PLAN SECTION A-A...Linear Underground Infrastructure Manager, Design & Construction DAN CAMPEANU, P.ENG. 02020060047 308089.089 4845332.408 N/A 12319652406 12319652411 12319653507

EASTING NORTHING ELEVATION

B.M. STATION

H.C.M. STATION

HORIZONTAL \ VERTICAL CONTROL MONUMENTS

CONSULTANTS

Construction Services

Engineering &

EXECUTIVE DIRECTOR

MICHAEL D'ANDREA, P.ENG

Linear Underground Infrastructure

Director, Design & Construction

JOHN P. KELLY, P.ENG.

02019720287 309770.663 4845842.900 N/A

N/A308117.036 02019774504 4845240.471

N/A309857.516 02019784194 4845230.631

12319652401 186.471309752 4845741

Basement Flooding Protection Program


Manager, Design & Construction

DAN CAMPEANU, P.ENG.

02020060047 308089.089 4845332.408 N/A

12319652406

12319652411

12319653507

308072 4845434 194.391

309155 4845247 189.922

307904 4845804 196.685

DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION

STREETLINE

MAPPING

UTILITY

DESIGN

Engineering & Construction Services

SURVEY(2016) y17397svy.dgn

y17397stm.dgn, y17397stmpf.dgn, y17397ssc.dgn

y17397ugs.dgn

y17397top.dgn

y17397psl.dgn 0 JAN. 25/19 DBISSUED FOR TENDER

1 MAR. 19/19 DBADDENDUM 1

MUD MAT

SILT SACK DETAIL

DETAILS

5018-04388-008

(THIS P

AG

E)

SE

E D

ET

AIL

1

1MODIFICATIONSPECIFICATION WSP PROJECT

(THIS P

AG

E)

SE

E D

ET

AIL

1

1WSP PROJECT SPECIFICATION MODIFICATION

(THIS P

AG

E)

SE

E D

ET

AIL

1

WSP PROJECT SPECIFICATION MODIFICATION1

D= 0.60 m (MIN.)

(IF REQUIRED)

SAFETY PLATFORM

2.10 m IS PERMITTED A MINIMUM HEADROOM OF

IF MANHOLE IS SHALLOW

D= 2.80 m (MIN.)

SECTION HEIGHT REQUIREMENTSMAINTENANCE HOLE RISER

D= 2.0 m (MIN.)

ALREADY 2.0 m FROM SURFACEIS PERMITTED IF PLATFORM IS A MINIMUM HEADROOM OF 2.1 m

D= 2.80 m (MIN.)

N.T.S.

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

JC/RS

19/03/2019 X:\DIV10\10-16086 Basement Flooding\MUN Phase 3\Area 19\f\projects\Amos Crescent\MASTER\y17385m8.dgn

ACDB/AC

OF 74

19ECS-LU-09FPCONTRACT No.

MARCH 19, 2019

AA

WATER LEVEL

APPROXIMATE 2-YEAR

AS INDICATED ON DRAWINGS

ACCORDANCE TO CITY STD T-1003.01. TYPE

INSTALL EXTERNAL DROP STRUCTURE IN

PIPE INVERT

UPSTREAM TOP

SECTION A-APLAN

DIAMETER PIPES.

OBVERT FOR ALL LARGE

TO STD. T-701.021 AND MATCH

BENCHING TO BE IN ACCORDANCE

LARGEST DIAMETER PIPE.

BENCHING ELEVATION OF THE

CHANNELLED TO MATCH

DIAMETER PIPES TO BE

INCOMING OR OUTGOING SMALL

N.T.S.

SIGNIFICANT PIPE DIAMETER CHANGE AT MANHOLE BENCHING CLARIFICATION DETAIL FOR

PLUNGING LOSSES.

WATER LEVEL IN ORDER TO MINIMIZE

ELEVATIONS ARE DERIVED BASED ON 2 YEAR

UNLESS CLEARLY INDICATED. INVERT

STRUCTURE TO OUTGOING PIPE OBVERT

DRAWINGS. DO NOT INSTALL DROP

DROP PIPE INVERT AS INDICATED ON

N.T.S.

EXTERNAL DROP STRUCTURE CLARIFICATION DETAIL


B.M. STATION

H.C.M. STATION


CONSULTANTS


Engineering &

EXECUTIVE DIRECTOR





02019720287 309770.663 4845842.900 N/A

N/A308117.036 02019774504 4845240.471

N/A309857.516 02019784194 4845230.631

12319652401 186.471309752 4845741





02020060047 308089.089 4845332.408 N/A

12319652406

12319652411

12319653507

308072 4845434 194.391

309155 4845247 189.922

307904 4845804 196.685


STREETLINE

MAPPING

UTILITY

DESIGN




y17397ugs.dgn

y17397top.dgn



51

DETAILS

ALUMINUM RAILING WITHIN MANHOLE

1.07 m

TOP RAIL NON-CONCURRENT.

0.75KN/M OR 1KN AND A VERTICAL 1.5KN/M ON

5) GUIDERAIL IS DESIGNED PER OBC 4.1.5.15 TO WITHSTAND A HORIZONTAL

4) SURFACE FINISH FOR HANDRAIL IS CLEAR SATIN ANODIZE.

3) WELDED SUFACES REMAIN AS WELDED.

2) WELDING SHALL CONFORM TO CSA W47.2 CSA W59.2

COATS OF BITUMINOUS PAINT.

1)ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE SHALL RECEIVE 2

NOTE:

ADMINISTRATOR FOR REVIEW PRIOR TO INSTALLATION

PROVIDE STAMPED SHOP DRAWINGS TO CONTRACT

DETAIL FOR REFERENCE ONLY. CONTRACTOR TO NOTE:

SEE NOTE #8

N.T.S.

(NOTES 1 TO 12 REFER TO STANDARD DETAIL)

DROP STRUCTURE DETAIL

200 mm TO 150 mm REDUCER FITTING

MODIFIED T-1003.01

18-04388-009

DESIGN; CONCRETE POURING PLANS FOR ENGINEER TO REVIEW AND APPROVAL.

DAMAGE TO MANHOLE STRUCTURES. CONTRACTOR TO SUBMIT CONCRETE MIX

HYDRATION PROCESS TO AVOID EXCESSIVE SHRINKAGE SURFACE CRACKS OR

SHALL CONSIDER THE HEATING RELEASING OF LARGE VOLUME CONCRETE

CONCRETE POURING QUANTITIES PER PER POUR, POURING SEQUENCE DESIGN

CONCRETE COVER TO HAVE WOOD FLAT FINISH. CONCRETE MIX DESIGN,

WITH 152 mm X 152 mm MW13.3 X MW13.3 WELDED WIRE MESH, 50 mm MIN.

30 MPA NORMAL DENSITY CONCRETE BENCHING SURFACE TO BE REINFORCED

N.T.S.

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

JC/RS


ACDB/AC

OF 74


MARCH 19, 2019

148.12°

148.12°

90.2°

89.94°

PROPOSED 675 mm RCP

I.E. 191.44

PR

OP

OS

ED 3

75 m

m R

CP

S.I.E 191.850

FRAME & COVER STD. OPSD 401.010 TYPE A

BENCHING TO BE IN ACCORDANCE WITH STD. T-701.021

1500 mm PRECAST MAINTENANCE HOLE

192.115

192.115

192.105 192.950I.E. 191.860

191.935

192.085

HOLE IN ACCORDANCE TO STD. T-708.020

PIPE TO BE CONNECTED TO MAINTENANCE BENCHING LADDERS

RAILINGS TO BE EMBEDDED WITHIN

(SUE C)

EXISTING E.I.E 191.41

TO PROPOSED MANHOLE

WITH APPROVED WATERTIGHT COUPLING

CONNECT EXISTING 525 mm STORM SEWER

3600 mm PRECAST MAINTENANCE HOLE

EXISTING S. I.E. 180.71 (SUE C)

BENCHING TO BE IN ACCORDANCE WITH STD. T-701.021PROPOSED 1050 mm RCP

I.E. 180.45

181.56

181.56

181.52

181.49

181.49

WITH OPSD 405.020

RECTANGULAR STEPS IN ACCORDANCE

LADDER TO BE COMPOSED OF SOLID

WITHIN BENCHING LADDERS

RAILINGS TO BE EMBEDDED

EMBEDDED WITHIN BENCHING

STEPS IN ACCORDANCE WITH OPSD 405.020

LADDER TO BE COMPOSED OF SOLID RECTANGULAR

PROPOSED MANHOLE

WITH APPROVED WATERTIGHT COUPLING TO

CONNECT EXISTING 1050 mm STORM SEWER


PIPE TO BE CONNECTED TO MAINTENANCE

COUPLING TO PROPOSED MANHOLE

SEWER WITH APPROVED WATERTIGHT

CONNECT EXISTING 825 mm STORM


PIPE TO BE CONNECTED TO MAINTENANCE

SCALE 1:20

(REFER TO DRAWING 18-04400-005)

SA5

SCALE 1:20

(REFER TO DRAWING 18-02478-006)

WA17

181.52

FRAME & COVER STD. OPSD 401.010 TYPE A

(SUE C)

EXISTING E. I.E. 180.44

WITH OPSD 405.020

RECTANGULAR STEPS IN ACCORDANCE

LADDER TO BE COMPOSED OF SOLID


B.M. STATION

H.C.M. STATION


CONSULTANTS


Engineering &

EXECUTIVE DIRECTOR





02019720287 309770.663 4845842.900 N/A

N/A308117.036 02019774504 4845240.471

N/A309857.516 02019784194 4845230.631

12319652401 186.471309752 4845741





02020060047 308089.089 4845332.408 N/A

12319652406

12319652411

12319653507

308072 4845434 194.391

309155 4845247 189.922

307904 4845804 196.685


STREETLINE

MAPPING

UTILITY

DESIGN




y17397ugs.dgn

y17397top.dgn



52

DETAILS

18-04388-010

WSP PROJECT SPECIFICATION MODIFICATION1

1

HSOGS 1 (REFER TO DRAWING 18-04399-001)

N.T.S.

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

JC/RS


ACDB/AC

OF 74


MARCH 19, 2019

EXISTING 1050 mm CONC.

EXIS

TIN

G 825

mm

CO

NC.

EXISTING 525 mm CONC.

N

N


B.M. STATION

H.C.M. STATION


CONSULTANTS


Engineering &

EXECUTIVE DIRECTOR





02019720287 309770.663 4845842.900 N/A

N/A308117.036 02019774504 4845240.471

N/A309857.516 02019784194 4845230.631

12319652401 186.471309752 4845741





02020060047 308089.089 4845332.408 N/A

12319652406

12319652411

12319653507

308072 4845434 194.391

309155 4845247 189.922

307904 4845804 196.685

CONTROL PIPEBOX CULVERT


STREETLINE

MAPPING

UTILITY

DESIGN




y17397ugs.dgn

y17397top.dgn



NTS

1 BOX CULVERT BEDDING DETAILS

5318-04388-011

SAFETY PLATFORM

1200 mm DIAMETER RISER

NTS

2

300mm CENTRE TO CENTRE

ALUMINUM LADDER RUNGS AT

TYPICAL RISER DETAIL ON BOX CULVERT PIPE

UNSHRINKABLE FILL COVER

APPROVED BACKFILL MATERIAL

15MPa CONCRETE BEDDING

ACCORDANCE WITH OPSS 422 AND OPSS 1002

75 mm FINE AGGREGATE LEVELING PAD IN

CANADIAN HIGHWAY BRIDGE CODE (CHBDC)

CULVERT TO BE DESIGNED IN ACCORDANCE WITH

IF DEPTH OF COVER EXCEEDS TABLE 1 OF OPSS 1821,

WITH CSA S6 AND STRUCTURAL MANUAL DIVISION 1.

OPSD 3920.100. SHALL BE DESIGNED IN ACCORDANCE

BOX CULVERT IN ACCORDANCE WITH OPSS 1821 AND

2.44 m

2%

NTS

3 AIR DISSIPATION DETAIL

600 mm

75 mm

200 mm

500 mm

Length = 5 x Control Pipe Inner Diameter

WYE

CAP

STRUCTURE

1200 mm RISER

100 YEAR HGL WATER LEVEL

ACCORDANCE WITH T-708-01-1

CORED AND CONNECTED IN

PREFABRICATED TEE OR

PERMIT AIR FLOW.

WATER LEVEL IN ORDER TO

DERIVED BASED ON 100 YEAR

INVERT ELEVATIONS ARE

INDICATED ON DRAWINGS.

AIR DISSIPATION INVERT AS

DETAILS

4

UPSTREAM AND DOWNSTREAMTYPICAL ENDCAP AND RISER DETAIL FOR BOX CULVERTS

SECTION WITH RISER OPENING

CONCRETE STORM PIPE

PRECAST BOX CULVERT

SEWER (DR-35)150 mm PVC STORM

NTS

N.T.S.

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

JC/RS


EX. UNDERGROUND CHAMBERS OR COVER IS LESS THAN 1.65m.WATERMAIN IS INSTALLED WITH LESS THAN 0.6m HORIZONTAL DISTANCE FROM INSULATION AS PER T-708-01-4 WHERE SHOWN AND WHERE PROPOSED

ACDB/AC

OF 74


MARCH 19, 2019

PIPE SECTION

FOR BOX CULVERTS

TYPICAL ENDCAP AND RISER DETAIL

ACCORDANCE WITH OPSD 405.020

SOLID RECTANGULAR STEPS IN

LADDER TO BE COMPOSED OF

OR ECCENTRIC REDUCER

T-701.021 TO BE CAST IN PLACE

ACCORDANCE WITH STD.

BENCHING TO BE IN

OPSD 401.010 TYPE B

FRAME & COVER STD.

PRECAST RISER

PROPOSED 1200 mm

CONTROL PIPE OPENING

CAP COMPLETE WITH

PRECAST BOX CULVERT END

PROPOSED CONTROL PIPE

STORM SEWER

REINFORCED CONCRETE

PROPOSED RECTANGULAR

28.84°

LEAD IN ACCORDANCE TO THE DETAIL ON DRAWING 18-04388-006PERPENDICULAR TO THE PROPOSED STORM SEWER, CONNECT PROPOSED CB IF THERE IS INSUFFICENT ROOM TO INSTALL CATCH BASIN LEAD 3

SHOWN.EXISTING CATCHBASIN DRAIN OR LEAD TO BE CUT INTO AND RECONNECTED AS 2

CATCHBASINS, RESPECTIVELY. LEAD TO BE 250 mm or 300 mm PVC DR-35 FOR SINGLE AND DOUBLEMAINLINE), T-708-01 (CONC MAINLINE), T-708-01-1 (RISER EXCEEDS 2 m in HEIGHT). CONNECT TO PROPOSED SEWER IN ACCORDANCE WITH T-708.03 (PVC BE ABANDONED THROUGH CAPPING BOTH ENDS AND GROUTING. NEW LEAD TO PROPOSED CATCHBASIN LEAD TO CONNECT AS SHOWN AND EXISTING LEAD TO 1

N


B.M. STATION

H.C.M. STATION


CONSULTANTS


Engineering &

EXECUTIVE DIRECTOR





02019720287 309770.663 4845842.900 N/A

N/A308117.036 02019774504 4845240.471

N/A309857.516 02019784194 4845230.631

12319652401 186.471309752 4845741





02020060047 308089.089 4845332.408 N/A

12319652406

12319652411

12319653507

308072 4845434 194.391

309155 4845247 189.922

307904 4845804 196.685

(4W4H), APPROX. 0.70 m x 0.70 m (THES STD)

EXISTING TORONTO HYDRO DUCT BANK

(4W4H), APPROX. 0.70 m x 0.70 m (THES STD)

EXISTING TORONTO HYDRO DUCT BANK


STREETLINE

MAPPING

UTILITY

DESIGN




y17397ugs.dgn

y17397top.dgn



5418-04388-012

DETAILS

NTS

CONCRETE SADDLE - PLANNTS

CONCRETE SADDLE - SECTION A-A

SEE NOTE 1

50 mm STYROFOAM PAD

(MIN. 300 mm)

CONCRETE BEDDING

SADDLE WIDTH TO MATCH

NTS

CONCRETE SADDLE - SECTION B-B

SEE NOTE 1

(MIN. 300mm)

CONCRETE BEDDING


HOVE STREET AND WATERLOO AVENUE HOVE STREET AND WATERLOO AVENUE HOVE STREET AND WATERLOO AVENUE

1 1A 1B

N.T.S.

50 mm STYROFOAM PAD

25 MPa CONCRETE

SEE NOTE 1

SEWER

EX. 300 mm A.C. SANITARY

300 mm

CONCRETE BEDDING


STORM SEWER

PROP. 1500 mm RCP

300 mm

CONCRETE BEDDING


15M@250 EF EW

REINFORCED WITH

25 MPa CONCRETE

STORM SEWER

PROP. 1500 mm RCP

PREVENT FLOTATION

TIE DOWN WIRING TO

MATCH OBVERT

SADDLE HEIGHT TO

SANITARY SEWER

EX. 300 mm A.C.

SANITARY SEWER

EX. 300 mm A.C.

PROP. CONCRETE ENCASEMENT

SADDLE HEIGHT TO MATCH

STORM SEWER

PROP. 1500 mm RCP

15M@250 EF EW

REINFORCED WITH

25 MPa CONCRETE

PREVENT FLOTATION

TIE DOWN WIRING TO

(MIN)300 mm

(MIN)

300 m

m 30 MPa NORMAL DENSITY CONCRETE

STORM SEWER

PROPOSED 525 mm RCP

NTS

CONCRETE SADDLE - PLAN2

300 mm (MIN.)

15M @ 200 EACH WAY

REBAR END HOOKED TYP.

30MPa NORMAL DENSITY CONCRETE

NTS

CONCRETE SADDLE - SECTION A-A

PROPOSED 525 mm RCP STORM SEWER

BRIGHTON AVENUE

2A

NTS

CONCRETE SADDLE - SECTION B-B

300 mm (MIN.)

CONCRETE

30 MPa NORMAL DENSITY

15M @200 EACH WAY

2B

BRIGHTON AVENUE BRIGHTON AVENUE

PROPOSED 525 mm RCP STORM SEWER

1

50 mm STYROFOAM PAD

COMPACTED TO 95% S.P.M.D.D. TO AVOID ANY SETTLEMENT

SADDLE BASE TO BE FILLED BY GRANULAR "A" MATERIALS

50 mm STYROFOAM PAD

BANK AND CONCRETE

BETWEEN EX. DUCT

INSTALL BOND BREAKER

CONCRETE

BETWEEN EX. DUCT BANK AND

BOND BREAKER TO BE INSTALLED

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

JC/RS


ACDB/AC

OF 74


MARCH 19, 2019

CONCRETE. MINIMUM REQUIRED BEARING CAPACITY SLS = 150 kPa.

PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF ONTARIO PRIOR TO PLACING

3. BEARING SURFACES OF CONCRETE SADDLES TO BE INSPECTED IN THE FIELD BY A

18-02478-005 (WATERLOO AVENUE) AND 18-04399-003 (HOVE STREET)

2. DETAILS 1A, 1B AND 1C APPLY TO THE FOLLOWING DRAWINGS:

PRIOR TO CONSTRUCTION.

DRAWING FOR EACH SADDLE LOCATION TO BE PROVIDED TO THE ENGINEER FOR REVIEW

TO BE DESIGNED BY CONTRACTOR IN ACCORDANCE WITH SITE SPECIFICS. STAMPED SHOP

EXISTING CONCRETE ENCASEMENT IS PRESENT. SADDLE REINFORCEMENT AND DIMENSIONS

1. CONTRACTOR TO EXPOSE EX. SEWER PRIOR TO CONSTRUCTION AND DETERMINE IF

NOTES:

B

A

B

A

A

B B

A


B.M. STATION

H.C.M. STATION


CONSULTANTS


Engineering &

EXECUTIVE DIRECTOR





02019720287 309770.663 4845842.900 N/A

N/A308117.036 02019774504 4845240.471

N/A309857.516 02019784194 4845230.631

12319652401 186.471309752 4845741





02020060047 308089.089 4845332.408 N/A

12319652406

12319652411

12319653507

308072 4845434 194.391

309155 4845247 189.922

307904 4845804 196.685


STREETLINE

MAPPING

UTILITY

DESIGN




y17397ugs.dgn

y17397top.dgn



A A

BB

55

DETAILS

18-04388-013

PLAN

SECTION A-A

SECTION B-B

1.0 m MIN

1.0 m M

IN

200 m

m

300 mm MIN

15M @ 250 EW

REINFORCED WITH

25 MPa CONCRETE

APPROVED EQUIVALENT

MEMBRANE. BLUESKIN OR

SELF-ADHESIVE WATERTIGHT

T-1006.01-1

IN ACCORDANCE WITH

STUB TO BE PREPARED

N.T.S.

PL PL

SADDLE

50 mm WITH

300 mm OR

OPTION 2

PL PL

N.T.S.

STORM SERVICE LATERAL RECONNECTION OPTIONS

OPTION 1

EXISTING GROUND

EXISTING GROUND

EXISTING OR PROPOSED SEWER

EXISTING OR PROPOSED SEWER

PROPOSED SEWER

EXISTING OR

SERVICE LATERAL

RECONNECT EXISTING

BEDDING

SERVICE LATERAL

N.T.S.

SPRINGLINE

SERVICES WITH INVERTS LOWER THAN

CONNECTION DETAILS FOR SEWER

VERTICAL CLEARANCE CANNOT BE ACHIEVED.

DETAIL ON y17290m7 IF MINIMUM 300 mm

A CONCRETE SADDLE IN ACCORDANCE WITH

SERVICE CONNECTION TO BE SUPPORTED WITH

PR

OP

OS

ED S

EW

ER

EXIS

TIN

G O

R

PR

OP

OS

ED S

EW

ER

EXIS

TIN

G O

R

T-708-01-1.

T-1006.01-1 OR

ACCORDANCE WITH

CONNECT IN

ON THIS DRAWING.

SHALL BE SUPPORTED IN ACCORDANCE WITH DETAIL

MAINLINE IS BELOW THE INVERT, THE CONNECTION

ACCORDANCE WITH T-1006.01-1 OR T-708-01-1. IF THE

SERVICE CONNECTIONS RECONNECTED IN

300 m

m M

IN

TIGHT COUPLING.

CONNECTION WITH APPROVED WATER

CONNECT TO EXISTING SERVICE

TIGHT COUPLING.

CONNECTION WITH APPROVED WATER

CONNECT TO EXISTING SERVICE

DESIGN

NUMBER

DRAWINGSCALE SHEET

DRAWN CHECKED

DATE

JC/RS


ACDB/AC

OF 74


MARCH 19, 2019

PR

OP

OS

ED

SE

WE

R

EXIS

TIN

G

OR

PR

OP

OS

ED

SE

WE

R

EXIS

TIN

G

OR

Documents

PLAN SECTION A-A...Linear Underground Infrastructure Manager, Design & Construction DAN CAMPEANU, P.ENG. 02020060047 308089.089 4845332.408 N/A 12319652406 12319652411 12319653507