section a-a · vmt 1.6 m 25mm dia x 1.6m galv. pipe yagi cell phone antenna level as shown above...

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


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


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



0

17ECS-MI-04DC

1

1

ryn86280

Snapshot

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


1200

1

AS03

AS03

STAIR ACCESS TO SHAFT


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


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:


DIRECTOR,

GRAHAM HARDING ENG.


DIRECTOR,








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



0

17ECS-MI-04DC

NOTES:

1. UNLESS NOTED OTHERWISE NOMINAL COVER FOR REINFORCEMENT SHALL BE 60mm.

1

1

ryn86280

Snapshot

6300mm DIA TUNNEL

CONC BENCHING



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


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


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



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


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:


DIRECTOR,

GRAHAM HARDING ENG.


DIRECTOR,








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



0

1

ryn86280

Snapshot

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


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


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:


DIRECTOR,

GRAHAM HARDING ENG.


DIRECTOR,








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



S04

0

17ECS-MI-04DC

1

1

ryn86280

Snapshot

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


DRAWING

NUMBER:

CHECK:DESIGN:

DATE:

SCALE:


DIRECTOR,

GRAHAM HARDING ENG.


DIRECTOR,








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



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

ryn86280

Snapshot

section a-a · vmt 1.6 m 25mm dia x 1.6m galv. pipe yagi cell phone antenna level as shown above...

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