56.80

56.79

56.7856.80

56.8756.95

57.06

56.95 56.82 56.71 56.66 56.68

56.6956.67

56.84 56.87

56.8756.73

56.9557.06

56.65

56.65

57.20

57.20

57.20

57.22

57.28

57.86

56.86

57.2257.24

57.5657.57

57.27

57.22

56.83

57.56

57.0557.02

56.96

56.86

56.8056.76

56.8856.92

57.05

56.97

57.00

56.9856.82 56.60

56.51

56.5456.58

56.65

56.69

56.69

56.93

56.8756.94

56.88 56.71

56.58

58.1658.1958.18

57.35 56.94

56.91 56.95

56.83

56.86

56.95

57.4657.75

57.6757.45 56.91 56.78 56.72

56.6656.74

56.8757.50

58.10

57.3157.20

56.99 56.85

56.69

56.78

56.83

56.96

56.55

56.51

56.5156.53

56.52

± 31m

LIMIT OFDEVELOPMENT AREA

PROPOSED 3-STOREY BUILDING305m²

U.S.F = 55.02F.F. = 57.46

Ex. 300mm Ø STORM SEWEREx. 300mm Ø STORM SEWER

Ex. 200mm Ø WTR

CENTERLINE OF ROAD

Ex. 250mm Ø SANITARY SEWER

EXISTING CONCRETE SIDEWALK

57.33

57.49

57.49

57.40

57.43

56.98

MH 1AT/G 57.00

T/G 57.18MH 1

NEW ENTRANCE ASPER CITY STD DWG SC8

EXSITING ENTRANCE TO BE REMOVEDAS PER CITY STD DWG SC8

T/G 56.92CB1

RD

TIE INTO EXISTING GRADES NEW CONCRETE SIDEWALKAS PER CITY STD DWG SC2.

MARK AVENUE

ROAD CUT AS PERCITY STD DWG R10

30 MARKTWO STOREY RESIDENTIAL BUILDING

EXISTING SIGN TOBE RELOCATED

EXISTING ASPHALTTO BE REMOVED

57.4

357

.47

V+VB

A A'

0.5%

0.6%

0.5%

1.5% 1.5%

2.0% 2.0%

1.1%

1.0% 1.0%

1.0%

2.5%

9.3%

5.0%

5.0%

6.5%

2.5%

7.0%

3.5%

1.0%

2.4%

1.0%3.9%

1.8%

2.0%

3.8%

4.7%

1.7%

1.0%

1.0%

5.5%

4.3%

1.7%

56.97

57.30

56.8

3

57.23

57.2

4

57.25

57.12

57.2

6

57.41

56.8

456

.88

56.89

57.26 57.46

57.46

57.26

56.8

9

57.19

57.24

57.24 T/W 57.26

57.24 57.24

57.0

5

57.0

8

57.21

57.46

57.3

5

57.3

5

57.2

2

57.04

57.4

6

57.4

6

57.36

57.25

57.36

57.23

57.36

56.7

356

.78

56.6

6

56.7

3

56.7

3

56.8

456

.88

56.8

2

57.10

57.10

56.8556.88 56.83 56.75

56.9856.6556.75

56.9

0

57.24

57.2256.87B/W

56.90B/W

56.83B/W

57.24T/W

57.22T/W

56.84T/W

56.6

6

56.78B/W

56.82B/W

56.83B/W

56.7

656

.79

56.8

156

.84

56.78T/W

57.10T/W

57.19T/W

57.37

57.29

57.38

56.86

57.36

57.46

57.4

6

57.25

56.8956.91

57.2

557

.05

57.0

5

57.36

57.4

557

.30

57.3657.44

57.3

657

.24

57.3

457.2

557

.06

57.0

4

56.6

6

56.6

6

57.44 57.30

5.0%

2.1M HIGH NOISE BARRIER AS PERTRAFFIC NOISE IMPACT

ASSESSMENT BY FREEFIELD LTD.

2.1M HIGH NOISE BARRIER AS PERTRAFFIC NOISE IMPACT

ASSESSMENT BY FREEFIELD LTD.

2.1M HIGH NOISE BARRIER AS PERTRAFFIC NOISE IMPACTASSESSMENT BY FREEFIELD LTD.56.8556.90

57.06

4.2%

1.0%

1.0%

4.3%

1.9%

56.97

57.04

TIE INTO PROPOSED SWALE,MINIMAL RE-GRADING

REQUIRED. EXISTING TREESTO BE PROTECTED AS PER

LANDSCAPING PLAN

56.93

57.09

57.09 B/W57.09 B/W57.23 T/W

57.10 B/W56.94

57.16

56.96

TIE INTO PROPOSED SWALE,MINIMAL RE-GRADING

REQUIRED. EXISTING TREESTO BE PROTECTED AS PER

LANDSCAPING PLAN

300mm

150mm

NOT TO SCALE

50mm HL8150mm

400mm

CROSS-SECTION

ASPHALT GRADE: PG-58-34ASPHALT GRADE: PG-58-34

CROSS-SECTION

GRAN "B"

GRAN "A"GRAN "A"

GRAN "B"

NOT TO SCALEHEAVY DUTY PAVEMENT ASPHALT PARKING

50mm HL3

NOTE: REFER TO TABLES 2 & 3 ON PAGE 10 OF THE FINAL GEOTECHNICAL REPORT No. PG4582-1, DATEDJULY 30, 2018, PREPARED BY PATERSON GROUP INC. CONSULTING ENGINEERS.

40mm HL3 CROSS-SECTIONA - A'

NOT TO SCALE

± 4.00m

PRO

P. B

LDG

Ex. B

LDG

2.0% 2.0%56.8856.88

56.84

Project:

Project Number:

Drawing Number:

Drawing Title:

Client:

FILE

NAM

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Pro

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2018

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18-0

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Stamp:

Date

Do not scale drawings

No.

before proceeding with the work

Check and verify all dimensions

Revision/Issue

Checked By:

Drawn by:

Designed By:

Scale:

Manor Park Management231 BRITTANY, SUITE DOTTAWA, ONK1L 0R8

THREE STOREY RESIDENTIAL BUILDING20 MARK AVENUE

VANIER ON

SITE GRADING, DRAINAGE, SEDIMENT &EROSION CONTROL PLAN

CP-18-0171

C101

1 ISSUED FOR COORDINATION MAY 08/2018

2 ISSUED FOR REVIEW JUL 30/2018

3 NOV. 29/2018REVISED AS PER CITY COMMENTS

4 REVISED GENERAL SERVICING FEB. 21/2019

L.A.L.

R.P.K.

L.A.L.

1:100

7900 Keele St. Suite 200 Concord, ON L4K 2A3Tel: 905-856-5200 Fax: 905-695-0221

www.mcintoshperry.com

0 2 4 6 8 10 Metres

SCALE 1 : 100

EROSION AND SEDIMENT CONTROL1. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES, TO PROVIDE FOR

PROTECTION OF THE AREA DRAINAGE SYSTEM AND THE RECEIVING WATERCOURSE, DURINGCONSTRUCTION ACTIVITIES. THIS INCLUDES LIMITING THE AMOUNT OF EXPOSED SOIL,TEMPORARY SEDIMENT CONTROL (GEOSOCK INSERTS WITH AN OVERFLOW UNDER GRATE ORCOVER) TO BE IMPLEMENTED DURING CONSTRUCTION ON ALL PROPOSED ROADCATCHBASINS, REARYARD CATCHBASINS AND CATCHBASIN MANHOLES AND OTHER SEDIMENTTRAPS. NO RECYCLED GEOSOCK MATERIAL SHALL BE PERMITTED FOR USE ON SITE.

2. AT THE DISCRETION OF THE PROJECT MANAGER OR MUNICIPAL STAFF, ADDITIONAL SILTCONTROL DEVICES SHALL BE INSTALLED AT DESIGNATED LOCATIONS.

3. FOR SILT FENCE BARRIER, USE OPSD 219.110. GEOTEXTILE FOR SILT FENCE AS PER OPSS 1860,TABLE 3.

4. EXCEPT AS PROVIDED IN PARAGRAPHS 4.(a), and (b) BELOW, STABILIZATION MEASURES SHALLBE INITIATED AS SOON AS FEASIBLE IN PORTIONS OF THE SITE WHERE CONSTRUCTIONACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED.

4.1. WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH DAY AFTERCONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASE IS PRECLUDED BYSNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS FEASIBLE.

4.2. WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21DAYS FROM WHEN ACTIVITIES CEASED, (E.G. THE TOTAL TIME PERIOD THATCONSTRUCTION ACTIVITY IS TEMPORARILY CEASED IS LESS THAN 21 DAYS) THENSTABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF SITE BYTHE 14TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY CEASED.

5. SEDIMENT THAT IS ACCUMULATED BY THE TEMPORARY EROSION AND SEDIMENT CONTROLMEASURES SHALL BE REMOVED IN A MANNER THAT AVOIDS ESCAPE OF THE SEDIMENT TOTHE DOWNSTREAM SIDE OF THE CONTROL MEASURE AND AVOIDS DAMAGE TO THE CONTROLMEASURE. SEDIMENT SHALL BE REMOVED TO THE LEVEL OF THE GRADE EXISTING AT THETIME THE CONTROL MEASURE WAS CONSTRUCTED AND BE ACCORDING TO THE FOLLOWING:

5.1. FOR LIGHT-DUTY SEDIMENT BARRIERS, ACCUMULATED SEDIMENT SHALL BE REMOVEDONCE IT REACHES THE LESSER OF THE FOLLOWING:

5.1.1. A DEPTH OF ONE-HALF THE EFFECTIVE HEIGHT OF THE CONTROL MEASURE.5.1.2. A DEPTH OF 300 MM IMMEDIATELY UPSTREAM OF THE CONTROL MEASURE.

5.2. FOR ALL CONTROL MEASURES, ACCUMULATED SEDIMENT SHALL BE REMOVED ASNECESSARY TO PERFORM MAINTENANCE REPAIRS.

5.3. ACCUMULATED SEDIMENT SHALL BE REMOVED PRIOR TO THE REMOVAL OF THECONTROL MEASURE.

5.4. ACCUMULATED SEDIMENT IS TO BE REMOVED AND DISPOSED OF AS PER OPSS 180.

6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MONITORED TOENSURE THEY ARE IN EFFECTIVE WORKING ORDER. THE CONDITION OF THE CONTROLMEASURES SHALL BE MONITORED PRIOR TO ANY FORECAST STORM EVENT AND FOLLOWINGA STORM EVENT.

7. DUST CONTROL MEASURES SHOULD BE CONSIDERED PRIOR TO CLEARING AND GRADING. THEUSE OF WATER, CALCIUM CHLORIDE FLAKES/SOLUTION OR MAGNESIUM CHLORIDEFLAKES/SOLUTION SHALL BE USED AS DUST SUPPRESSANTS AS PER OPSS 506. THIS IS TO LIMITWIND EROSION OF SOILS WHICH MAY TRANSPORT SEDIMENTS OFFSITE, WHERE THEY MAY BEWASHED INTO THE RECEIVING WATER BY THE NEXT RAINSTORM.

8. ALL 'GREEN AREAS' TO BE TREATED WITH 150mm TOPSOIL AND SOD AS SOON AS FEASIBLE, ASPER OPSS 570.

9. TOPSOIL TO BE STRIPPED AND STOCKPILED FOR REHABILITATION. CLEAN FILL TO BE PLACED INFILL AREAS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY.

10. ALL DISTURBED AREAS TO BE RESTORED TO ORIGINAL CONDITION OR BETTER UNLESSOTHERWISE SPECIFIED.

11. STOCKPILED MATERIAL IS TO BE STORED AWAY FROM POTENTIAL RECEIVERS (E.G. STORMCATCHBASINS, MANHOLES), AND BE SURROUNDED BY EROSION CONTROL MEASURES WHEREMATERIAL IS LEFT IN PLACE IN EXCESS OF 14 DAYS.

12. IF REQUIRED, DEWATERING/SETTLING BASINS SHALL BE CONSTRUCTED AS PER OPSD 219.240AND LOCATED ON FLAT GRADE UPSTREAM OF OTHER EXISTING MITIGATION MEASURES.WATERCOURSES SHALL NOT BE DIVERTED, OR BLOCKED, AND TEMPORARY WATERCOURSESCROSSINGS SHALL NOT BE CONSTRUCTED OR UTILIZED, UNLESS OTHERWISE SPECIFIED IN THECONTRACT. IF CLOSURE OF ANY PERMANENT WATER PASSAGE IS NECESSARY, THECONTRACTOR SHALL RELEASE ANY STRANDED FISH TO THE OPEN PORTION OF THEWATERCOURSE WITHOUT HARM.

13. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO OPSS 577

14. WHERE DEWATERING IS REQUIRED, THE DISCHARGED WATER SHALL BE CONTROLLED INACCORDANCE WITH OPSS 518.

15. ALL SETTLING/FILTRATION BASINS SHALL BE EQUIPPED WITH TERRAFIX 270R GEOTEXTILE (ORAPPROVED EQUIVALENT) AND SHALL BE CLEANED AND REPLACED AS REQUIRED.

GENERAL NOTES1. THE ORIGINAL TOPOGRAPHY, GROUND ELEVATION AND SURVEY DATA SHOWN ARE SUPPLIED

FOR INFORMATION PURPOSES ONLY, AND IMPLY NO GUARANTEE OF ACCURACY. IT SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL INFORMATION OBTAINED FROMTHEM.

2. THIS PLAN IS NOT A CADASTRAL SURVEY SHOWING LEGAL PROPERTY BOUNDARIES ANDEASEMENTS. THE PROPERTY BOUNDARIES SHOW HEREON HAVE BEEN DERIVED FROMINFORMATION SUPPLIED BY THE CITY OF OTTAWA.

3. THE CONTRACTOR IS TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND APPROVALSFROM THE CITY BEFORE COMMENCING CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT.

5. THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION, SIZE, MATERIAL AND ELEVATIONOF ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TOPROTECT AND ASSUME ALL RESPONSIBILITY FOR EXISTING UTILITIES WHETHER OR NOTSHOWN ON THESE DRAWINGS. IF THERE IS ANY DISCREPANCY THE CONTRACTOR IS TO NOTIFYTHE ENGINEER PROMPTLY.

6. RESTORE ALL TRENCHES AND SURFACES OF PUBLIC ROAD ALLOWANCES TO CONDITIONEQUAL OR BETTER THAN ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CITY OFOTTAWA AUTHORITIES.

7. EXCAVATE AND DISPOSE OF ALL EXCESS EXCAVATED MATERIAL, SUCH AS ASPHALT, CURBINGAND DEBRIS, OFF SITE AS DIRECTED BY THE ENGINEER, OR THE CITY.

8. TOPSOIL TO BE STRIPPED AND STOCKPILED FOR REHABILITATION. CLEAN FILL TO BE PLACED INFILL AREAS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY.

9. ALL DISTURBED AREAS TO BE RESTORED TO ORIGINAL CONDITION OR BETTER UNLESSOTHERWISE SPECIFIED.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETY MEASURESDURING THE CONSTRUCTION PERIOD, INCLUDING THE SUPPLY, INSTALLATION, AND REMOVALOF ALL NECESSARY SIGNAGE, DELINEATORS, MARKERS AND BARRIERS.

11. DO NOT ALTER GRADING OF THE SITE WITHOUT PRIOR APPROVAL OF THE CITY.

12. ALL ROADWAY, PARKING LOT, AND GRADING WORKS TO BE UNDERTAKEN IN ACCORDANCEWITH CITY STANDARDS AND SPECIFICATIONS AND PROVIDE POSITIVE DRAINAGE AWAY FROMTHE BUILDING.

13. CONTACT THE CITY FOR INSPECTION OF ROUGH GRADING OF PARKING LOTS, ROADWAYS ANDLANDSCAPED AREAS PRIOR TO PLACEMENT OF ASPHALT AND TOPSOIL. ALL DEFICIENCIESNOTED SHALL BE RECTIFIED TO THE CITY'S SATISFACTION PRIOR TO PLACEMENT OF ANYASPHALT, TOPSOIL, SEED & MULCH AND/OR SOD.

14. ALL DIMENSIONS MUST BE VERIFIED PRIOR TO CONSTRUCTION, IF THERE IS ANY DISCREPANCYTHE CONTRACTOR IS TO NOTIFY THE ENGINEER PROMPTLY.

15. CONTRACTOR TO ENSURE ALL INSTALLATIONS ARE IN ACCORDANCE WITH CURRENT CITY OFOTTAWA STANDARDS AND/OR ONTARIO PROVINCIAL STANDARDS.

16. THIS PLAN IS TO BE READ IN CONJUNCTION WITH THE GEOTECHNICAL REPORT NO. PG4582-1BY PATERSON GROUP DATED JULY 30, 2018.

LOCATION PLANLEGEND

BARRIER CURB

CURB DEPRESSION

HEAVY DUTY ASPHALT

CONCRETE RAMP AND/OR WALKWAY

SWALE CENTERLINE

TERRACING @ 3:1 SLOPE UNLESS SPECIFIED

STORM MANHOLE

CATCH BASIN MANHOLE

CATCH BASIN OR DITCH INLET

LANDSCAPE CATCH BASIN

PERFORATED SUBDRAIN

SANITARY MANHOLE

TYPICAL GRADE

BOTTOM OF WALL GRADE

SWALE GRADE

TOP OF GRATE GRADE

EXISTING GRADE (NOT SHOWN ON SURVEY)

OVERLAND FLOW ROUTE

100yr PONDING

5yr PONDING

GRADE MARKER

SILT FENCE

RETAINING WALL

CBMH

MH1

DICB

MH1A

73.21 B/W

73.21

73.21(S)

T/G 73.21

EX.73.21

76.16

MARK AVENUE

MONTREAL ROAD

MONTGOMERY STREET

RIDEAU STREET

NORTH RIVER ROAD

WAYLING AVENUE

RIDEAU RIVER

SITE LOCATION

#17744

D0

7-1

2-1

8-0

11

8