c2 c o u n t r y s t r e e t - argueconstruction.ca€¦ · c o u n t r y s t r e e t balcony...

C O U N T R Y S T R E E T

BALCONY

EXISTING

CONCRETE

ELECTRICAL

PAD

BALCONY

EXTG.

GRASS

GRASS

GRASS

PAVERSPAVERS

SNOW

STORAGE

AREA

EXISTING MILLS SUPPORTIVE

HOUSING

18 SENIOR'S APARTMENTS

3 STOREY BRICK

BALCONY

SID

EW

ALK

GRASS

EXISTING MILLS SUPPORTIVE

HOUSING

5 STOREY BRICK

PROPOSED

1 STOREY SOLARIUM

LINK BUILDING

BUILDING AREA : 86 SM [922 SF]

6.0m

E

XT

ER

IO

R S

ID

E Y

AR

D S

ET

BA

CK

1 BDRM

(50.4 SM /

542 SF)

1 BDRM

(50.7 SM /

546 SF)

1 BDRM

(38.2 SM /

411 SF)

1 BDRM

(50.4 SM /

542 SF)

1 BDRM

(50.7 SM /

546 SF)

1 BDRM

(53.2 SM /

573 SF)

BALCONYBALCONYBALCONY BALCONY

BA

LC

ON

Y

BA

LC

ON

Y

D

R

O

P

O

F

F

A

R

E

A

FUTURE PROPOSED

2 STOREY 12 UNIT

APARTMENT BUILDING

ADDITION

BUILDING AREA : 401 SM [4,316 SF]

FIRE ACCESS LANE

4.5 m REAR YARD SETBACK

5.0 m FRONT YARD SETBACK

0.0m

IN

TE

RIO

R S

ID

E Y

AR

D S

ET

BA

CK

CROSSWALK

DC

EXISTING

GRASS

AREA

SNOW STORAGE AREAEXISTING ASPHALT WALKWAY

FIR

E A

CC

ES

S LA

NE

F

I

R

E

A

C

C

E

S

S

L

A

N

E

D

C

LINE OF EXISTING

CANOPY TO BE

REMOVED

ALL EXISTING TREES TO

REMAIN UNDISTURBED

EXTG

TREE

EXISTING

MUNICIPAL

SIDEWALK

EXISTING

ASPHALT

WALKWAY

EXISTING

ASPHALT

WALKWAY

EXTG

TREE

EXTG

TREE

EXTG

TREE

ALL EXISTING

TREES WITHIN

6.0M SETBACK

TO REMAIN

UNDISTURBED

CONCRETE

STEPS DOWN

TO EGRESS

DOOR

FH

PlanterPlanter

LP

C/L DitchC/L Ditch

Drive

Way

Drive

Way

Drive

Way

Drive

Way

CB

1

2

6

.

2

5

wv

wv

5-YR. PONDING LIMIT

MAX. ELEVATION 129.31

1

2

9

.

6

0

1

2

9

.

0

0

03

EX. CBMH-1

1

2

9

.

4

5

EX. SMH-1

100-YR. PONDING LIMIT

MAX. ELEVATION 129.39

1

2

6

.

8

2

1

2

7

.

2

2

wv

5.0%

0

.

8

%

1

.

1

%

1

.

0

%

1

2

9

.

4

0

04

1

2

9

.4

0

1

2

9

.

3

0

1

2

9

.3

0

1

2

9

.3

5

wv

09

09

1

2

9

.

5

5

RE

GR

AD

E D

IT

CH

>

>>

2.1%

RE

GR

AD

E D

IT

CH

>

>>

3.0%

REGRADE DITCH >>> 0.9%

1

2

7

.

6

5

1

2

7

.

1

5

1

2

7

.

6

0

1

2

7

.9

0

1

2

9

.

5

0

1

2

8

.

0

9

1

2

8

.

3

2

1

2

7

.

9

7

1

2

8

.

4

0

1

2

9

.

2

0

1

2

8

.

2

0

1

2

7

.

6

0

1

2

8

.

0

0

1

2

5

.

3

0

1

2

9

.

5

0

1

2

9

.

0

6

1

2

9

.

2

0

SMH-3

09

CBMH-3

02

02

02

1

.

1

%

1

.

1

%

0

.

7

%

1

.

3

%

1

2

9

.

3

5

10

05

06

06

05

1

2

7

.

3

8

1

2

5

.

2

0

L

S

C

B

C

B

A

N

B

P

1

2

9

.

4

5

1

2

9

.2

5

1

2

9

.

3

5

1

2

9

.

4

5

1

2

9

.

5

0

1

2

9

.

5

0

129.45

0.9%

1

.

2

%

1

.

2

%

1

2

9

.

2

0

5.0%

01

01

01

T/G: 129.20

05

08

08

1

2

9

.

4

5

1

2

9

.

3

0

CBMH-4

T/G: 129.20

1

2

9

.4

0

129.5

0

129.3

5

T/G: 129.30

1

2

9

.

6

0

1

2

9

.

4

5

1

2

9

.

3

5

1

2

9

.

4

0

1

2

9

.

4

5

1

2

9

.

4

0

1

2

9

.

5

5

0

.

8

%

1

2

9

.

2

0

1

2

9

.

5

8

FFE: 129.60

128.7

5

1

2

9

.

4

01

2

9

.

2

5

1

2

8

.

8

0

1

2

9

.

3

0

REGRADE DITCH >>> 0.5%

1

2

9

.

4

5

T/G: 129.42

T/G: 129.30

1

.

3

%

1

2

8

.

7

0

1

2

8

.

6

5

1

2

9

.

1

5

1

2

8

.

6

0

PAVEMENT STRUCTURE FOR

LIGHT DUTY TRAFFIC

SCALE: 1 : 25

2

C3

50mm HL-3 ASPHALTIC CONCRETE

150mm OPSS GRANULAR "A" BASE

(CRUSHED LIMESTONE)

300mm OPSS GRANULAR "B"

TYPE 2 SUB-BASE

15

0

T/O PAVEMENT

50

30

0

40

EDGE OF ROAD ASPHALT

PROPOSED ENTRANCE

CONSTRUCTION

SAWCUT EXISTING ASPHALT

FULL DEPTH (100mm APPROX.)

SAWCUT 40mm DEPTH

500mm MILLING (40mm DEEP)

OR AS SHOWN

T/O EXISTING ASPHALT

TAPER AT 10:1

540m

m

NOTES:

1. TACK COAT ALL MILLED SURFACES.

2. SAWCUT BUTT JOINT WHERE ONE LIFT OF

EXISTING ASPHALT IS PRESENT.

EXISTING GRANULARS

KEY JOINT DETAIL

SCALE: N.T.S.

4

C1

1

1

3

3

1.5m

0.3-0.9m

TYPICAL 3:1 DITCH

SCALE: N.T.S.

4

C2

PAVEMENT STRUCTURE FOR

HEAVY DUTY TRAFFIC

SCALE: 1 : 25

2

C3



150mm OPSS GRANULAR "A" BASE

(CRUSHED LIMESTONE)

450mm OPSS GRANULAR "B"

TYPE 2 SUB-BASE

15

0

T/O PAVEMENT

50

45

0

40

N

Scale: NOTED

Job No.: 17-5109A

Date: DEC 2017

DWG NO.

C2

Drawn By: Checked By:

SM

It is the responsibility of the appropriate Contractor

to verify all dimensions on site and report all errors

and/or omissions to the Architect.

All Contractors must comply with pertinent codes &

by-laws.

Do not scale drawings. This drawing may not be

used for construction until signed. Architect's

copyright reserved.

RT

1

Drawing Title:

PHASE 3 - Site Grading and Drainage Plan

Project Title:

Mills Supportive Housing - Phase 3

375 Country Street

Almonte ON K0A 1A0

Mills Community

67 Industrial Drive, Almonte, ON

613-256-1031

Support Corporation

Client:

Consultants:

Structural Engineering

Cleland Jardine Engineering Ltd.

Suite 200 - 580 Terry Fox Drive

Kanata ON K2L 4B9 613-591-1533

Civil Engineering

Jp2g Consultants Inc.

Suite 410 - 1150 Morrison Drive

Ottawa ON K2H 8S9 613-828-7800

Peter Mansfield , Architect

122 Bridge Street, Almonte, ON

B. Tech., M. Arch., O.A.A.

613-256-5213

Architect:

2

EROSION CONTROL

01 PROTECT ALL NEW PIPING IN ACCORDANCE WITH MOST

RECENT BUILDING CODE (ONTARIO BUILDING CODE 7.3.5).

01 THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT

PRACTICES TO PROVIDE FOR PROTECTION OF THE AREA

DURING CONSTRUCTION ACTIVITIES. THIS INCLUDES LIMITING

THE AMOUNT OF EXPOSED SOIL, USING FILTER CLOTH UNDER

THE GRATES OF CATCHBASINS AND MANHOLES AND

INSTALLING SILT FENCES AND OTHER EFFECTIVE SEDIMENT

TRAPS.

02 ALL STORM MANHOLES TO HAVE 600mm SUMP.

PROTECTION OF PIPING

3

4

5

6

7

8

9

10

MH

MAINTENANCE HOLE

PROPERTY LINE

EXISTING SANITARY LINE

EXISTING STORM LINE

NEW STORM LINE

NEW WATERMAIN

NEW WATER VALVE BOX

NEW CATCHBASIN MANHOLE

NEW CATCHBASIN

NEW SANITARY MANHOLE

PROPOSED ELEVATION

CBMH

CB

SMH

wv

71.11

EXISTING ELEVATION

LIMITS OF STORMWATER

EXISTING OVERHEAD

SILT FENCE (OPSD 219.110)

LEGEND

HYDRO LINE

DRAINAGE AREA

PROPOSED SURFACE DRAINAGE

1

.

0

%

EXISTING UNDERGROUND

DUCT FOR TELEPHONE LINE

9

7

.

9

6

EXISTING WATERMAIN

EXISTING SURFACE DRAINAGE

NEW SANITARY LINE

NEW 6" CONCRETE CURB

DRAWING NOTES

EMERGENCY MAJOR

OVERLAND DRAINAGE

TERMINATE ALL CURBS MINIMUM 2.0m FROM ROADSIDE.

REFER TO OPSD 608.010 FOR CURB TERMINATION DETAIL.

SHEET DRAIN AT MAX. 4:1 SLOPE. COVER TO BE TOPSOIL

AND SEED.

CONNECT NEW DITCH TO EXISTING DITCH.

INSTALL SAW CUT JOINT AND MATCH EXISTING GRADE AS

PER DETAIL 1/C2.

NEW LIGHT DUTY ASPHALT AS PER DETAIL 2/C2.

NEW HEAVY DUTY ASPHALT AS PER DETAIL 3/C2.

NOT USED.

INSTALL NEW SWALE AS PER DETAIL 4/C2.

INSTALL RIP-RAP TREATMENT AS PER OPSD 810.010.

REMOVE EXISTING RIP RAP AND DISPOSE OFF-SITE.

06

01

02

03

04

05

07

08

09

12 INTERNATIONAL DRIVE, PEMBROKE, ON

Phone: (613)735-2507, Fax:(613)735-4513

1150 MORRISON DRIVE, SUITE 410, OTTAWA, ON

Phone: (613)828-7800, Fax: (613)828-2600

REF# 17-5109A

Jp2g Consultants Inc.

ENGINEERS ▪ PLANNERS ▪ PROJECT MANAGERS

(OPSD 600.110)

SITE PLAN CONTROLDEC-14-2017

SITE SERVICING PLAN

SCALE: 1:250

FEB. 20 2018

REMOTE WATER METER

M

WATER METER

W

10

01 A GEOTECHNICAL ENGINEER LICENSED IN THE PROVINCE OF

ONTARIO SHALL INSPECT ALL SUBGRADE SURFACES FOR

FOOTING AND PAVEMENT STRUCTURES PRIOR TO

CONSTRUCTION.

GEOTECHNICAL NOTES

01 DESIGN AND CONSTRUCTION IS TO BE IN ACCORDANCE WITH

MOST RECENT ONTARIO BUILDING CODE.

02 THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND

VERIFYING ALL DIMENSIONS WITH RESPECT TO SITE

CONDITIONS AND ALL MATERIALS TO THE PROJECT. ANY

DISCREPANCY SHALL BE REPORTED TO THE ENGINEER.

03 THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL

MATERIAL RELEVANT TO THE PROJECT.

04 ADDITIONAL DRAWINGS MAY BE ISSUED FOR CLARIFICATION TO

ASSIST PROPER EXECUTION OF WORK. SUCH DRAWINGS WILL

HAVE THE SAME MEANING AND INTENT AS IF THEY WERE

INCLUDED WITH THE CONTRACT DOCUMENTS.

05 DO NOT SCALE DRAWINGS.

06 CONTRACTOR MUST COMPLY WITH LOCAL BY-LAWS, CANADIAN

CONSTRUCTION SAFETY CODE AND ALL REGULATIONS SET BY

AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT OR

DISCREPANCY, THE MORE STRINGENT REQUIREMENTS SHALL

APPLY.

07 CONTRACTOR RESPONSIBLE FOR OBTAINING ALL REQUIRED

UTILITY LOCATES, INSPECTIONS, PERMITS, AND APPROVALS,

INCLUDING ALL ASSOCIATED COSTS. LOCATION OF EXISTING

UTILITIES ARE APPROXIMATE ONLY AND BASED ON BEST

AVAILABLE INFORMATION.

GENERAL NOTES

EXISTING WATERMAIN

NEW LIGHT DUTY ASPHALT

NEW HEAVY DUTY ASPHALT

SITE PLAN CONTROL R1FEB-09-2018

5-YR AND 100-YR PONDING LIMIT



PERMIT / TENDERFEB-20-2018

AutoCAD SHX Text128.97

AutoCAD SHX TextEX. CBMH-2

AutoCAD SHX TextEX. CBMH-1A

AutoCAD SHX TextCBMH-4

AutoCAD SHX TextSMH-2

AutoCAD SHX TextAPPROXIMATE LIMIT OF GRADING

AutoCAD SHX TextAPPROXIMATE LIMIT OF GRADING

AutoCAD SHX TextNEW DITCH >>> 4.1%

AutoCAD SHX TextCB-2-EX

AutoCAD SHX TextCB-1-EX

AutoCAD SHX TextEXISTING WATERMAIN

AutoCAD SHX TextEXISTING SANITARY SEWER

AutoCAD SHX TextNEW DITCH >>> 4.1%














































































































AutoCAD SHX Text379

AutoCAD SHX TextANC







AutoCAD SHX Text367

AutoCAD SHX TextCB








































































































































































































AutoCAD SHX Text128

AutoCAD SHX TextLS


























































AutoCAD SHX TextEXISTING DITCH

AutoCAD SHX TextT/G: 129.28



AutoCAD SHX TextEX. CB

Sheets and ViewsC-2

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