OPTION 3R P1-A-1AMID-BLOCK GRADING SOLUTIONWITH NORTH/SOUTH LANDFORM

PRELIMINARY DESIGN (30%)

ENBRIDGE SHAFTAND PIPES

METROLINX RAIL EMBANKMENT

TO

E O

F F

PL

TOE

OF 3.

5% D

RY S

IDE

SLOP

E FP

L

4SUNCONSOLIDATIONSEWER

4SUN FLAP GATECHAMBER

VORTEXAPPROACHCHANNEL

REVISED DEAERATIONAND ADIT TUNNEL

ALIGNMENT

C

B

C

B

A

A

D

D

EE

F

CITY PROPERTY PARCEL

EXISTINGENTRANCE

EXISTINGENTRANCE

5 m WIDTHOF CREST

TW: 78.30mBW: 78.07m

2002 PROPERTYSURVEY PARCEL

GG

LANDFORM TIED INTO METROLINXRAILEMBANKMENT/STATION BOX

WITH ANTI-SEEPAGE COLLAR

LANDFORM TIED INTOEASTERN AVE. EMBANKMENTWITH ANTI-SEEPAGE COLLAR

EASTERN AVE

F

OPTION 3R P1-1AMID-BLOCK GRADING SOLUTION WITH NORTH/SOUTH

LANDFORM INTEGRATION

DISCLAIMER AND NOTES

1. SITE SERVICING DESIGN BASED ON ESTABLISHMENT OF

EXISTING CONDITIONS SERVICING USING UNRECTIFIED

PHOTOS FROM THE OCT. 2, 2002 SITE PLAN APPLICATION.

INVESTIGATION TO FIELD TRUTH EXISTING INFRASTRUCTURE

HAS NOT BEEN COMPLETED. EXISTING INFRASTRUCTURE

MAY NOT BE TO SCALE OR SITED CORRECTLY.

2. PORTION OF SUNLIGHT PARK ROAD REMOVED, EASTERN

RAMP TO BE RE-CONSTRUCTED IN PLACE.

3. LEVEL OF FLOOD PROTECTION FOR LANDFORM AND

GRADING FEATURE INCLUDES REGIONAL STORM WATER

SURFACE ELEVATION PLUS 0.5 m FREEBOARD.

4. TRCA FLOOD PROTECTION LAND FORMING TECHNICAL

DESIGN CONSIDERATIONS SLOPE REQUIREMENTS: WET SIDE

MAXIMUM SLOPE OF 5-10% WITH 10-15% ALLOWABLE FOR

LOCALIZED AREAS AND DRY SIDE MAXIMUM SLOPE OF 1.5 -

3.5% (APPLICABLE TO LANDFORM ONLY).

5. CONTOUR AND SPOT ELEVATION LABELS "EX" AND "PR"

INDICATE EXISTING AND PROPOSED CONDITIONS.

6. DURING THE REGIONAL STORM EVENT, THE FLOOD

PROTECTION LANDFORM IS ANTICIPATED TO BE SUBJECT TO

VELOCITIES BETWEEN 1 AND 4 m FOR THE NORTH LANDFORM

AND < 0.5 m FOR THE SOUTH LANDFORM. TOE EROSION

PROTECTION SHOULD BE CONFIRMED AT DETAILED AND HAS

BEEN ASSUMED TO BE ARMORSTONE FOR COSTING

PURPOSES.

7. FLOOD PROTECTION LANDFORM DESIGN INCLUDES A CLAY

CORE WITH 66.7% SIDE SLOPES EXTENDING FROM THE

CREST OF THE LANDFORM TO THE EXISTING GROUND AND

HAS BEEN ASSUMED TO BE KEYED INTO A DEPTH OF 5 m FOR

COSTING PURPOSES. FURTHER REFINEMENT TO THE KEY IN

DEPTH SHOULD BE UNDERTAKEN AT DETAILED DESIGN.

DESIGN FOR A FIRST PHASE OF THE

BROADVIEW AND EASTERN FLOOD

PROTECTION PREFERRED ALTERNATIVE

NO. DATE REVISIONS

1:500

SCALE:

DATE:

FIGURE:

PRELIMINARY DESIGN (30%)

1

2

3

4

DEC. 14, 20205

C001

76

78

80

82

84

76

78

80

82

84

76

78

80

82

84

86

76

78

80

82

84

86

74

76

78

80

82

84

86

74

76

78

80

82

84

86

FIGURE

DATE:

NO. DATE REVISIONS

DEC. 14, 2020C002

SCALE:

HORIZONTAL: 1:750VERTICAL: 1:75

DESIGN FOR A FIRST PHASE OF THE

BROADVIEW AND EASTERN FLOOD

PROTECTION PREFERRED ALTERNATIVE

PRELIMINARY DESIGN (30%) 1

2

3

4

DISCLAIMER AND NOTES

1. SITE SERVICING DESIGN BASED ON ESTABLISHMENT OF

EXISTING CONDITIONS SERVICING USING UNRECTIFIED

PHOTOS FROM THE OCT. 2, 2002 SITE PLAN APPLICATION.

INVESTIGATION TO FIELD TRUTH EXISTING INFRASTRUCTURE

HAS NOT BEEN COMPLETED. EXISTING INFRASTRUCTURE

MAY NOT BE TO SCALE OR SITED CORRECTLY.

2. PORTION OF SUNLIGHT PARK ROAD REMOVED, EASTERN

RAMP TO BE RE-CONSTRUCTED IN PLACE.

3. LEVEL OF FLOOD PROTECTION FOR LANDFORM AND

GRADING FEATURE INCLUDES REGIONAL STORM WATER

SURFACE ELEVATION PLUS 0.5 m FREEBOARD.

4. TRCA FLOOD PROTECTION LAND FORMING TECHNICAL

DESIGN CONSIDERATIONS SLOPE REQUIREMENTS: WET SIDE

MAXIMUM SLOPE OF 5-10% WITH 10-15% ALLOWABLE FOR

LOCALIZED AREAS AND DRY SIDE MAXIMUM SLOPE OF 1.5 -

3.5% (APPLICABLE TO LANDFORM ONLY).

5. CONTOUR AND SPOT ELEVATION LABELS "EX" AND "PR"

INDICATE EXISTING AND PROPOSED CONDITIONS.

6. DURING THE REGIONAL STORM EVENT, THE FLOOD

PROTECTION LANDFORM IS ANTICIPATED TO BE SUBJECT TO

VELOCITIES BETWEEN 1 AND 4 m FOR THE NORTH LANDFORM

AND < 0.5 m FOR THE SOUTH LANDFORM. TOE EROSION

PROTECTION SHOULD BE CONFIRMED AT DETAILED AND HAS

BEEN ASSUMED TO BE ARMORSTONE FOR COSTING

PURPOSES.

7. FLOOD PROTECTION LANDFORM DESIGN INCLUDES A CLAY

CORE WITH 66.7% SIDE SLOPES EXTENDING FROM THE

CREST OF THE LANDFORM TO THE EXISTING GROUND AND

HAS BEEN ASSUMED TO BE KEYED INTO A DEPTH OF 5 m FOR

COSTING PURPOSES. FURTHER REFINEMENT TO THE KEY IN

DEPTH SHOULD BE UNDERTAKEN AT DETAILED DESIGN.

OPTION 3R P1-1AMID-BLOCK GRADING SOLUTION WITH

NORTH/SOUTH LANDFORM INTEGRATION

76

78

80

82

76

78

80

82

76

78

80

82

84

86

76

78

80

82

84

86

76

78

80

82

76

78

80

82

76

78

80

82

76

78

80

82

7576788082

7576788082

FIGURE

DATE:

NO. DATE REVISIONS

DEC. 14, 2020

SCALE:

HORIZONTAL: 1:750VERTICAL: 1:75

DESIGN FOR A FIRST PHASE OF THE

BROADVIEW AND EASTERN FLOOD

PROTECTION PREFERRED ALTERNATIVE

PRELIMINARY DESIGN (30%) 1

2

3

4

DISCLAIMER AND NOTES

1. SITE SERVICING DESIGN BASED ON

ESTABLISHMENT OF EXISTING CONDITIONS

SERVICING USING UNRECTIFIED PHOTOS FROM

THE OCT. 2, 2002 SITE PLAN APPLICATION.

INVESTIGATION TO FIELD TRUTH EXISTING

INFRASTRUCTURE HAS NOT BEEN COMPLETED.

EXISTING INFRASTRUCTURE MAY NOT BE TO

SCALE OR SITED CORRECTLY.

2. PORTION OF SUNLIGHT PARK ROAD REMOVED,

EASTERN RAMP TO BE RE-CONSTRUCTED IN

PLACE.

3. LEVEL OF FLOOD PROTECTION FOR LANDFORM

AND GRADING FEATURE INCLUDES REGIONAL

STORM WATER SURFACE ELEVATION PLUS 0.5 m

FREEBOARD.

4. TRCA FLOOD PROTECTION LAND FORMING

TECHNICAL DESIGN CONSIDERATIONS SLOPE

REQUIREMENTS: WET SIDE MAXIMUM SLOPE OF

5-10% WITH 10-15% ALLOWABLE FOR LOCALIZED

AREAS AND DRY SIDE MAXIMUM SLOPE OF 1.5 -

3.5% (APPLICABLE TO LANDFORM ONLY).

5. CONTOUR AND SPOT ELEVATION LABELS "EX"

AND "PR" INDICATE EXISTING AND PROPOSED

CONDITIONS.

6. DURING THE REGIONAL STORM EVENT, THE

FLOOD PROTECTION LANDFORM IS ANTICIPATED

TO BE SUBJECT TO VELOCITIES BETWEEN 1 AND

4 m FOR THE NORTH LANDFORM AND < 0.5 m FOR

THE SOUTH LANDFORM. TOE EROSION

PROTECTION SHOULD BE CONFIRMED AT

DETAILED AND HAS BEEN ASSUMED TO BE

ARMORSTONE FOR COSTING PURPOSES.

7. FLOOD PROTECTION LANDFORM DESIGN

INCLUDES A CLAY CORE WITH 66.7% SIDE

SLOPES EXTENDING FROM THE CREST OF THE

LANDFORM TO THE EXISTING GROUND AND HAS

BEEN ASSUMED TO BE KEYED INTO A DEPTH OF 5

m FOR COSTING PURPOSES. FURTHER

REFINEMENT TO THE KEY IN DEPTH SHOULD BE

UNDERTAKEN AT DETAILED DESIGN.

OPTION 3R P1-1AMID-BLOCK GRADING SOLUTION WITH

NORTH/SOUTH LANDFORM INTEGRATION

C003

HORIZONTAL: 1:750VERTICAL: 1:75

HORIZONTAL: 1:750VERTICAL: 1:75

HORIZONTAL: 1:250VERTICAL: 1:250

ENBRIDGE SHAFTAND PIPES

4SUNCONSOLIDATIONSEWER

4SUN FLAP GATECHAMBER

VORTEXAPPROACHCHANNEL

REVISED DEAERATIONAND ADIT TUNNEL

ALIGNMENT

0.44 ha

11

0.16 ha

6

0.16 ha

2

0.30 ha

5

0.17 ha

9

0.33 ha

10

0.28 ha

12

0.15 ha

1

0.20 ha

7

0.33 ha

8

0.9

0.9

0.9

0.9

0.9

0.4

0.9

0.4

0.9

0.20 ha

30.9

0.22 ha

40.9

0.9

0.22 ha

13 0.5

0.97 ha

14

0.6

BMW

DEALERSHIP

METROLINX RAIL EMBANKMENT

TO

E O

F F

PL

EASTERN AVE

TOE

OF 3.

5% D

RY S

IDE

SLOP

E FP

L

CITY PROPERTY PARCEL

EXISTINGENTRANCE

5 m WIDTHOF CREST

TW: 78.30mBW: 78.07m

2002 PROPERTYSURVEY PARCEL

EXISTINGENTRANCE

EXISTING STORMSEWER REMAINS

DESIGN FOR A FIRST PHASE OF THE

BROADVIEW AND EASTERN FLOOD

PROTECTION PREFERRED ALTERNATIVE

NO. DATE REVISIONS

1:500

SCALE:

DATE:

FIGURE:

1

2

3

4

5

C004OPTION 3R P1-1AMID-BLOCK GRADING SOLUTION WITH NORTH/SOUTH

LANDFORM INTEGRATION w SITE SERVICING PLAN

DISCLAIMER AND NOTES

1. SITE SERVICING DESIGN BASED ON

ESTABLISHMENT OF EXISTING CONDITIONS

SERVICING USING UNRECTIFIED PHOTOS FROM

THE OCT. 2, 2002 SITE PLAN APPLICATION.

INVESTIGATION TO FIELD TRUTH EXISTING

INFRASTRUCTURE HAS NOT BEEN COMPLETED.

EXISTING INFRASTRUCTURE MAY NOT BE TO

SCALE OR SITED CORRECTLY.

2. PORTION OF SUNLIGHT PARK ROAD REMOVED,

EASTERN RAMP TO BE RE-CONSTRUCTED IN

PLACE.

3. LEVEL OF FLOOD PROTECTION FOR LANDFORM

AND GRADING FEATURE INCLUDES REGIONAL

STORM WATER SURFACE ELEVATION PLUS 0.5 m

FREEBOARD.

4. TRCA FLOOD PROTECTION LAND FORMING

TECHNICAL DESIGN CONSIDERATIONS SLOPE

REQUIREMENTS: WET SIDE MAXIMUM SLOPE OF

5-10% WITH 10-15% ALLOWABLE FOR LOCALIZED

AREAS AND DRY SIDE MAXIMUM SLOPE OF 1.5 -

3.5% (APPLICABLE TO LANDFORM ONLY).

5. CONTOUR AND SPOT ELEVATION LABELS "EX"

AND "PR" INDICATE EXISTING AND PROPOSED

CONDITIONS.

6. DURING THE REGIONAL STORM EVENT, THE

FLOOD PROTECTION LANDFORM IS ANTICIPATED

TO BE SUBJECT TO VELOCITIES BETWEEN 1 AND

4 m FOR THE NORTH LANDFORM AND < 0.5 m FOR

THE SOUTH LANDFORM. TOE EROSION

PROTECTION SHOULD BE CONFIRMED AT

DETAILED AND HAS BEEN ASSUMED TO BE

ARMORSTONE FOR COSTING PURPOSE.

7. FLOOD PROTECTION LANDFORM DESIGN

INCLUDES A CLAY CORE WITH 66.7% SIDE

SLOPES EXTENDING FROM THE CREST OF THE

LANDFORM TO THE EXISTING GROUND AND HAS

BEEN ASSUMED TO BE KEYED INTO A DEPTH OF

5 m FOR COSTING PURPOSES. FURTHER

REFINEMENT TO THE KEY IN DEPTH SHOULD BE

UNDERTAKEN AT DETAILED DESIGN.

PRELIMINARY DESIGN (30%)

DEC. 14, 2020

70

72

74

76

78

80

82

84

70

72

74

76

78

80

82

84

72

74

76

78

80

82

72

74

76

78

80

82

FIGURE

DATE:

NO. DATE REVISIONS SCALE:

HORIZONTAL: 1:750VERTICAL: 1:75

DESIGN FOR A FIRST PHASE OF THE

BROADVIEW AND EASTERN FLOOD

PROTECTION PREFERRED ALTERNATIVE

1

2

3

4

DISCLAIMER AND NOTES

1. SITE SERVICING DESIGN BASED ON

ESTABLISHMENT OF EXISTING CONDITIONS

SERVICING USING UNRECTIFIED PHOTOS FROM

THE OCT. 2, 2002 SITE PLAN APPLICATION.

INVESTIGATION TO FIELD TRUTH EXISTING

INFRASTRUCTURE HAS NOT BEEN COMPLETED.

EXISTING INFRASTRUCTURE MAY NOT BE TO

SCALE OR SITED CORRECTLY.

2. PORTION OF SUNLIGHT PARK ROAD REMOVED,

EASTERN RAMP TO BE RE-CONSTRUCTED IN

PLACE.

3. LEVEL OF FLOOD PROTECTION FOR LANDFORM

AND GRADING FEATURE INCLUDES REGIONAL

STORM WATER SURFACE ELEVATION PLUS 0.5 m

FREEBOARD.

4. TRCA FLOOD PROTECTION LAND FORMING

TECHNICAL DESIGN CONSIDERATIONS SLOPE

REQUIREMENTS: WET SIDE MAXIMUM SLOPE OF

5-10% WITH 10-15% ALLOWABLE FOR LOCALIZED

AREAS AND DRY SIDE MAXIMUM SLOPE OF 1.5 -

3.5% (APPLICABLE TO LANDFORM ONLY).

5. CONTOUR AND SPOT ELEVATION LABELS "EX"

AND "PR" INDICATE EXISTING AND PROPOSED

CONDITIONS.

OPTION 3R P1-1AMID-BLOCK GRADING SOLUTION WITH

NORTH/SOUTH LANDFORM INTEGRATION

C005DEC. 14, 2020

PRELIMINARY DESIGN (30%)

BMW

DEALERSHIP

EX. FINISHED FLOORELEVATION = 78.90

EX. FINISHED FLOORELEVATION = 78.72

MINI

DEALERSHIP

METROLINX RAIL EMBANKMENT

CITY PROPERTYPARCEL

TO

E O

F F

PL

TOE

OF 3.

5% D

RY S

IDE

SLOP

E FP

L

5 m WIDTHOF CREST

2002 PROPERTYSURVEYPARCEL

TW: 78.30mBW: 78.07m

OPTION 3R P1-1AINTERIM GRADING PLAN

DISCLAIMER AND NOTES

1. SITE SERVICING DESIGN BASED ON ESTABLISHMENT OF

EXISTING CONDITIONS SERVICING USING UNRECTIFIED

PHOTOS FROM THE OCT. 2, 2002 SITE PLAN APPLICATION.

INVESTIGATION TO FIELD TRUTH EXISTING INFRASTRUCTURE

HAS NOT BEEN COMPLETED. EXISTING INFRASTRUCTURE

MAY NOT BE TO SCALE OR SITED CORRECTLY.

2. PORTION OF SUNLIGHT PARK ROAD REMOVED, EASTERN

RAMP TO BE RE-CONSTRUCTED IN PLACE.

3. LEVEL OF FLOOD PROTECTION FOR LANDFORM AND

GRADING FEATURE INCLUDES REGIONAL STORM WATER

SURFACE ELEVATION PLUS 0.5 m FREEBOARD.

4. TRCA FLOOD PROTECTION LAND FORMING TECHNICAL

DESIGN CONSIDERATIONS SLOPE REQUIREMENTS: WET SIDE

MAXIMUM SLOPE OF 5-10% WITH 10-15% ALLOWABLE FOR

LOCALIZED AREAS AND DRY SIDE MAXIMUM SLOPE OF 1.5 -

3.5% (APPLICABLE TO LANDFORM ONLY).

5. CONTOUR AND SPOT ELEVATION LABELS "EX" AND "PR"

INDICATE EXISTING AND PROPOSED CONDITIONS.

6. DURING THE REGIONAL STORM EVENT, THE FLOOD

PROTECTION LANDFORM IS ANTICIPATED TO BE SUBJECT TO

VELOCITIES BETWEEN 1 AND 4 m FOR THE NORTH LANDFORM

AND < 0.5 m FOR THE SOUTH LANDFORM.

7. FLOOD PROTECTION LANDFORM DESIGN INCLUDES A CLAY

CORE WITH 66.7% SIDE SLOPES EXTENDING FROM THE

CREST OF THE LANDFORM TO THE EXISTING GROUND AND

HAS BEEN ASSUMED TO BE KEYED INTO A DEPTH OF 5 m FOR

COSTING PURPOSES. FURTHER REFINEMENT TO THE KEY IN

DEPTH SHOULD BE UNDERTAKEN AT DETAILED DESIGN.

DESIGN FOR A FIRST PHASE OF THE

BROADVIEW AND EASTERN FLOOD

PROTECTION PREFERRED ALTERNATIVE

NO. DATE REVISIONS

1:500

C006

SCALE:

DATE:

FIGURE:

PRELIMINARY DESIGN (30%)

1

2

3

4

OCT. 16, 20205

REMOVE 18 POLES, WITH 27 FIXTURES INTRIANGULAR AREA TO MAKE WAY FORBROADVIEW EXTENSION. REMOVE ORABANDON ELECTRICAL DUCTS.

TO XFMR BUILDING

RELOCATE EXISTING TRANSFORMER /ELECTRICAL BUILDING

AWAY FROM PROPOSED GRADING FEATURE

LIFT GATE ANDCORRESPONDING DUCTSTO BE REMOVED

SIGNAGE TO BEPOWERED VIA NEWAERIAL LIGHTING CCTS

MAIN BUILDING DUCT BANK TO BE REMOVED ANDREPLACED WITH DUCT BANK FROM NEW

TRANSFORMER BUILDING

PROPOSED LOCATION OFRELOCATED TRANSFORMER /

ELECTRICAL BUILDING

REMOVE ELECTRICAL EQUIPMENT ASSOCIATEDWITH DEMOLISHED CAR WASH BUILDING

RELOCATE POLE

REMOVE ALL ELECTRICAL DUCTSIN PROPOSED GRADING FEATURE

AREA INCLUDING SECURITY,LIGHTING, POWER, HYDRO AND

ABANDONED DUCTS ETC.REPLACMENT CABLES SHALL BE

AERIAL TO MAINTAIN INTEGRITY OFFLOOD PROTECTION. (TYP.)

INCOMING HYDRO DUCT BANKTO BE REMOVED. NEW AERIAL

HYDRO SERVICE DESIGNREQUIRED TO RELOCATED

TRANSFORMER BUILDING

REVISE LIGHTING TOACCOMMODATEREMOVED ENTRANCE

GROUND SPOTLIGHTS LOCATED INGRADING FEATURETO BE REMOVED(TYP.)

POLES IN GRADING FEATURE AREA TO BEREMOVED AND REINSTALLED TO SUIT NEWGRADE ELEVATION. NEW FOOTINGS REQUIRED.POLES SHALL BE REPLACED OR MODIFIED TOALLOW FOR AERIAL CABLING TO ELIMINATEDUCTS IN GRADING FEATURE AREA. (TYP.)

GROUND SPOT LIGHTSLOCATED IN GRADINGFEATURE AREA TO BEREMOVED (TYP.)

POLES, DUCTS AND LIGHTS ONWET SIDE OF FLOOD PROTECTIONLANDFORM TO BE REMOVED (TYP.)

INSTALL NEW ORRELOCATED POLEAFTER REMOVALOF CAR WASH

METROLINX RAIL EMBANKMENT

DISCLAIMER AND NOTES

1. SITE SERVICING DESIGN BASED ON ESTABLISHMENT OF

EXISTING CONDITIONS SERVICING USING UNRECTIFIED

PHOTOS FROM THE OCT. 2, 2002 SITE PLAN APPLICATION.

INVESTIGATION TO FIELD TRUTH EXISTING INFRASTRUCTURE

HAS NOT BEEN COMPLETED. EXISTING INFRASTRUCTURE

MAY NOT BE TO SCALE OR SITED CORRECTLY.

2. LIGHTING, SECURITY AND POWER CABLES CROSSING

PROPOSED GRADING FEATURE SHOULD BE SPANNED

AERIALLY TO MAINTAIN FLOOD PROTECTION AND GRADING

FEATURE INTEGRITY.

3. DUCTS AND ELECTRICAL EQUIPMENT SHOWN ON THIS

DRAWING ARE BASED ON EXISTING DRAWINGS AND

SATELLITE IMAGES ONLY. EXACT CONDITIONS AND

LOCATIONS OF ELECTRICAL PLANT MUST BE CONFIRMED.

4. FOR THE PURPOSES OF THIS ELECTRICAL DESIGN, IT IS

ASSUMED THAT THE SITE DESIGN AND THE LOCATIONS OF

LIGHT STANDARDS WILL REMAIN THE SAME. IT IS ALSO

ASSUMED THAT THE REMOVED BUILDINGS WILL BE

REPLACED WITH PARKING TO MATCH THE EXISTING SITE

DESIGN.

FIGURE

DATE:

NO. DATE REVISIONS

OCT. 16, 2020E001

SCALE:

HORIZONTAL: 1:500DESIGN FOR A FIRST PHASE OF THE

BROADVIEW AND EASTERN FLOOD

PROTECTION PREFERRED ALTERNATIVE

PRELIMINARY DESIGN (30%) 1

2

3

4

OPTION 3R P1-1AMID-BLOCK GRADING SOLUTION -

ELECTRICAL IMPACTS