BOTTOM O

F SLO

PE

BOTT

OM

OF W

ALL

TOP

OF W

ALL

BOTT

OM

OF W

ALL

TOP

OF W

ALL

T\G=51.29CB

T\G=50.87CB

SS

CPP 0.2ØT\P=50.21

CPP 0.2ØINV=50.62

FH

CSPT\P=49.79

FH-V

CSP 0.2ØT\P=45.43

TB-B

EDGE OF ROAD

EDGE OF GRAVEL

C/L

OF

D

ITCH

C/L

OF

D

ITCH

C/L OF DITCH

CO

NC

RETE CURB

CONCRETE CURB CONCRETE CURB

POST AND WIRE FENCE

GUARD RAIL

EDGE OF ASPHALT

EDG

E OF A

SPHALT

EDG

E OF

ASPHA

LT

N

PRES

TIGE

CIRC

LE

PRES

TIGE

CIR

CLE

PRESTIGE CIRCLE

0.0510.30201EX 0.1530.90

R100A

0.0670.30UNC-1

0.0260.90F203A

0.0250.90F202A

0.1980.90R200A

0.1290.70F100B

0.1750.76F100C

0.0370.32UNC-2

0.1220.70F201A

0.0910.90F200B

0.3200.20UNC-3

AREA=570.3m²DEPTH=0.30mVOL=57.0m³ELEV=57.16

AREA=304.4m²DEPTH=0.30mVOL=30.4m³ELEV=56.73

AREA=471.9m²DEPTH=0.30mVOL=47.2m³ELEV=56.56

AREA=591.7m²DEPTH=0.30mVOL=59.2m³ELEV=56.56

AREA=316.7m²DEPTH=0.30mVOL=31.7m³ELEV=54.35

EXIST

ING

BRIS

EBO

IS

SWM

PO

ND

0.3800.20UNC-4

0.1130.80F300A

0.0020.90R300C

0.2260.90R300A

0.0190.90F300B

JEANNE D'ARC BOULEVARD N

0.0070.90R300B

CONNECT TO EX. STM STUBINV=52.55

STM 200 (1200Ø)T/G=56.55

SW INV=52.66NE INV=52.79

NW INV=54.25SE INV=52.72

STM STUBINV=52.81

11.3m-375mmØ STM @ 1.00%

2.3m-250mmØ STM @ 1.00%

CB 200Bc/w ICDT/G=56.26SE INV=54.46

21.0m-200mmØ STM @ 1.00%

CB 200Ac/w ICD

T/G=56.26N INV=54.46

50.5

m-3

75m

mØ

STM

@ 0

.25%

STM STUBINV=53.21

STM 100 (1200Ø)T/G=56.81SE INV=53.44NW INV=53.32NE INV=54.40SW INV=54.79STM STUB

FOOTING TO BE PUMPEDINV=53.52

8.1m-250mmØ STM @ 1.00%

CB 100Bc/w ICDT/G=56.43SW INV=54.63

11.3m-200mmØ STM @ 2.00%

CB 100Ac/w ICD

T/G=56.86NE INV=55.06

27.2m-200mmØ STM @ 1.00%

STM 201 (1200Ø) c/wWATER TIGHT LIDT/G=56.56NW INV=52.85SE INV=53.02NE INV=53.02

STM 203 (1200Ø)T/G=54.76NW INV=53.48SW INV=53.60

45.6m-200mmØ STM @ 1.00%

TRENCH DRAIN BLDG 6T/G=54.65

NE INV=53.62

2.0m-200mmØ STM @ 1.00%

24.1m-200mmØ STM @ 0.60%

STM 202 (1200Ø)T/G=54.25SW INV=53.17NW INV=53.23

4.0m-200mmØ STM @ 1.00%

TRENCH DRAIN BLDG 7T/G=53.95SE INV=53.27

2.3m-200mmØ STM @ 1.00%

CONNECT TO EX.STM MHINV=51.08

STM 300 (1200Ø)T/G=55.08SW INV=51.30E INV=51.92NW INV=51.42NE INV=51.42

22.4m-375mmØ STM @ 1.00%

STM STUB(FOOTING TO BE PUMPED)INV=51.49

6.8m-250mmØ STM @ 1.00%

CB 300Ac/w ICD

T/G=54.00W INV=52.20

27.5m-200mmØ STM @ 1.00%

STM 301 (1200Ø)T/G=54.63SW INV=51.51NW INV=51.57

18.0m-250mmØ STM @ 0.50%9.6m-200mmØ STM @ 1.00%

TRENCH DRAIN BLDG 8T/G=52.33SE INV=51.67

15.3m-375mmØ STM @ 0.69%

INSULATION AS PER CITYSTANDARD W22.

INSULATION AS PER CITYSTANDARD W22.

INSULATION AS PER CITYSTANDARD W22.

INSULATION AS PER CITYSTANDARD W22.

Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of

authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

Legend

Notes

Permit-SealChkd.Dwn. Dsgn. YY.MM.DD

File Name: 160401331 DB.dwg MJS AMP MJS 17.06.12

ByRevision Appd. YY.MM.DD1 ISSUED FOR SPA MJS AMP 17.06.13

ORIGINAL SHEET - ARCH D

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet

of

BRIGILPETRIE'S LANDING IIBLOCK 6, 7, AND 88466 JEANNE D'ARC BOULEVARDOTTAWA, ON, CANADA

STORM DRAINAGE PLAN

160401331

SD-1 16 7V:\0

1-60

4\ac

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1604

0133

1_Pe

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Land

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Bloc

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8\de

sign\

draw

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1604

0133

1 DB

.dw

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17/0

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10:

40 A

M By:

Shar

p, M

ike

www.stantec.comTel.

Stantec Consulting Ltd.400 - 1331 Clyde AvenueOttawa ON

613.722.4420

N

AREA ID

RUNOFF COEFFICIENT

STORM DRAINAGE BOUNDARY

STORM DRAINAGE AREA ha.

DIRECTION OF OVERLAND FLOW

PROPOSED DOUBLE CATCH BASIN

MAXIMUM PONDING LIMITS

PROPOSED SUB DRAIN CATCH BASIN AS PER CITYOF OTTAWA STANDARD DETAIL DRAWINGS L10AND L11.

PROPOSED STORM SEWERPROPOSED CATCHBASIN MANHOLEPROPOSED CATCHBASIN

PROPOSED PERFORATED SUBDRAINEXISTING STORM SEWEREXISTING CATCHBASIN MANHOLEEXISTING CATCHBASINEXISTING SUBDRAIN CATCHBASIN

BLDG

1.00 0.90

NOTES:1. PROPOSED BUILDINGS TO BE EQUIPPED WITH BACKWATER VALVES2. PROPOSED TRENCH DRAINS TO BE DESIGNED TO CAPTURE 100 YEAR PEAK FLOWS.

THERMAL INSULATION ON STORM SEWER WHERE COVERIS LESS THAN 1.5m. THERMAL INSULATION ON WATERMAINWHERE COVER IS LESS THAN 2.4m AS PER W22.