SSG 2

SP_ _

SITE

Legend:

RAM ENGINEERING INC.

1192 White Clover Way

Mississauga, Ontario L5V 1K8

Phone: 905 567 1215

Email: RamDharamdial@gmail.com

SP_ _

MAY 15, 2017

1 : 300

KEY PLAN

General Notes

1. All work shall comply with the standard & specifications of the

City of Cambridge and OPSD.

2. Grading of the site should not be altered to cause flooding to

adjacent properties.

3. A silt fence as per City of Cambridge standard must be installed

around the perimeter of the property

4. Construction access should be as per City standard.

5. Municipal sidewalks that are removed should be reconstructed

as per OPSD 310.010.

6. All dimensions and locations of existing utility shall be verified

prior to the commencement of work, and any discrepancies to be

referred to the engineer.

7. All concrete curbs shall be barrier type having a minimum height

of 150mm, unless otherwise stated.

8. All manholes and Catchbasins shall be backfilled with Granular

"B", minimum thickness of 300mm to 95% Standard Proctor

Density.

9. The site servicing and grading plan shall be read in conjunction

with the architectural site plan.

10. All fill within road allowance and building area to be compacted

to a minimum of 95% standards Proctor Density, and the

suitability and compaction of all fill material are to be confirmed

by a soil consultant prior to the installation of any road based

material.

(N.T.S.)

SSG 1

SITE

RAM ENGINEERING INC.

1192 White Clover Way

Mississauga, Ontario L5V 1K8

Phone: 905 567 1215

Email: RamDharamdial@gmail.com

SP_ _

MAY 15, 2017

1 : 300

KEY PLAN

Storm Sewers

1. All storm sewers shall be PVC pipe ASTM D3034-74

SDR 35 or equivalent.

2. Pipe bedding shall be Class "B" as per OPSD 802.02

3. All Manholes shall be 1200mm precast concrete as per

OPSD 701.01, unless otherwise stated.

4, All catchbasins and manholes shall have a minimum of

0.3m sump and be provided with a frame and cover as

per municipal standards.

5. All connections to the mainline sewers shall be made as

per OPSD 708.01

6. A 3m long PVC sub-drains shall be installed radially at

all catchbasins and manholes. The subdrains shall be

wrapped with geotechstile filter fabric and installed 0.3m

below subgrade elevation surrounded by the appropriate

granular filter medium.

7. All catchbasin grates shall be as per OPSD 400.01

8. All catchbasins shall be precast and confirm to OPSD

705.010

9. All catchbasins constructed in fill areas to be supported

on 14 MPa concrete to solid ground.

10. All stormsewers shall be flushed and video inspected.

11. Foundation drains shall be connected to the stormsewer

system on site.

WATERMAIN

1. All materials and construction methods must correspond to the

current City of Cambridge standards and specifications.

2. Watermain and/or water service materials, 100mm and larger

must be PVC DR 18. Size, 50mm and smaller shall be Type k

copper.

3. All water service shall have a 1.70m minimum cover with a

minimum horizontal spacing of 1.2m from themselves and all

other utilities

4. Provision for flushing water line prior to testing, etc. must be

provided with at least a 50 mm (2”) outlet on 100 mm (4”) and

larger lines. Copper lines are to have flushing points at the end,

the same size as the line. They must be hosed or piped to

allow the water to drain to a parking lot or down a drain. On fire

lines, flushing outlet to be 100 mm (4”) diameter minimum on a

hydrant.

5. All curb stops to be 3.0m off the face of the building unless

otherwise noted.

6. Hydrant and valves to be set to City standards. Dimension A

and B, 0.7m and 0.9m and to have pumper nozzle.

7. Watermain to be installed to grades as shown on the approved

plans. Copy of grade sheet must be supplied to the Region

inspector prior to commencement of work, where requested by

inspector.

8. Watermain must have a minimum vertical clearance of 0f 0.3m

over, and 0.50m under all other utilities when crossing.

9. All proposed water piping must be isolated from existing lines in

order to allow independent pressure testing and chlorinating

from existing systems.

10. All live tapping and operation of Region water valves shall be

arranged through the Regional inspector

11. The operation of existing watermain valves if required shall be

conducted by the City of Cambridge.

12. All watermain shall maintain a minimum 1.5m clearance from all

manholes and catchbasins, where applicable.

Sanitary Sewers

1. The City standards and specifications with respect to sanitary

sewers forms part of this specifications.

All sanitary sewers and connections shall be SDR 28.

2. All manholes shall be 1200mm in diameter pre-cast oncrete as

per City standards, unless otherwise stated.

3. Sanitary Bedding shall be as City standard

4. Sewers shall be flushed and video inspected.

General Notes

1. All work shall comply with the standard & specifications of the

City of Cambridge and OPSD.

2. Grading of the site should not be altered to cause flooding to

adjacent properties.

3. A silt fence as per City of Cambridge standard must be installed

around the perimeter of the property

4. Construction access should be as per City standard.

5. Municipal sidewalks that are removed should be reconstructed

as per OPSD 310.010.

6. All dimensions and locations of existing utility shall be verified

prior to the commencement of work, and any discrepancies to be

referred to the engineer.

7. All concrete curbs shall be barrier type having a minimum height

of 150mm, unless otherwise stated.

8. All manholes and Catchbasins shall be backfilled with Granular

"B", minimum thickness of 300mm to 95% Standard Proctor

Density.

9. The site servicing and grading plan shall be read in conjunction

with the architectural site plan.

10. All fill within road allowance and building area to be compacted

to a minimum of 95% standards Proctor Density, and the

suitability and compaction of all fill material are to be confirmed

by a soil consultant prior to the installation of any road based

material.

ERC

SITE

RAM ENGINEERING INC.

1192 White Clover Way

Mississauga, Ontario L5V 1K8

Phone: 905 567 1215

Email: RamDharamdial@gmail.com

SP_ _

MAY 15, 2017

1 : 300

KEY PLAN

Erosion and Sediment Control

1. All sedment and siltation control measures shall

be implemented by the contractor prior to the

commencement of site grading works, to the

satisfaction of the City of Cambridge.

2. If construction is interrupted for more than 30

days, stripped and bare areas shall be stabilized

by seeding.

3. The sediment control devices shall be inspected

weekly & after each significant rainfall.

4. The sediment control measures shall be repaired,

cleaned or replaced as necessary, or as directed

by the City of Cambridge or engineer on site.

5. All sediment control devices shall remain in place

until all construction, grading, topsoiling and

sodding are complete.

6. The contractor shall construct an access driveway

to the satisfaction of the city. A mud tracking mat

shall be included in such works.

7. The municipal road must be kept clean of mud and

dirt; it should be cleaned at least weekly or as

required by the City of Cambridge

Total area =

9124m

2

Area to develop = 6386m

2

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6

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7

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4

.2

6