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
tive\
1604
0133
1_Pe
tries
Land
ing
Bloc
k 6-
8\de
sign\
draw
ing\
1604
0133
1 DB
.dw
g20
17/0
6/13
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.
Recommended
