CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR, WATER INFRASTRUCTUREMANAGEMENT
GRAHAM HARDING, P. ENG.DIRECTOR,BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTIONMAJOR INFRASTRUCTURE
ENGINEERING AND CONSTRUCTION SERVICES DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNELWater
ARE IN METERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
17ECS-MI-04DC
BB-1 PERMANENT SITE PLAN
SEPTEMBER 2017
1:400
CIVIL
1078-2014-02-67 C62
AP AT DGC
GENERAL NOTES1. SPORTS FIELD TO BE SEEDED WITH BLUEGRASS SPORTS FIELD SEED MIX
· J-5 CHEWINGS FESCUE 35%· BEYOND KENTUCKY BLUEGRASS 25%· JACKPOT KENTUCKY BLUEGRASS 25%· REVENGE PERENNIAL RYEGRASS 15%
AVAILABLE AT ONTARIO SEED COMPANY, SPREAD AT 4-6 lbs/1000 sq.ft.. ALL OTHER DISTURBED AREAS TO BE SEEDEDWITH STANDARD MTO ROADSIDE MIX.
2. ALL GRANULAR MATERIAL (APPROX. DEPTH = 400mm) AND TERRAFIX CLOTH (LOCATED BENEATH THE GRANULARMATERIAL) TO BE REMOVED PRIOR TO INSTALLATION OF TOPSOIL.
3. ALL DISTURBED AREAS TO BE RESTORED WITH 300mm, MINIMUM, (AS REQUIRED TO MATCH ADJACENT UNDISTURBEDGRADES AS WELL AS PROVIDING POSITIVE DRAINAGE), OF CLEAN TOPSOIL (APPROVED BY CONTRACTADMINISTRATOR) SPREAD EVENLY IN INDIVIDUALLY COMPACTED CONTINUOUS LAYERS OF 150mm, AS REQUIRED ANDSEEDED.
4. THE LOCATION OF ALL UNDER/ABOVE MUNICIPAL SERVICES, UTILITIES, AND STRUCTURES ARE APPROXIMATE ONLY.NOT ALL MUNICIPAL SERVICES AND UTILITIES ARE SHOWN AND WHERE SHOWN ON THE DRAWINGS. THECOMPLETENESS AND ACCURACY OF THE LOCATION OF SUCH SERVICE, UTILITIES, AND STRUCTURES ARE NOTGUARANTEED. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL SUCH SERVICES, UTILITIES, ANDSTRUCTURES BY CONSULTING THE APPROPRIATE AUTHORITIES OR UTILITY COMPANIES CONCERNED. THECONTRACTORS SHALL PROVE THE LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND SHALL ASSUME ALLLIABILITY FOR DAMAGE OR RESTORATION TO SAME. ALL CONNECTION POINTS AND MATERIAL TYPE TO BE VERIFIED INTHE FIELD PRIOR TO CONSTRUCTION. THE CONTRACT ADMINISTRATOR SHALL BE NOTIFIED IMMEDIATELY OF ANYCONFLICT WITH EXISTING SERVICES.
5. VENTILATION GRATING ELEVATION HAS BEEN SET ABOVE REGIONAL FLOOD ELEVATION OF 84.05m
6. REFER TO ARCHITECTURAL DRAWINGS FOR BB-1 VENTILATION SHAFT ENCLOSURE PLANS.
PRINCE EDWARD VIADUCT PRINCE EDWARD VIADUCT
BAYVIEW AVENUE
DON RIVER
CITY OF TORONTO
STREET LINE
STREET LINE
PROP
ERTY
LINE
PROP
ERTY
LINE
TRCA REGULATION LIMIT
CITY OF TORONTO
CITY OF TORONTO
RAILW
AY C
ORRI
DOR
RAILW
AY C
ORRI
DOR
STRE
ET LI
NE
TORONTO BOARD OF EDUCATION ROSEDALE HEIGHTS SECONDARY SCHOOL
EXISTING FENCE
VENTILATION CHAMBERGRATING ELEV. AT 84.35m(REFER TO NOTE 5)
NEW SPORTS TRACK
Date/Time, Plotted : 6/9/2017 4:31:37 PM
CB TUNNEL(6.3m I.D.)
3:1
3:10.30m
0.30m
0.50m 1.50m 5.00m1% 1%
SPORTS TRACK DRAINAGE SECTION DETAILN.T.S.
SECTION A-A
140mm RUBBER L CURB
100mm Ø PVC SUBDRAIN PIPE
300mm SANDY / TOPSOIL MIX
100mm Ø PVC SUBDRAIN PIPE
BLUEGRASS SPORTS FIELD SEED MIX, REFER TO NOTE 1
PROPOSED 5m SPORTS TRACKSEE DETAIL 1
GRANULAR MATERIAL150mm Ø FIELD HEADER DRAIN
140mm RUBBER L CURB150mm Ø SUBDRAIN PIPE
AA
150mm DIA SUBDRAIN
100mm DIA SUBDRAINS @3m C.C. INSIDE TRACK, TYP
GRANULAR ACCESS ROAD WITH150mm GRANULAR A OVERLYING300mm GRANULAR B
I.E. 81.5
82.3 82.4
82.3
82.53
82.3
I.E. 81.2
82.382.4
82.482.3I.E. 81.7
82.53
82.4
82.4 82.53
82.3
82.3
82.382.3
I.E. 81.5
81.37
1%1%
1%1%
1%
1%
I.E. 81.6
I.E. 82.3
I.E. 81.382.382.3
82.3
82.3
82.3
I.E. 81.35
81.25
I.E. 81.4
I.E. 81.75
I.E. 81.98 I.E. 81.75
I.E. 81.8 (HP)
REMOVABLE PANELS(BURIED BELOW
RESTORED GRADE)REFER TO STRUCTURAL
DRAWINGS
BB-1 (20.0m I.D.) (BURIED0.5m BELOW RESTOREDGRADE)
0 SEP 2017 ISSUED FOR TENDER DGC
50mm OF RUNNING TRACK SURFACER BY MARCO CLAY50mm OF 6mm LIMESTONE SCREENINGS
200mm OF 19mm CRUSHER RUN
SPORTS TRACK RESTORATIONN.T.S.
1
LEGENDNEW SPOT ELEVATIONS82.12
INVERT ELEVATIONSI.E. 82.12
EXISTING ELEVATIONS
1
1
1 NOV 2017 ISSUED FOR ADDENDUM 3 DGC
150mm SPORTS FIELDSUBDRAIN HEADER
150mm SPORTS FIELDSUBDRAIN OUTLETTO OPSD 206.050I.E. 81.15
1
1
17ECS-MI-04DC
DON & WATERFRONT WET WEATHER FLOW SYSTEM
DGC RV
1078-2014-02-91
COXWELL BYPASS TUNNEL
ARE IN METERS UNLESS OTHERWISE NOTED
MEASUREMENTS SHOWN ON THESE PLANS
METRIC
TI01
DETAILS
INSTRUMENTATION DETAILS AND SCHEDULE
engineering environment infrastructure
R.V.Anderson Associates Limited
in association with
PLAN
SECTION DETAIL
1.8 m (MIN)
EXISTING GRADE30mm BELOW
300
mm
0 OCT 2017 ISSUED FOR TENDER DGC
SIGNEDINITIALREVISIONSDATENo.
DESIGN:
DATE:
SCALE: AS SHOWN
DRAFTING: CHECK:
DRAWING
NUMBER:
CH CONTRACT No.
Water
MANAGEMENT MAJOR INFRASTRUCTURE
DIRECTOR, DESIGN & CONSTRUCTION
BILL DE ANGELIS, P. ENG., MBAGRAHAM HARDING, P. ENG.
DIRECTOR, WATER INFRASTRUCTURE
ENGINEERING & CONSTRUCTION SERVICES
4VIBRATION MONITOR BASENTS
NTS
SHALLOW IN-GROUND MONITORING POINT INSTALLATION2
1MULTIPOINT BOREHOLE EXTENSOMETER (MPBX)NTS
NTS
NOISE AND VIBRATION PERMANENT INSTALLATION3
* OFFSET FROM CENTRE OF SHAFT (NOTE 2)PIPE CAP
EXISTING GROUND SURFACE
INCLINOMETER CASING
GROUT
PIPE CAP
GASKETSYSTEM w/ "O" RING INTEGRAL COUPLING
CONCRETE FILL
300X300X225COVER, RECTANGULAR MANHOLE ACCESS BOX & PREFABRICATED
100
100
3.0
m (T
YP)
NTS
INCLINOMETER CASING5
PERPENDICULAR TO EXCAVATIONTO BE POSITIONED PARALLEL ANDPROBE ORTHOGONAL SETS OF GROOVESCONTINUOUS TRACK FOR INCLINOMETERFULL LENGTH OF CASING TO FORMLONGITUDINAL GROOVE ALIGNED FORINCLINOMETER CASING
BENTONITE - CEMENT GROUT
4 GROOVE
S @ 90°
OUTER STEEL CASINGWALL OF BOREHOLE OR
A
NTSA
SECTION
300mm
CLR.
50m
m MIN
75mm (TYP)
150mm DIA. HOLE IN BASE
100mm THICK GRAVEL BASE
BOREHOLE 150mm DIA. MIN.
68.75mm OD CASING
(IN
ST
ALL T
O T
OP O
F B
ED
RO
CK)
NOTES:
BE COMPLETED IN ACCORDANCE WITH SPECIFICATION 01050.
PRE-CONDITION CONSTRUCTION AND POST-CONDITION CONDITION SURVEYS TO 11.
AND NOTIFY THE CONTRACT ADMINISTRATOR.
IMMEDIATELY, IF REQUIRED TAKE IMMEDIATE ACTION TO STABILIZE THE GROUND
IF ALERT LEVEL IS REACHED, THE CONTRACTOR SHALL STOP TUNNELLING 10.
SPECIFICATION SECTION 02360.
ADMINISTRATOR IMMEDIATELY. AND IMPLEMENT MITIGATION MEASURES OF
IF REVIEW LEVEL IS REACHED CONTRACTOR IS TO NOTIFY CONTRACT 9.
INSTRUMENTS INSTALLED.
REVIEW AND ALERT LEVELS ESTABLISHED ARE APPLICABLE FOR ALL 8.
PROJECT INFORMATION LINE 416-392-2990.
SURFACE BOX COVER TO BE TAGGED WITH THE SMP NUMBER AND CITY'S 7.
REINSTALLED AT CONTRACTOR'S EXPENSE.
UNACCEPTABLE TO THE CONTRACT ADMINISTRATOR SHALL BE REMOVED AND
WITH CORROSION RESISTANT MATERIAL. INSTALLATION INDICATED AS BEING
WITH EXISTING ROAD OR OTHER SURFACE. LOCKABLE COVERS TO BE FURNISHED
SURFACE BOX WITH PROTECTIVE LOCKABLE COVER TO BE INSTALLED FLUSH 6.
TORONTO DATABASE. CONTRACTOR TO CONFIRM EXTENT OF BUILDINGS.
BUILDINGS SHOWN ARE FOR REFERENCE ONLY AND ARE BASED ON CITY OF 5.
EXCAVATION METHOD IN ACCORDANCE WITH CONTRACT SPECIFICATION.
ADMINISTRATOR SHALL INFORM THE CONTRACTOR TO REVIEW AND ADJUST
NOTIFY CONTRACT ADMINISTRATOR IMMEDIATELY. THE CONTRACT
TABLE 1. IF REVIEW AND ALERT LEVELS ARE REACHED, THE CONTRACTOR SHALL
SETTLEMENT REVIEW AND ALERT LEVELS FOR SMPs AND TMPs ARE DEFINED IN 4.
DAYS PRIOR TO TUNNEL FACE REACHING INSTRUMENT LOCATION.
REFLECTIVE SURVEY MARKER (RSM) TO BE INSTALLED MINIMUM 60 WORKING
SURFACE MONITORING POINTS (SMP), TRACK MONITORING POINTS (TMP) AND 3.
CONSTRUCTION.
HYDRO TOWERS DETAILED IN TABLE 2 TO BE MONITORED DURING
REFER TO THE PLAN AND PROFILE (DRAWINGS C1 TO C38) FOR THE LOCATION OF 2.
DETERMINED IN THE FIELD FOR UTILITY CLEARANCES.
INSTRUMENTATIONS ARE APPROXIMATE. ACTUAL LOCATIONS SHALL BE
PROPOSED LOCATION OF THE TUNNEL INSTRUMENTATION. LOCATIONS OF THE
REFER TO THE INSTRUMENTATION LAYOUTS (DRAWINGS TI02-TI16) FOR THE 1.
SOUTH
1.2
m
SOLAR PANEL130 WATT, 12 VDC
GALV. PIPE75mm SCHEDULE 80
(NOTE 1)1.2m MIN DEPTH CONCRETE TO TUBE WITH MIN 450mm DIA
BOX WITHVENTED MOUNTED POLE BATTERY 4 POSITION
VMT
1.6
m
25mm DIA X 1.6m GALV. PIPE
YAGI CELL PHONE ANTENNA
LEVEL AS SHOWN ABOVE GROUND
MOUNTED AT 3.6mMICROPHONE
FEMALE GALV. PIPE ADAPTOR25mm FEMALE TO 75mm
OVERCAST SKIES).DAYS BACKUP POWER (HEAVY 5.1 AVG HRS. OF SUN AND 5 269 WHR/DAY REQUIREMENT, NOTE SOLAR SIZING BASED ON:
SOLAR CONTROLLER AMP MORNINGSTART
BATTERIES WITH 10 8A31DT AGM
INSTALL 3 EA, DEKA
3m CABLE ATTACHMENT3680 WITH GEOPHONE BRUEL & KJAER TYPE
TYP 4 PLACES87mm "U" BOLTS,
25mm X 100mm LONG NPT NIPPLE
BRUEL & KJAER 4952 MICROPHONE
CELL MODEMMONITOR WITH 3639-A NOISE BRUEL & KJAER
OCTOBER 2017
MEASUREMENT
APPENDICIES.GEOTECHNICAL CONDITIONS, DETAILED IN THE CONTRACT CONTRACTOR TO DESIGN FOOTING CONSIDERING SITE SPECIFIC 1.
NOTES:
1
1
1 NOV 2017 DGCISSUED FOR ADDENDUM 3
6300mm DIA TUNNELINV EL VARIES (23.50mTO EL 23.47m)
FRP STAIR
BAFFLE WALL
CONC SECANT PILEWALL (SHORING, TOBE DESIGNED BYCONTRACTOR)
KNOCKOUT PANEL FOR FUTURE3000 WIDE x 3000 DEEP BOXINLET AT INV EL 68.800m
FINISHED GRADE
VENTILATION SHAFT C/WGALV STEEL OPENGRATING
STAIR ACCESS HATCH(FLOOD PROOF)
FLOOD PROOF HATCHES(FLUSH MOUNT)
4000 x 2000 OPENING WITHREMOVABLE CONC SLAB(EQUIPMENT ACCESS)
FLOOD PROOF HATCHES(FLUSH MOUNT)
VENTILATION SHAFTC/W 2760x1000 GALVSTEEL OPEN GRATING(EQUIPMENT ACCESS)
(TERMINATED OUTSIDE OFSHAFT WALL FOR FUTURECONNECTION)2250mm DIA FLUSHING PIPEINV EL 72.750m
CONC INFILL
600mm DIA FUTURE VENT,INV EL 72.750m
6300mm DIA TUNNELINV EL VARIES (23.50m TO EL 23.47m)
KNOCKOUT PANEL FORFUTURE 3000 WIDE x 3000 DEEPBOX INLET AT INV EL 68.800m
BAFFLE WALL
BAFFLE DROPSTRUCTURE
(TERMINATED OUTSIDESHAFT WALL FOR FUTURECONNECTION) 2250mm DIAFLUSHING PIPE ATINV EL 72.750m
45° BENCHING ABOVE
50 mm SS(316) WATER SERVICECONNECTION THROUGH WALL C/WCONNECTION TO PVC W/MOUTSIDE OF SHAFT INLETAT INV. EL 76.330m
No. DATE REVISIONS INITIAL SIGNED
DRAWING
NUMBER:
CHECK:DESIGN:
DATE:
SCALE:
DRAFTING: CONTRACT No.
DIRECTOR,
GRAHAM HARDING ENG.
WATER INFRASTRUCTURE MANAGEMENT
DIRECTOR,
BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTION
DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNEL
ENGINEERING AND CONSTRUCTION SERVICES
MAJOR INFRASTRUCTURE
MEASUREMENTS SHOWN ON THESE PLANS
ARE IN MILLIMETERS UNLESS OTHERWISE NOTED
METRIC
11/2
7/2
017 1
1:3
5:5
2 A
M IHES-2(B) - GENERAL ARRANGEMENT-PLATFORMS, LADDERS AND PIPING
GENERAL ARRANGEMENT
GDN FZ DT
NTS
SEPTEMBER 20171078-2014-02-109 S01
IHES-2(B) 3D VIEW 1 IHES-2(B) 3D VIEW 2
NTS NTS
1 SEP 2017 ISSUED FOR TENDER DGC
2 NOV 2017 ISSUED FOR ADDENDUM 3 DGC
0
17ECS-MI-04DC
1
1
AS03
AS03
6300mm DIA TUNNELINV EL 23.50m
BS03
BS03
DIA
6300
OPEN
OPEN
700
CONC INFILL,TYP
TUNNEL CL
BAFFLE WALL
SHAFT CL
SHAFT CL
6°
SLOPE
8400
CONC INFILL TOEL 31.050
DETAIL
TYP
8100
S05
1
TYP
1500
CONC BENCHING
R 1
0800
800
2100
BENCHING
LADDER
45°
SLOPE
CONC BENCHING
45° BENCHINGABOVE
2100
45° SLOPEBENCHING
R 1
0000
N 4835423.6716E 319275.1590
3150
1200
6300mm DIA TUNNELINV EL 23.47m
1200
1
AS03
AS03
STAIR ACCESS TO SHAFT
4000 x 2000 OPENING WITHREMOVABLE CONC SLAB(EQUIPMENT ACCESS)
BS03
BS03
1800x1800 HATCH
SHAFT CL
WALL BELOW
SHAFT CL
CONC SECANT PILE WALL(SHORING, TO BE DESIGNEDBY CONTRACTOR)
2000 2800
BS05
EL 79.500
DS06
DS06
1000 THK CONCPRECAST PLANK
2000
500 THK CAST IN PLACECONC TOPPING OVERPRECAST PLANK
20002000 20002800
VENTILATION SHAFTC/W 2340x1000mm GALVSTEEL OPEN 40 THKGRATING
6480
3450
EL 79.000
1000
5710
300
TYP300
2000 2000
TY
P
300
400
2800 2000
ES05
1200x1200 HATCH
2760x1000 VENTILATIONSHAFT C/W 40 THK GALVSTEEL OPEN GRATING
6000305
HINGE LOCATIONTYP
R 1
0800
TYP
3000
AS06
AS06
1270
CS06
ADD 4-35M T&B DIAGONALBARS IN CONC TOPPING,TYP
GS05
AS05
4-35M T&B BARS,4200 LONG IN CONCTOPPING
BS06
BS06
2000
530
1000
AS03
AS03
BAFFLEWALL
SS WALL THIMBLE FORFUTURE 600mm DIAVENT AT INVEL 72.750m
2250mm DIA FLUSHINGPIPE AT INV EL 72.750mCAPPED OUTSIDE OFSHAFT
KNOCKOUT PANELFOR FUTURE3000 WIDE x 3000 DEEPBOX INLET ATINV EL 68.800m
BS03
BS03
55°
CONC SECANT PILE WALL(SHORING, TO BE DESIGNEDBY CONTRACTOR)
2100
700
CL
CL
CONC INFILL,TYP
SHAFT CL
SHAFT CL
TYP
2500
OPEN
OPEN
FRP STAIR& LANDING
UP
TY
P700
TYP500
TYP500
EL 68.500
TYP
3600
32°
R 10800
SEE STD DETAIL
FOR REINFAROUNDOPENING
SEE STD DETAIL FOR
REINF AROUND OPENING
45° SLOPEBENCHING,TYP
500
TYP
1500
800
R 10000
6000
N 4835423.6716E 319275.1590
50 mm SS(316) WATERSERVICE CONNECTIONTHROUGH WALL C/WCONNECTION TO PVC W/MOUTSIDE OF SHAFT INLETAT INV. EL 76.330m
-
S31
-
S315130
2400
1000
3060
1000
2500
FRPPLATFORM
2
SHAFT CL
SHAFT CL
35M@150
35M@150 EW,9000 LONG
R 5
000
R 4500R
3000
35M@150
35M@150
TYP
150
SHAFT CL
SHAFT CL
35M@150
35M@150
35M@150 EW2 LAYERS, 13000LONG
R 5
000R 6
500
TYP
150
No. DATE REVISIONS INITIAL SIGNED
DRAWING
NUMBER:
CHECK:DESIGN:
DATE:
SCALE:
DRAFTING: CONTRACT No.
DIRECTOR,
GRAHAM HARDING ENG.
WATER INFRASTRUCTURE MANAGEMENT
DIRECTOR,
BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTION
DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNEL
ENGINEERING AND CONSTRUCTION SERVICES
MAJOR INFRASTRUCTURE
MEASUREMENTS SHOWN ON THESE PLANS
ARE IN MILLIMETERS UNLESS OTHERWISE NOTED
METRIC
11/2
7/2
017 1
1:3
5:5
4 A
M IHES-2(B) - SHAFT PLANS
PLANS
GDN FZ DT
1:100
SEPTEMBER 20171078-2014-02-110 S02
PLAN AT EL 31.000
ROOF PLAN AT EL 79.000
PLAN AT EL 68.500
PART PLAN AT BASE SLAB BOTTOM REINF
01 2 4 m#M100
01 2 4 m#M100
01 2 4 m#M100
01 2 4 m#M100
PART PLAN AT BASE SLAB TOP REINF01 2 4 m
#M100
N
1 SEP 2017 ISSUED FOR TENDER DGC
2 NOV 2017 ISSUED FOR ADDENDUM 3 DGC
0
17ECS-MI-04DC
NOTES:
1. UNLESS NOTED OTHERWISE NOMINAL COVER FOR REINFORCEMENT SHALL BE 60mm.
1
1
6300mm DIA TUNNEL
CONC BENCHING
4000 x 2000 OPENING WITHREMOVABLE CONC SLAB(EQUIPMENT ACCESS)
CONC SECANT PILEWALL (SHORING, TOBE DESIGNED BYCONTRACTOR)
2250mm DIA FLUSHINGPIPE, INV EL 72.750m,CAPPED EXTERIOR OFSHAFT
KNOCKOUT PANEL FOR FUTURE3000 WIDE x3000 DEEPINLET AT INV EL 68.800m
SHAFT CL
DIA 6300
TY
P550
CONCSTUB TYP
DS05
CS05
ROUGHEN SURFACETO 6mm AMPLITUDE, TYP
OPEN
68.500
35.700
MAX W.L.
T/ ROCKSEE DWG S34
T/BASE SLAB
T/TOP SLAB
1500
31.600
27.650
64.400
DETAIL
TUNNELCL
TUNNELCL
S05
4
DETAIL
S05
2
AS04
REINF
AS04
REINF
79.000
REINF
AS04
REINF
AS04
REINF
GRADE
79.500
39.800
1200x1200 HATCH
VARIES
CONC BENCHING
3000
45° SLOPEBENCHING
45°SL
OPE
LADDER
6°
SLOPE
78.500
DS06
REINF AS06
72.400
23.400
1
1
CONCBENCHING
SHAFT CL
LADDER
3S05
CONC STUB BEHIND
BAFFLE SLABBEHIND, TYP
REINF
TYP
CONC SECANT PILEWALL (SHORING, TOBE DESIGNED BYCONTRACTOR)
REINF
35.700
68.500
T/BASE SLAB
CONC INFILLBEHIND
GRADE
MAX W.L
TUNNEL CL
FRP PLATFORM,TYP
REINF
TYP
2500x1000mmAIR VENT, TYP
64.400
39.800
31.600
60.300
43.900
AS04
AS04A
S04
TYP
3500
REINF
4000 x 2000 OPENING WITHREMOVABLE CONC SLAB(EQUIPMENT ACCESS)
26.650
1500
T/TOP SLAB
3000
1500
SLOPE
T/ ROCKSEE DWG S34
VARIES
3150
8400
FS05
OPEN
S31
-
45° SLOPEBENCHINGBEHIND
45° SLOPEBENCHING
S31
- SEE STD DETAIL
FOR ACCESS HATCH
SEE STD DETAIL FOR
REINF AROUND OPENING
4190T/BENCHING
5S0545° BENCHING
ABOVE
BAFFLE WALL
CONC INFILLBEHIND
AS06
72.40072.604
79.500
79.000
500
45° SLOPEBENCHING
29.800
6300mm DIA TUNNELINV EL 23.50m
6300mm DIA TUNNELINV EL 23.47m
50 mm S.S. (316) WATERSERVICE CONNECTIONW FIRE HOSE BIB ATEVERY PLATFORM
50mm SS (316) WATER SERVICECONNECTIONTHROUGH WALL C/WCONNECTION TO PVC W/MOUTSIDE OF SHAFT INLETAT INV. EL 76.330m
4S36
DETAIL
DETAIL
0.15%
23.400
78.500
75.385
70.521
65.658
60.794
41.340
36.477
1
1
1
1
1
1
1
1
FRP SUPPORTBRACEING, TYP
No. DATE REVISIONS INITIAL SIGNED
DRAWING
NUMBER:
CHECK:DESIGN:
DATE:
SCALE:
DRAFTING: CONTRACT No.
DIRECTOR,
GRAHAM HARDING ENG.
WATER INFRASTRUCTURE MANAGEMENT
DIRECTOR,
BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTION
DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNEL
ENGINEERING AND CONSTRUCTION SERVICES
MAJOR INFRASTRUCTURE
MEASUREMENTS SHOWN ON THESE PLANS
ARE IN MILLIMETERS UNLESS OTHERWISE NOTED
METRIC
11/2
7/2
017 1
1:3
5:5
5 A
M IHES-2(B) - SHAFT SECTIONS
SECTIONS
GDN FZ DT
1:100
SEPTEMBER 20171078-2014-02-111 S03
S02
SECTIONAS02
SECTIONB
10 S
LA
BS
@ 4
100
01 2 4 m#M100
01 2 4 m#M100
17ECS-MI-04DC
1 SEP 2017 ISSUED FOR TENDER DGC
2 NOV 2017 ISSUED FOR ADDENDUM 3 DGC
0
1
SHAFT CL
SHAFT CL
BAFFLE WALL
700
25M@150 EW EF
R 1
0800
S05
1DETAIL
OPEN
AS04
FOR HORIZ REINF
LAP
1500
TYP
AS04
AS04
30M@150 EF VERT (TO EL 44.500)30M@300 EF VERT (EL 44.500 TO 61.600)25M@300 EF VERT (EL 61.600 TO 77.500)
25M@150 SHEAR TIES(UPTO EL 29.500)
800
SHAFT CL
SHAFT CL
25M@150
25M@300
20M@300
15M@450
NO SHEAR TIES INTHIS AREA
15M@300
1000 1000 1850 1000 1000
R 4
000
DS05
CS05
30M@150 EF,VERT
35M@150
4-35M SIDE FACEBARS, TYP
ROUGHEN SURFACETO 6mm AMPLITUDE,TYP
35M@150
35M@150 EW 35M@150 EW2 LAYERS
T/BASE SLAB
2-25M
25M@150 EW T&B,TYP
25M@150 U BARS
25M@150 EW EF
BENCHING
CONC SECANTPILE WALL(SHORING TO BEDESIGNED BYCONTRACTOR)
25M@300U BARS
25M@150 U BARS
25M@300 U BARS
DS06
REINF
6000
35M SHEAR FRICTION DWLS@125 WITH STD HOOK MINLENGTH 4000, TYP
30M@150 EF,VERT
1500
77.500
79.000
T/TOP SLAB
61.600
CONC STUB,TYP
TUNNEL CL
4000 x 2000 OPENING WITHREMOVABLE CONC SLAB(EQUIPMENT ACCESS)
TUNNEL CL
GRADE
79.500
1200x1200 HATCH
1500
TYP
1500
TY
P
2000
NO SHEAR TIES IN THIS AREA
35M@150
35M@150
FOR SHEAR TIES SEE PART PLANOF BASE SLAB SHEAR REINF/S04
TYP
1500
25M
@150 S
HE
AR
TIE
S
CENTRE OF BOTTOM CURVEEL 59.881
OPEN
R 3
9400
30M@300 EF,VERT
25M@300 EF,VERT
30M@300 EF,VERT
25M@300 EF,VERT
3000
S31
-FOR ACCESS HATCH
CONC BENCHING
45°SL
OPE
44.500
6°
SLOPE
25M@150 EF
25M@150 EF
25M DWLS @150EF
25M@150 U BARS
6300
DIA
OPE
NIN
G
SEE STD DETAIL
REINF AS06
100 m
mC
OV
ER
44.500
LADDER
23.400
1
No. DATE REVISIONS INITIAL SIGNED
DRAWING
NUMBER:
CHECK:DESIGN:
DATE:
SCALE:
DRAFTING: CONTRACT No.
DIRECTOR,
GRAHAM HARDING ENG.
WATER INFRASTRUCTURE MANAGEMENT
DIRECTOR,
BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTION
DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNEL
ENGINEERING AND CONSTRUCTION SERVICES
MAJOR INFRASTRUCTURE
MEASUREMENTS SHOWN ON THESE PLANS
ARE IN MILLIMETERS UNLESS OTHERWISE NOTED
METRIC
11/2
7/2
017 1
1:3
5:5
9 A
M IHES-2(B) - SHAFT REINFORCEMENT DETAILS
PLANS AND SECTION
GDN FZ DT
AS SHOWN
SEPTEMBER 20171078-2014-02-112 S04
NOTES:
1. FOR PLAN & SECTIONS SEE DWG NO S02, S03.
2. REFER TO DRAWING S31 FOR TYPICAL LAP ARRANGEMENT FOR HORIZONTAL AND VERTICAL REINFORCING.
3. UNLESS NOTED OTHERWISE NOMINAL COVER FOR REINFORCEMENT SHALL BE 60mm.
SHAFT WALL REINF PLAN01 2 4 m
#M100
00.75 1.5 3 m#M75
PART PLAN AT BASE SLAB SHEAR REINF01 2 4 m
#M100
30M
@150 E
F, H
OR
Z25M
@150 E
F, H
OR
Z20M
@150 E
F, H
OR
Z
15900
17100
21000
S03
SECTIONA
1 SEP 2017 ISSUED FOR TENDER DGC
2 NOV 2017 ISSUED FOR ADDENDUM 3 DGC
S04
0
17ECS-MI-04DC
1
1
10-25M
15M@150 TIES
SHAFT WALL
PAPER JOINT
500
CONFORMED AT SITEACTUAL DIM TO BE
CONFORMED AT SITEACTUAL DIM TO BE
BAFFLE WALL
PAPER JOINT
8-25M
15M@150 TIES
500
500
ADD 3-25M EFDIAGONAL BARS,TYP
ADD 3-25M EFHORIZONTAL BARS,TYP
ADD 3-25M EFVERTICAL BARS,TYP
TYP1500
4190
8400 1500
TY
P
1500
26.860
TYP
T/TOP SLAB
500 THK CAST IN PLACECONC TOPPING OVER1000 THK PRECAST PLANK
(EQUIPMENT ACCESS)
2000 OPNGREINF
1500
79.000
REMOVABLE SLAB
25M@150 EW EFTYP
25M@150 EW T&BTYP
GRADE
300
TYP300
79.500
AS06
700
T/BASE SLAB
25M@150 EF
25M@150 U BARS
25M@150 EF
BENCHING
AS04
REINF
1300
25M DWLS @150EF
ROUGHENSURFACE TO6mm AMPLITUDE
6° FLOORSLOPE
23.400
1
SHAFT WALL
.
40mm DEEP RECESS INSHAFT WALL, TYP
DWL BAR SPLICERSCAST IN SHAFT WALL
THREADEDDWL BARS
BAFFLE WALL
FORM SAVERS
SHAFT REINF NOTSHOWN FOR CLARITY
25M@150 DWLS
SHAFT WALL
DWL BARSPLICERSCAST IN SHAFTWALL
THREADEDDWL BARS
FORM SAVERS
25M@150DWLS
SHAFT REINF NOTSHOWN FOR CLARITY
40mm DEEP RECESS INSHAFT WALL, TYP
100 m
mC
OV
ER
6x100 WELDED HEADEDSTUDS @ 600 CTRS(MIN 2 PER SIDE)
10mm CLEARANCE
L 51x51x9.5 HOT DIPGALVANIZE AFTERFABRICATION
GALV STEEL GRATING
20mm SS EXP ANCHORS ORADHESIVE ANCHORS @ 600 CTRS (MIN 2 PER SIDE)
L 76x76x6.4(GALV STEEL)
MINIMUMEMBED120
40
ADD 4-35M EFVERTICAL BARS, TYP
ADD 4-35M EFHORIZONTAL BARS, TYP
ADD 2-35M EFDIAGONAL BARS, TYP
TYP1000
0
R 3
150
TYP
1500
TY
P
1500
T/BASE SLAB
23.400
2-35M
8-35M
35M@150 L BARS
3-35M
35M@150U BARS
35M@150U BARS
8-35M
35M@150 U BARS
35M SHEAR FRICTION DWLS2- BUNDLED BARS @125WITH STD HOOK MIN LENGTH4000 FOR 3500mm EA SIDE OFTUNNEL, TYP
T/BASE SLAB
FOR REINFAS04
25m ALL AROUND DWLS@150600mm LONG 300mm EMBDWITH HILTI HIT-RE 500 V3,TYP
300
25mm EXPANDINGWATERSTOP AROUNDPERIMETER OF LINING
-S36
CIP CONCRETE LINING
23.400
79.000
77.500FIN
ISH
ED
SLA
B
1500
1000
500 T/TOP SLAB
50
100 THICKPOLYSULPHIDESEALENT
CAST IN PLACECONC TOPPINGOVER PRECASTPLANK
DS06
REINFREINF
AS04
REINF
79.500
GRADE
BS06
STAIR ACCESS COVER(SEE DWG S31)
25M@150, TYP
4-25M, TYP
500 THK CAST IN PLACECONC TOPPING OVER1000 THK PRECAST PLANK
500RC CURB,TYP
79.500
GRADE
79.000
1500
T/TOP SLAB
AS06
REINFOPNG
STAIR
BS06
REINF
No. DATE REVISIONS INITIAL SIGNED
DRAWING
NUMBER:
CHECK:DESIGN:
DATE:
SCALE:
DRAFTING: CONTRACT No.
DIRECTOR,
GRAHAM HARDING ENG.
WATER INFRASTRUCTURE MANAGEMENT
DIRECTOR,
BILL DE ANGELIS, P. ENG.
DESIGN & CONSTRUCTION
DON & WATERFRONT WET WEATHER FLOW SYSTEMCOXWELL BYPASS TUNNEL
ENGINEERING AND CONSTRUCTION SERVICES
MAJOR INFRASTRUCTURE
MEASUREMENTS SHOWN ON THESE PLANS
ARE IN MILLIMETERS UNLESS OTHERWISE NOTED
METRIC
11/2
7/2
017 1
1:3
6:0
1 A
M IHES-2(B) - SHAFT DETAILS
DETAILS
GDN FZ DT
AS SHOWN
SEPTEMBER 20171078-2014-02-113 S05
S03
SECTIONDS03
SECTIONC
S03
DETAIL3
S02
SECTIONB
S03
DETAIL4
S02
DETAIL1
S03
DETAIL2
S02
SECTIONE
NTS
00.5 1 2 m#M50
00.5 1 2 m#M50
0250 500 1000 mm#M25
0250 500 1000 mm#M25
00.5 1 2 m#M50
00.5 1 2 m#M50
00.75 1.5 3 m#M75
00.5 1 2 m#M50
S03
SECTIONF01 2 4 m
#M100
S03
DETAIL5
S02
SECTIONG00.5 1 2 m
#M50
S02
SECTIONA
00.5 1 2 m#M50
1 SEP 2017 ISSUED FOR TENDER DGC
2 NOV 2017 ISSUED FOR ADDENDUM 3 DGC
0
17ECS-MI-04DC
NOTES:
1. REFER TO DRAWING S31 FOR TYPICAL LAP ARRANGEMENT FOR HORIZONTAL AND VERTICAL REINFORCING.2. UNLESS NOTED OTHERWISE NOMINAL COVER FOR REINFORCEMENT SHALL BE 60mm.
1
1