Urban Design Review Panel Submission Presentation

SHEPHERDS OF GOOD HOPE2017-0780

April 19th,2018

A1DATE

PROJECT | SHEET

A CSV ARCHITECTS sustainable design . conception écologique PERSPECTIVE VIEW

1

765 MONTREAL ROAD - SHEPHERDS OF GOOD HOPE

LANDSCAPE PARKING LOT AMENITY

PROPERTY LINE PROPERTY LINE

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S100 SHEPHERDS OF GOOD HOPE | SITE SECTION

U r b a n D e s i g n R e v i e w P a n e l S u b m i s s i o n P r e s e n t a t i o n

J u n e 7 , 2 0 1 8

F o r m a l R e v i e w



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S100 SHEPHERDS OF GOOD HOPE | SITE SECTION02

SUBJECT PROPERTY -765 MONTREAL ROAD

APRIL 2018

60MLOCATION MAP 100 METRE RADIUS FROM SUBJECT PROPERTY

N

MONTRÉAL RD.

MONTRÉAL RD.

LAN

G’S R

D.

LAN

G’S R

D.

AVIATION PKY.

AVIATION PKY.

DEN

HA

AG

DR

.

DEN

HA

AG

DR

.

LEBOUTILLIER AVE.

LEBOUTILLIER AVE.

CARWOOD CIR.

CARWOOD CIR.

MONTRÉAL RD.

MONTRÉAL RD.

FAIRHAVEN WAYFAIRHAVEN WAY

THO

MSO

N ST.

THO

MSO

N ST.



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APRIL 2018

60MSURROUNDING SITE PHOTOS N

MONTRÉAL RD.

MONTRÉAL RD.

LANG’S RD.

LANG’S RD.

AVIATION PKY.

AVIATION PKY.

DEN

HA

AG

DR

.

DEN

HA

AG

DR

.

LEBOUTILLIER AVE.

LEBOUTILLIER AVE.

CARWOOD CIR.

CARWOOD CIR.

MONTRÉAL RD.

MONTRÉAL RD.

FAIRHAVEN WAYFAIRHAVEN WAY

THO

MSO

N ST.

THO

MSO

N ST.

7

1

2

3

4

5 6

7

1 2 3 4

5

6



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APRIL 2018

200MAMENITIES MAP 500 METRE RADIUS FROM SUBJECT PROPERTY

N

MONTRÉAL RD.

MONTRÉAL RD.

LAN

G’S R

D.

LAN

G’S R

D.

AVIATIO

N

PKY .

AVIATIO

N

PKY .

DEN

HA

AG

DR

.

DEN

HA

AG

DR

.

BATH

GATE D

R.

BATH

GATE D

R.

CARWOOD CIR.

CARWOOD CIR.

MONTRÉAL RD.

MONTRÉAL RD.

AVIATION

PKY.

AVIATION

PKY.

ST. LAU

REN

T BLV

D.

ST. LAU

REN

T BLV

D.

BRITTANY DR.BRITTANY DR.

CAR

SON

’S RD

.

CAR

SON

’S RD

. DEN HAAG DR.

DEN HAAG DR.

BU

RM

A R

D.

BU

RM

A R

D.

CUM

MIN

GS

AV

E.CU

MM

ING

S

AV

E.

HEMLOCK RD.

HEMLOCK RD.

HMonfort HospitalMonfort Hospital

Fire Station 51

Fire Station 51

East GateAlliance Church

East GateAlliance Church

Hemlock Park

Hemlock Park

Forbes Park

Forbes Park

Dr. John Hopps Park

Dr. John Hopps Park

Bathgate Park

Bathgate Park

Thornecliffe Park

Thornecliffe Park

Samuel-Genest Catholic Middle

School

Samuel-Genest Catholic Middle

School

Montfort Catholic Elementary School

Montfort Catholic Elementary School

La Cité, le collège d'arts appliqués et de technologie

La Cité, le collège d'arts appliqués et de technologie

Carson's Community

House

Carson's Community

House

St-Laurent Academy

St-Laurent Academy

Farm BoyFarm Boy

Cité Parkway Retirement Residence

Cité Parkway Retirement Residence

LeBoutillier Park

LeBoutillier Park

CMHCCMHC

Marochel Manor Retirement Residence

Marochel Manor Retirement Residence



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APRIL 2018

60MPROXIMITY MAP N

MONTRÉAL RD.

MONTRÉAL RD.

LAN

G’S R

D.

LAN

G’S R

D.

AVIATION PKY.

AVIATION PKY.

DEN

HA

AG

DR

.

DEN

HA

AG

DR

.

MONTRÉAL RD.

MONTRÉAL RD.

ST. LAU

REN

T BLV

D.

ST. LAU

REN

T BLV

D.

AV

IATIO

N P

KY

.

AV

IATIO

N P

KY

.

BA

THG

ATE D

R.

BA

THG

ATE D

R.

BU

RM

A R

D.

BU

RM

A R

D.

DEN HAAG DR. DEN HAAG DR.

ST. LAU

REN

T BLV

D.

ST. LAU

REN

T BLV

D.

CA

RSO

N’S R

D.

CA

RSO

N’S R

D.

COD

D’S R

D.

COD

D’S R

D.

Monfort Hospital(262m)

Monfort Hospital(262m)

LeBoutillier Park (72m)LeBoutillier Park (72m)

Forbes Park

(768m)

Forbes Park

(768m)

Dr. John Hopps Park

(506m)

Dr. John Hopps Park

(506m)

Bathgate Park

(731m)

Bathgate Park

(731m)

Fire Station 51

(493m)

Fire Station 51

(493m)

Ottawa River (2.17km)

Ottawa River (2.17km)

Highway 174 (2.59km)




La Cité, le collège d'arts appliqués et

de technologie(781m)

La Cité, le collège d'arts appliqués et

de technologie(781m)



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Hemlock Park

Hemlock Park

Forbes Park

Forbes Park

Dr. John Hopps Park

Dr. John Hopps Park

Bathgate Park

Bathgate Park

Thornecliffe Park

Thornecliffe Park

Notre Dame

Cemetary

Notre Dame

Cemetary

LeBoutillier Park

LeBoutillier Park

1

2

3

4

5

6

Established Low-Rise Neighbourhood




Medium Density Residential

Medium Density Residential

Commercial/

Service

/Office

Commercial/

Service

/Office

Commercial/

ServiceCommercial/

Service



SchoolSchool





OfficeOffice

High Rise 10-30 StoreysMid-Rise 5-9 StoreysLow-Rise <4 StoreysRetail/Commercial Corridor

Active Development Applications Former CFB Rockcliffe Redevelopment(~5,300 residential units and up to 2,600 jobs)

1002 Karen Way(18-storey residential building - 195 units and 7 townhouses)

460 St. Laurent Blvd.(13-storey residential building - 137 units)

625 Borthwick Ave.(3-storey addition the existing 2-storey residential apartment building)

603 Cummings Ave.(3.5 storey residential building - 8 units)

801 Aviation Pkwy(2-storey and a 1-storey addition 2 buildings)

1

6

5

4

3

2


APRIL 2018

200MBUILT FORM AND LAND USE MAP N

MONTRÉAL RD.

MONTRÉAL RD.

LAN

G’S R

D.

LAN

G’S R

D.

AVIATION PKY.

AVIATION PKY.

DEN

HA

AG

DR

.

DEN

HA

AG

DR

.

BATH

GATE D

R.

BATH

GATE D

R.

CARWOOD CIR.

CARWOOD CIR.

MONTRÉAL RD.

MONTRÉAL RD.

AVIATION

PKY.

AVIATION

PKY.

ST. LAU

REN

T BLV

D.

ST. LAU

REN

T BLV

D.


CAR

SON

’S RD

.

CAR

SON

’S RD

.

BU

RM

A R

D.

BU

RM

A R

D.

CUM

MIN

GS A

VE.

CUM

MIN

GS A

VE.

HMonfort HospitalMonfort Hospital

DEN HAAG DR.

DEN HAAG DR.



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APRIL 2018

200MROAD NETWORK N

MONTRÉAL RD.

MONTRÉAL RD.

LAN

G’S R

D.

LAN

G’S R

D.

AVIATIO

N

PKY .

AVIATIO

N

PKY .

DEN

HA

AG

DR

.

DEN

HA

AG

DR

.

BATH

GATE D

R.

BATH

GATE D

R.

CARWOOD CIR.

CARWOOD CIR.

MONTRÉAL RD.

MONTRÉAL RD.

AVIATION

PKY.

AVIATION

PKY.

ST. LAU

REN

T BLV

D.

ST. LAU

REN

T BLV

D.


CAR

SON

’S RD

.

CAR

SON

’S RD

. DEN HAAG DR.

DEN HAAG DR.

BU

RM

A R

D.

BU

RM

A R

D.

CUM

MIN

GS A

VE.

CUM

MIN

GS A

VE.

HEMLOCK RD.

HEMLOCK RD.

Existing Federally Owned Road Existing ArterialExisting CollectorOn-road Cycling RoutesOff-road Cycling Routes



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APRIL 2018

200MOC TRANSPO SYSTEM MAP N

MONTRÉAL RD.

MONTRÉAL RD.

LAN

G’S R

D.

LAN

G’S R

D.

AVIATIO

N

PKY .

AVIATIO

N

PKY .

DEN

HA

AG

DR

.

DEN

HA

AG

DR

.

BATH

GATE D

R.

BATH

GATE D

R.CARWOOD CIR.

CARWOOD CIR.

MONTRÉAL RD.

MONTRÉAL RD.

AVIATION

PKY.

AVIATION

PKY.

ST. LAU

REN

T BLV

D.

ST. LAU

REN

T BLV

D.


CAR

SON

’S RD

.

CAR

SON

’S RD

. DEN HAAG DR.

DEN HAAG DR.

BU

RM

A R

D.

BU

RM

A R

D.

CUM

MIN

GS A

VE.

CUM

MIN

GS A

VE.

HEMLOCK RD.

HEMLOCK RD.

Local Routes

1919 1919

77

77

1717

1212

1919

17172727

129129

27271919

129129

1212

1212

1212

2727

712171927129

-Carleton-Blair-Rideau-Bank-St. Laurent-Carson’s & Aviation



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APRIL 2018

60MORTHO N

MONTRÉAL RD.

MONTRÉAL RD.

LANG’S RD.

LANG’S RD.

DEN HAAG DR.

DEN HAAG DR.

MONTRÉAL RD.

MONTRÉAL RD.



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A 42-unit four-storey apartment building providing affordable housing for single individuals is proposed by the Shepherds of Good Hope at 765 Montreal Road in eastern Ottawa. The apartments are independent studio units on floors 2-4. Shared common facilities are provided on the ground floor including a multi-purpose room, a commercial kitchen, quiet room, and laundry. Office space for staff as well as a medical examination room are provided. A wine-making room will provide supervised access to wine as part of a harm-reduction program. A portion of the ground floor facing Montreal Road will be used for multi-purpose space that is available for public use. 50% of the ground floor walls will be glazed as required by the zoning bylaw, and consisting of a glass wall system of vision windows and glazed spandrel panels.

The building will be located along the Montreal Road frontage with staff and visitor parking and amenity spaces at the rear. The land slopes from street level on Montreal Road up towards the north with an almost 7m grade change. A retaining wall will be provided between the parking and the excavated hillside leaving a landscaped buffer at the northern property line. The slope significantly reduces the visibility of the proposed building from the residential neighbours to the north.

The building will incorporate a range of sustainable design features including better than Code exterior wall insulation, air-tight envelope, heat recovery ventilation and other energy efficient equipment. The target for energy performance will be 25% better than Code, and 3rd party verified as part of applications for incentive funding from Ontario Hydro, CMHC, and other programs. As well, interior finishes will be chosen for reduced impact on occupant health. The majority of units will be designed for barrier-free occupancy or capable of easy modification to suit a wide range of mobility needs of occupants.

DESIGN BRIEF

SHEPHERDS OF GOOD HOPE



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Locate new buildings along the public street.

Set new buildings 0 to 3.0 metres back from the front property line, and 0 to 3.0 metres back from the side property line for corner sites, in order to define the street edge and provide space for pedestrian activities and landscaping.

Design new development to be compatible with the general physical character of adjacent neighbourhoods. Protect the positive elements of the existing fabric including significant buildings, existing trees, pedestrian routes, public facilities and pedestrian amenities.

Design street sections with a ratio of building height to road corridor width of between 1:6 (low), 1:3 (medium) and 1:2 (high).

Create intensified, mixed-use development, incorporating public amenities such as bus stops and transit shelters, at nodes and gateways by concentrating height and mass at these locations.

Design the built form in relation to the adjacent properties to create coherent streetscapes.

Create a transition in the scale and density of the built form on the site when located next to lower density neighbourhoods to mitigate any potential impact.

Use clear windows and doors to make the pedestrian level façade of walls, facing the street, highly transparent. Locate active uses along the street at grade, such as restaurants, specialty in-store boutiques, food concessions, seating areas, offices and lobbies.

Provide direct, safe, continuous and clearly defined pedestrian access from public sidewalks to building entrances.

Locate surface parking spaces at the side or rear of buildings. Provide only the minimum number of parking spaces required by the Zoning By-law.

Provide a minimum 3.0 metre wide landscape area along the edge of a site where parking areas, drive lanes or stacking lanes are adjacent to a public street. Use trees, shrubs and low walls to screen cars from view while allowing eye level visibility into the site.

UR

BA

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IGN

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The proposed building is placed along the full width of the street frontage. This placement permits parking to be located at the interior of the site with access away from the street intersection in accordance with the Private Approaches Bylaw. It also locates the amenity space away from the noise of Montreal Road. The parking is required for staff and visitors. Most of this use is during business hours. The parking area will be used as a multi-purpose exterior extension to the outdoor amenity space at times when there is less demand for parking.

The building is located at 0m from the southerly front property line on Montreal Road, and 0.78m from the westerly corner side yard.

The neighbouring buildings along Montreal Road range in scale and height. Typical width of development is 30-40m and height is 1-3 stores although future development is likely to be taller.

The street section falls within the 1:3 ratio as demonstrated in the calculation that is part of the attached submission.

Although the proposed building is primarily for the use of the residential occupancy, some spaces on the ground floor are designated for public use with direct access from the street, and the balance of the spaces facing Montreal Road are treated with glazed windows to provide a glazed character to the street.

The proposed building is taller than the adjacent development but is consistent with the targeted future character of the street, as provided in the zoning and City policies and guidelines

The impact of the proposed building on the residential neighbourhood to the north is masked by the change of grade of which there is almost 7m across the subject property alone.

Several major common spaces serving the residents are located on the street side of the building, as well as two spaces that will be made available for public use. These spaces will be provided with a glazed wall for at least 50% of the front wall. This will include transparent glazing to the interior to the maximum extent possible given the internal use, with the balance of the 50% requirement provided using glazed spandrel panels to provide the appearance of full glazing. Energy efficiency considerations will be met by providing a good level of insulation in the spandrel panels.

The main residential entrance will be at the rear where access can be controlled for the protection and well-being of residents. Access to the designated public use spaces will be provided directly from the street frontages.

The design locates the parking at the rear and does not exceed the bylaw requirement.

A 3m buffer is provided between the parking lot and the corner side yard lot line abutting Lang’s Road.

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SHEPHERDS OF GOOD HOPEDESIGN GUIDELINE RESPONSE



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NEW 4 STOREYMIXED USEBUILDING

MONTREAL ROAD

LAN

GS

RO

AD

MH

MH

UP

LS

UP

3

2000

39323

339974229

FHUP

CB

SP

ROAD WIDENING R.O.W.

1 2 3 4 5 6 7 8

SLOPE 1:50

GAT

E

NEW 1STOREYADDITION

SIGHTTRIANGLE

SLO

PE 1

:20

DN

GROUND FLOORELEVATION - 90.80

DN

5000

3046

2700

4000

5200

2

4

3

2600 TYP.

300 3000 21800

1800 600 TYP.

3810

0

3 810 0

1 2 43 5

600

TYP.7.5m REAR YARD SETBACK

10

30800 5377 3000

8

7

786

1800

0m FRONT YARD SETBACK

0m S

IDE

YAR

D S

ETBA

CK 0m

SID

E YA

RD

SET

BAC

K

1

5

12

1500 1800

5000

12

10

RO

AD W

IDEN

ING

R.O

.W.

835

10

3600

8

8

8

5000

1800

456

62

29270 8956

CB

CB

MHMH

CB

1000

7500

15

1443

423

666

39190

90.41 90.48 90.80 90.8090.73 90.80

90.8090.70

90.25 90.57 90.5790.50 90.60

90.38

90.2190.07

90.37

90.10

89.88

94.02 97.08

91.96

6

7

89

10

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15

90.30

NOT USED

NEW GARBAGE/RECYCLING BIN/COMPOST ENCLOSURE

1

2

3

KEYNOTES:

4 BIKE STORAGE (16 BIKES)

5

6

NEW ASPHALT DRIVEWAY/PARKING LOT

7

NEW 2000mm WIDE CONCRETE SIDEWALK TO MEET CITY STANDARDS(SC8) . DEPRESSED THROUGH THE PROPOSED ACCESS

8

EXISTING CONCRETE CURB

9

10

11

12

13

14

PRE-CAST CONCRETE CURB

15 AMENITY SPACE

NEW SECURITY GATE

NEW FENCE

PAINTED PAVEMENT MARKINGS

PAINTED CONCRETE FILLED GALVANIZED BOLLARD

OUTDOOR STORAGE ENCLOSURE

NEW RETAINING WALL

BIKE STORAGE (5 BIKES)

LEGEND:

PAVING STONES

NEW CONCRETE SIDEWALK

NEW ASPHALT PAVING

FENCE

SETBACK

MH

UP

LS

FH

CB

SP

NEW ELEVATION

EXISTING ELEVATION

EXISTING CATCH BASIN

EXISTING UTILITY POLE

EXISTING FIRE HYDRANT

EXISTING LIGHT STANDARD

EXISTING MANHOLE

EXISTING ROAD SIGN

ELEVATION MARKER

NEW TREE

NEW SOD

EXISTING CONCRETE SIDEWALK

CONCRETE PAD

BUILDING ENTRANCE

PROPERTY LINE

NEW RETAINING WALL

CBNEW CATCH BASIN

NEW MANHOLEMH

EXISTING TREE TO REMAIN

AMENITY

LEGAL DESCRIPTIONPLAN 486 S PT LOT 6 RF; 4R25842PART 2 & PLAN 486 PT LOT 6 PIN042750071 & 042750072CITY OF OTTAWA

ADDRESS:765 MONTREAL ROAD,OTTAWA, ONTARIO

SURVEY INFORMATION FROM:THIS DRAWING IS BASED ON A SURVEY PREPAREDBY FARLEY, SMITH & DENIS SURVEYINGLTD. DATED NOVEMBER 14, 2016.

ZONE PROVISIONS

MAXIMUM FSI NONE

BY-LAW REQUIREMENT PROVIDED

1.86:1

MINIMUM INTERIORSIDEYARD SETBACK N/A 0.193 m

GROUND FLOORFACADE GLAZING

50% OF GROUND FLOOR FACADE 63.7%

MINIMUM DRIVEWAY WIDTH 3 m 4 m

MINIMUM BICYCLE PARKING AISLEWIDTH

1.5 m

MINIMUM NUMBER OF VEHICLELOADING SPACES

N/A 0

LANDSCAPED BUFFER ABUTTING A STREET - 3 mNOT ABUTTING A STREET - 1.5 m

3 m1.5 m

AMENITY AREA

PARKING RATES(RESIDENTIAL)

VISITOR PARKING

PARKING RATES(COMMUNITY CENTRE)

EXTERNAL = 367 m² INTERNAL = 112.56 m² TOTAL = 479.56 m²

4 SPACES

3

1 SPACE

6 m² x 42 UNITS = 252 m²

15 SPACES

3

BICYCLE PARKING RATES 21 SPACES

PARKING QUEING &LOADING PROVISIONS

PARKING SPACE DIMENSIONS 2.6 m x 5.2 m

SITE AREA:1493 m²

NEW BUILDING AREA:733 m²

NEW GROSS FLOOR AREA:2773 m²

BUILDING HEIGHT:13.6 m - 4 Storeys

GROUND FLOOR HEIGHT:4 m

BICYCLE SPACE DIMENSIONS 0.6 m x 1.8 m

MINIMUM REAR YARDSETBACK 7.5 m 14.43 m

2.6 m x 5.2 m

1 SPACE

21 SPACES

1.5 m

0.6 m x 1.8 m

GENERAL NOTES:

1. ALL GENERAL SITE INFORMATION AND CONDITIONS COMPILEDFROM EXISTING PLANS AND SURVEYS.2. DO NOT SCALE THIS DRAWING3. REPORT ANY DISCREPANCIES PRIOR TO COMMENCING WORK. NORESPONSIBILITY IS BORN BY THE CONSULTANT FOR UNKNOWNSUBSURFACE CONDITIONS4. CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS ON SITEAND REPORT AN ERRORS AND/OR OMISSIONS TO THE CONSULTANT5. REINSTATE ALL AREAS AND ITEMS DAMAGED AS A RESULT OFCONSTRUCTION ACTIVITIES TO THE SATISFACTION OF THECONSULTANT6. CONTRACTOR TO PLAY OUT PLANTING BEDS, PATHWAYS, ETC. TOAPPROVAL OF CONSULTANT PRIOR TO ANY JOB EXCAVATION7. DRAWING MAY NOT BE USED FOR CONSTRUCTION UNTIL SIGNEDBY THE LANDSCAPE ARCHITECT AND ISSUED FOR CONSTRUCTION8. THE ACCURACY OF THE POSITION OF UTILITIES IS NOTGUARANTEED9. INDIVIDUAL UTILITY COMPANIES MUST BE CONTACTED FORCONFIRMATION OF UTILITY EXISTENCE AND LOCATION PRIOR TODIGGING10. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND REQUIRESTHE PERMISSION OF THE ARCHITECT FOR USE

PROJECT NO:DRAWN:APPROVED:

CLIENT

NOTE1. OWNERSHIP OF THE COPYRIGHT OF THE DESIGNAND THE WORKS EXECUTED FROM THE DESIGNREMAINS WITH CSV ARCHITECTS, AND MAY NOT BEREPRODUCED IN ANY FORM WITHOUT THE WRITTENCONSENT OF CSV ARCHITECTS.2. THE DRAWINGS, PRESENTATIONS ANDSPECIFICATIONS AS INSTRUMENTS OF SERVICE AREAND SHALL REMAIN THE PROPERTY OF CSVARCHITECTS. THEY ARE NOT TO BE USED BY THECLIENT ON OTHER PROJECTS OR ON EXTENSIONS TOTHIS PROJECT WITHOUT THE WRITTEN CONSENT OFCSV ARCHITECTS.3. THIS DRAWING IS TO BE READ IN CONJUNCTIONWITH ALL OTHER PROJECT DRAWINGS ANDSPECIFICATIONS.4. DO NOT SCALE DRAWINGS. CONTRACTOR SHALLBE RESPONSIBLE TO VERIFY DIMENSIONS ON SITE.5. ALL WORK SHALL BE IN ACCORDANCE WITH THEONTARIO BUILDING CODE AND ALL SUPPLEMENTS ANDAPPLICABLE MUNICIPAL REGULATIONS.

PROJECT

DRAWING NO. REV

TITLE

SCALEFIRST ISSUE:

Client Street Address,Province, Postal Code,Country

STAMP

REV DATE ISSUE

CONSULTANT ROLE: STRUCTURALCONSULTANT NAME: MCINTOSH PERRYADDRESS: 115 WALGREEN RD.R.R. 3 CARP, ON, K0A 1L0PHONE: 613-8362184EMAIL: [email protected]

CONSULTANT ROLE: MECHANICALCONSULTANT NAME: JP2GADDRESS: 1150 MORRISON DR.SUITE 410, OTTAWA, ON, K2H 8S9PHONE: 613-828-7800EMAIL: [email protected]

CONSULTANT ROLE: ELECTRICALCONSULTANT NAME: JP2GADDRESS: 1150 MORRISON DR.SUITE 410, OTTAWA, ON, K2H 8S9PHONE: 613-828-7800EMAIL: [email protected]

CONSULTANT ROLE: CIVILCONSULTANT NAME: WSPADDRESS: 2611 QUEENSVIEW DR.SUITE 300, OTTAWA, ON K2B 8K2PHONE: 613-829-2800EMAIL: WWW.WSP.COM

1 : 100

2A100

SITE PLAN

2017-0780

SHEPHERDS OF GOODHOPE765 Montreal Road, Ottawa, Ontario

02/12/18

ALJW

SHEPHERDS OF GOODHOPE

TRUEPR

OJE C

T

1 2018/04/03 Issued for Planning Review2 2018/04/19 Issued for Site Plan Control

SHEPHERDS OF GOOD HOPESITE PLAN



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SHEPHERDS OF GOOD HOPESITE SECTION



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A CSV ARCHITECTS sustainable design . conception écologique PERSPECTIVE VIEW

1

SHEPHERDS OF GOOD HOPEEXTERIOR PERSPECTIVE



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A CSV ARCHITECTS sustainable design . conception écologique SOUTH ELEVATION

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A CSV ARCHITECTS sustainable design . conception écologique NORTH ELEVATION

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A CSV ARCHITECTS sustainable design . conception écologique WEST ELEVATION

4

0GROUND FLOOR

4000SECOND FLOOR

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10400FOURTH FLOOR

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A1DATE

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A CSV ARCHITECTS sustainable design . conception écologique EAST ELEVATION

5

0GROUND FLOOR

4000SECOND FLOOR

7200THIRD FLOOR

10400FOURTH FLOOR

13600ROOF

BR

MC

CP

BRICK

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LANG

S RD

MONTREAL RD DEN

HAAG

DR

22 MARS AVE

SITE

AVIATION

PKWY


MONTREAL ROAD

LAN

GS

RO

AD

MH

MH

UP

LS

UP

FHUP

CB

SP


1 2 3 4 5 6 7 8

SLOPE 1:6

GAT

E

NEW 1STOREYADDITION

SIGHTTRIANGLE

SLO

PE 1

:20

DN


DN

1 2 43 5


0m S

IDE

YAR

D S

ETBA

CK 0m

SID

E YA

RD

SET

BAC

K

RO

AD W

IDEN

ING

R.O

.W.

CB

CB

MHMH

CB

1

2

3

4 5

6

7

89

11

12

13 14

15

16

17

18

20

21

22

23

24

25

26

27

28

2930

31

3233

3435

36

37

3839

40

41

42

43

4445

46

47

49

50

52

53

54

55

56

57

58

51

10

1-Gt

19

1-Gt

1-Gt

1-Pp1-Pp

1-Pp

1-Sr

1-Sr

1-Sr

9-Jh

40-Aa 56-Aa

7-Ca

3-Jh

58-Ast

48

60-To

NEW ASPHALTPARKING LOT

CONCRETESAW CUT PATTERN

BIKE PARKING5 SPACES

1800TYP.

1000

BIKE PARKING AREA16 SPACES

GARBAGE/RECYCLINGENCLOSURE,SEE ARCHITECTURE

1-As

1-As

7-Cd

10-Jh

CANOPY TOBE PRUNED

2138

600 TYP.

2L1-1

TREEPROTECTIONFENCING

1500

1500

2000

EXISTING CONCRETESIDEWALK

NEWCONCRETESIDEWALK

19605-Cc

3-Ca

2-Ca

18-Hs

3-Ca

30-Jh

4-Ca

1-Co

1-Co

4-Ca 5-Ca 6-Ca 115-Hs


EXISTING TREE TO BEREMOVED

EXISTING CONIFEROUSTREE TO BE REMOVED

NEW TREE

NEW CONIFEROUS TREE

LIGHT DUTY UNIT PAVER

HEAVY DUTY CONCRETE

SOD

ROLL CURB

PERENNIALS

SHRUBS AND GRASSES

LIGHT DUTY CONCRETE

PAINTED CONCRETE FILLEDGALVANIZED BOLLARD

CBCATCH BASIN

ENTRANCES

HEAVY DUTY UNIT PAVER

PROPERTY LINE

NEW 1.5m HIGH METALFENCE

TREE PROTECTIONFENCING

OVERHEAD WIRES

MULCH

NEW RETAINING WALL

DATE:

SCALE:

DRAWN BY:

LA PROJECT NO.

DRAWING NO.:

SEAL: NORTH:

PROJECT:

DRAWING TITLE:

NO. DATE DESCRIPTION

OTTAWA, ON765 Montreal Rd

Shepherds of Good Hope

18695-1

A.K

As Shown

2018/02/08

L-01

1 2018/03/29 ISSUED FOR COORDINATION

TREE PRESERVATION, PROTECTION & REMOVAL NOTES

1. All existing trees to remain shall be protected fromdamage during construction by maintaining a protectionfence at the critical root zone of the tree or group of trees.

-CRZ: Diameter of trunk in cm multiplied by 10cm

2. Storage of materials and/or equipment is prohibitedwithin the drip line of all existing trees to remain.

3. Contractor must comply with the Migratory BirdsConvention Act (MBCA), 1994 and Regulations.

4. Trees noted for removal must be cut outside of birdnesting season.

5. Bird nesting season: April 1st until August 31st.

GENERAL NOTES

1. All general site information and conditions compiledfrom survey.

2. Do not scale this drawing.3. Report any discrepancies prior to commencing work.

No responsibility is born by the Landscape Architectfor unknown subsurface conditions.

4. Contractor to check and verify all dimensions on siteand report any errors and/or omissions.

5. Reinstate all areas and items damaged as a result ofconstruction activities.

6. Drawing may not be used for construction until signedby Landscape Architect as issued for construction.

7. The accuracy of the position of utilities is notguaranteed.

8. Individual utility co. must be contacted for confirmationof utility existence and location prior to digging.

9. This drawing is an instrument of service and requiresthe permission of the Landscape Architect for use.Copyright is reserved by Lashley+Associatescorporation.

1:100

1 2 3 4 5 m0

GRAPHIC SCALE

KEY MAP, NTS

LANDSCAPE PLAN

TREES TO REMAIN

NO. TREE SPECIES DBH CONDITION COMMENTS

24 White Ash/ Fraxinus americana 15; 15cm PoorAdjacent privateProperty

27 American Elm/Ulmus americana 11cm FairAdjacent privateProperty


57 Manitoba Maple/Acer negundo 10cm GoodAdjacent privateProperty

LEGEND:

L1-12

1:75TREE PROTECTION FENCE

GENERAL PLANT LIST

EVERGREENS

KEY QTY BOTANICAL NAME COMMON NAME SIZE COMMENTSSPACINGO.C.

To 60 Thuja occidentalis Eastern White Cedar 80cm;1GAL. POTTED 500mmPp 3 Picea pungens Blue Spruce 200cm W.B.

DECIDUOUS TREES

As 2 Acer saccharum Sugar Maple 60mm W.B.

Cc 5 Crataegus crusgali 'Inermis' Thornless Hawthorn 250cm, 15GAL W.B.

Co 2 Celtis occidentalis Common Hackberry 70mm W.B.

Gt 2 Gleditsia triacanthos Honey Locust 60mm W.B.

Sr 3 Syringa reticulata Japanese Tree Lilac 45mm W.B.

SHRUBS

Jh 49 Juniperus horizontalis 'Wiltonii' Blue Rug Juniper 40cm, 3GAL. POTTED 1400mm

Cd 7Cotoneaster dammeri 'CoralBeauty'

Coral Beauty Cotoneaster 2GAL. POTTED 1400mm

PERENNIALS

Aa 96 Astilbe arendsii 'Diamant' Diamond Astilbe 1GAL. POTTED 400mm

Ast 58 Astilbe simplicifolia 'Sprite' Dwarf Astilbe 1GAL. POTTED 400mm

Hs 133 Hemerocallis 'stella D'oro' Stella D'oro Daylily 1GAL. POTTED 400mm

GRASSES

Ca 34 Calamagrostis acutiflora 'KarlFoerster'

Feather Reed Grass 1GAL. POTTED 700mm

2 2018/04/19 ISSUED FOR SITE PLAN APPLICATION

EXISTING TREES TO BE REMOVED


1 Russian Olive/Elaeagnus angustifolia 17; 25cm FairDouble stemmed,heavy lean towardstreet

2 Sugar Maple/Acer Saccharum. 41cm Good

3Colorado Blue Sprucee/Picea pungens'Glauca'

21cm Fair

4 Manitoba Maple/Acer negundo 17cm Fair City Property

5 Manitoba Maple/Acer negundo 15cm Fair

6Colorado Blue Spruce/ Picea pungens'Glauca'

25cm Good City Property

7 Scots Pine/ Pinus sylvestris 32cm Fair

8 Red Pine/ Pinus resinosa 24cm Fair

9 Red Pine/Pinus resinosa 20cm Good

10Colorado Blue Spruce/Picea pungens'Glauca'

29cm Good

11 Norway Spruce/Picea abies 34cm Good


43cm Fair

13 Norway Spruce/Picea abies 32cm Fair City Property


34cm Fair


32cm Fair City Property

16 Colorado Blue Spruce/Picea pungens'Glauca'

27cm Fair


23cm Fair


24cm Fair

19 Manitoba Maple/Acer negundo 11cm PoorPruned for Hydro,City Property

20 Jack Pine/Pinus banksiana 17cm Poor

21 Norway Maple/Acer platanoides 13; 12cm Fair Double Stemmed


34cm Good

23 American Elm/Ulmus americana 14cm Poor

25 Manitoba Maple/ Acer negundo 11; 11cm Fair Double Stemmed

26 Manitoba Maple/ Acer negundo 11cm Good

29 Norway Maple/Acer platanoides 30cm Good


28cm Fair


28cm Good

32 Eastern White Cedar/Thuja occidentalis 12cm Good

33 American Elm/Ulmus americana 11cm Fair




26cm Fair

37 Black Willow/Salix nigra 28cm Fair


25cm Good


25cm Fair


23cm Fair

41 White Spruce/Picea glauca 13cm Fair

42 Chinese Elm/Ulmus parvifolia 36cm Good


44 Scots Pine/Pinus sylvestris 17cm Fair-Poor

45 Scots Pine/Pinus sylvestris 12cm Poor

46 White Pine/Pinus sylvestris 18cm Fair


48 Scots Pine/Pinus sylvestris 24cm Good


50 Black Willow /Salix nigra 74cm Fair

51 Red Pine/Pinus resinosa 21cm Poor


27cm Fair


25cm Fair


21cm Fair

55 Crab Apple/Malus spp. 11; 14cm GoodDouble Stemmed,City Property

56 Manitoba Maple/Acer negundo 10cm Good City Property

58 Manitoba Maple/Acer negundo 28; 36cm PoorDouble Stemmed,City Property

SHEPHERDS OF GOOD HOPELANDSCAPE PLAN

LANG

S RD

MONTREAL RD DEN

HAAG

DR

22 MARS AVE

SITE

AVIATION

PKWY


MONTREAL ROAD

LAN

GS

RO

AD

MH

MH

UP

LS

UP

FHUP

CB

SP


1 2 3 4 5 6 7 8

SLOPE 1:6

GAT

E

NEW 1STOREYADDITION

SIGHTTRIANGLE

SLO

PE 1

:20

DN


DN

1 2 43 5


0m S

IDE

YAR

D S

ETBA

CK 0m

SID

E YA

RD

SET

BAC

K

RO

AD W

IDEN

ING

R.O

.W.

CB

CB

MHMH

CB

1

2

3

4 5

6

7

89

11

12

13 14

15

16

17

18

20

21

22

23

24

25

26

27

28

2930

31

3233

3435

36

37

3839

40

41

42

43

4445

46

47

49

50

52

53

54

55

56

57

58

51

10

1-Gt

19

1-Gt

1-Gt

1-Pp1-Pp

1-Pp

1-Sr

1-Sr

1-Sr

9-Jh

40-Aa 56-Aa

7-Ca

3-Jh

58-Ast

48

60-To

NEW ASPHALTPARKING LOT

CONCRETESAW CUT PATTERN

BIKE PARKING5 SPACES

1800TYP.

1000

BIKE PARKING AREA16 SPACES

GARBAGE/RECYCLINGENCLOSURE,SEE ARCHITECTURE

1-As

1-As

7-Cd

10-Jh

CANOPY TOBE PRUNED

2138

600 TYP.

2L1-1

TREEPROTECTIONFENCING

1500

1500

2000

EXISTING CONCRETESIDEWALK

NEWCONCRETESIDEWALK

1960

5-Cc

3-Ca

2-Ca

18-Hs

3-Ca

30-Jh

4-Ca

1-Co

1-Co

4-Ca 5-Ca 6-Ca 115-Hs


EXISTING TREE TO BEREMOVED

EXISTING CONIFEROUSTREE TO BE REMOVED

NEW TREE

NEW CONIFEROUS TREE

LIGHT DUTY UNIT PAVER

HEAVY DUTY CONCRETE

SOD

ROLL CURB

PERENNIALS

SHRUBS AND GRASSES

LIGHT DUTY CONCRETE

PAINTED CONCRETE FILLEDGALVANIZED BOLLARD

CBCATCH BASIN

ENTRANCES

HEAVY DUTY UNIT PAVER

PROPERTY LINE

NEW 1.5m HIGH METALFENCE

TREE PROTECTIONFENCING

OVERHEAD WIRES

MULCH

NEW RETAINING WALL

DATE:

SCALE:

DRAWN BY:

LA PROJECT NO.

DRAWING NO.:

SEAL: NORTH:

PROJECT:

DRAWING TITLE:

NO. DATE DESCRIPTION

OTTAWA, ON765 Montreal Rd

Shepherds of Good Hope

18695-1

A.K

As Shown

2018/02/08

L-01

1 2018/03/29 ISSUED FOR COORDINATION

TREE PRESERVATION, PROTECTION & REMOVAL NOTES

1. All existing trees to remain shall be protected fromdamage during construction by maintaining a protectionfence at the critical root zone of the tree or group of trees.

-CRZ: Diameter of trunk in cm multiplied by 10cm

2. Storage of materials and/or equipment is prohibitedwithin the drip line of all existing trees to remain.

3. Contractor must comply with the Migratory BirdsConvention Act (MBCA), 1994 and Regulations.

4. Trees noted for removal must be cut outside of birdnesting season.

5. Bird nesting season: April 1st until August 31st.

GENERAL NOTES

1. All general site information and conditions compiledfrom survey.

2. Do not scale this drawing.3. Report any discrepancies prior to commencing work.

No responsibility is born by the Landscape Architectfor unknown subsurface conditions.

4. Contractor to check and verify all dimensions on siteand report any errors and/or omissions.

5. Reinstate all areas and items damaged as a result ofconstruction activities.

6. Drawing may not be used for construction until signedby Landscape Architect as issued for construction.

7. The accuracy of the position of utilities is notguaranteed.

8. Individual utility co. must be contacted for confirmationof utility existence and location prior to digging.

9. This drawing is an instrument of service and requiresthe permission of the Landscape Architect for use.Copyright is reserved by Lashley+Associatescorporation.

1:100

1 2 3 4 5 m0

GRAPHIC SCALE

KEY MAP, NTS

LANDSCAPE PLAN

TREES TO REMAIN


24 White Ash/ Fraxinus americana 15; 15cm PoorAdjacent privateProperty



57 Manitoba Maple/Acer negundo 10cm GoodAdjacent privateProperty

LEGEND:

L1-12

1:75TREE PROTECTION FENCE

GENERAL PLANT LIST

EVERGREENS

KEY QTY BOTANICAL NAME COMMON NAME SIZE COMMENTSSPACINGO.C.

To 60 Thuja occidentalis Eastern White Cedar 80cm;1GAL. POTTED 500mmPp 3 Picea pungens Blue Spruce 200cm W.B.

DECIDUOUS TREES

As 2 Acer saccharum Sugar Maple 60mm W.B.

Cc 5 Crataegus crusgali 'Inermis' Thornless Hawthorn 250cm, 15GAL W.B.

Co 2 Celtis occidentalis Common Hackberry 70mm W.B.

Gt 2 Gleditsia triacanthos Honey Locust 60mm W.B.

Sr 3 Syringa reticulata Japanese Tree Lilac 45mm W.B.

SHRUBS

Jh 49 Juniperus horizontalis 'Wiltonii' Blue Rug Juniper 40cm, 3GAL. POTTED 1400mm

Cd 7Cotoneaster dammeri 'CoralBeauty'

Coral Beauty Cotoneaster 2GAL. POTTED 1400mm

PERENNIALS

Aa 96 Astilbe arendsii 'Diamant' Diamond Astilbe 1GAL. POTTED 400mm

Ast 58 Astilbe simplicifolia 'Sprite' Dwarf Astilbe 1GAL. POTTED 400mm

Hs 133 Hemerocallis 'stella D'oro' Stella D'oro Daylily 1GAL. POTTED 400mm

GRASSES

Ca 34 Calamagrostis acutiflora 'KarlFoerster'

Feather Reed Grass 1GAL. POTTED 700mm

2 2018/04/19 ISSUED FOR SITE PLAN APPLICATION

EXISTING TREES TO BE REMOVED


1 Russian Olive/Elaeagnus angustifolia 17; 25cm FairDouble stemmed,heavy lean towardstreet

2 Sugar Maple/Acer Saccharum. 41cm Good

3Colorado Blue Sprucee/Picea pungens'Glauca'

21cm Fair

4 Manitoba Maple/Acer negundo 17cm Fair City Property

5 Manitoba Maple/Acer negundo 15cm Fair

6Colorado Blue Spruce/ Picea pungens'Glauca'

25cm Good City Property

7 Scots Pine/ Pinus sylvestris 32cm Fair

8 Red Pine/ Pinus resinosa 24cm Fair



29cm Good



43cm Fair

13 Norway Spruce/Picea abies 32cm Fair City Property


34cm Fair


32cm Fair City Property


27cm Fair


23cm Fair


24cm Fair

19 Manitoba Maple/Acer negundo 11cm PoorPruned for Hydro,City Property

20 Jack Pine/Pinus banksiana 17cm Poor

21 Norway Maple/Acer platanoides 13; 12cm Fair Double Stemmed


34cm Good

23 American Elm/Ulmus americana 14cm Poor

25 Manitoba Maple/ Acer negundo 11; 11cm Fair Double Stemmed

26 Manitoba Maple/ Acer negundo 11cm Good

29 Norway Maple/Acer platanoides 30cm Good


28cm Fair


28cm Good


33 American Elm/Ulmus americana 11cm Fair




26cm Fair

37 Black Willow/Salix nigra 28cm Fair


25cm Good


25cm Fair


23cm Fair


42 Chinese Elm/Ulmus parvifolia 36cm Good


44 Scots Pine/Pinus sylvestris 17cm Fair-Poor

45 Scots Pine/Pinus sylvestris 12cm Poor

46 White Pine/Pinus sylvestris 18cm Fair


48 Scots Pine/Pinus sylvestris 24cm Good


50 Black Willow /Salix nigra 74cm Fair

51 Red Pine/Pinus resinosa 21cm Poor


27cm Fair


25cm Fair


21cm Fair

55 Crab Apple/Malus spp. 11; 14cm GoodDouble Stemmed,City Property

56 Manitoba Maple/Acer negundo 10cm Good City Property

58 Manitoba Maple/Acer negundo 28; 36cm PoorDouble Stemmed,City Property



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3200

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1500

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FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

ADJACENT RESIDENCE

1 : 250


Date

Do not scale drawings

No.

before proceeding with the workCheck and verify all dimensions

Revision/Issue

Project:

Project Number:

Drawing Number:

Drawing Title:

Checked By:

Drawn by:

Date:

Designed By:

Client:

SHEET of

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CSV ARCHITECTS402-1066 SOMERSET STREET WESTOTTAWA, ONK1Y 4T3

SHEPHERDS OF GOOD HOPE765 MONTREAL ROAD

OTTAWA ONTARIO

SITE SERVICING AND SEDIMENT& EROSION CONTROL PLAN

P.G.K.

R.P.K.

P.G.K.

1:150

MAR. 7, 2018

CP-18-0014

C102

1 ISSUED FOR SITE PLAN APPROVAL APR. 19, 2018

LOCATION PLAN

MONTREAL RD.

AVIATION PKWY.

LANG'S RD.

DEN HAAG DR.

CARSONS RD.

PROPOSED SITE

LeBOUTILLIER AVE.

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 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL INFORMATIONSHOWN.

2. THIS PLAN IS NOT A CADASTRAL SURVEY SHOWING LEGAL PROPERTY BOUNDARIES ANDEASEMENTS. THE PROPERTY BOUNDARIES SHOWN HEREON HAVE BEEN DERIVEDINFORMATION SUPPLIED BY (OR SHOWN ON) FARLEY, SMITH & DENIS SURVEYING LTD.SURVEY PLAN #474-16, DATED NOVEMBER 25, 2016 AND CANNOT BE RELIED UPON TO BEACCURATE OR COMPLETE. THE PRECISE LOCATION OF THE CURRENT PROPERTYBOUNDARIES AND EASEMENTS CAN ONLY BE DETERMINED BY AN UP-TO-DATE LAND TITLESSEARCH AND A SUBSEQUENT CADASTRAL SURVEY PERFORMED AND CERTIFIED BY ANONTARIO LAND SURVEYOR.

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

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT.

5. THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION, SIZE, MATERIAL ANDELEVATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. PROTECTAND ASSUME ALL RESPONSIBILITY FOR EXISTING UTILITIES WHETHER OR NOT SHOWN ONTHESE DRAWINGS. IF THERE IS ANY DISCREPANCY THE CONTRACTOR IS TO NOTIFY THEENGINEER 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 ORTOWNSHIP AUTHORITIES.

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

8. TOPSOIL TO BE STRIPPED AND STOCKPILED FOR REHABILITATION. CLEAN FILL TO BE PLACEDIN FILL 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 SAFETYMEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING THE SUPPLY, INSTALLATION,AND REMOVAL OF ALL NECESSARY SIGNAGE, DELINEATORS, MARKERS AND BARRIERS.

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

12. ALL ROADWAY, PARKING LOT, AND GRADING WORKS TO BE UNDERTAKEN IN ACCORDANCEWITH CITY OR TOWNSHIP STANDARDS AND SPECIFICATIONS. THE CONTRACTOR IS TOPROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING.

13. CONTACT THE CITY OR TOWNSHIP FOR INSPECTION OF ROUGH GRADING OF PARKING LOTS,ROADWAYS AND LANDSCAPED AREAS PRIOR TO PLACEMENT OF ASPHALT AND TOPSOIL.ALL DEFICIENCIES NOTED SHALL BE RECTIFIED TO THE CITY OR TOWNSHIP SATISFACTIONPRIOR TO PLACEMENT OF ANY ASPHALT, TOPSOIL, SEED & MULCH AND/OR SOD.

14. ALL DIMENSIONS AND INVERTS MUST BE VERIFIED PRIOR TO CONSTRUCTION, IF THERE ISANY DISCREPANCY THE CONTRACTOR IS TO NOTIFY THE ENGINEER PROMPTLY.

15. ELECTRICAL, GAS, TELEPHONE AND TELEVISION SERVICE LOCATIONS ARE SUBJECT TO THEINDIVIDUAL AGENCY:

ELECTRICAL SERVICE - HYDRO OTTAWA,GAS SERVICE - ENBRIDGE,TELEPHONE SERVICE - BELL CANADA,TELEVISION SERVICE - ROGERS.

17. INSTALLATION TO BE IN ACCORDANCE WITH CURRENT CODES AND STANDARDS OFAPPROVAL AGENCIES HYDRO OTTAWA, BELL AND THE CITY OR TOWNSHIP.

18. ALL PROPOSED CURB SHALL BE CONCRETE BARRIER CURB UNLESS SPECIFIED.

19. ALL EXISTING REDUNDANT PRIVATE APPROACHES FRONTING THIS DEVELOPMENT MUST BEREMOVED TO THE SATISFACTION OF THE CITY OR TOWNSHIP.

20. THIS PLAN MUST BE READ IN CONJUNCTION WITH GEOTECHNICAL REPORT BY McINTOSHPERRY REPORT #CP-17-0480-01, DATED MARCH 2018 AND THE SITE SERVICING REPORT BYMcINTOSH PERRY REPORT #CP-18-0014, DATED APRIL 2018.

SEWER NOTES1. CONSTRUCT ALL SEWERS AND APPURTENANCES TO CITY OR TOWNSHIP STANDARDS (IF

AVAILABLE) OR AS PER OPSD STANDARDS.

2. SEWER TRENCHING AND BEDDING SHALL CONFORM TO OPSD 802.010 AND 802.013UNLESS NOTED OTHERWISE.

3. BEDDING SHALL BE A MINIMUM 150mm OF GRANULAR "A", COMPACTED TO MINIMUM95% STANDARD PROCTOR DRY DENSITY. CLEAR STONE BEDDING SHALL NOT BEPERMITTED.

4. SUB-BEDDING, IF REQUIRED SHALL BE AS PER THE DIRECTION OF A GEOTECHNICALENGINEER.

5. BACKFILL TO AT LEAST 300mm ABOVE TOP OF PIPE WITH GRANULAR "A" OR SAND.

6. TO MINIMIZE DIFFERENTIAL FROST HEAVING, TRENCH BACKFILL (FROM PAVEMENTSUBGRADE TO 2.0m BELOW FINISHED GRADE) SHALL MATCH EXISTING SOIL CONDITIONS.

7. SEWERS AND CONNECTIONS 150mm DIAMETER AND SMALLER TO BE PVC SDR 28 ORAPPROVED EQUIVALENT. SEWERS AND CONNECTIONS 200mm DIAMETER AND LARGER TOBE PVC SDR 35 OR APPROVED EQUIVALENT.

8. INSULATE ALL SEWERS AND/OR SERVICES THAT HAVE LESS THAN 1.5m OF COVER WITHTHERMAL INSULATION AS PER OPSD 1109.030.

9. SUPPLY AND INSTALL ALL PIPING AND APPURTENANCES AS SHOWN AND DETAILED TOWITHIN 1.0m OF BUILDING. ALL ENDS OF SERVICES TO BE PROPERLY CAPPED AND LOCATEDWITH 2"x4"x8' LONG MARKER.

10. CONTRACTOR TO TELEVISE (CCTV) ALL PROPOSED SEWERS ONSITE, OUTLET CONNECTIONTO THE MAIN AND PIPES 150mmØ OR GREATER PRIOR TO BASE COURSE ASPHALT. UPONCOMPLETION OF CONTRACT, THE CONTRACTOR IS RESPONSIBLE TO FLUSH AND CLEAN ALLSEWERS & APPURTENANCES.

11. DYE TESTING IS TO BE COMPLETED ON SANITARY SERVICE TO CONFIRM PROPERCONNECTION TO THE SANITARY SEWER MAIN.

12. ALL CATCHBASIN AND CATHCBASIN MANHOLE LEADS ARE TO BE MINIMUM 200mmØ WITHMINIMUM 1.0% SLOPE UNLESS OTHERWISE NOTED.

13. ALL CATCHBASINS EXCLUDING LANDSCAPE CATCHBASINS ARE TO HAVE 150 mmØPERFORATED PIPE FOR 3.0m ON ALL AVAILABLE SIDES AS PER CITY OF OTTAWA STANDARDDRAWING 'R1'.

WATERMAIN NOTES1. CONSTRUCT ALL WATERMAINS AND APPURTENANCES IN ACCORDANCE WITH OPSD

STANDARDS AND SPECIFICATIONS, AS WELL AS CITY OR TOWNSHIP STANDARDS.

2. INDUSTRIAL/COMMERCIAL SERVICE CONNECTIONS TO BE 50mm COPPER PIPING AND SHALLCONFORM TO ASTM B88 TYPE 'K' SOFT.

3. WATERMAINS AND/OR WATER SERVICES ARE TO HAVE A MINIMUM COVER OF 2.4m.OTHERWISE THERMAL INSULATION IS REQUIRED AS PER CITY OR TOWNSHIP STANDARDS (IFAVAILABLE) OR OPSD 1109.030.

4. IF THE WATERMAIN MUST BE DEFLECTED TO MEET ALIGNMENT, ENSURE THAT THEAMOUNT OF DEFLECTION USED IS EQUAL TO OR LESS THAN THAT WHICH IS RECOMMENDEDBY THE MANUFACTURER.

5. USE APPROVED SADDLE CONNECTION WITH MAIN (CORPORATION) STOP AS PER CITY OFOTTAWA STANDARD DRAWING 'W26'.

6. CONNECTION TO EXISTING BY CITY OR TOWNSHIP FORCES. EXCAVATION, BACKFILLING ANDREINSTATEMENT IS TO BE COMPLETED BY THE CONTRACTOR.

7. THERMAL INSULATION OF WATERMAINS AT OPEN STRUCTURES AS PER CITY OR TOWNSHIPSTANDARDS (IF AVAILABLE) OR OPSD 1109.030.

8. THERMAL INSULATION OF WATERMAINS UNDER ROAD SIDE DITCHES AS PER CITY OFOTTAWA STANDARD DRAWING 'W21'.

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 GRATEOR COVER) TO BE IMPLEMENTED DURING CONSTRUCTION ON ALL PROPOSED ROADCATCHBASINS, REARYARD CATCHBASINS AND CATCHBASIN MANHOLES AND OTHERSEDIMENT TRAPS. NO RECYCLED GEOSOCK MATERIAL SHALL BE PERMITTED FOR USE ONSITE.

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 OPSS1860, TABLE 3.

4. EXCEPT AS PROVIDED IN PARAGRAPHS 4.1., and 4.2. BELOW, STABILIZATION MEASURESSHALL BE 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 SITEBY THE 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 THECONTROL MEASURE. SEDIMENT SHALL BE REMOVED TO THE LEVEL OF THE GRADE EXISTINGAT THE TIME THE CONTROL MEASURE WAS CONSTRUCTED AND BE ACCORDING TO THEFOLLOWING:

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.THE USE OF WATER, CALCIUM CHLORIDE FLAKES/SOLUTION OR MAGNESIUM CHLORIDEFLAKES/SOLUTION SHALL BE USED AS DUST SUPPRESSANTS AS PER OPSS 506. THIS IS TOLIMIT WIND EROSION OF SOILS WHICH MAY TRANSPORT SEDIMENTS OFFSITE, WHERE THEYMAY BE WASHED INTO THE RECEIVING WATER BY THE NEXT RAINSTORM.

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



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

12. IF REQUIRED, DEWATERING/SETTLING BASINS SHALL BE CONSTRUCTED AS PER OPSD219.240 AND LOCATED ON FLAT GRADE UPSTREAM OF OTHER EXISTING MITIGATIONMEASURES. WATERCOURSES SHALL NOT BE DIVERTED, OR BLOCKED, AND TEMPORARYWATERCOURSES CROSSINGS SHALL NOT BE CONSTRUCTED OR UTILIZED, UNLESSOTHERWISE SPECIFIED IN THE CONTRACT. IF CLOSURE OF ANY PERMANENT WATERPASSAGE IS NECESSARY, THE CONTRACTOR SHALL RELEASE ANY STRANDED FISH TO THEOPEN PORTION OF THE WATERCOURSE 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(OR APPROVED EQUIVALENT) AND SHALL BE CLEANED AND REPLACED AS REQUIRED.

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SHEPHERDS OF GOOD HOPESITE SERVICING / EROSION PLAN

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CSV ARCHITECTS402-1066 SOMERSET STREET WESTOTTAWA, ONK1Y 4T3

SHEPHERDS OF GOOD HOPE765 MONTREAL ROAD

OTTAWA ONTARIO

SITE SERVICING AND SEDIMENT& EROSION CONTROL PLAN

P.G.K.

R.P.K.

P.G.K.

1:150

MAR. 7, 2018

CP-18-0014

C102

1 ISSUED FOR SITE PLAN APPROVAL APR. 19, 2018

LOCATION PLAN

MONTREAL RD.

AVIATION PKWY.

LANG'S RD.

DEN HAAG DR.

CARSONS RD.PROPOSED SITE

LeBOUTILLIER AVE.

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 BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL INFORMATIONSHOWN.

2. THIS PLAN IS NOT A CADASTRAL SURVEY SHOWING LEGAL PROPERTY BOUNDARIES ANDEASEMENTS. THE PROPERTY BOUNDARIES SHOWN HEREON HAVE BEEN DERIVEDINFORMATION SUPPLIED BY (OR SHOWN ON) FARLEY, SMITH & DENIS SURVEYING LTD.SURVEY PLAN #474-16, DATED NOVEMBER 25, 2016 AND CANNOT BE RELIED UPON TO BEACCURATE OR COMPLETE. THE PRECISE LOCATION OF THE CURRENT PROPERTYBOUNDARIES AND EASEMENTS CAN ONLY BE DETERMINED BY AN UP-TO-DATE LAND TITLESSEARCH AND A SUBSEQUENT CADASTRAL SURVEY PERFORMED AND CERTIFIED BY ANONTARIO LAND SURVEYOR.

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

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT.

5. THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION, SIZE, MATERIAL ANDELEVATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. PROTECTAND ASSUME ALL RESPONSIBILITY FOR EXISTING UTILITIES WHETHER OR NOT SHOWN ONTHESE DRAWINGS. IF THERE IS ANY DISCREPANCY THE CONTRACTOR IS TO NOTIFY THEENGINEER 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 ORTOWNSHIP AUTHORITIES.

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



10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SAFETYMEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING THE SUPPLY, INSTALLATION,AND REMOVAL OF ALL NECESSARY SIGNAGE, DELINEATORS, MARKERS AND BARRIERS.

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

12. ALL ROADWAY, PARKING LOT, AND GRADING WORKS TO BE UNDERTAKEN IN ACCORDANCEWITH CITY OR TOWNSHIP STANDARDS AND SPECIFICATIONS. THE CONTRACTOR IS TOPROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING.

13. CONTACT THE CITY OR TOWNSHIP FOR INSPECTION OF ROUGH GRADING OF PARKING LOTS,ROADWAYS AND LANDSCAPED AREAS PRIOR TO PLACEMENT OF ASPHALT AND TOPSOIL.ALL DEFICIENCIES NOTED SHALL BE RECTIFIED TO THE CITY OR TOWNSHIP SATISFACTIONPRIOR TO PLACEMENT OF ANY ASPHALT, TOPSOIL, SEED & MULCH AND/OR SOD.

14. ALL DIMENSIONS AND INVERTS MUST BE VERIFIED PRIOR TO CONSTRUCTION, IF THERE ISANY DISCREPANCY THE CONTRACTOR IS TO NOTIFY THE ENGINEER PROMPTLY.

15. ELECTRICAL, GAS, TELEPHONE AND TELEVISION SERVICE LOCATIONS ARE SUBJECT TO THEINDIVIDUAL AGENCY:

ELECTRICAL SERVICE - HYDRO OTTAWA,GAS SERVICE - ENBRIDGE,TELEPHONE SERVICE - BELL CANADA,TELEVISION SERVICE - ROGERS.

17. INSTALLATION TO BE IN ACCORDANCE WITH CURRENT CODES AND STANDARDS OFAPPROVAL AGENCIES HYDRO OTTAWA, BELL AND THE CITY OR TOWNSHIP.

18. ALL PROPOSED CURB SHALL BE CONCRETE BARRIER CURB UNLESS SPECIFIED.

19. ALL EXISTING REDUNDANT PRIVATE APPROACHES FRONTING THIS DEVELOPMENT MUST BEREMOVED TO THE SATISFACTION OF THE CITY OR TOWNSHIP.

20. THIS PLAN MUST BE READ IN CONJUNCTION WITH GEOTECHNICAL REPORT BY McINTOSHPERRY REPORT #CP-17-0480-01, DATED MARCH 2018 AND THE SITE SERVICING REPORT BYMcINTOSH PERRY REPORT #CP-18-0014, DATED APRIL 2018.

SEWER NOTES1. CONSTRUCT ALL SEWERS AND APPURTENANCES TO CITY OR TOWNSHIP STANDARDS (IF

AVAILABLE) OR AS PER OPSD STANDARDS.

2. SEWER TRENCHING AND BEDDING SHALL CONFORM TO OPSD 802.010 AND 802.013UNLESS NOTED OTHERWISE.

3. BEDDING SHALL BE A MINIMUM 150mm OF GRANULAR "A", COMPACTED TO MINIMUM95% STANDARD PROCTOR DRY DENSITY. CLEAR STONE BEDDING SHALL NOT BEPERMITTED.

4. SUB-BEDDING, IF REQUIRED SHALL BE AS PER THE DIRECTION OF A GEOTECHNICALENGINEER.

5. BACKFILL TO AT LEAST 300mm ABOVE TOP OF PIPE WITH GRANULAR "A" OR SAND.

6. TO MINIMIZE DIFFERENTIAL FROST HEAVING, TRENCH BACKFILL (FROM PAVEMENTSUBGRADE TO 2.0m BELOW FINISHED GRADE) SHALL MATCH EXISTING SOIL CONDITIONS.

7. SEWERS AND CONNECTIONS 150mm DIAMETER AND SMALLER TO BE PVC SDR 28 ORAPPROVED EQUIVALENT. SEWERS AND CONNECTIONS 200mm DIAMETER AND LARGER TOBE PVC SDR 35 OR APPROVED EQUIVALENT.

8. INSULATE ALL SEWERS AND/OR SERVICES THAT HAVE LESS THAN 1.5m OF COVER WITHTHERMAL INSULATION AS PER OPSD 1109.030.

9. SUPPLY AND INSTALL ALL PIPING AND APPURTENANCES AS SHOWN AND DETAILED TOWITHIN 1.0m OF BUILDING. ALL ENDS OF SERVICES TO BE PROPERLY CAPPED AND LOCATEDWITH 2"x4"x8' LONG MARKER.

10. CONTRACTOR TO TELEVISE (CCTV) ALL PROPOSED SEWERS ONSITE, OUTLET CONNECTIONTO THE MAIN AND PIPES 150mmØ OR GREATER PRIOR TO BASE COURSE ASPHALT. UPONCOMPLETION OF CONTRACT, THE CONTRACTOR IS RESPONSIBLE TO FLUSH AND CLEAN ALLSEWERS & APPURTENANCES.

11. DYE TESTING IS TO BE COMPLETED ON SANITARY SERVICE TO CONFIRM PROPERCONNECTION TO THE SANITARY SEWER MAIN.

12. ALL CATCHBASIN AND CATHCBASIN MANHOLE LEADS ARE TO BE MINIMUM 200mmØ WITHMINIMUM 1.0% SLOPE UNLESS OTHERWISE NOTED.

13. ALL CATCHBASINS EXCLUDING LANDSCAPE CATCHBASINS ARE TO HAVE 150 mmØPERFORATED PIPE FOR 3.0m ON ALL AVAILABLE SIDES AS PER CITY OF OTTAWA STANDARDDRAWING 'R1'.

WATERMAIN NOTES1. CONSTRUCT ALL WATERMAINS AND APPURTENANCES IN ACCORDANCE WITH OPSD

STANDARDS AND SPECIFICATIONS, AS WELL AS CITY OR TOWNSHIP STANDARDS.

2. INDUSTRIAL/COMMERCIAL SERVICE CONNECTIONS TO BE 50mm COPPER PIPING AND SHALLCONFORM TO ASTM B88 TYPE 'K' SOFT.

3. WATERMAINS AND/OR WATER SERVICES ARE TO HAVE A MINIMUM COVER OF 2.4m.OTHERWISE THERMAL INSULATION IS REQUIRED AS PER CITY OR TOWNSHIP STANDARDS (IFAVAILABLE) OR OPSD 1109.030.

4. IF THE WATERMAIN MUST BE DEFLECTED TO MEET ALIGNMENT, ENSURE THAT THEAMOUNT OF DEFLECTION USED IS EQUAL TO OR LESS THAN THAT WHICH IS RECOMMENDEDBY THE MANUFACTURER.

5. USE APPROVED SADDLE CONNECTION WITH MAIN (CORPORATION) STOP AS PER CITY OFOTTAWA STANDARD DRAWING 'W26'.

6. CONNECTION TO EXISTING BY CITY OR TOWNSHIP FORCES. EXCAVATION, BACKFILLING ANDREINSTATEMENT IS TO BE COMPLETED BY THE CONTRACTOR.

7. THERMAL INSULATION OF WATERMAINS AT OPEN STRUCTURES AS PER CITY OR TOWNSHIPSTANDARDS (IF AVAILABLE) OR OPSD 1109.030.

8. THERMAL INSULATION OF WATERMAINS UNDER ROAD SIDE DITCHES AS PER CITY OFOTTAWA STANDARD DRAWING 'W21'.

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 GRATEOR COVER) TO BE IMPLEMENTED DURING CONSTRUCTION ON ALL PROPOSED ROADCATCHBASINS, REARYARD CATCHBASINS AND CATCHBASIN MANHOLES AND OTHERSEDIMENT TRAPS. NO RECYCLED GEOSOCK MATERIAL SHALL BE PERMITTED FOR USE ONSITE.

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 OPSS1860, TABLE 3.

4. EXCEPT AS PROVIDED IN PARAGRAPHS 4.1., and 4.2. BELOW, STABILIZATION MEASURESSHALL BE 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 SITEBY THE 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 THECONTROL MEASURE. SEDIMENT SHALL BE REMOVED TO THE LEVEL OF THE GRADE EXISTINGAT THE TIME THE CONTROL MEASURE WAS CONSTRUCTED AND BE ACCORDING TO THEFOLLOWING:

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.THE USE OF WATER, CALCIUM CHLORIDE FLAKES/SOLUTION OR MAGNESIUM CHLORIDEFLAKES/SOLUTION SHALL BE USED AS DUST SUPPRESSANTS AS PER OPSS 506. THIS IS TOLIMIT WIND EROSION OF SOILS WHICH MAY TRANSPORT SEDIMENTS OFFSITE, WHERE THEYMAY BE WASHED INTO THE RECEIVING WATER BY THE NEXT RAINSTORM.

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



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

12. IF REQUIRED, DEWATERING/SETTLING BASINS SHALL BE CONSTRUCTED AS PER OPSD219.240 AND LOCATED ON FLAT GRADE UPSTREAM OF OTHER EXISTING MITIGATIONMEASURES. WATERCOURSES SHALL NOT BE DIVERTED, OR BLOCKED, AND TEMPORARYWATERCOURSES CROSSINGS SHALL NOT BE CONSTRUCTED OR UTILIZED, UNLESSOTHERWISE SPECIFIED IN THE CONTRACT. IF CLOSURE OF ANY PERMANENT WATERPASSAGE IS NECESSARY, THE CONTRACTOR SHALL RELEASE ANY STRANDED FISH TO THEOPEN PORTION OF THE WATERCOURSE 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(OR APPROVED EQUIVALENT) AND SHALL BE CLEANED AND REPLACED AS REQUIRED.

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125OFFICE

126OFFICE

104KITCHEN

108

SHIPPING &STORAGE

109MECHANICAL

114

GAMESROOM

113OFFICE

112

MICROWINERY

111

MEETINGROOM

103STAFF W/C

ELEV.

LULA102

CORR.

STAIR A

STAIR B119

LAUNDRY

122TUB ROOM

317STORAGE 123

UNIVERSALW/C

318

NURSINGOFFICE

319

MED.OBSERVROOM

320

COMPUTERLAB

321

ELEVATORMACHINE RM

322TV ROOM

124HUB

FREEZER

COOLERSTORAGE

327VESTIBULE

328DINING

329STORAGE

2683 6038 4850 4850 4850 4850 4850 4881

A

8016

1650

8013

1800

456

62

29270 8956

382262683 2299 4850 4850 4850 4850 4850 5939 2681

SCALE - 1:100GROUND FLOOR

A3012

A301

1

A302

1

A302 2

1

1

B

C

E

2

238100

201STUDIO

202STUDIO

203STUDIO

204STUDIO

205STUDIO

206STUDIO

207STUDIO

214STUDIO

213STUDIO

212STUDIO

211STUDIO

210STUDIO

209STUDIO

208STUDIO

D

2683 6038 4850 4850 4850 4850 4850 4881

8016

1650

8013

1785

0

200CORRIDOR

STAIR B

STAIR A

3

4

5

6

7

8

9

10

11

12

13

14

15

16

16

LULA

2683 2299 4850 4850 4850 4850 4850 5939 2681

ELEV.


CLIENT


PROJECT

DRAWING NO. REV

TITLE

SCALEFIRST ISSUE:


STAMP

REV DATE ISSUE





1 : 100

1A200

GROUND & SECONDFLOOR PLANS

2017-0780


06/02/18

JSJW


TRUEPR

OJE C

T

1 : 100A200GROUND FLOOR PLAN1

1 : 100A200SECOND FLOOR PLAN2

1 2018/04/03 Issued for Planning Review

SHEPHERDS OF GOOD HOPEGROUND FLOOR PLAN



3200

3200

3200

4000

1360

0

1500

ROOF

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

ADJACENT RESIDENCE

1 : 250


UP

UP

UP

A3012

A301

1

A302

1

A302 2

1

1

B

C

E

2

2

D

3

4

5

6

7

8

9

10

11

12

13

14

15

16

16

125OFFICE

126OFFICE

104KITCHEN

108

SHIPPING &STORAGE

109MECHANICAL

114

GAMESROOM

113OFFICE

112

MICROWINERY

111

MEETINGROOM

103STAFF W/C

ELEV.

LULA102

CORR.

STAIR A

STAIR B119

LAUNDRY

122TUB ROOM

317STORAGE 123

UNIVERSALW/C

318

NURSINGOFFICE

319

MED.OBSERVROOM

320

COMPUTERLAB

321

ELEVATORMACHINE RM

322TV ROOM

124HUB

FREEZER

COOLERSTORAGE

327VESTIBULE

328DINING

329STORAGE

2683 6038 4850 4850 4850 4850 4850 4881

A

8016

1650

8013

1800

456

62

29270 8956

382262683 2299 4850 4850 4850 4850 4850 5939 2681

SCALE - 1:100GROUND FLOOR

A3012

A301

1

A302

1

A302 2

1

1

B

C

E

2

238100

201STUDIO

202STUDIO

203STUDIO

204STUDIO

205STUDIO

206STUDIO

207STUDIO

214STUDIO

213STUDIO

212STUDIO

211STUDIO

210STUDIO

209STUDIO

208STUDIO

D

2683 6038 4850 4850 4850 4850 4850 4881

8016

1650

8013

1785

0

200CORRIDOR

STAIR B

STAIR A

3

4

5

6

7

8

9

10

11

12

13

14

15

16

16

LULA

2683 2299 4850 4850 4850 4850 4850 5939 2681

ELEV.


CLIENT


PROJECT

DRAWING NO. REV

TITLE

SCALEFIRST ISSUE:


STAMP

REV DATE ISSUE





1 : 100

1A200

GROUND & SECONDFLOOR PLANS

2017-0780


06/02/18

JSJW


TRUEPR

OJE C

T

1 : 100A200GROUND FLOOR PLAN1

1 : 100A200SECOND FLOOR PLAN2

1 2018/04/03 Issued for Planning Review

SHEPHERDS OF GOOD HOPESECOND FLOOR PLAN



3200

3200

3200

4000

1360

0

1500

ROOF

FOURTH FLOOR

THIRD FLOOR

SECOND FLOOR

GROUND FLOOR

ADJACENT RESIDENCE

1 : 250


UPDN

A3012

A301

1

A302

1

A302 2

1

1

B

C

E

2

2

301STUDIO

302STUDIO

303STUDIO

304STUDIO

305STUDIO

306STUDIO

307STUDIO

316STUDIO

315STUDIO

314STUDIO

313STUDIO

312STUDIO

311STUDIO

310STUDIO

308JAN.

38100

1785

0

D

8016

1650

8013

2683 6038 4850 4850 4850 4850 4850 4881

STAIR B

STAIR A

ELEV.

309ELEC.

300CORRIDOR

3

4

5

6

7

8

9

10

11

12

13

14

15

16

16

2683 2299 4850 4850 4850 4850 4850 5939 2681


CLIENT


PROJECT

DRAWING NO. REV

TITLE

SCALEFIRST ISSUE:


STAMP

REV DATE ISSUE





1 : 100

A201

THIRD & FOURTHFLOOR TYPICAL PLAN

2017-0780


12/06/16

JSJW


TRUEPR

OJE C

T

1 : 100A201THIRD AND FOURTH FLOOR PLAN (TYPICAL)1

SHEPHERDS OF GOOD HOPETHIRD FLOOR PLAN

Documents

Urban Design Review Panel Submission Presentation