deerfox avenue 3130 woodroffe avenue
TRANSCRIPT
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.