1.30m LANDSCAPED WALKWAY

2.00

m LA

NDSC

APED

WAL

KWAY

1.50 3.65 2.70

5.707.00

2.00

SALES OFFICE

270.2 SQ.M

DUNDAS STREET WIDENING

POST

RO

AD

ACCESS ROAD

DUNDAS STREET

25

18.29

15.856.00

3.45

33

42

60

43

1

5.705.70

7.00

2.00m LANDSCAPED WALKWAY

WHEELCHAIR RAMPW/C 1 W/C 2

2.00

1.30

XXXX

XXXX

XXXX

2.5mHOARDING

BLOCK 417

171.49

172.

1717

1.00

171.

06EX

.EX

.HP

172.07

172.

30

172.85

171.64171.80

172.09

171.77

172.35

172.50

FFE = 173.05

171.50

172.65

172.51

EX.

(171.61)

(171.71)

172.

15

172.42

172.21

172.32

172.36

172.43

1R

1R

172.24 171.

60

172.21

HP

172.

46

172.

37

EX.

171.

21

172.

20

172.

11

172.

11

(171.65)(171.48)

EX.

EX.

EX.

EX.

EX.

EX.

EX.

2.00

5.02

1.503.65

2.70

5.707.00

5.70

(171.20)

172.

33

171.

24

FLUSH FLUSH FLUSH

9.29

EX.

EX.

EX.

EX.

EX.

EX.

1920

26

34

51

52

ASPHALT PARKING LOT

LANDSCAPING

LAND

SCAP

ING

LANDSCAPING

(171.74)

5.707.00

1.77

0.5%

171.

98

172.41

(171

.54)

73.35

60.91

73.43

60.96

6.505.50

2.00

172.56

0.8%

172.16

172.

08 3.7%

172.23

0.5%

0.5%

172.25

172.

04

0.5%

4.59

15.17

0.5%

0.5%

6.57

0.5%

HOLDINGTANKS

51.04

31.29

25.81

0.5%

0.5%

PRIVATE WASTE

MANAGEMENT

PICK UP LOCATION

172.20

3:1

TEMPORARY 7m WIDE

X 20m LONG MUDMAT

(TO BE REMOVED

UPON STABILIZATION

OF THE SITE)

EMERGENCY SPILLWAY

(300mm DEPTH OF

150mm RIP RAP STONE

PLACED ON TERRAFIX

360R FILTER CLOTH OR

APPROVED EQUIVALENT)

TEMP. EMERGENCY

CONVEYANCE SWALE TO

BE REMOVED UPON

URBANIZATION OF

DUNDAS STREET

1.0m DEPTH RETENTION BASIN

(TO BE TOPSOILED AND SEEDED)

RETENTION CAPACITY = 230m³

MATCH EX.

GROUND

F

U

T

U

R

E

E

M

E

R

G

E

N

C

Y

F

L

O

W

C

O

N

V

E

Y

A

N

C

E

S

W

A

L

E

(T

O

B

E

G

R

A

D

E

D

U

P

O

N

U

R

B

A

N

I

Z

A

T

I

O

N

O

F

D

U

N

D

A

S

S

T

R

E

E

T

)

3:1

3:1

3:1

3

:1

FUTURE CURB (B.O.)

FUTURE CURB (B.O.)

FUT. 375mm STM (B.O.)

FUT. 450mm STM (B.O.)

F

U

T

. 5

2

5

m

m

S

T

M

FUT. DICB (B.O.)

FUT. DCBMH (B.O.)

FUT. CBMH (B.O.)

FUT. CBMH (B.O.)

2

:1

2

:1

2:1

2:1

172.50

F

U

T

U

R

E

D

IC

B

T

O

B

E

C

O

N

S

T

R

U

C

T

E

D

B

Y

H

A

L

T

O

N

R

E

G

IO

N

A

S

P

A

R

T

O

F

T

H

E

D

U

N

D

A

S

S

T

R

E

E

T

U

R

B

A

N

IZ

A

T

IO

N

. T

O

P

O

F

D

IC

B

T

O

B

E

A

D

JU

S

T

E

D

A

S

R

E

Q

U

IR

E

D

T

O

M

A

T

C

H

F

U

T

U

R

E

S

W

A

L

E

IN

V

E

R

T

.

3:1

(171.91)

MATCH EX.

GROUND

172.51

SILT FENCING

(SEDIMENT

CONTROL FENCE)

172.56

172.49

(172.15)

(172.18)

172.30

172.43

172.08

172.08

172.51

172.56

172.49

172.27

172.43172.34

172.30

172.30

172.48

(171.58)

172.43

172.47

1.8%172.32

172.39172.45

1.3%5:1 (FUT.)

172.

39

0.5%

0.5%

171.

25

172.28

172.13

172.33

172.38

(171.32)

(171.64)

(171.55)

(171.76)

(171.76)

(171.80)172.02EX.

0.5%

0.5%

0.5%

0.5%

171.

04

CONSTRUCTION

FENCING

171.

02

171.

03

172.

11EX. 172.16

172.25

(171.64)

(171.49)(171.46)

(171.58)

(171.43)

(171.53)

(171.38)

(171.52)

(171.37)

171.11EX.

(170

.93)

172.

16

171.

26

172.

21

171.

27

171.28

171.71

172.

31

173.05

171.

82

171.

87

171.87 171.

97EX

.

0.6%

0.7%

0.5%

EX.

EX.

4.8%

5.0%

171.

21

171.

11

0.5%

0.5%

2.0%

172.63HP 0.7%

0.5%1.

0%

2.0%

0.5%0.5%

2.0%

2.1% 2.

1%(171.68)

3.1%

(172

.16)

173.01

172.37 2.0%

3

:1

2.0%

171.00EX.

171.18EX.

170.79EX.EX. DITCH

EX. DITCH

3

:1

M

A

X

3

:1

M

A

X

3

:1

3

:1

(171.39)

3

:1

172.62

172.

2017

2.27

172.152.0%

3

:1

171.

96

3:1

4.8%

2.0%

4.70

2.0%

2.0%

2.00

2.0%

(171.67)

(171.52)

MAX 1:12 SLOPE

SIGNAGE LOCATION

AC

1 ISSUE FOR REVIEW 23-NOV-17 ESG SH

DRAWING

PROJECT/LOCATION

CLIENT

DRAWING NUMBERPROJECT NUMBER

DRAWN BY CHECKED BY

ISSUED OR REVISION COMMENTSNO. DESCRIPTION DATE CHKDWN

8395 JANE STREET, SUITE 203

VAUGHAN, ONTARIO. L4K 5Y2

T:905-738-3177 | F: 905-738-5449

RN DESIGN LTD.

DATE SCALE

THESE DRAWINGS ARE NOT TO BE SCALED:ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO

COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES MUST BEREPORTED DIRECTLY TO SRN ARCHITECTS INC.

PROJECT CONSULTANTS:

17016

PRIMONT HOMES

NORTH OAKVILLE

LEGEND

USFRUSFTBS

TFWFFE

USFG

FINISHED FLOOR ELEVATIONTOP OF FOUNDATION WALLTOP OF BASEMENT SLAB

UNDER SIDE FOOTINGUNDER SIDE FOOTING @ REAR

UNDER SIDE FOOTING @ GARAGE

SL

H* ENGINEERED FILLHYDRO CONNECTIONFIRE HYDRANTSTREET LIGHT

FSE FINISHED SECOND FLOOR ELEVATION

WOD

REVWOB

R

LOB

STD

NUMBER OF RISERS TO GRADEWALKOUT DECKLOOKOUT BASEMENT

WALK OUT BASEMENTREVERSE PLAN

STANDARD PLANDOORWINDOWBELL PEDESTALCABLE PEDESTALCATCH BASINDBL. CATCH BASIN

MAIL BOXTRANSFORMER

SEWER CONNECTIONS (2 LOTS)

SEWER CONNECTIONS (1 LOT)

AC AIR CONDITIONINGDOWN SPOUT TO SPLASH PAD

SWALE DIRECTION

SP SUMP PUMP

WATER VALVECHAMBER

WATER CONNECTION

HYDRANT ANDVALVEHYDRO METERGAS METER

H

FOOTING TO BE EXTENDEDTO 1.22 (MIN) BELOW GRADE

CHAINLINK FENCE

SOUND BARRIERPRIVACY FENCE

XXXXXX

FIRE FIGHTER TRAVEL PATHFR FR FR

DOWN LIGHT

14' POLE LIGTHING

12' POLE LIGTHING

BOLLARD LIGHTING

SIGN POST

## MUNICIPAL ADDRESS

x

PROPOSED GRADE ELEVATIONx

RETAINING WALLTW -TOP OF WALLBW -BOTTOM OF WALL

SNOW STORAGE AREAS

EXISTING TREE (TO BE REMOVED)

EXISTING TREE (TO BE RETAINED)

EXISTING GRADE ELEVATION

MANHOLE - STORM

MANHOLE - SANITARYSIAMESE CONNECTION

DOWN SPOUT CONNECTED TO STM

SALES OFFICE SITE PLAN

MAR. 21/18 1:250

ESG SH

SALES OFFICE

CONSULTADDRESS, SUITECITY, PROVINCE, POSTAL CODET: 111-111-1111 F: 111-111-1111

2 REVISED PER SURVEY REPORT / GRADED 06-DEC-17 ESG SH

3 RELOCATED ACCESS ROAD 07-DEC-17 ESG SH

4 REVISE ACCESS ROAD AS PER CLIENT 21-DEC-17 MA SH

5 REVISE ACCESS ROAD AS PER CLIENT COMMENT07-FEB-18 ESG SH

6 REVISED AS PER TOWN COMMENTS 21-MAR-18 BWS SH

7 REVISE ACCESS ROAD AS PER CLIENT COMMENT23-APR-18 BWS SH

8 REVISE AS PER NEW ENG. 29-MAY-18 BWS SH

x

FUTURE GRADE ELEVATION

9 RE-ISSUED FOR SPA 16-AUG-18 BWS SH