w

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mh

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HP

SHED

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

B

B

B

B

B

BB

B

4239

U

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U

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U

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U

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U

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4190

4200

4210

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2

7

4

0

4192

PAVED SHOULDER

GRAVEL SHOULDER

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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XX

X

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X

X

X

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X

X

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X

XX

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

REMOVE EXISTING 900mmØ CULV

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

INSTALL SILT FENCE

PER OPSD 219.110

INSTALL STRAW BALE FLOW

CHECK PER OPSD 219.180

INSTALL STRAW BALE FLOW

CHECK PER OPSD 219.180

INSTALL SILT FENCE

PER OPSD 219.110

INSTALL SILT FENCE

PER OPSD 219.110

INSTALL SILT FENCE

PER OPSD 219.110

REMOVE EXISTING 450mmØ CSP

REMOVE EXISTING 450mmØ CSP

REMOVE EXISTING 400mmØ CSP

REMOVE EXISTING 400mmØ CSP

REMOVE EXISTING 400mmØ CSP

EXISTING DITCH THROUGH

SITE TO BE ABANDONED

900m

mØ

C

ULV

.

CLEARING AND GRUBBING

APPROX. AREA (TYP.)

CLEARING AND GRUBBING

APPROX. AREA (TYP.)

CLEARING AND GRUBBING

APPROX. AREA (TYP.)

CLEARING AND GRUBBING

APPROX. AREA (TYP.)

REMOVE EXISTING STRUCTURE

(BY OTHERS)

REMOVE EXISTING STRUCTURE

(BY OTHERS)

REMOVE EXISTING STRUCTURE

(BY OTHERS)

REMOVE EXISTING STRUCTURE (TYP.)

(BY OTHERS)

REMOVE TREE (TYP.)

REMOVE TREE (TYP.)

REMOVE TREE (TYP.)

REMOVE TREE (TYP.)

REMOVE TREE (TYP.)

C

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AD

CEDARVIEW MIDDLE SCHOOL

PLAYING FIELD

INSTALL STRAW BALE FLOW

CHECK PER OPSD 219.180

REMOVE EX. CHAIN LINK

FENCE AROUND CULVERT

INSTALL STRAW BALE FLOW

CHECK PER OPSD 219.180

INSTALL STRAW BALE FLOW

CHECK PER OPSD 219.180

1

0

1

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0

102.00

1

0

2

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1

0

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1

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3

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1

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3

.

0

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1

0

3

.

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102.00

102.00

1

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2

.

0

0

103.00

104.00

103.00

103.00

1

0

3

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0

0

1

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0

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1

0

4

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0

0

1

0

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4

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0

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1

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1

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REMOVE EX. CHAIN LINK

FENCE AROUND CULVERT

REMOVE EXISTING

400mmØ CULV

REMOVALS &

EROSION AND SEDIMENT

CONTROL PLAN

CITY OF OTTAWA

FALLOWFIELD AT CEDARVIEW

113209-0

REV # 1

113209-ESC

LRW

MAB

DTD

MAB

JGR

NOTE:

THE POSITION OF ALL POLE LINES, CONDUITS,

WATERMAINS, SEWERS AND OTHER

UNDERGROUND AND OVERGROUND UTILITIES AND

STRUCTURES IS NOT NECESSARILY SHOWN ON

THE CONTRACT DRAWINGS, AND WHERE SHOWN,

THE ACCURACY OF THE POSITION OF SUCH

UTILITIES AND STRUCTURES IS NOT GUARANTEED.

BEFORE STARTING WORK, DETERMINE THE EXACT

LOCATION OF ALL SUCH UTILITIES AND

STRUCTURES AND ASSUME ALL LIABILITY FOR

DAMAGE TO THEM.

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PLANB1.DWG - 1000mmx707mm

PROJECT No.

REV

DRAWING No.

No. REVISION DATEBY

FOR REVIEW ONLY

SCALE

APPROVED

CHECKED

DRAWN

CHECKED

DESIGN

N.T.S.

Engineers, Planners & Landscape Architects

Suite 200, 240 Michael Cowpland Drive

Ottawa, Ontario, Canada K2M 1P6

Telephone (613) 254-9643

Facsimile (613) 254-5867

Website www.novatech-eng.com

NORTH KEY PLAN

L. R. WILSON

100160065

LIC

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LEGEND

REMOVE EXISTING STRUCTURE

CLEARING AND GRUBBING

GRAVEL SHOULDER & DRIVEWAY REMOVAL

X

1:500

200

1:500

10 155

EROSION AND SEDIMENT CONTROL NOTES :

1. ALL EROSION AND SEDIMENT CONTROLS ARE TO BE INSTALLED TO THE SATISFACTION OF THE ENGINEER, THE MUNICIPALITY

AND THE CONSERVATION AUTHORITY. THEY ARE TO BE APPROPRIATE TO THE SITE CONDITIONS, PRIOR TO UNDERTAKING ANY

SITE ALTERATIONS (FILLING, GRADING, REMOVAL OF VEGETATION, ETC.) AND DURING ALL PHASES OF SITE PREPARATION AND

CONSTRUCTION. THESE PRACTICES ARE TO BE IMPLEMENTED IN ACCORDANCE WITH THE CURRENT BEST MANAGEMENT

PRACTICES FOR EROSION AND SEDIMENT CONTROL AND SHOULD INCLUDE AS A MINIMUM THOSE MEASURES INDICATED ON

THE PLAN.

2. TO PREVENT SURFACE EROSION FROM ENTERING THE DITCH OR STORM SYSTEM DURING CONSTRUCTION, FILTER SOCKS WILL

BE PLACED UNDER GRATES OF ALL PROPOSED AND EXISTING CATCHBASINS AND STRUCTURES. A LIGHT DUTY SILT FENCE

BARRIER WILL ALSO BE INSTALLED IN SELECTED LOCATIONS SHOWN ON THIS PLAN, AND STRAW BALE BARRIERS WILL BE

INSTALLED WITHIN THE OUTLET DITCHES. THESE CONTROL MEASURES WILL REMAIN IN PLACE UNTIL VEGETATION HAS BEEN

ESTABLISHED AND CONSTRUCTION COMPLETE.

3. THE SEDIMENT CONTROL MEASURES SHALL ONLY BE REMOVED WHEN, IN THE OPINION OF THE ENGINEER, THE MEASURES

ARE NO LONGER REQUIRED. NO CONTROL MEASURES MAY BE PERMANENTLY REMOVED WITHOUT PRIOR AUTHORIZATION

FROM THE ENGINEER.

4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE ENGINEER ANY ACCIDENTAL DISCHARGES OF SEDIMENT MATERIAL

INTO ANY DITCH OR STORM SEWER SYSTEM. APPROPRIATE RESPONSE MEASURES, INCLUDING ANY REPAIRS TO EXISTING

CONTROL MEASURES OR THE IMPLEMENTATION OF ADDITIONAL CONTROL MEASURES, SHALL BE CARRIED OUT BY THE

CONTRACTOR WITHOUT DELAY.

5. THE CONTRACTOR ACKNOWLEDGES THAT FAILURE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES MAY BE

SUBJECT TO PENALTIES IMPOSED BY ANY APPLICABLE REGULATORY AGENCY.

6. THE CONTRACTOR SHALL ENSURE PROPER DUST CONTROL IS PROVIDED WITH THE APPLICATION OF WATER (AND IF

REQUIRED, CALCIUM CHLORIDE) DURING DRY PERIODS.

REMOVALS NOTES :

1. ALL HYDRANTS, VALVES AND OTHER APPURTENANCES TO BE REMOVED SHALL BE SALVAGED AND DELIVERED TO CITY OF

OTTAWA MAINTENANCE YARD AT CLYDE AVENUE.

2. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS.

3. REMOVAL OF ALL ABOVE GROUND TRAFFIC PLANT AND STREETLIGHTING TO BE DONE BY OTHERS. CONTRACTOR SHALL

PROTECT AND MAINTAIN EXISTING STREETLIGHTING, HYDRO POLES AND OVERHEAD LINES DURING CONSTRUCTION.

4. ALL BELL AND HYDRO OTTAWA MAINTENANACE HOLE ADJUSTMENTS SHALL BE PERFORMED BY AN APPROVED CONTRACTOR

ONLY.

5. ALL TOPSOIL AND ANY SOFT, WET OR DELETERIOUS MATERIAL SHALL BE REMOVED FROM IMPROVED AREAS UNLESS

OTHERWISE DIRECTED BY THE ENGINEER.

6. FORESTRY TO BE CONTACTED PRIOR TO ANY SELECTIVE PRUNING OR REMOVALS WITHIN THE AREAS OF TRESS

SURROUNDING THE TRANS CANADA TRAIL AND TREES THAT ARE TO REMAIN ARE TO HAVE PROPER TREE PROTECTION

FENCING.

REMOVALS

SILT FENCE PER OSPD 219.110

STRAW BALE FLOW CHECK PER OPSD 219.180

1. SITE PLAN SUBMISSION JUL 26/18 MAB