legend - cambridge, ontario€¦ · legend: ram engineering inc. 1192 white clover way mississauga,...
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SSG 2
SP_ _
SITE
Legend:
RAM ENGINEERING INC.
1192 White Clover Way
Mississauga, Ontario L5V 1K8
Phone: 905 567 1215
Email: [email protected]
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: [email protected]
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: [email protected]
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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