93

94

95

90

91

92

1.33m

150mmØSANITARYSERVICE

PROPOSEDGROUND EXISTING

GROUND

STORMTECH SC-740STORAGE CHAMBERS1.46m

4.0%

SL-1 CHAMBER CROSSINGSCALE 1:100

DC

DC

DC

DC

DC

DC DC

DC

DC

DC

ENTRANCE

ENTRANCE

ENTRANCE

ENTRANCE

ENTRANCE

DEER

FOX AVEN

UE

BUSSHELTER

42 40 38 36 32 FIELDCREST AVENUE 3034

X

CONNECT TO EXISTING 200mmØ WM BY CITYFORCES; CIVIL WORK BY CONTRACTOR

ROAD CUT REINSTATEMENTPER CITY DETAIL R10

CONNECT TO EXISTING 1200mmØ STORMDEFLECT LATERAL PER CITY DETAIL S11

CONNECT AT ONE O'CLOCKLATERAL INV. = 91.28

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CO

NC

RETE SID

EWALK

CO

NC

RETE SID

EWALK

CO

NC

RETE SID

EWALK

CO

NC

RETE SID

EWALK

GARBAGE ENCLOSURE

ROAD CUT REINSTATEMENTPER CITY DETAIL R10

ROAD CUT REINSTATEMENTPER CITY DETAIL R10

300m

mØ

WM

PATHWAY

SAWCUT ASPHALT AS REQUIRED TOREMOVE AND REINSTATE SIDEWALK PANELS ANDBOULEVARD LANDSCAPE AS REQUIRED FOR NEW

CONSTRUCTION

REMOVE AND REINSTATE SIDEWALK PANELS ANDBOULEVARD LANDSCAPE AS REQUIRED FOR NEW

CONSTRUCTION

VALVE CHAMBER

42 40 38 36 34 30

SAWCUT ASPHALT AS REQUIREDFOR CURB REMOVAL, ROAD REINSTATEMENTPER CITY DETAIL R10

REMOVE AND REINSTATESIDEWALK PANELS, CURBS

AND BOULEVARD LANDSCAPEAS REQUIRED FOR

NEW CONSTRUCTION

UP

TRL

UP

THH

UP

INV. INFILTRATIONCHAMBERS = 92.05INV. SUBDRAIN=91.75

OUTLET INV=92.09

INLETINV=92.10

CORE INTOBOTTOM OF

INFILTRATION CHAMBERS

STORMTECH SC-740STORAGE CHAMBERS(REFER TO DESIGNBRIEF APPENDIX DFOR DETAILED DESIGN)

33.0m-150mmØ ADS N-12 DUAL WALLHDPE PERFORATED SUBDRAIN

3.0m-600mmØ STM @ 1.30%

4.7m-300mmØ STM@ 0.50% C/W 90° ELBOW

HYD1

1067mmØ WM

200m

mØ

WM

1067mmØ WM

SPWATER SERVICE:

38mm∅ COPPERT/WM=91.00

STORM SERVICE (FROM SUMP PUMP):

13.9m - 100mm∅ @ 1.00%

INV. = 92.77

200

CBMH1

LCB5

CB4

202

CB5

4.80m-300mmØGALV. CSP TH=1.6mm

PR 68x13 @ 2.9%INV.W=93.10INV.E=92.96

17.0m-250m

mØ

HD

PE @ 1.00%

17.3m-300mmØ STM @ 0.35%

42.0m-300m

mØ

STM @

0.35%

87.0m - 1200mmØ STM @ 0.25%

87.0m - 1200mmØ STM @ 0.24%

32

33

DICB31

29

28

53

117

52

118

119

8.7m-200mm∅STM @ 0.50%

6.6m-600mm∅STM @ 0.50%

84.3m - 375m

mØ

STM @

1.50%200m

mØ

WM

22.0m

- 37

5mmØ STM @

0.91

%

18.0

m -

375

mm

Ø S

TM @

0.8

0%

400mmØ WM

131

129

31.3m-250mmØ SAN @ 0.50%REFER TO DRAWING 115042-PRFOR DETAIL DESIGN

127

47.7m-250mmØ SAN @ 0.65%REFER TO DRAWING 115042-PRFOR DETAIL DESIGN

204

LCB4

LCB3

10.0m-250mmØ STM @ 1.00%

27.5m-375mmØ STM @ 0.35%

111112

3.5m-250mmØ STM @ 0.50%

133

10.0m-150mmØ PVC SDR-28 @ 2.00%

CONNECT TO 200mmØ SANDEFLECT LATERAL PER CITY DETAIL S11

CONNECT TO MAINLATERAL INV.= 89.54

MAIN INV.=89.49

REINSTATE MEDIAN TO EXISTING CONDITIONSOR BETTER PER CITY DETAIL SC10

CONNECT TO EXISTING 375mmØ STORMDEFLECT LATERAL PER CITY DETAIL S11CONNECT AT MAINLATERAL INV. = 92.28EX. MAIN INV. =92.09

20.2m - 375m

mØ

STM @

1.25%

REMOVE EXISTING CB 28AND PLUG LATERAL AT INLETPER CITY STANDARD S11.4

SAWCUT ASPHALT AS REQUIRED TOREMOVE AND REINSTATE SIDEWALK PANELS ANDBOULEVARD LANDSCAPE AS REQUIRED FOR NEWCONSTRUCTION

REMOVE EXISTING CB 153200mmØ CB LEAD,

AND PLUG LATERAL NEAR ROAD CUTPER CITY DETAIL S11.4

SANITARY SERVICE:

17.9m-150mm∅ PVC SDR-28 @ 2.00%

INV=90.40

1+000

1+018

116

SL-1

SL-1

C1

C2

C4 C5 C6

C7

94mm ICD TO BE INSTALLEDON 375mmØ OUTLET PIPE

C8

C3

CATCHBASIN TABLE

CB ID

31

CB4

CB5

LCB3

LCB4

LCB5

SIZE (mm) T/G ELEVATION

92.95

93.70

93.17

93.25

93.81

93.95

INVERT

91.84

92.43

92.23

92.07

92.41

92.63

250Ø

250Ø

600x600

600x600

600x600

DICB31

250Ø

92.57 (LOW)

STM MANHOLE TABLE

MANHOLE ID

200

202

204

CBMH1

SIZE(mm)

1200∅

1200∅

1500∅

1200∅

T/G ELEV(m)

94.12

93.60

93.63

93.75

INVERT(m)

SE=92.40NE=92.34

SW=92.19SE=92.13

N=92.19

E=91.75S=92.31

NW=92.05

NW=92.46

DIAMETER(mm)

SE=300NE=300

SW=300SE=600

N=200

E=375S=250

NW=600

NW=300

I.C.D.

-

-

94mm

-

SAN MANHOLE TABLEOFFSITE WORKS

MANHOLE ID

90

125

127

129

131

133

SIZE(mm)

1200∅

1200∅

1200∅

1200∅

1200∅

1200∅

T/G ELEV(m)

92.71

92.88

93.49

93.17

93.32

93.56

INVERT(m)

N=88.64E=88.67W=88.70

E=88.75SW=88.78

NE=88.95SW=88.98

NE=89.13SE=89.19

NW=89.50

SW=90.04NE=90.01

PIPE DIAMETER(mm)

N=250E=250W=250

E=250SW=250

NE=250SW=250

NE=250SE=250

NW=250

SW=150NE=150

SEWER CROSSING TABLE

LOCATION

C1

ELEVATIONS CLEARANCE

STM INV=89.71SAN OBV=89.30

C2

0.41m

C4

0.61m

C5

2.15m

C6

1.99m

C7

2.13m

C8

0.16m*

0.25m

STM INV=89.92SAN OBV=89.31

STM INV=91.64SAN OBV=89.49

STM INV=91.56SAN OBV=89.57

STM INV=91.76SAN OBV=89.63

STM INV=91.69WM OBV=91.53

STM INV=92.08WM OBV=91.83

WM INV=90.23SAN OBV=89.37C3 0.86m

1+000.0 CAP

STATION SURFACEELEVATION DESCRIPTIONTOP OF WM

ELEVATION94.23 91.00

91.261+005.9 94.41

WATERMAIN TABLE

1+013.9 94.37 91.601+015.0 94.38 91.701+018.0 94.35 91.95

STM INV. = 92.0891.431+010.0 -94.24

SERVICE POST

-CONNECT TO EXISTING

SAN MANHOLE TABLEOFFSITE WORKS

MANHOLE ID

90

SIZE(mm)

1200∅

T/G ELEV(m)

92.71

INVERT(m)

N=88.64E=88.67W=88.70

PIPE DIAMETER(mm)

N=250E=250W=250

3130 WOODROFFE AVENUE

USF=91.30

3120 WOODROFFE AVENUE

WOODROFFE AVENUE

GENERAL PLAN OF SERVICES1. ISSUED FOR APPROVAL JAN 26/16 MAB

95

300mmØ

100

STORM MANHOLE, SEWER & FLOWDIRECTION

WATERMAIN AND DIAMETER

VB

VALVE & VALVE BOX& SERVICE POST

BEND AND THRUST BLOCKHYDRANT, VALVE & LEADTOP OF FLANGE ELEVATION

CAP

REDUCER

ROAD CATCHBASIN

LANDSCAPE TYPE CATCHBASINLCB-1

LEGEND

WATERMAIN

SEWERS

HYD1T/FL=100.00

101

SANITARY MANHOLE, SEWER & FLOWDIRECTION

UP

DEPRESSED CURBDC

CURB UTILITY POLE AND GUY WIRE

ROAD CUT REINSTATEMENT PER CITYDETAIL R10

SIDEWALK REINSTATEMENT

SOD REINSTATEMENT

EXISTING TREE / BRUSH LINE

PLANTING BED

HARD LANDSCAPE

SP

INFILTRATION CHAMBER

2. REVISED PER CITY COMMENTS MAY 4/16 MAB

3. REVISED PER CITY COMMENTS JUNE 27/16 MAB

P EXISTING SUMP

M:\2

015\

1150

41\C

AD

\Des

ign\

1150

41-G

P-L

AY

OU

T.dw

g, A

1, A

ug 0

8, 2

016

- 9:5

8am

, ddu

fton

PLANA1.DWG - 841mmx594mm

NOTE:THE POSITION OF ALL POLE LINES, CONDUITS,WATERMAINS, SEWERS AND OTHERUNDERGROUND AND OVERGROUND UTILITIES ANDSTRUCTURES IS NOT NECESSARILY SHOWN ONTHE CONTRACT DRAWINGS, AND WHERE SHOWN,THE ACCURACY OF THE POSITION OF SUCHUTILITIES AND STRUCTURES IS NOT GUARANTEED.BEFORE STARTING WORK, DETERMINE THE EXACTLOCATION OF ALL SUCH UTILITIES ANDSTRUCTURES AND ASSUME ALL LIABILITY FORDAMAGE TO THEM.

PROJECT No.

REV

DRAWING No.

No. REVISION DATE BY

FOR REVIEW ONLYSCALE

APPROVED

CHECKED

DRAWN

CHECKED

DESIGN

Engineers, Planners & Landscape Architects

Suite 200, 240 Michael Cowpland Drive

Ottawa, Ontario, Canada K2M 1P6

Telephone (613) 254-9643

Facsimile (613) 254-5867

Website www.novatech-eng.com

N.T.S.NORTH KEY PLAN

CITY OF OTTAWA3130 WOODROFFE AVENUE

115041

REV # 4

115041-GP

LRW

MAB

DTD

MAB

JGR

RYLAND ST

DEERFOX DR

STONEWAY DR

TIERNEY DR

SUMMERWIND

CRES

WINDHURST DR

MARKLAND CRES

MAR

KLAND

CR

ES

WO

OD

RO

FFE AVE

FIELDCREST AVE

GRENADIER WAY

STONEPOINTE

AVE

BURNLEY

CRT

WO

OD

RO

FFE AVE

SITE

REFER TO 115041-DLN FOR ADDITIONAL NOTES

1:250

1001:250

4 82 6

4. REVISED PER CITY COMMENTS AUG 8/16 MAB

* : PLACE 375mmØ PIPE SECTION CENTRED OVER 1067mmØ WATERMAIN TO ENSURE MAXIMUM DISTANCE BETWEEN WATERMAIN AND 375mmØ PIPE JOINTS.