environmental study report wyecroft road improvements from ... - residents/ttr-appendixn... ·...
TRANSCRIPT
Environmental Study Report
Wyecroft Road Improvements from Bronte Road to Kerr Street
Submitted to Town of Oakvilleby IBI GroupJanuary 2020
Appendix N: General Arrangement Drawing: Fourteen Mile Creek Structure
IBI GROUP
100-175 Galaxy Boulevard
Toronto ON M9W 0C9 Canada
tel 416 679 1930 fax 416 675 4620
ibigroup.com
AutoCAD SHX Text
PLAN 1:100
AutoCAD SHX Text
STRUCTURE
AutoCAD SHX Text
SOUTH ABUT.
AutoCAD SHX Text
NORTH ABUT.
AutoCAD SHX Text
6000 APPROACH SLAB
AutoCAD SHX Text
6000 APPROACH SLAB
AutoCAD SHX Text
20000
AutoCAD SHX Text
20000
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
12+240
AutoCAD SHX Text
12+220
AutoCAD SHX Text
SOUTH SERVICE ROAD WEST
AutoCAD SHX Text
W.P. 1 1 STA. 12+214.293
AutoCAD SHX Text
W.P. 2 2 STA. 12+235.511
AutoCAD SHX Text
WEST
AutoCAD SHX Text
EAST
AutoCAD SHX Text
1
AutoCAD SHX Text
1:75
AutoCAD SHX Text
DECK CROSS SECTION
AutoCAD SHX Text
4%
AutoCAD SHX Text
ASPHALT AND WATERPROOFING SYSTEM, 90mm TOTAL
AutoCAD SHX Text
3300
AutoCAD SHX Text
3300
AutoCAD SHX Text
2000
AutoCAD SHX Text
2000
AutoCAD SHX Text
3300
AutoCAD SHX Text
3300
AutoCAD SHX Text
2000
AutoCAD SHX Text
2000
AutoCAD SHX Text
3300
AutoCAD SHX Text
3300
AutoCAD SHX Text
3300
AutoCAD SHX Text
3300
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
2000
AutoCAD SHX Text
2000
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
4%
AutoCAD SHX Text
RD
AutoCAD SHX Text
2%
AutoCAD SHX Text
2%
AutoCAD SHX Text
225 CONCRETE DECK
AutoCAD SHX Text
PVC DUCT (TYP.)
AutoCAD SHX Text
100 YEAR WATER EL. 101.90
AutoCAD SHX Text
WEST ELEVATION 1:100
AutoCAD SHX Text
SOUTH ABUT.
AutoCAD SHX Text
NORTH ABUT.
AutoCAD SHX Text
EXISTING ORIGINAL GROUND
AutoCAD SHX Text
WINGWALL
AutoCAD SHX Text
COMPACTED GRANULAR 'A' PAD
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
6474 EAST WINGWALL
AutoCAD SHX Text
6474 EAST WINGWALL
AutoCAD SHX Text
6474 EAST WINGWALL
AutoCAD SHX Text
6474 EAST WINGWALL
AutoCAD SHX Text
4000
AutoCAD SHX Text
4000
AutoCAD SHX Text
EVC STA.=12+266.000 EVC ELEV.=105.095
AutoCAD SHX Text
LOW POINT ELEV = 105.026 LOW POINT STA = 12+238.727 PVI STA = 12+236.000 PVI ELEV = 104.945 A.D. = 1.100% K = 54.55 LVC = 60.000
AutoCAD SHX Text
BVC STA.=12+206.000 BVC ELEV.=105.125
AutoCAD SHX Text
PROPOSED PROFILE N.T.S.
AutoCAD SHX Text
106
AutoCAD SHX Text
104
AutoCAD SHX Text
102
AutoCAD SHX Text
100
AutoCAD SHX Text
105
AutoCAD SHX Text
103
AutoCAD SHX Text
101
AutoCAD SHX Text
98
AutoCAD SHX Text
99
AutoCAD SHX Text
PRELIMINARY GENERAL ARRANGEMENT
AutoCAD SHX Text
WYECROFT ROAD
AutoCAD SHX Text
OVER FOURTEEN MILE CREEK (C1)
AutoCAD SHX Text
Design
AutoCAD SHX Text
Chk'd
AutoCAD SHX Text
Dimensions in millimeters unless otherwise noted.
AutoCAD SHX Text
metric.
AutoCAD SHX Text
Contract No.
AutoCAD SHX Text
Municipal Drawing No. Digital File Name
AutoCAD SHX Text
Title
AutoCAD SHX Text
Municipality
AutoCAD SHX Text
Municipal
AutoCAD SHX Text
Stamp
AutoCAD SHX Text
Water
AutoCAD SHX Text
Cable
AutoCAD SHX Text
Hydro
AutoCAD SHX Text
Traf.
AutoCAD SHX Text
Gas
AutoCAD SHX Text
Bell
AutoCAD SHX Text
Approvals
AutoCAD SHX Text
Field Notes
AutoCAD SHX Text
References
AutoCAD SHX Text
Date
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Chk'd
AutoCAD SHX Text
Drawn
AutoCAD SHX Text
Revisions
AutoCAD SHX Text
By
AutoCAD SHX Text
Date
AutoCAD SHX Text
No.
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
Town of Oakville
AutoCAD SHX Text
Department of Engineering and Construction
AutoCAD SHX Text
Stamp
AutoCAD SHX Text
Sheet
AutoCAD SHX Text
___
AutoCAD SHX Text
D. M. COZZI, P.Eng., Director of Enginering and Construction
AutoCAD SHX Text
August 2013
AutoCAD SHX Text
Z.A.
AutoCAD SHX Text
R.W.
AutoCAD SHX Text
DRAWING NAME:
AutoCAD SHX Text
CREATED:
AutoCAD SHX Text
MODIFIED:
AutoCAD SHX Text
A.M.S.
AutoCAD SHX Text
SOUTH SERVICE ROAD WEST BRIDGE
AutoCAD SHX Text
%%uGENERAL NOTES
AutoCAD SHX Text
1. DESIGN CODE: CHBDC CAN/CSA-S6-14 DESIGN CODE: CHBDC CAN/CSA-S6-14 DESIGN LOAD: CL-625-ONT 2. CLASS OF CONCRETE CLASS OF CONCRETE ALL CONCRETE....................................35 MPa (UNLESS NOTED OTHERWISE) CLASS OF CONCRETE FOR PRESTRESSED GIRDERS SHALL BE SPECIFIED ON PRESTRESSED GIRDERS DRAWING. 3. CLEAR COVER TO REINFORCING STEEL: CLEAR COVER TO REINFORCING STEEL: FOOTINGS...................................................................100±25mmDECK: TOP ..........................................................................70 20 ..........................................................................70±20BOTTOM ....................................................................40±10REMAINDER (UNLESS OTHERWISE SPECIFIED)...........70±20mm
AutoCAD SHX Text
4. REINFORCING STEEL: REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE GRADE 400W UNLESS OTHERWISE SPECIFIED. UNLESS SHOWN OTHERWISE, TENSION LAP SPLICES FOR REINFORCING STEEL SHALL BE CLASS B. STAINLESS REINFORCING STEEL SHALL BE TYPE 316 LN OR DUPLEX 2205 AND HAVE A MINIMUM YIELD STRENGTH OF 500 MPa. UNLESS OTHERWISE SPECIFIED. BAR MARKS WITH PREFIX 'S' DENOTE STAINLESS STEEL BARS. BAR HOOKS SHALL HAVE STANDARD HOOK DIMENSIONS USING MINIMUM BEND DIAMETERS, WHILE STIRRUPS AND TIES SHALL HAVE MINIMUM HOOK DIMENSIONS. ALL HOOKS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL STANDARD DRAWING SS12-1, UNLESS INDICATED OTHERWISE.
AutoCAD SHX Text
5. GFRP REINFORCING: GFRP REINFORCING: GLASS FIBRE REINFORCED POLYMER (GFRP) REINFORCING BARS SHALL BE GRADE I, GRADE II OR GRADE III AS SPECIFIED IN THE CONTRACT DOCUMENTS. THE NOMINAL DIAMETER, TENSILE MODULUS OF ELASTICITY AND GUARANTEED MINIMUM TENSILE STRENGTH SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. BAR MARKS WITH THE PREFIX GI DENOTE GRADE I GFRP BARS, BAR MARKS WITH THE PREFIX GII DENOTE GRADE II GFRP BARS AND BAR MARKS WITH THE PREFIX GIII DENOTE GRADE III GFRP BARS.