOLDENROD-01% - GRASS LEAVED GOLDENROD-01% -01% CAREX GRANULARIS- MEADOW/OPEN FIELD SEDGE-15% - MEADOW/OPEN FIELD SEDGE-15% -15% ASTER NOVAE-ANGLIAE- NEW ENGLAND ASTER-01% - NEW ENGLAND ASTER-01% -01% ELYMUS RIPARIUS- RIVERBANK WILD RYE-40% - RIVERBANK WILD RYE-40% -40% CLEMATIS VIGINIANA- VIGINS BOWER-01% - VIGINS BOWER-01% -01% MONARDA FISTULOSA- WILD BERGAMOT-01% - WILD BERGAMOT-01% -01% (REFERENCE DOCUMENT: CREDIT VALLEY CONSERVATION SEED MIXES, VERSION 1.1, AUGUST 2014) SEED MIXES SHALL BE APPLIED AT A RATE OF 22-25 kg/ha OR AT A RATE OF 250g/90m² FOR SMALLER AREAS. A COVER CROP SHALL BE USED WITH THE ABOVE SEED MIX, ACTING AS A NURSE CROP, PROVIDING SHORT TERM ERSION AND WEED CONTROL. COVER CROP SHALL BE AVENA SATIVA (COMMON OATS) AND SHALL BE APPLIED AT A RATE OF 22 kg/ha)
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SEE SHEET No. 5A & 5B FOR TEMPORARY WATER PASSAGE SYSTEM NOTES AND DETAILS
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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FOR ALL DETAILS FOR NEW STONE GRANITE WALLS, SEE DETAILS ON SHEET No. 7
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SAWCUT EXISTING ASPHALT 800 WIDE x 50 DEEP. SEE DETAIL ON SHEET 7.
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SAWCUT EXISTING ASPHALT 800 WIDE x 50 DEEP. SEE DETAIL ON SHEET 7.
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LIIMITS OF CREEK BED REMEDIATION. SEE DETAILS ON SHEET No. 7
Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
PAVEMENT MILLING DETAIL
CREEK CROSS SECTION
CROSS SECTION1
7 7
CROSS SECTION2
7 7
CROSS SECTION3
7 7
CROSS SECTION4
7 7
ESTIMATED QUANTITIES
CREEK LATERAL SECTION (CREEK BED REMEDIATION)
STONE GRANITE WALLS
& CREEK BOTTOM
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WP 2 C/L BRIDGE STATION 1+000 ELEV 160.95
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WP 1 C/L ABUTMENT BEARING STATION 0+995 ELEV 160.80
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WP 3 C/L ABUTMENT BEARING STATION 1+005 ELEV 160.80
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EX C/L PROFILE CREEK BED
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EXISTING CONCRETE RETAINING WALL DOWNSTREAM TO REMAIN UNDISTURBED
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EXISTING CONCRETE RETAINING WALL DOWNSTREAM TO REMAIN UNDISTURBED
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EXISTING CONCRETE CURB ABOVE ASPHALT PATHWAY
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EXISTING CONCRETE FACE/WALL
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ESTIMATED W/L @ 159.70± (MAY 2014)
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PROPOSED BRIDGE, SEE DETAILS ON SHEET No. 4
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PROPOSED ABUTMENTS, SEE DETAILS ON SHEET No. 3
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PROPOSED ABUTMENTS, SEE DETAILS ON SHEET No. 3
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NEW ASPHALT APPROACH, SEE DETAILS ON SHEET No.'s 1 & 7
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NEW ASPHALT APPROACH, SEE DETAILS ON SHEET No.'s 1 & 7
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EX C/L CREEK BED ELEV 159.50±
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NEW ROUNDED STONE LINED CHANNEL. ROUNDED STONE SHALL BE A MIXTURE OF: -50% 152 ROUNDED STONE AND-50% 203 ROUNDED STONE AND SHALLHAVE GRANULAR 'B' INFIL. DEPTH OF NEW ROUNDED STONE SHALL BE 610.
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DRY WEATHER CHANNEL 1000 WIDE, C/L ELEV 159.50
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2%%%
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2%%%
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PROPOSED PILES, SEE DETAILS ON SHEET No. 2P
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PROPOSED PILES, SEE DETAILS ON SHEET No. 2P
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MATCH EXISTING GROUND @ 3:1 SIDESLOPES
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MATCH EXISTING GROUND @ 3:1 SIDESLOPES
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ALL MANICURED LAWN LOCATIONS WILL BE RESTORED AS FOLLOWS: APPLY MINIMUM OF 152 OF TOPSOIL. PLACE NURSERY SOD
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EXISTING GROUND PROFILE
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2.0%%%
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2.0%%%
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MANICURED LAWN AREA - RESTORATION AS BELOW
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ASPHALT ACCESS/PATHWAY 35 HL3 40 HL8 152 GRAN 'A' or 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS 305 GRAN 'B'
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MATCH EXISTING GROUND @ 3:1 SIDESLOPES
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MATCH EXISTING GROUND @ 3:1 SIDESLOPES
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ALL MANICURED LAWN LOCATIONS WILL BE RESTORED AS FOLLOWS: APPLY MINIMUM OF 152 OF TOPSOIL. PLACE NURSERY SOD
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EXISTING GROUND PROFILE
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2.0%%%
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2.0%%%
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MANICURED LAWN AREA - RESTORATION AS BELOW
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ASPHALT ACCESS/PATHWAY 35 HL3 40 HL8 152 GRAN 'A' or 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS 305 GRAN 'B'
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C/L PROFILE CREEK BED
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EXISTING GABION WALL BEHIND. TIE NEW GRANITE STONE WALL INTO EXISTING.
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NEW GRANITE STONE WALLS. NEW GRANITE STONE WALLS SHALL BE CONSTRUCTED OF 1000Lx1000Wx1000D OR 2000Lx1000Wx1000D CUBES OF SOLID GRANITE
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EXISTING GABION WALL BEHIND. TIE NEW GRANITE STONE WALL INTO EXISTING.
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EXISTING HEADWALL FOR CULVERTS TO BE REMOVED
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MATCH EXISTING GROUND. RESTORATION AS PER DISTURBED BANK RESTORATION, SEE SHEET No. 7 FOR SEED MIX
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EXISTING HEADWALL FOR CULVERTS TO BE REMOVED
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MATCH EXISTING GROUND. RESTORATION AS PER DISTURBED BANK RESTORATION, SEE SHEET No. 7 FOR SEED MIX
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160.75
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160.80
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3:1
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2%%%
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2%%%
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DRY WEATHER CHANNEL 1000 WIDE, C/L ELEV 159.56±
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NEW ROUNDED STONE LINED CHANNEL. ROUNDED STONE SHALL BE A MIXTURE OF: -50% 152 ROUNDED STONE AND-50% 203 ROUNDED STONE AND SHALLHAVE GRANULAR 'B' INFIL. DEPTH OF NEW ROUNDED STONE SHALL BE 610.
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NOTE: THE JOINTS OF THE SOLID GRANITE BLOCKS SHALL BE STAGGERED. THE FIRST COARSE OF THE GRANITE BLOCKS SHALL BE EMBEDDED A MINIMUM OF 500 INTO THE GROUND AND SHALL BE 2000 LONG. CUT BACK THE EXISTING CONCRETE OR EXISTING GABION WALLS TO ALLOW A FULL GRANITE BLOCK TIE IN AND TO NOT REQUIRE ANY BLOCK CUTS IN THE FIELD.
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EXISTING HEADWALL FOR CULVERTS TO BE REMOVED
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C/L PROFILE CREEK BED
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EXISTING CONCRETE WALL IN FRONT. TIE NEW GRANITE STONE WALL INTO EXISTING.
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EXISTING CONCRETE WALL IN FRONT. TIE NEW GRANITE STONE WALL INTO EXISTING.
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EXISTING HEADWALL FOR CULVERTS TO BE REMOVED
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160.50
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160.30
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3:1
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MATCH EXISTING GROUND. RESTORATION AS PER DISTURBED BANK RESTORATION, SEE SHEET No. 7 FOR SEED MIX
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MATCH EXISTING GROUND. RESTORATION AS PER DISTURBED BANK RESTORATION, SEE SHEET No. 7 FOR SEED MIX
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2%%%
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2%%%
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DRY WEATHER CHANNEL 1000 WIDE, C/L ELEV 159.36±
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NEW ROUNDED STONE LINED CHANNEL. ROUNDED STONE SHALL BE A MIXTURE OF: -50% 152 ROUNDED STONE AND-50% 203 ROUNDED STONE AND SHALLHAVE GRANULAR 'B' INFIL. DEPTH OF NEW ROUNDED STONE SHALL BE 610.
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NEW GRANITE STONE WALLS. NEW GRANITE STONE WALLS SHALL BE CONSTRUCTED OF 1000Lx1000Wx1000D OR 2000Lx1000Wx1000D CUBES OF SOLID GRANITE
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NOTE: THE JOINTS OF THE SOLID GRANITE BLOCKS SHALL BE STAGGERED. THE FIRST COARSE OF THE GRANITE BLOCKS SHALL BE EMBEDDED A MINIMUM OF 500 INTO THE GROUND AND SHALL BE 2000 LONG. CUT BACK THE EXISTING CONCRETE OR EXISTING GABION WALLS TO ALLOW A FULL GRANITE BLOCK TIE IN AND TO NOT REQUIRE ANY BLOCK CUTS IN THE FIELD.
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WP2 STA 1+000 ELEV 160.95
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FLOW DIRECTION
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FLOW DIRECTION
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EX C/L PROFILE CREEK BED
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EX C/L PROFILE CREEK BED
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NEW ROUNDED STONE LINED CHANNEL. ROUNDED STONE SHALL BE A MIXTURE OF: -50% 152 ROUNDED STONE AND-50% 203 ROUNDED STONE AND SHALLHAVE GRANULAR 'B' INFIL. DEPTH OF NEW ROUNDED STONE SHALL BE 610.
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1.3%%% %%P
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1.3%%% %%P
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1:1
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1:1
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NEW PEDESTRIAN BRIDGE SEE DETAILS ON SHEET No. 1 & 4
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7
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SCALE - 1 : 75
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0.75
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0
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1.5m
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MAY 2014
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EMB
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No.
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REVISIONS
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DATE
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BY
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DESIGN
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DRAWN
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CHECKED
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APPROVED
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DATE
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CAD
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6590Z29-1
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR TRCA REVIEW
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MAY 30/2014
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JAM
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REPLACEMENT OF PEDESTRIAN BRIDGE No. 1 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-1
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6490/Z29-1
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2
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ISSUED FOR TRCA REVIEW
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AUG 06/2014
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JAM
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D
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E
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E
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T
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S
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N
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J.A. MITCHES
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100085848
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FEB 29/2016
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3
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ISSUED FOR TRCA REVIEW
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OCT 27/2014
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JAM
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4
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ISSUED FOR TRCA PERMIT
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MAR 04/2015
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JAM
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5
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ISSUED FOR TENDER
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JUL 03/2015
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JAM
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6
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ISSUED FOR TENDER
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FEB 29/2016
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JAM
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APPROACH DETAILS & CREEK CROSS SECTIONS
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MILL EXISTING ASPHALT SURFACE
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500 WIDE x 51 DEEP
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EXISTING ASPHALT APPROACH
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PAVEMENT STRUCTURE
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500
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EXISTING EDGE OF PAVEMENT TO BE SAWCUT AND TACK COATED PRIOR TO PLACEMENT OF ASPHALT
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NOT TO SCALE
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NEW ASPHALT APPROACHES PAVEMENT COMPOSITION: 35 HL3 SHEET ASPHALT 40 HL8 BASE ASPHALT 152 GRANULAR 'A' (OR 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS) 305 GRANULAR 'B'
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SCALE 1:75
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@ NEW BRIDGE LOCATION, LOOKING UPSTREAM
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156
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157
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159
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159
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LOOKING UPSTREAM
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LOOKING UPSTREAM
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ROUNDED STONE PLACEMENT AT BRIDGE CROSSING THRU CREEK BED (AS SHOWN ON CREEK CROSS SECTION), FOR CREEK BED REMEDIATION (U/S FOR 4.0m AND D/S FOR 4.0m FROM C/L WP 2). STONE MATERIAL AS NOTED ON SHEET No. 7 TOTAL NUMBER NEW STONE GRANITE BLOCKS - WEST SIDE TOTAL NUMBER NEW STONE GRANITE BLOCKS - EAST SIDE
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125 SQUARE METRES
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10 EACH
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8 EACH
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156
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@ NEW BRIDGE LOCATION, LOOKING WEST
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SEED MIX FOR DISTURBED BANK RESTORATION: APPLY MINIMUM OF 152 OF TOPSOIL. APPLY THE FOLLOWING NATIVE SEED MIX (CVC 7 - UPLAND NATIVE MEADOW MIX) TO THE NEWLY TOPSOILED AREAS, IN THE PERCENTAGES INDICATED: RUDBECKIA HIRTA - BLACK EYED SUSAN -10% - BLACK EYED SUSAN -10% -10% -10% ASTER CORDIFOLIUS- BLUE WOOD (HEART LEAVED ASTER)-01% - BLUE WOOD (HEART LEAVED ASTER)-01% -01% ANEMONE CANADENSIS - CANADA ANEMONE-01% - CANADA ANEMONE-01% - CANADA ANEMONE-01% -01% SOLIDAGO CANADENSIS- CANADA GOLDENROD-02% - CANADA GOLDENROD-02% -02% ASCLEPIAS SYRIACA- COMMON MILKWEED-02% - COMMON MILKWEED-02% -02% OENETHERA BIENNIS- EVENING PRIMROSE-25% - EVENING PRIMROSE-25% -25% EUTHAMIA GRAMINIFOLIA- GRASS LEAVED GOLDENROD-01% - GRASS LEAVED GOLDENROD-01% -01% CAREX GRANULARIS- MEADOW/OPEN FIELD SEDGE-15% - MEADOW/OPEN FIELD SEDGE-15% -15% ASTER NOVAE-ANGLIAE- NEW ENGLAND ASTER-01% - NEW ENGLAND ASTER-01% -01% ELYMUS RIPARIUS- RIVERBANK WILD RYE-40% - RIVERBANK WILD RYE-40% -40% CLEMATIS VIGINIANA- VIGINS BOWER-01% - VIGINS BOWER-01% -01% MONARDA FISTULOSA- WILD BERGAMOT-01% - WILD BERGAMOT-01% -01% (REFERENCE DOCUMENT: CREDIT VALLEY CONSERVATION SEED MIXES, VERSION 1.1, AUGUST 2014) SEED MIXES SHALL BE APPLIED AT A RATE OF 22-25 kg/ha OR AT A RATE OF 250g/90m² FOR SMALLER AREAS. A COVER CROP SHALL BE USED WITH THE ABOVE SEED MIX, ACTING AS A NURSE CROP, PROVIDING SHORT TERM ERSION AND WEED CONTROL. COVER CROP SHALL BE AVENA SATIVA (COMMON OATS) AND SHALL BE APPLIED AT A RATE OF 22 kg/ha)
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SCALE - 1 : 50
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0.50
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0
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1.0m
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AND
KEY PLAN
LEGEND
ELEVATION
LIST OF DRAWINGS
GENERAL NOTES APPLICABLE TO ALL DRAWINGS
PLAN
ESTIMATED QUANTITIES
WEST APPROACH/PATHWAY
EAST APPROACH/PATHWAY
CLOSEOUT NOTE:
WARRANTY NOTE:
Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
BRIDGE DECK
SECTIONA
1
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W/L @ 158.01±(MARCH 2014)
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EXISTING MASONRY BRIDGE STRUCTURE
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EXISTING METAL RAILING, TO BE REMOVED
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ASPHALT ACCESS/PATHWAY 35 HL3 40 HL8 152 GRAN 'A' or 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS 305 GRAN 'B'
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ALL GRASS LOCATIONS WILL BE RESTORED AS FOLLOWS: APPLY MINIMUM OF 152 OF TOPSOIL. PLACE NURSERY SOD
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ASPHALT ACCESS/PATHWAY 35 HL3 40 HL8 152 GRAN 'A' or 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS 305 GRAN 'B'
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ALL GRASS LOCATIONS WILL BE RESTORED AS FOLLOWS: APPLY MINIMUM OF 152 OF TOPSOIL. PLACE NURSERY SOD
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159.860
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159.240
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7.6%%%
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NEW ASPHALT APPROACH (WEST) TO MATCH EXISTING APPROACH SLOPE (7.6% SLOPE ±)
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159.240
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159.330
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NEW ASPHALT APPROACH (EAST) TO MATCH EXISTING APPROACH SLOPE (1.9% SLOPE ±)
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1.9%%%
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MATCH EXISTING GRADES
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MATCH EXISTING GRADES
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EXISTING GROUND PROFILE
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EXISTING GROUND PROFILE
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NEW RAILING SYSTEM SEE SECTION A ON SHEET No. 1
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NEW GUARD RAIL SEE TYPICAL STANDARDS ON SHEET No. 3 (SINGLE RAIL WITH CHANNEL SYSTEM)
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NEW GUARD RAIL SEE TYPICAL STANDARDS ON SHEET No. 3 (SINGLE RAIL WITH CHANNEL SYSTEM)
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159.57
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159.11
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159.04
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159.20
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159.14
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159.03
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158.67
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158.68
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158.01
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159.25
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158.75
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157.98
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159.24
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159.18
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159.43
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159.77
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159.82
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159.45
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159.48
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159.39
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159.60
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159.51
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159.62
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159.81
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159.78
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159.43
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159.78
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159.45
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159.44
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159.81
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159.38
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159.39
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159.35
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159.34
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159.63
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Top
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159.39
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159.37
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159.77
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159.78
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159.84
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159.84
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159.53
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159.45
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159.65
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159.73
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159.70
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159.50
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159.54
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159.49
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159.51
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159.47
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159.55
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159.54
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159.64
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159.49
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158.99
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158.03
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159.06
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159.07
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158.03
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159.16
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159.10
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159.19
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158.02
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159.07
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158.27
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159.51
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159.45
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159.35
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159.29
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159.34
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159.35
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159.42
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ASPHALT
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CONC RETAINING WALL
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GRASS
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159.59
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EDGE OF CREEK
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Stones
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159.5
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159.25
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159.5
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158.25
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158.75
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159
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159.25
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159.25
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159
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158.25
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TRUE NORTH
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CONSTRUCTION NORTH
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159.5
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159.5
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SITE BENCMARK SPIKE IN ASPHALT ELEV 159.57m
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EDGE OF CREEK
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EDGE OF CREEK
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CONC RETAINING WALL
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FLOW
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BLACK CREEK
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FLOW
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BLACK CREEK
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GRASS
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GRASS
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GRASS
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GRASS
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160.18
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METAL RAILING
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INV 157.90
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INV 157.90
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1800%%C CULVERT
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1800%%C CULVERT
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INV 157.89
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INV 157.88
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160.15
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ASPHALT
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ASPHALT
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ASPHALT
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160.18
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160.15
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METAL RAILING
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0.09 TREE
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INV 158.42
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OVERHEAD WIRES
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OHW
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DENOTES
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HORIZONTAL CONTROL MONUMENT
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HCM
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DENOTES
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TOP/TC
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TOP OF CURB/RETAINING WALL/BRIDGE
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DENOTES
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CATCH BASIN
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CB
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DENOTES
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CUT CROSS
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CC
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DENOTES
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MAINTENANCE HOLE
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MH
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DENOTES
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CONCRETE/FRAME LIGHT
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LAMP
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DENOTES
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BENCHMARK
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BM
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DENOTES
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EXISTING SPOT ELEVATION
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DENOTES
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NEW FINISHED ELEVATION
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DENOTES
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160.21
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160.21
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WORKING POINT
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WP
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DENOTES
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CENTRE LINE
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C/L
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DENOTES
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TOP OF BRIDGE ELEVATION
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DENOTES
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160.21(T)
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UNDERSIDE OF BRIDGE ELEVATION
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DENOTES
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160.21(US)
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INVERT OF PIPE
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DENOTES
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INV
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NEW ASPHALT SURFACE
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51 (2") STAINLESS STEEL TUBE SCHEDULE 80 PIPE @ 1220 (4') c/c MAX
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51 (2") STAINLESS STEEL TUBE TOP RAIL, SCHEDULE 80 PIPE
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51 (2") STAINLESS STEEL TUBE BOTTOM RAIL, SCHEDULE 80 PIPE
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38 (1 ") HANDRAIL, ROUND AND 12") HANDRAIL, ROUND AND WITH NO SHARP EDGES. HANDRAIL TO BE STAINLESS STEEL, SCHEDULE 80 PIPE.
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25 (1") SQUARE VERTICAL RAIL (PICKETS) STAINLESS STEEL @ 142 (5 ") O/C MAX12") O/C MAX
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PROVIDE A STAINLESS STEEL SLEEVE CAST INTO MASONRY A MINIMUM OF 762. SEAL WITH NON-SHRINK GROUT.
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EXISTING MASONRY BRIDGE STRUCTURE
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EXISTING MASONRY BRIDGE STRUCTURE
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EXISTING RAILING/GUARD TO BE REMOVED
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EXISTING RAILING/GUARD TO BE REMOVED
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1
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SCALE - 1 : 75
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0.75
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0
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1.5m
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GENERAL PLAN
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NOT TO SCALE
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LOOKING UPSTREAM
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Sheet No. 1
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GENERAL PLAN
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Sheet No. 2
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EXISTING SITE PLAN, DEMOLITION PLAN, MATERIALS STORAGE PLAN, TYPICAL SECTION & DETAILS
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1.BENCHMARKS: BENCHMARKS: ELEVATIONS SHOWN HEREON ARE GEODETIC AND ARE REFERRED TO THE CITY OF TORONTO BENCHMARK NO. NY-18034 HAVING A PUBLISHED ELEVATION OF 174.801 METRES. 2.RESERVED. RESERVED. 3.THE CONTRACTOR SHALL CONSTRUCT TEMPORARY MEASURES TO CONTROL SILT ENTERING THE RIVER THE CONTRACTOR SHALL CONSTRUCT TEMPORARY MEASURES TO CONTROL SILT ENTERING THE RIVER DRAINAGE SYSTEM IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. STRICT ADHERENCE TO THE GUIDELINES ON EROSION AND SETTLEMENT CONTROL FOR URBAN CONSTRUCTION SITES PREPARED BY THE MINISTRY OF NATURAL RESOURCES ARE A MANDATORY REQUIREMENT OF THIS CONTRACT. THESE MEASURES ARE TO BE INSTALLED PRIOR TO COMMENCING ANY CONSTRUCTION FOR THIS PROJECT AND ARE TO REMAIN IN PLACE UNTIL CONSTRUCTION HAS BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE APPROVED EROSION AND SEDIMENT CONTROLS MUST BE MONITORED REGULARLY. IN THE EVENT THAT THE CONTROLS ARE NOT PERFORMING ADEQUATELY, THEY MUST BE REPAIRED OR ENHANCED IMMEDIATELY AND THE TRCA MUST BE NOTIFIED. 4.NO DRAIN CONNECTIONS WILL BE PERMITTED INTO ANY ADJOINING STORM OR SANITARY SEWER SYSTEMS. NO DRAIN CONNECTIONS WILL BE PERMITTED INTO ANY ADJOINING STORM OR SANITARY SEWER SYSTEMS. 5.ALL WORK SHALL MEET THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE CITY OF TORONTO AND THE ALL WORK SHALL MEET THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE CITY OF TORONTO AND THE PROVINCE OF ONTARIO. 6.THE CONTRACTOR IS TO RECEIVE APPROVAL FROM THE OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THE CONTRACTOR IS TO RECEIVE APPROVAL FROM THE OWNER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS DOCUMENTS PRIOR TO CARRYING OUT ANY WORK UNDER THIS CONTRACT. THE CONTRACTOR MUST RECEIVE NOTICE IN WRITING FROM THE OWNER PRIOR TO STARTING CONSTRUCTION. UPON HAVING SATISFIED ALL THE CONTRACT REQUIREMENTS AND HAVING RECEIVED WRITTEN APPROVAL TO PROCEED, THE CONTRACTOR SHALL THEN NOTIFY THE CONSULTANT IN WRITING AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PRECISELY LAYING OUT HIS WORK AND SATISFYING NOTE 11 BELOW. 7.THE CONTRACTOR SHALL CARRY OUT FULL-TIME SUPERVISION OF HIS FORCES DURING CONSTRUCTION AND UPON THE CONTRACTOR SHALL CARRY OUT FULL-TIME SUPERVISION OF HIS FORCES DURING CONSTRUCTION AND UPON UPON THE COMPLETION SHALL ISSUE A CERTIFICATE OF COMPLETION OF WORKS WHICH SHALL STATE THEREIN THAT ALL THEREIN THAT ALL WORK HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
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8.THE CONTRACTOR IS REQUIRED TO SATISFY ALL THE REQUIREMENTS OF UTILITIES WHEN CROSSING UTILITIES. THE CONTRACTOR IS REQUIRED TO SATISFY ALL THE REQUIREMENTS OF UTILITIES WHEN CROSSING UTILITIES. THE CONTRACTOR MUST MAKE SATISFACTORY ARRANGEMENTS WITH THE UTILITY COMPANIES PRIOR TO CROSSING OR CROSSING OR UNDERCROSSING THE UTILITY SERVICES. INSTALLATION AND PROTECTION OF THESE UTILITY SERVICES ARE A MANDATORY REQUIREMENT OF THIS CONTRACT. 9.ALL ORGANIC, UNSTABLE OR UNSUITABLE MATERIALS BENEATH THE NEW CONSTRUCTION OR FOUNDATIONS MUST BE ALL ORGANIC, UNSTABLE OR UNSUITABLE MATERIALS BENEATH THE NEW CONSTRUCTION OR FOUNDATIONS MUST BE REMOVED AND THIS MATERIAL REPLACED WITH GRANULAR 'C' OR OTHER APPROVED GRANULAR MATERIALS ('A','B' OR 'M'). AN INDEPENDENT TESTING COMPANY, PAID FOR UNDER THE APPROPRIATE CASH ALLOWANCE, WILL CARRY OUT COMPACTION TESTING FOR THE CITY OF TORONTO. COMPACTION TESTS WHICH DO NOT SATISFY THE REQUISITE STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD) CALLED FOR IN THE SPECIFICATIONS WILL BE CHARGED TO THE CONTRACTOR. 10PLEASE SEE SECTION 00110 - PRICING SUMMARY OF THE CONTRACT DOCUMENTS FOR SUBSTITUTIONS UNDER THIS PLEASE SEE SECTION 00110 - PRICING SUMMARY OF THE CONTRACT DOCUMENTS FOR SUBSTITUTIONS UNDER THIS CONTRACT. 11.LINE, GRADE, FINISH ELEVATIONS AND FINAL 'AS-BUILT' DRAWINGS LINE, GRADE, FINISH ELEVATIONS AND FINAL 'AS-BUILT' DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR LAYING OUT PRECISELY HIS WORK WITH STAKES, IRON BARS AND THE LIKE. IRON BARS AND THE LIKE. AND THE LIKE. COMPLETE ALL WORK TO FINISH ELEVATIONS SHOWN ON THE DRAWINGS ALL SUB-SURFACE WORK INCLUDING SEWERS, MAINTENANCE HOLES, CATCHBASINS AND LEADS: SHALL HAVE INVERTS ANDSIZE APPROPRIATELY SHOWN ON SIZE APPROPRIATELY SHOWN ON APPROPRIATELY SHOWN ON THE PLAN AND PROFILE DRAWINGS INCLUDING LENGTHS. THE STANDARD OF DRAFTSMENSHIP SHALL BE IDENTICAL AS TO THE CONTRACT DRAWINGS. THE CONSULTANT SHALL SUPPLY A COPY OF THE DRAWINGS IN 'AUTOCAD', LATEST VERSION TO THE CONTRACTOR.THE CONTRACTOR SHALL UPDATE THESE DRAWINGS IN 'AUTOCAD' LATEST VERSION. SUPPLY CERTIFIED ONTARIO LAND SURVEY (OLS) DRAWINGS IN 'AUTOCAD' LATEST VERSION UPON COMPLETION OF ALL WORK VERIFYING FINISHED ELEVATIONS, INCLUDING SEWERS, MAINTENANCE HOLES, CATCHBASINS AND LEADS INCLUDING SIZE AND LENGTHS. 12.THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE SITE, REPRESENTING THE EXISTING CONDITIONS, BEFORE THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE SITE, REPRESENTING THE EXISTING CONDITIONS, BEFORE COMMENCING WORK. 13.ABSOLUTELY NO TREES TO BE REMOVED UNDER THIS CONTRACT. PROTECT EXISTING TREES AT ALL TIMES. ABSOLUTELY NO TREES TO BE REMOVED UNDER THIS CONTRACT. PROTECT EXISTING TREES AT ALL TIMES. 14.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES UNDER THE OCCUPATIONAL HEALTH AND SAFETY ACT THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES UNDER THE OCCUPATIONAL HEALTH AND SAFETY ACT AS REQUIRED BY THE MINISTRY OF LABOUR. SEE DRAWING 2 FOR CONTINUATION OF NOTES
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STRIP EXISTING TOPSOIL AND REMOVE FROM SITE SAWCUT AND REMOVE ASPHALT PATHWAY @ MATCHPOINT STRIP EXISTING ASPHALT APPROACH AND REMOVE FROM SITE SUPPLY AND PLACE NEW ASPHALT APPROACH/WALKWAY - 35 HL3 SUPPLY AND PLACE NEW ASPHALT APPROACH/WALKWAY - 40 HL8 SUPPLY AND PLACE NEW GRANULAR 'A' (OR CRUSHER RUN LIMESTONE) SUPPLY AND PLACE NEW GRANULAR 'B' SUPPLY AND PLACE 152 TOPSOIL FOR GRASS AREA RESTORATION SUPPLY AND PLACE NURSERY SOD FOR GRASS RESTORATION
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STRIP EXISTING TOPSOIL AND REMOVE FROM SITE SAWCUT AND REMOVE ASPHALT PATHWAY @ MATCHPOINT STRIP EXISTING ASPHALT PATHWAY AND REMOVE FROM SITE SUPPLY AND PLACE NEW ASPHALT APPROACH/WALKWAY - 35 HL3 SUPPLY AND PLACE NEW ASPHALT APPROACH/WALKWAY - 40 HL8 SUPPLY AND PLACE NEW GRANULAR 'A' (OR CRUSHER RUN LIMESTONE) SUPPLY AND PLACE NEW GRANULAR 'B' SUPPLY AND PLACE 152 TOPSOIL FOR GRASS RESTORATION SUPPLY AND INSTALL NURSERY SOD FOR GRASS RESTORATION
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11 SQUARE METRES
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24 SQUARE METRES
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24 SQUARE METRES
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24 SQUARE METRES
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24 SQUARE METRES
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11 SQUARE METRES
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18 SQUARE METRES
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18 SQUARE METRES
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11 SQUARE METRES
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1.75 SQUARE METRES
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3.5 SQUARE METRES
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156
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157
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158
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159
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160
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161
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THE CONTRACTOR IS TO PROVIDE ALL CLOSEOUT DOCUMENTS IN ACCORDANCE WITH THE CITY'S FRONT-END. IN ADDITION, THE CONTRACTOR IS TO ENSURE THAT ALL CLOSEOUT DOCUMENTS (INCLUDING MAINTENANCE AND OPERATIONAL MANUALS) ARE PROVIDED IN PDF.
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1.AT A MINIMUM, THE CONTRACTOR IS TO PROVIDE A TWENTY-FOUR AT A MINIMUM, THE CONTRACTOR IS TO PROVIDE A TWENTY-FOUR (24) MONTH WARRANTY PERIOD FOR ALL WORK UNDERTAKEN AS PART OF THIS PROJECT. 2.THE CONTRACTOR IS TO REFER TO THE DRAWINGS AND THE CONTRACTOR IS TO REFER TO THE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON EXTENDED WARRANTIES FOR SPECIFIC EQUIPMENT AND/OR WORK.
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MAY 2015
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EMB
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No.
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REVISIONS
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DATE
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BY
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DESIGN
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DRAWN
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CHECKED
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APPROVED
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DATE
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CAD
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6590Z29-2
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR REVIEW
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MAY 01/2015
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JAM
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REHABILITATION OF PEDESTRIAN BRIDGE No. 2 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-2
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6490/Z29-2
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2
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ISSUED FOR TENDER
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JUL 03/2015
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JAM
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D
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J.A. MITCHES
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100085848
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FEB 29/2016
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3
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ISSUED FOR TENDER
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FEB 29/2016
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JAM
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BRIDGE No. 2
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162
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156
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157
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158
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159
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160
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A
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SAWCUT EXISTING ASPHALT 500 WIDE x 51 DEEP. SEE DETAIL ON SHEET 2.
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AND
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TYPICAL STANDARDS EXISTING BRIDGE PHOTOS
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Sheet No. 4
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PLANTING PLAN
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11 SQUARE METRES
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STRIP EXISTING ASPHALT FROM BRIDGE DECK AND REMOVE FROM SITE REMOVE EXISTING METAL RAILING AND REMOVE FROM SITE PROOF LEVEL THE EXISTING GRANULAR AND CARRYOUT COMPACTION AFTER THE REMOVAL OF THE EX. ASPHALT AND PRIOR TO PLACEMENT OF NEW ASPHALT SUPPLY AND PLACE NEW ASPHALT ON BRIDGE DECK - 35 HL3 SUPPLY AND PLACE NEW ASPHALT ON BRIDGE DECK - 40 HL8 SUPPLY AND PLACE NEW HANDRAILS ON BRIDGE DECK SUPPLY AND PLACE NEW GUARDRAILS ON BRIDGE APPROACHES
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50 SQUARE METRES
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22 LINEAL METRES
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26.5 LINEAL METRES
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13.5 LINEAL METRES
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NEW ASPHALT WEST APPROACH
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NEW ASPHALT BRIDGE DECK
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NEW ASPHALT EAST APPROACH
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NEW GUARD RAIL TYPICAL, TO OPSD 912.101, 912.102, 912.140 & 912.240 (SINGLE RAIL WITH CHANNEL SYSTEM)
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NEW GUARD RAIL TYPICAL, TO OPSD 912.101, 912.102, 912.140 & 912.240 (SINGLE RAIL WITH CHANNEL SYSTEM)
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SCALE 1:25
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B
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Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
EXISTING SITE PLAN
DEMOLITION AND NEW CONSTRUCTION
CONTINUATION FROM DRAWING 1
GENERAL NOTES APPLICABLE
TO ALL DRAWINGS
SILT BARRIER DETAILS
PAVEMENT MILLING DETAIL
SECTIONB
2
SECTIONC
2
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159.57
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158.86
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158.75
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158.85
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158.97
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159.11
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159.04
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159.20
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159.14
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159.03
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158.67
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158.68
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158.01
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158.81
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158.04
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158.53
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158.62
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158.69
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158.79
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158.19
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158.95
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159.16
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159.32
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159.26
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158.72
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158.09
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157.99
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158.63
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159.06
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159.25
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158.75
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157.98
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159.24
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159.18
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159.43
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159.77
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159.82
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159.45
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159.48
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159.39
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159.60
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159.51
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159.62
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159.81
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159.78
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159.43
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159.78
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159.45
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159.44
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159.81
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159.38
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159.39
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159.35
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159.34
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159.63
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Top
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159.39
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159.37
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159.77
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159.78
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159.84
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159.84
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159.53
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159.45
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159.65
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159.73
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159.70
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159.50
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159.54
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159.49
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159.51
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159.47
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159.55
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159.54
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159.64
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159.49
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159.21
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159.44
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159.13
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158.83
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158.17
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158.11
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159.02
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159.31
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159.37
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158.99
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158.03
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159.06
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159.07
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158.03
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159.16
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159.10
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159.19
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158.02
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159.07
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158.27
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158.15
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158.91
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159.61
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159.51
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159.45
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159.29
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159.35
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159.29
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159.34
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159.22
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159.35
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159.42
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ASPHALT
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CONC RETAINING WALL
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GRASS
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Stone Wall
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Stone Wall
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159.59
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EDGE OF CREEK
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Stones
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Stones
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159.25
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159
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159.25
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159
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159.25
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159.5
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159.5
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159.25
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159.5
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158.25
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158.5
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158.75
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159
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159.25
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159.25
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159
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158.25
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158.5
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158.75
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158.5
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158.75
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158.25
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158.5
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TRUE NORTH
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CONSTRUCTION NORTH
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159.5
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159.5
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SITE BENCMARK SPIKE IN ASPHALT ELEV 159.57m
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EDGE OF CREEK
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EDGE OF CREEK
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EDGE OF CREEK
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CONC RETAINING WALL
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BLACK CREEK
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BLACK CREEK
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GRASS
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GRASS
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GRASS
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GRASS
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160.18
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METAL RAILING
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INV 157.90
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INV 157.90
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1800%%C CULVERT
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1800%%C CULVERT
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INV 157.89
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INV 157.88
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160.15
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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160.18
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160.15
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METAL RAILING
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0.09 TREE
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INV 158.42
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EX CB T/G 159.38
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EX MH T/G 159.62
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INV 158.24
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FOLD OVER
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STEEL POST INSTALLED AT 1500 C/C MAXIMUM
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FILTER FABRIC TO BE TERRAFIX 270R, NON-WOVEN
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FILTER FABRIC LAID IN DITCH ON UPSTREAM SIDE OF FENCE AND BACKFILLED TO PREVENT RUNOFF UNDERMINING FENCE
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FLOW DIRECTION
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GRADE
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TRENCH TO BE BACKFILLED AND COMPACTED
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EXACT LOCATION TO BE DETERMINED IN FIELD AND TO BE APPROVED BY ENGINEER.
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SILT BARRIER TO BE REMOVED WHEN CONSTRUCTION IS COMPLETED. THE REMAINING SEDIMENT IS TO BE GRADED, TOPSOILED AND SODDED.
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SILT BARRIER TO BE CLEANED PERIODICALLY AS REQUIRED BY ENGINEER.
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1.
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3.
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2.
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NOTES:
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2XT MIRAGRID UNI-AXIAL GEOGRID AS SUPPLIED BY ARMTEC
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305 MINIMUM OF GEOTEXTILE IN TRENCH
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MATCH EXISTING GROUND @ 3:1 SIDESLOPES
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MATCH EXISTING GROUND @ 3:1 SIDESLOPES
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ALL GRASS LOCATIONS WILL BE RESTORED AS FOLLOWS: APPLY MINIMUM OF 152 OF TOPSOIL. PLACE NURSERY SOD
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EXISTING GROUND PROFILE
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2.0%%%
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2.0%%%
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GRASS RESTORATION AS BELOW
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ASPHALT ACCESS/PATHWAY 35 HL3 40 HL8 152 GRAN 'A' or 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS 305 GRAN 'B'
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MATCH EXISTING GROUND @ 3:1 SIDESLOPES
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MATCH EXISTING GROUND @ 3:1 SIDESLOPES
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ALL GRASS LOCATIONS WILL BE RESTORED AS FOLLOWS: APPLY MINIMUM OF 152 OF TOPSOIL. PLACE NURSERY SOD
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EXISTING GROUND PROFILE
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2.0%%%
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2.0%%%
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GRASS RESTORATION AS BELOW
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ASPHALT ACCESS/PATHWAY 35 HL3 40 HL8 152 GRAN 'A' or 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS 305 GRAN 'B'
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2
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SCALE - 1 : 75
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0.75
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0
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1.5m
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MAY 2015
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EMB
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No.
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REVISIONS
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DATE
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BY
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DESIGN
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DRAWN
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CHECKED
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APPROVED
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DATE
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CAD
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6590Z29-2
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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SCALE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B
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A Detail No.
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR REVIEW
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MAY 01/2015
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JAM
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REHABILITATION OF PEDESTRIAN BRIDGE No. 2 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-2
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6490/Z29-2
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2
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ISSUED FOR TENDER
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JUL 03/2015
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JAM
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D
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E
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R
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C
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J.A. MITCHES
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100085848
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FEB 29/2016
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3
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ISSUED FOR TENDER
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FEB 29/2016
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JAM
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SCALE 1:75
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15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE WATERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE WATERS. 16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE RESTORATION OF DISTURBED AREAS ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE RESTORATION OF DISTURBED AREAS ON CITY PROPERTY AND THE ADJACENT AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS. 17.ANY MATERIAL EXCAVATED FROM THIS SITE IS TO BE REMOVED FROM THIS SITE AND DISPOSED OF ANY MATERIAL EXCAVATED FROM THIS SITE IS TO BE REMOVED FROM THIS SITE AND DISPOSED OF ELSEWHERE. 18.ALL EXISTING SOD AREAS COMPACTED AS A RESULT OF CONSTRUCTION ARE TO BE MECHANICALLY ALL EXISTING SOD AREAS COMPACTED AS A RESULT OF CONSTRUCTION ARE TO BE MECHANICALLY AERATED, AND ANY AREAS DAMAGED AS A DIRECT RESULT OF CONSTRUCTION ARE TO BE MADE GOOD AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONSULTANT AND THE CITY OF TORONTO. 19.STRUCTURAL NOTES STRUCTURAL NOTES 19.1ALL DIMENSIONS IN THIS DRAWING SHALL BE VERIFIED ON SITE. ALL DIMENSIONS IN THIS DRAWING SHALL BE VERIFIED ON SITE. 19.2DESIGN LIVE LOAD = 4.8 KN/M² (100 P.S.F.) + 10 TONNES (89 KN) TRUCK DESIGN LIVE LOAD = 4.8 KN/M² (100 P.S.F.) + 10 TONNES (89 KN) TRUCK DESIGN SPECIFICATION = CAN/CSA-S6-00 CANADIAN HIGHWAY BRIDGE DESIGN CODE. 19.3ALL STRUCTURAL STEEL INCLUDING BUT NOT LIMITED TO TRUSSES, STRINGERS, FLOOR BEAMS, ALL STRUCTURAL STEEL INCLUDING BUT NOT LIMITED TO TRUSSES, STRINGERS, FLOOR BEAMS, HORIZONTAL, VERTICAL AND DIAGONALS, HORIZONTAL BRACING, VERTICAL BRACING, AND RAILING SHALL SHALL CONFORM TO CSA G40.21M GRADE 350A SELF WEATHERING STEEL. 19.4WELDING TO CONFORM TO CSA W59 AND PERFORMED BY A FABRICATOR APPROVED BY CANADIAN WELDING TO CONFORM TO CSA W59 AND PERFORMED BY A FABRICATOR APPROVED BY CANADIAN WELDING BUREAU TO CSA W47.1. 19.5ALL METAL FASTENERS TO BE USED FOR THIS PROJECT MUST BE PROTECTED AGAINST CORROSION. ALL METAL FASTENERS TO BE USED FOR THIS PROJECT MUST BE PROTECTED AGAINST CORROSION. TRUSS BASE PLATE ANCHOR BOLT, COMMON NAIL AND SPIRAL NAIL SHALL BE HOT DIP GALVANIZING AND DIP GALVANIZING AND SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING STANDARDS: 19.6MISCELLANEOUS BOLTS AND SCREWS CSA B34-1967 MISCELLANEOUS BOLTS AND SCREWS CSA B34-1967 WIRE NAILS, SPIKES AND STAPLES CSA B111-1974 HOT DIP GALVANIZING CSA G164-M81 ANCHOR BOLT A325 STEEL PLATE CAN3-G40.20 WELDED STEEL CONSTRUCTION CSA W59
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19.7THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF THE STEEL STRUCTURE AND THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF THE STEEL STRUCTURE AND COMFORMING TO CAN/CSA-S6-00 CANADIAN HIGHWAY BRIDGE DESIGN CODE. DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO CONSULTANT FOR REVIEW PRIOR TO FABRICATION. THE SIZE OF MEMBERS AS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZE REQUIRED. ALL CONNECTIONS OF MEMBERS AT PANEL POINTS MUST FULLY DEVELOP THE MEMBERS. 19.8ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 40 MPA AT 28 DAYS. ALL ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 40 MPA AT 28 DAYS. ALL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CAN3-A23.1-M90. 6% TO 8% AIR ENTRAINMENT. 19.9ALL REINFORCEMENTS SHALL HAVE A MINIMUM YIELD STRENGTH OF 400 MPA AND SHALL CONFORM TO ALL REINFORCEMENTS SHALL HAVE A MINIMUM YIELD STRENGTH OF 400 MPA AND SHALL CONFORM TO THE REQUIREMENTS OF CSA G30.12-M 1977. 20.ALL BACKFILL SHALL BE GRANULAR "A" (TYPE 1) COMPACTED TO A MINIMUM OF 98% STANDARD ALL BACKFILL SHALL BE GRANULAR "A" (TYPE 1) COMPACTED TO A MINIMUM OF 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD). 21.PROTECT ALL EXISTING VEGETATION AND KEEP DISTURBANCE, WHERE NECESSARY, TO A MINIMUM. PROTECT ALL EXISTING VEGETATION AND KEEP DISTURBANCE, WHERE NECESSARY, TO A MINIMUM. 22.SILTRATION FENCE TO BE 25m LENGTH OF SEDIMENTATION CONTROL AS PER DETAIL SHOWN ON SHEET SILTRATION FENCE TO BE 25m LENGTH OF SEDIMENTATION CONTROL AS PER DETAIL SHOWN ON SHEET No.2. 23.SEE SITE PLAN FOR CONSTRUCTION SITE ACCESS. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL SEE SITE PLAN FOR CONSTRUCTION SITE ACCESS. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL ALL EXISTING ACCESS ROAD AND KEEP IT AS THE EXISTING CONDITION AT THE COMPLETION OF THE PROJECT. 24.ALL CONSTRUCTION MATERIALS SHALL BE KEPT AT THE DESIGNATED TEMPORARY SITE STORAGE AREA ALL CONSTRUCTION MATERIALS SHALL BE KEPT AT THE DESIGNATED TEMPORARY SITE STORAGE AREA ONLY. 25.CONTRACTOR SHALL CONTACT THE CITY IMMEDIATELY IF UNSUITABLE OR UNSTABLE PATHWAY CONTRACTOR SHALL CONTACT THE CITY IMMEDIATELY IF UNSUITABLE OR UNSTABLE PATHWAY SUBGRADE IS ENCOUNTERED, SUCH AS EXCESSIVE TOPSOIL, SOFT SPOTS, AND/OR ORGANIC MATTER. CONSTRUCTION METHODS AND/OR MATERIAL MUST BE APPROVED BY THE CITY PRIOR TO COMMENCING COMMENCING WITH WORK. SUBGRADE TO BE CONSOLIDATED AND TESTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (SPMDD) MINIMUM. REMOVE EXCESS MATERIAL OFF SITE UNLESS OTHERWISE DIRECTED BY THECITY.
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26.ASPHALT EDGE TO BE 45 DEGREES, TAMPED TO FORM UNIFORMLY, SMOOTH, CLEAN EDGES, WITHOUT ASPHALT EDGE TO BE 45 DEGREES, TAMPED TO FORM UNIFORMLY, SMOOTH, CLEAN EDGES, WITHOUT LATERAL DEVIATIONS. SOD TO MEET AND MATCH EXISTING GRADES, WITH SMOOTH TRANSITIONS AT A MAXIMUM SLOPE OF 4:1. ALL SEEDED AND/OR SODDED AREAS SHALL BE 25mm BELOW THE FINISH ELEVATION OF ASPHALT. REMOVE EXCESS TOPSOIL AND SOD AS DIRECTED. 27.GRADE WALKWAY WITH A 2% CROSS-SLOPE OR AS DIRECTED ON SITE. PONDING WATER ON ASPHALT GRADE WALKWAY WITH A 2% CROSS-SLOPE OR AS DIRECTED ON SITE. PONDING WATER ON ASPHALT WALKWAYS WILL NOT BE ACCEPTED. ALL DISTURBED GRASSED AREAS SHALL BE RESTORED AS PER SECTIONS ON SHEET No. 3. 28.HEAVY EQUIPMENT AND MACHINERY IS NOT TO ENTER THE WATERCOURSE AT ANY TIME AND SHOULD BE HEAVY EQUIPMENT AND MACHINERY IS NOT TO ENTER THE WATERCOURSE AT ANY TIME AND SHOULD BE STORED AND REFUELED AT A MINIMUM OF 30 METRES FROM THE WATERCOURSE. 29.RESTORATION OF ANY GRASSED AREAS TO BE AS PER NOTES ON THE DRAWINGS. RESTORATION OF ANY GRASSED AREAS TO BE AS PER NOTES ON THE DRAWINGS. 30.ALL EXPOSED CONCRETE EDGES SHALL HAVE CHAMFERS. ALL EXPOSED CONCRETE EDGES SHALL HAVE CHAMFERS. 31.AT CONSTRUCTION JOINTS FOR ALL EXPOSED CONCRETE, PROVIDE CANT STRIP TO OUTSIDE JOINT. AT CONSTRUCTION JOINTS FOR ALL EXPOSED CONCRETE, PROVIDE CANT STRIP TO OUTSIDE JOINT. 32.EXISTING ABUTMENTS, WINGWALLS AND BANK STABILIZATION TO REMAIN AND MUST NOT BE DISTURBED. EXISTING ABUTMENTS, WINGWALLS AND BANK STABILIZATION TO REMAIN AND MUST NOT BE DISTURBED. 33.THERE IS TO BE NO IN WATER WORK FOR THIS PROJECT. THERE IS TO BE NO IN WATER WORK FOR THIS PROJECT. 34.CONSTRUCTION MUST TAKE PLACE BETWEEN JULY 1 AND MARCH 31. CONSTRUCTION MUST TAKE PLACE BETWEEN JULY 1 AND MARCH 31. 35.ALERT THE CONTRACTOR CAN NOT CARRY OUT ANY CONSTRUCTION DURING ADVERSE WEATHER ALERT THE CONTRACTOR CAN NOT CARRY OUT ANY CONSTRUCTION DURING ADVERSE WEATHER THE CONTRACTOR CAN NOT CARRY OUT ANY CONSTRUCTION DURING ADVERSE WEATHER CONDITIONS I.E. REGIONAL STORM.
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SCALE 1:20 AROUND WORK AREA 'A' & 'B' AND AS SHOWN ON THE DRAWINGS.
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NOTE: CONSTRUCTION WILL TAKE PLACE BETWEEN JULY 1 AND MARCH 31.
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NOTE: SHOULD A SIGNIFICANT STORM (EQUIVALENT TO HURICCANE HAZEL) BE FORECASTED DURING REPLACEMENT OF THIS WALKWAY, ALL MATERIAL AND EQUIPMENT ARE TO BE REMOVED FROM THE FLOODPLAIN AREA, WHICH INCLUDES WORK/EQUIPMENT STORAGE AREAS.
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NOTE: THE CONTRACTOR SHALL LIMIT SITE ACTIVITIES DURING INCLEMENT WEATHER. SHOULD THE WEATHER PREVENT ADEQUATE ISOLATION OF ANY EXCAVATIONS AND INTERFERE WITH THE EROSION AND SEDIMENTATION MEASURES, NO WORK SHALL BE UNDERTAKEN UNTIL DRIER CONDITIONS PREVAIL.
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NOTE: THE CONTRACTOR WILL REMOVE ALL EQUIPMENT TO WORK/EQUIPMENT STORAGE AREAS EACH NIGHT AND ON WEEKENDS.
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NOTE: ALL ACTIVITIES, INCLUDING MAINTENANCE PROCEDURES, WILL BE CONTROLLED TO PREVENT THE ENTRY OF PETROLEUM PRODUCTS OR OTHER DELETERIOUS SUBSTANCES INTO THE WATER. VEHICULAR REFUELING AND MAINTENANCE WILL BE CONDUCTED 30 METRES FROM THE WATER.
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NOTE: THE CONTRACTOR WILL MONITOR THE WEATHER AND TAKE APPROPRIATE ACTIONS TO REMOVE WORKERS AND EQUIPMENT FROM THE FLOOD PLAIN IN THE EVENT OF AN EXTREME RAINFALL EVENT.
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1.PRIOR TO ANY DEMOLITION OR CONSTRUCTION BEING CARRIED OUT, SILT BARRIERS (REFER TO DETAIL ON DRAWING PRIOR TO ANY DEMOLITION OR CONSTRUCTION BEING CARRIED OUT, SILT BARRIERS (REFER TO DETAIL ON DRAWING NO.2) SHALL BE CONSTRUCTED. CONSTRUCTED. 2.REMOVE EXISTING ASPHALT AND EXISTING GRANULARS FOR THE BRIDGE APPROACHES TO THE LIMITS SHOWN ON THE REMOVE EXISTING ASPHALT AND EXISTING GRANULARS FOR THE BRIDGE APPROACHES TO THE LIMITS SHOWN ON THE DRAWINGS AND DISPOSE OF OFF-SITE. 3.REMOVE THE EXISTING ASPHALT ON THE BRIDGE DECK AND DISPOSE OF OFF-SITE. REMOVE THE EXISTING ASPHALT ON THE BRIDGE DECK AND DISPOSE OF OFF-SITE. 4.REMOVE THE EXISTING BLACK WROUGHT IRON/BLACK STEEL RAILING AND DISPOSE OF OFF-SITE. REMOVE THE EXISTING BLACK WROUGHT IRON/BLACK STEEL RAILING AND DISPOSE OF OFF-SITE. 5.CONSTRUCT NEW ASPHALT APPROACHES, TO THE LIMITS AS SHOWN ON THE DRAWINGS c/w NEW GRANULAR MATERIAL CONSTRUCT NEW ASPHALT APPROACHES, TO THE LIMITS AS SHOWN ON THE DRAWINGS c/w NEW GRANULAR MATERIAL TO THE SPECIFICATIONS AS SHOWN ON THE DRAWINGS. 6.CONSTRUCT NEW ASPHALT BRIDGE DECK AS SHOWN ON THE DRAWINGS (NO GRANULARS REQUIRED). CONSTRUCT NEW ASPHALT BRIDGE DECK AS SHOWN ON THE DRAWINGS (NO GRANULARS REQUIRED). 7.CONSTRUCT NEW BRIDGE RAILINGS AS SHOWN ON THE DRAWINGS. CONSTRUCT NEW BRIDGE RAILINGS AS SHOWN ON THE DRAWINGS. 8.CONSTRUCT NEW APPROACH GUARDRAILS AS SHOWN ON THE DRAWINGS. CONSTRUCT NEW APPROACH GUARDRAILS AS SHOWN ON THE DRAWINGS. 9.RESTORE ALL GRASSED AREAS AS NOTED ON THE DRAWINGS. RESTORE ALL GRASSED AREAS AS NOTED ON THE DRAWINGS. 10.RESTORE ALL AREAS TO PRE-CONSTRUCTION CONDITION, OR BETTER.RESTORE ALL AREAS TO PRE-CONSTRUCTION CONDITION, OR BETTER.
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EXISTING SITE PLAN, DEMOLITION PLAN, MATERIALS STORAGE PLAN, TYPICAL SECTION & DETAILS
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SAWCUT EXISTING ASPHALT 500 WIDE x 51 DEEP. SEE DETAIL ON SHEET 2.
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SAWCUT EXISTING ASPHALT 500 WIDE x 51 DEEP. SEE DETAIL ON SHEET 2.
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MILL EXISTING ASPHALT SURFACE
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500 WIDE x 51 DEEP
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EXISTING ASPHALT APPROACH
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PAVEMENT STRUCTURE
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500
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EXISTING EDGE OF PAVEMENT TO BE SAWCUT AND TACK COATED PRIOR TO PLACEMENT OF ASPHALT
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NOT TO SCALE
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NEW ASPHALT APPROACHES PAVEMENT COMPOSITION: 35 HL3 SHEET ASPHALT 40 HL8 BASE ASPHALT 152 GRANULAR 'A' (OR 19 CRUSHER RUN LIMESTONE MEETING OPSS 1010 GRANULAR 'A' GRADATION SPECIFICATIONS) 305 GRANULAR 'B'
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SILT FENCE, TYPICAL SEE DETAIL ON SHEET No. 2
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SILT FENCE, TYPICAL SEE DETAIL ON SHEET No. 2
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SILT FENCE, TYPICAL SEE DETAIL ON SHEET No. 2
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SILT FENCE, TYPICAL SEE DETAIL ON SHEET No. 2
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FLOW
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FLOW
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SCALE 1:25
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SCALE - 1 : 50
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0.50
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0
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1.0m
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SCALE 1:25
Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
EXISTING BRIDGE - LOOKING EAST
EXISTING BRIDGE - LOOKING WEST
EXISTING BRIDGE - LOOKING UPSTREAM
EXISTING BRIDGE - LOOKING DOWNSTREAM
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3
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NOT TO SCALE
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MAY 2015
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EMB
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No.
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REVISIONS
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DATE
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6590Z29-2
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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ENGINEER'S STAMP
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CONSULTANT
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PTM/JAM
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR REVIEW
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MAY 01/2015
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JAM
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REHABILITATION OF PEDESTRIAN BRIDGE No. 2 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-2
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6490/Z29-2
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2
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JUL 03/2015
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J.A. MITCHES
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100085848
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FEB 29/2016
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3
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JAM
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TYPICAL STANDARDS EXISTING BRIDGE PHOTOS
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S1
3
S2
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A1
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A2
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S3
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S4
Parks Development and Infrastructure Management Branch
Parks, Forestry and Recreation
City of TorontoCapital Projects SectionL O N D O N
Project Managers & Consulting Engineers
Peter T. Mitches & Associates Limited
T O R O N T O
PLANTING PLAN
PLANTINGS SHRUB PLANTINGS
PLANTING NOTES TIMING OF RESTORATION AND
PLANTING
SHRUB PLANTING DETAIL
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159.49
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ASPHALT
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CONC RETAINING WALL
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GRASS
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Stone Wall
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Stone Wall
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EDGE OF CREEK
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Stones
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Stones
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159.25
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159
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159.25
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159
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159.25
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159.5
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159.5
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159.25
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159.5
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158.25
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158.5
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158.75
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159
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159.25
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159.25
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159
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158.25
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158.5
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158.75
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158.5
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158.75
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158.25
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158.5
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TRUE NORTH
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CONSTRUCTION NORTH
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159.5
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159.5
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EDGE OF CREEK
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EDGE OF CREEK
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EDGE OF CREEK
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CONC RETAINING WALL
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FLOW
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BLACK CREEK
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FLOW
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BLACK CREEK
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GRASS
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GRASS
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GRASS
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GRASS
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METAL RAILING
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INV 157.90
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INV 157.90
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1800%%C CULVERT
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1800%%C CULVERT
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INV 157.89
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INV 157.88
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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METAL RAILING
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0.09 TREE
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INV 158.42
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EX CB T/G 159.38
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EX MH T/G 159.62
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4
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0.75
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6590Z29-2
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PLAN FILE No.
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SHEET No.
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PROJECT No.
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TITLE
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ENGINEER'S STAMP
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CONSULTANT
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ENGINEER'S STAMP
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The Contractor shall check and verify all
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dimensions and report all errors and omissions
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to OWNER Designee for his/her written direction
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before proceeding with the Work.
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A
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B Sheet No. where detailed
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PTM/JAM
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PTM/JAM
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1
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ISSUED FOR REVIEW
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MAY 01/2015
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JAM
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REHABILITATION OF PEDESTRIAN BRIDGE No. 2 AT NORTH PARK LOCATED AT 71 CORNELIUS PARKWAY, CITY OF TORONTO
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6490/Z29-2
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6490/Z29-2
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2
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ISSUED FOR TENDER
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JUL 03/2015
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J.A. MITCHES
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100085848
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FEB 29/2016
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3
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ISSUED FOR TENDER
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FEB 29/2016
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PLANTING PLAN
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SCALE 1:75
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BUR OAK
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QUERCUS MACROCARPA
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A1
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BOTANICAL NAME
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ITEM
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COMMON NAME
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BALLED AND BURLAPPED
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3
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50mm
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CONDITION DELIVERED TO SITE
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QTY
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SIZE
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RED MAPLE
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ACER RUBRUM
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BALLED AND BURLAPPED
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THERE ARE NO TREES TO BE REMOVED FROM THE WORK AREA. HOWEVER IT IS SUGGESTED THAT THE FOLLOWING NEW TREES BE REQUIRED TO BE PLANTED TO ENHANCE THE AREA. TREE PLANTING LOCATIONS ARE AS SHOWN ON THE DRAWING BUT ARE SUBJECT TO CHANGE AS SPECIFIED BY THE CLIENT, AFTER THE CLIENT HAS VISITED THE SITE AND DETERMINED THE BEST LOCATIONS FOR THE NEW TREES.
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GRAY DOGWOOD
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CORNUS FOEMINA SPP RACEMOSA
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BOTANICAL NAME
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FIBRE POTTED
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3
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60mm HEIGHT
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CONDITION DELIVERED TO SITE
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QTY
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SIZE
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NANNYBERRY
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VIBURNUM LENTAGO
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S2
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3
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SHRUB PLANTINGS ARE RECOMMENDED TO ENHANCE THE WORK AREA. SHRUBS ARE TO BE PLACED IN THE NATURALIZATION ZONES AND SHALL BE OF THE SPECIES AND QUANTITIES AS NOTED BELOW AND AFTER THE CLIENT HAS VISITED THE SITE AND DETERMINED THE BEST LOCATIONS FOR THE NEW SHRUBS. SHRUBS TO BE PLANTED AT APPROXIMATELY 1.0m O/C.
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60mm HEIGHT
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WILD BLACK CURRENT
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RIBES AMERICANUM
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S3
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3
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60mm HEIGHT
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CHOKECHERRY
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PRUNUS VIRGINIANA
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S4
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3
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60mm HEIGHT
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FIBRE POTTED
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FIBRE POTTED
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FIBRE POTTED
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1.ALL PLANT MATERIAL SHALL BE NURSERY STOCK. ALL PLANT MATERIAL SHALL BE NURSERY STOCK. 2.STAKE ALL DECIDUOUS AND CONIFEROUS TREES. STAKE ALL DECIDUOUS AND CONIFEROUS TREES. 3.DIG ALL TREE PITS 610 LARGER THAN ROOT BALL AND PLACE TREE DIG ALL TREE PITS 610 LARGER THAN ROOT BALL AND PLACE TREE CENTERED IN PIT ON UNDISTURBED SOIL. BACKFILL WITH PARENT MATERIAL. SEE PLANTING DETAIL THIS SHEET. 4.COVER PLANTING BEDS WITH 51 TO 76 LAYER OF BARK SHREDS/CHIPS. COVER PLANTING BEDS WITH 51 TO 76 LAYER OF BARK SHREDS/CHIPS. 5.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. 6.ALL PLANT MATERIALS ARE TO BE GUARANTEED FOR TWO YEARS FROM ALL PLANT MATERIALS ARE TO BE GUARANTEED FOR TWO YEARS FROM THE DATE OF PLANTING. ANY REPLACEMENT PLANT MATERIAL WILL BE GUARANTEED FOR TWO YEARS FROM DATE OF THAT PLANTING. 7.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE CONSTRUCTION SITE SHALL BE LOCATED AND MARKED. ANY UTILITIES DAMAGED OR DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING BODY AT THE CONTRACTOR'S EXPENSE. 8.PLANT MATERIALS ARE TO BE INSTALLED AS SHOWN ON THIS SHEET. PLANT MATERIALS ARE TO BE INSTALLED AS SHOWN ON THIS SHEET. SUBSTITUTIONS ALLOWED ONLY WITH THE WRITTEN APPROVAL OF THE ONLY WITH THE WRITTEN APPROVAL OF THE WITH THE WRITTEN APPROVAL OF THE WRITTEN APPROVAL OF THE APPROVAL OF THE ENGINEER. 9.LOCATIONS OF NEW PLANT MATERIALS ARE TO BE DECIDED ON SITE, LOCATIONS OF NEW PLANT MATERIALS ARE TO BE DECIDED ON SITE, AFTER DISCUSSIONS WITH THE CLIENT.
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1.ALL PLANTS AND PLANT MATERIAL SHALL BE PLACED DIRECTLY ALL PLANTS AND PLANT MATERIAL SHALL BE PLACED DIRECTLY AFTER THE BULK OF THE CONSTRUCTION WORK HAS BEEN FINALIZED AND THERE WILL BE NO HEAVY EQUIPMENT ON SITE TO INTERFERE WITH THE TOPSOIL, SOD, OR SEED PLACEMENT. 2.CONSTRUCTION WORK TO TAKE PLACE BETWEEN JULY 01 AND CONSTRUCTION WORK TO TAKE PLACE BETWEEN JULY 01 AND MARCH 31. THERE IS TO BE NO SOD OR SEED PLACEMENT OR TREE PLANTING BETWEEN NOVEMBER TO MARCH. SHOULD THE TIMING OF THE WORKS PRECLUDE SODDING, SEEDING OR TREE PLACEMENT PRIOR TO WINTER ONSET, FULLY BIODEGRADABLE EROSION MATTING IS TO BE PLACED ON THE TOPSOILED AREAS FOR SITE STABILIZATION. EROSION MATTING SHALL BE TERRAFIX 400 g/m² (65% OPEN AREA) COIR MAT OPEN WEAVE TEXTILE AND SHALL HAVE THE JOINTS LAPPED 150 AND BE ANCHORED TO THE AREA WITH BIODEGRADABLE STAPLES. 3.SHRUB PLANTING AS SHOWN IS REQUIRED WITHIN THE SHRUB PLANTING AS SHOWN IS REQUIRED WITHIN THE NATURALIZATION ZONES TO REPLACE REMOVALS NOT TALLIED DURING CONSTRUCTION AND SHALL BE AT THE RATE AS NOTED UNDER SHRUB PLANTINGS.
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1.TOPSOIL MIX AS PER TRCA GUIDELINES. TOPSOIL MIX AS PER TRCA GUIDELINES. 2.SYNTHETIC BURLAP IS NOT PERMITTED. SYNTHETIC BURLAP IS NOT PERMITTED. 3.WATER THOROUGHLY AFTER INSTALLATION. WATER THOROUGHLY AFTER INSTALLATION. 4.CUT AND REMOVE TOP OF ROPE AND BURLAP FROM ROOTBALL IF CONTAINER IS NON-ORGANIC AND REMOVE CUT AND REMOVE TOP OF ROPE AND BURLAP FROM ROOTBALL IF CONTAINER IS NON-ORGANIC AND REMOVE 13 OF ROPE AND BURLAP FROM ROOTBALL IF CONTAINER IS NON-ORGANIC AND REMOVE COMPLETELY. 5.SCARIFY SUBGRADE PIT BOTTOM AND SIDES TO MINIMUM 150.SCARIFY SUBGRADE PIT BOTTOM AND SIDES TO MINIMUM 150.
