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Utility pole & guy
Street light/Light pole
Above ground hydro lines
Below ground hydro lines
Above/below ground telephone lines
Above/below ground cable TV lines
Gas main
Combined utility ducts
(Hydro & Telecommunications)
Removals Legend
or
Concrete pavement with bituminous
surface to be removed
Bituminous pavement to be
removed
Concrete pavement to be
removed
Items to be removed
Area to be cleared and grubbed
Area to be grubbed
Area to be cleared
ESC Legend
Silt fence
Tree protection fence
Topsoil/material stockpile location
TPF
SF
Original ground elevation
Proposed ground elevation
Original ground elevation
Top of foundation elevation
First floor elevation
Basement floor elevation
Top of casting elevation
Retaining wall
Grade 0.15m below coping level
Grade at base of wall
Surface drainage direction/slope
Swale flow direction
Drainage divide line
SF
N
Infil.
PRV
123.45 (T/W)
123.45 (B/W)
123.45
123.45
Pr=Proposed
Pr sanitary/storm manhole
Pr sanitary sewer (flow direction)
Pr sanitary sewer in profile
Pr single/double CB manhole
Pr single/double catchbasin
Pr storm sewer (flow direction)
Pr storm sewer in profile
Pr watermain/valve in profile
Pr water valve/curb stop
Pr fire hydrant and valve set
Valve chamber
Reducer
Siamese connection
Site boundary
Regulatory floodline
Community mailbox location
Borehole locations
(ID number & elevation)
Test pit
(ID number, elevation and groundwater)
Vegetation line (dripline or bush/shrub)
Trees (deciduous/coniferous)
Fencelines
- chainlink
- post & wire
- board on board
- noise fence/wall
TC=123.45
TFE=123.45
FFE=123.45
Servicing Legend
Ex=Existing
Ex sanitary/storm manhole/CB manhole
Ex sanitary sewer (flow direction)
Ex sanitary sewer in profile
Ex single/double catchbasin
Ex storm sewer (flow direction)
Ex storm sewer in profile
Ex watermain/valve profile
Ex water valve/curb stop
Ex fire hydrant and valve set
Horizontal bends in plan view
Vertical bend in plan view
Tee
Anode
Grading Legend
Utilities Legend
Misc Features Legend
123.45 Ground elevation at face of building
Denotes lot contains structural fill
Lot subject to noise and/or vibration
measures
Infiltration measures required
Pressure reducing valve required
Lot grading type, as per municipality
Armour stone
Overland flow direction
High/Low point
Swale direction at lot corners
Control swale
Rock check dam
Straw bale check dam
Hydro transformer
Utility pedestal
Telephone manhole
Hydro meter
Gas valve
Gas meter
Ponding Areas
On-street parking locations where lot
frontage is less than 14.0m.
Semi-detached lot driveway locations to
be determined at time of construction.
Building entrance
(Man door, Drive-in, Loading dock)
Downspout location
Specified driveway location
Depressed curb
Signage (misc and railway)
Railway Tracks
Embankment
Drainage divide
BH#
Elev
A/G H
U/G H
TEL
CATV
GAS
UTI
T
GV
G
H
123.45
TP#
Elev
GWT
X
General Notes
1. All dimensions are in metres unless otherwise noted. This drawing shall not be scaled.
2. All work shall be in accordance with the requirements of the local municipality, the
DGSSMS, the latest relevant sections of the OPSS's, OPSD's, and the Ontario Building
Code.
3. The Contractor shall obtain all necessary permits prior to commencing work.
4. The Contractor shall notify the Engineer 24 hours prior to constructing any works in
order to coordinate inspections.
5. Only drawings stamped "Issued for Construction" shall be used for construction.
6. Shop drawings shall be submitted to the Engineer for review and approval prior to
construction of the following;
a. Retaining walls
b. SWM works
c. Non-standard pre-cast concrete structures
7. Cap services 1m outside building face. All trenches into building shall have a clay seal
before entering building. All storm service connections inside the building to be water
tight to 1m above finished first floor elevation.
8. The Contractor shall provide the Engineer with "as constructed" information.
Specifications
OPSS and OPSD refer to Ontario Provincial Standard Specifications and Drawings.
SSMS refers to Region of Waterloo and Area Supplemental Specifications for Municipal
Services.
CoC refers to City of Cambridge Municipal Standard Specifications and Drawings.
The following minimum specifications shall apply unless otherwise noted:
1. Excavation, Backfilling, Grading and Compaction
a. Work shall be completed in accordance with OPSS.MUNI 206, 401 and 501
(Method A); standard proctor maximum dry density shall apply.
b. Earth fill placed as "structural fill" shall be compacted to 98%. Each lift shall be
inspected and approved by the Geotechnical Engineer.
c. Underground services shall have granular "A" embedment material compacted
to 100% and suitable native backfill compacted to 98%.
d. Road subgrade shall be compacted to 98%; road subbase shall comprise
granular material compacted to 100%
e. Surplus topsoil and/or earth shall be removed from the work site; all other
material shall be removed from the Work site in accordance with OPSS 180.
3. Sewers shall be installed in accordance with OPSS.MUNI 410, class "B" bedding:
a. PVC pipe per OPSD 802.010 to 802.024
a.1. <200mm diameter - DR-28 per CSA B182.2
a.2. ≥200mm diameter - DR-35 per CSA B182.2
b. HDPE pipe per OPSD 802.010 to 802.024 (culverts and subdrain only)
b.1. 100 and 150mm diameter - CSA B182.6
b.2. >200mm diameter - CSA B137.0 and B137.1
c. For pipes installed with less than 1.2m cover (finished ground to top of pipe):
c.1. Provide insulation cover in accordance with standards indicated, at the
locations shown on the plan(s)
c.2. Except for landscaped areas, provide frost tapers in accordance with OPSD
803.030 using compacted granular A backfill.
4. Watermains shall be installed in accordance with OPSS 441 and municipal
requirements:
a. Watermain clearances and crossings as per section 15 of the Watermain Design
Criteria for Future Alterations Authorized under a Drinking Water Works Permit
(MOE, June 2012):
a.1. Minimum 2.5m clear horizontal from any sewer and/or adequate vertical
clearance
a.2. Watermains shall cross over sewers with adequate support, and under
sewers with 0.5m clearance and joints as far away as possible from the
sewer
a.3. Watermains shall cross over sewers with 0.5m clearance and under sewers
with 0.5m clearance, adequate support, and joints further than 2.44m from
the sewer
b. Water systems 100mm diameter and larger shall be isolated from the municipal
water supply with a certified backflow prevention device, as per SSMS E2-17
during construction. All testing, sampling and commissioning activities shall be
included in the scope of work by the Contractor and witnessed by the Owner's
representative.
c. Watermains and appurtenances shall be flushed and chlorinated in accordance
with municipal standards.
d. Cathodic protection shall be installed in accordance with SSMS Section D.2.5.6.
e. Anti-corrosion wraps for watermain fittings shall conform to SSMS, Section
C.2.12
f. Valves shall be installed in accordance with OPSD 1101.020.
g. Water commissioning and chlorine residual maintenance plans to be submitted,
as required in accordance with SSMS.
h. Fire hydrants shall be installed in accordance with OPSD 1105.010.
h.1. Private fire hydrants shall be located within 5m of the private access road,
no closer than 3m to any building, and kept visible and accessible at all
times. Storz connection shall face the access road.
h.2. Drain plugs shall be plugged.
5. Concrete shall be 32Mpa at 28 days, 5% to 8% air entrainment:
a. Sidewalk shall be 125mm thick according to OPSD 310.010, 310.020, 310.030,
310.031 and/or 310.033 installed in accordance with OPSS 351. Sidewalks shall
be 200mm thick across driveways.
b. Curb and curb & gutter shall be installed in accordance with OPSS.MUNI 353
and the following:
b.1. OPSD 600.040, concrete barrier curb with standard gutter for flexible
pavement
b.2. OPSD 600.110, concrete barrier curb
b.3. Dimensions are to face of curb
b.4. Bullnose radii shall be 1.0m
6. Roads and paved areas
a. Joints at existing pavement shall be sawcut and milled in accordance with RMW
207/municipal standards.
b. Transition subgrade elevations shall utilize a 10:1 frost taper in the subbase
layer from the lower elevation to the higher elevation.
c. Pavement structure
c.1. 40mm HL3 pavement, as per OPSS 310 by the QA method
c.2. 80mm HL8 pavement, as per OPSS 310 by the QA method
c.3. 150mm granular "A" road base, as per OPSS.MUNI 206 and 314
c.4. 375mm granular "B" road subbase, as per OPSS.MUNI 206 and 314
d. Pavement structure (on top of building)
d.1. 100mm for membrane and asphalt
e. Line painting shall be in accordance with OPSS 710 and 1716 (no beads).
7. Miscellaneous
a. Chain link fencing, No.9 gauge, shall be installed in accordance with OPSS 772.
b. Topsoil and sod shall be in accordance with OPSS 802 and 803.
c. Topsoil and seed shall be in accordance with OPSS 802 and OPSS.MUNI 804.
Area to be close cut cleared
Gravel surface to be removed
Legend, D
etails &
Project N
otes Plan
A, B, C and/or D
CH
T
May 1, 2019
FM
B
May 1, 2019
Issued for Review
&
Approval
1.
50 Shade St Investm
ent G
roup
City of Cam
bridge
55 Kerr Street
Lots 2, 3 &
Blk A, and Part of Lot 4, Plan 615 and Lot 60 &
Part of Lot 59, Plan D
-7
Filenam
e: K:\M
eritech Engineering\PRJ - D
OCS\3335\CAD
\Sheets\3335.dw
g, 3335-1 -- Plotted: M
ay 1, 2019 1:54 PM
, H
asanz
CO
NTRACT:
FILE N
AM
E:
SH
EET:
DATE:
CH
ECKED
BY:
1315 Bishop Street N
orth, Suite 202 Cam
bridge
T 519.623.1140 F 519.623.7334 w
ww
.m
eritech.ca
DRAW
IN
G:
OW
NER:
LO
CATIO
N:
PRO
JECT:
DRAW
IN
G:
DRAW
N BY:
DESIG
NED
BY:
SCALE:
Inform
ation show
n on this plan is com
piled from
various sources, and is believed to be true and accurate.
Meritech Engineering has attem
pted to verify, w
here possible, all inform
ation. The Contractor is responsible
for verifying all data and inform
ation relative to this project, and indicate any discrepancies to the Engineer
prior to com
mencem
ent of w
ork. Failure to do so w
ill rest sole responsibility of said discrepancies on the
Contractor.
Copyright ©
Meritech Services Inc. All rights reserved. N
o part of this draw
ing m
ay be reproduced in any form
or by any m
eans w
ithout the
written perm
ission of M
eritech Services Inc.
No. ISSU
E D
ATE BY
3335
FM
B
FM
B
3335-1
1 of 4
2.0%
Not to Scale
D
D
Project Notes
1. This drawing is to be read in conjunction with the standard notes, specifications and
details shown on Meritech dwg 3335-1 and the following additional information:
a. Site Plan by Jonathan Weizel Architect, dated Mar 2019.
b. Architectural Plans by Jonathan Weizel Architect, dated Mar 2019.
c. Landscape Plans by JDB Associates Limited, dated Apr 2019.
d. Geotechnical Report by Terraprobe Inc, dated Jan 2018.
e. Stormwater Management Report by Meritech Engineering, dated Apr 2019.
2. Survey and elevations:
a. Topographic survey completed by MacDonald Tamblyn Lord Surveying, dated
Apr 2003, updated May 2018.
b. Geodetic reference elevation: City of Galt BM G.S. 115, Elev=284.254 meters.
c. Local reference elevation: Top of Hydrant on the northeast side of McNaughton
and Shade Street, Elev=277.59 meters.
BFE=123.45
Catchbasin Protection in
Paved Area
Not to Scale
OPSD Precast catchbasin or
OPSD Precast manhole
Existing asphalt area
Catchbasin frame & grate
Provide silt sack between catchbasin/manhole
moduloc and frame.
Alternatively, attach erosion control filter cloth
firmly to the underside of the catchbasin lid to
ensure adequate filtering of sediments.
Public RoadConstruction Site
Additional measures such as wheel washing
systems may be required to ensure sediment
from a construction site will not be transported
off-site via exiting vehicles.
Stone pad shall be a minimum 300mm
thick (450mm recommended) and shall
be underlain with a geotextile or graded
aggregate filter, and shall be a minimum
of 4.0m wide and 20.0m long.
Construction Entrance (Mud Mat) Detail
Not to Scale
10m-150mm Angular rip rap
or recycled concrete*
10m-50mm Angular rip rap
or recycled concrete*
Back of Curb
* No reinforcement materials
Pipe Insulation Detail
O.B.C. A-7.3.5.4.(1)
Not to Scale
W=D+2*(F-X)-0.3
W=Width of Insulation (m)
D=Outside diameter of pipe (m)
X=Insulation depth (m)
F=Estimated frost depth (m)
W
0.15m
min
Depth of Backfill - X
(0.4m
m
in)
F=
1.2m
Ground Surface
50mm Polystyrene insulation (2' x 4' sheets)
Sewer Pipe
3:1
6:1
Sta. 30
Sta. 28
Sta. 29
BH7
275.8
TP2
BH8
275.0
BH9
274.4
BH6
273.8
BH5
274.5
BH4
275.8
BH1
275.7
BH2
274.4
BH3
273.5
TP1
TP4
TP3
TP6
TP5
TP7
TP8
SFSF
SFSF SF
SFSF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
4.5%
GAS
GAS
GAS
Kerr Street
A/G H
A/G H
A/G H
A/G H
A/G HA/G H
A/G HA/G H
A/G HUTI
UTI UTIUTI UTI
UTI
Concrete SidewalkConcrete Sidewalk
HP
HP
HP
HP
GV
XXXXXXX
95.183
X
Sign
X
X
X
N56°04'25"W
X
X
85.429
XX
XX
X
20.071
78.590
9.754
N33°16'45"E
N
2
3
°
1
0
'1
0
"
E
UTI
UTI
UTI
UTI
UTI
UTI
A/G
H
A/G
H
A/G
H
A/G
H
A/G
H
A/G
H
Sign
X
X
X
X
X
X
HP
109.579
X
X
GW
X
Sign
X
X
X
X
X
X
X
X
X
HP
X
X
X
N30°52'20"E
X
X
X
HP
X
X
40.6
91
X
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
8
2
.3
9
3
Tp O
f Bank
N58°11'05"W
N31°48'40"E
N
0
6
°
1
9
'
1
5
"
E
10.513
2
5
.
8
0
3
1
1
.6
8
0
9
4
.0
7
3
Guard Rail
N55°50'50"W
X
X
X
X
X
X
X
N59°0
9'5
0"W
1.012
N26°05'50"E
32.976
X
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
UTI
UTI
UTI
UTI
UTI
UTI
UTI
GV
Sign
TV Ped
TV Ped
GAS
GAS
GAS
GAS
GAS
GAS
GAS
2
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GAS
GAS
GAS
GAS
GAS
GAS GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS
276.0
2
7
6
.
0
2
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6
.
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.
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275.0
275.0
2
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2
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.
5
273.5
Shade Street
GAS
GAS
GAS
GAS
GAS
GAS
UTI
UTI
UTI
UTI
UTI
Ex. 100.5m-900mmø Stm @ 1.74%
Ex. 94.2m-250mmø San @ 0.32%
Ex. CB 1.5
E
x
.
C
B
Ex. D
CB4.1
Ex. 200m
m ø
San
Ex. 200m
mø D
.I. W
mn
Ex. 200m
m
ø W
m
n
Ex. 200mmø D.I. Wmn (assumed location)
Ex. 200m
mø W
at Serv
ice
Ex. 67.0m
-300m
mø Stm
@
0.40%
Ex. 675m
mø S
tm
Ex. 44.0m
-750m
m
ø Stm
@
0.12%
Ex.
MH
19
Ex. 46.1m
-1050m
m
ø San @
0.46%
Ex. 75.1m
-1050m
mø San @
0.27%
E
x
.
C
B
Ex. 375m
mø S
tm
Ex. 200m
mø D
.I. W
mn
Ex. 9.0m
-600m
mø
Stm
@
0.56%
E
x
. M
H
Ex. 200m
mø S
tm
MH 17
TC=275.99
S. Inv=273.39
S. Inv=272.00(drop)
SW. Inv=270.44
N. Inv=270.97
Ex. 96.6m
-1050m
mø San @
0.27%
MH 19
TC=276.76
S. Inv=271.38
W. Inv=272.87
N. Inv=271.38
MH 20
TC=274.69
E. Inv=273.17
MH 1
TC=276.88
N. Inv=274.44
S. Inv=274.39
W. Inv=274.38
Inv=272.63
Ex. CB 1.6
Ex. CB1.4
Ex. CB 1.3
McNaughton Street
L
o
c
a
l
B
M
150 Main Street
Mill Creek
CBMH2
TC=276.42
S. Inv=274.44
E. Inv=274.83
N. Inv=274.44
CBMH 3
TC=276.34
S. Inv=274.76
E. Inv=274.47
N. Inv=274.49
DCBMH 4
TC=275.92
S. Inv=275.05
E. Inv=275.04
N. Inv=275.03
2
7
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.
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3
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5
.
52
7
4
.
5
276.0
2
7
4
.
5
Ex. 1.2m Concrete Sidewalk
MH 18
TC=276.51
S. Inv=271.17
E. Inv=273.48
E. Inv=271.53(drop)
N. Inv=271.17
Ex. CB 1.1
Ex. CB1.2
2
7
5
.
8
7
Creek Inv=271.08
Creek Inv=270.86
Regional Storm
elev=273.68
Regional Sto
rm E
lev=273.39
Creek Inv=271.30
Regional Storm Elev=274.14
Pr MH 6 OGS
1200mmø
TC Elev=276.43
SE Inv=275.04
NE Inv=272.28
Original Conditions, Rem
ovals, and Erosion
& Sedim
ent Control Plan
50 Shade St Investm
ent G
roup
City of Cam
bridge
55 Kerr Street
Lots 2, 3 &
Blk A, and Part of Lot 4, Plan 615 and Lot 60 &
Part of Lot 59, Plan D
-7
Filenam
e: K:\M
eritech Engineering\PRJ - D
OCS\3335\CAD
\Sheets\3335.dw
g, 3335-2 -- Plotted: M
ay 1, 2019 1:54 PM
, H
asanz
CO
NTRACT:
FILE N
AM
E:
SH
EET:
DATE:
CH
ECKED
BY:
1315 Bishop Street N
orth, Suite 202 Cam
bridge
T 519.623.1140 F 519.623.7334 w
ww
.m
eritech.ca
DRAW
IN
G:
OW
NER:
LO
CATIO
N:
PRO
JECT:
DRAW
IN
G:
DRAW
N BY:
DESIG
NED
BY:
SCALE:
Inform
ation show
n on this plan is com
piled from
various sources, and is believed to be true and accurate.
Meritech Engineering has attem
pted to verify, w
here possible, all inform
ation. The Contractor is responsible
for verifying all data and inform
ation relative to this project, and indicate any discrepancies to the Engineer
prior to com
mencem
ent of w
ork. Failure to do so w
ill rest sole responsibility of said discrepancies on the
Contractor.
Copyright ©
Meritech Services Inc. All rights reserved. N
o part of this draw
ing m
ay be reproduced in any form
or by any m
eans w
ithout the
written perm
ission of M
eritech Services Inc.
No. ISSU
E D
ATE BY
3335
FM
B
FM
B
CH
T
May 1, 2019
1.
Issued for Review
&
Approval
May 1, 2019
FM
B
KEY MAP:
1:250
3335-2
1:250
01.25
2.5
57.5
10
2 of 4
Project Notes
1. This drawing is to be read in conjunction with the standard notes, specifications and
details shown on Meritech dwg 3335-1 and the following additional information:
a. Site Plan by Jonathan Weizel Architect, dated Mar 2019.
b. Architectural Plans by Jonathan Weizel Architect, dated Mar 2019.
c. Landscape Plans by JDB Associates Limited, dated Apr 2019.
d. Geotechnical Report by Terraprobe Inc, dated Jan 2018.
e. Stormwater Management Report by Meritech Engineering, dated Apr 2019.
2. Survey and elevations:
a. Topographic survey completed by MacDonald Tamblyn Lord Surveying, dated
Apr 2003, updated May 2018.
b. Geodetic reference elevation: City of Galt BM G.S. 115, Elev=284.254 meters.
c. Local reference elevation: Top of Hydrant on the northeast side of McNaughton
and Shade Street, Elev=277.59 meters.
K
e
r
r
S
t
Wellington St
B
e
v
e
r
l
y
S
t
S
h
a
d
e
S
t
S
p
r
u
c
e
S
t
N
S
i
t
e
M
c
N
a
u
g
h
t
o
n
S
t
M
i
l
l
C
r
e
e
k
Regulatory Floodplain=275.60
Ex fence to be removed and boulevard
re-graded.
Fire hydrant to be
removed and relocated.
Nearest fire hydrant is located
approximately 12.7m north east
from the east property line.
Install sediment trap at construction entrance, as shown
and maintain for the duration of the construction period.
Any material tracked onto the street is the responsibility
of the contractor, and is to be removed immediately.
Install silt fence 0.3m inside the entire perimeter of the
site, as per OPSD 219.130, prior to commencement of
construction and maintain in good working condition
for the duration of the construction period.
Existing Regional Storm flow path
Silt fence to be installed following
removal of existing fence.
Water service assumed to be
previously removed. If
encountered during construction
redundant service to be capped at
the main by City forces at 100%
owner's cost.
Remove and replace existing drop curb with
full-height curb and gutter.
Approximate location of existing
sanitary services to remain.
Remove existing sidewalk/curb face sidewalk to
nearest full panel. Install new sidewalk/curb
face sidewalk c/w driveway drop in the location
and to the dimension shown.
Tree protection fence refer
to tree inventory plan.
Existing gas service to be
located and replaced to main.
Existing hydro pole to be relocated
north, location to be determined.
Provide catchbasin protection as per the
detail on drawing 3335-1 and maintain
during the construction activities.
Ex. Gravel
3:1
6:1
16.5m
Sta. 30
Sta. 28
Sta. 29
BH7
275.8
TP2
BH8
275.0
BH9
274.4
BH6
273.8
BH5
274.5
BH4
275.8
BH1
275.7
BH2
274.4
BH3
273.5
TP1
TP4
TP3
TP6
TP5
TP7
TP8
1.0%
1.0%
2.5%
5
.0
%
1
.
1
%
1.0%
2.0%
1.0%
1
.
0
%
1.0%
1
.0
%
1
.
0
%
1
.0
%
1
.
6
%
1
.6
%
1
.0
%
4
.
3
%
5.5m
2.9m
5.5m
3.4m
5.5m
3.4m
2.4m
2.4m
2.9m
8.1m
5.5m
2.9m
5.5m
16.5m
2.0m
2.0m
1.2m
1.2m
4.5%
2.0
%
1
.
2
%
2.0
%
2.0
%
1
.
0
%
5.0
%
5.0
%
2.0
%
1
.0
%
5.0%
Kerr Street
Concrete SidewalkConcrete Sidewalk
GV
Sign
Tp O
f Bank
Guard Rail
X
X
X
X
X
X
X
GV
Sign
2
7
5
.
0
1
2
7
5
.
0
9
2
7
4
.
8
6
2
7
4
.
6
5
2
7
4
.
6
9
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7
5
.
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2
7
5
.
5
1
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7
6
.
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6
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7
6
.
4
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2
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275.0
275.0
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276.5
2
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2
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275.5
2
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.
5
275.5
2
7
4
.
5
273.5
Shade Street
McNaughton Street
L
o
c
a
l
B
M
150 Main Street
Mill Creek
2
7
5
.
9
6
2
7
5
.
9
5
2
7
6
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0
0
2
7
6
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1
0
2
7
6
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1
8
2
7
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2
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2
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5
2
2
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6
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3
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6
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3
9
2
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6
.
6
2
2
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6
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2
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5
.
52
7
4
.
5
276.0
2
7
4
.
5
2
7
5
.
8
7
UP
UP
Building "B"
24 Storeys
Building "A"
30 storeys
8 storeys
4 sto
re
ys
6 Storeys
4 storeys
318 units
284 Units
Cafe's patio
Outdoor amenity space
Outdoor amenity space
Patio
Patio
Patio
Patio
Roof garden on 4th floor
Patio
Bicycle rack
Bicycle rack
Patio
Patio
Patio
PatioPatio
Patio
Patio
Patio
Patio Patio
Patio
Patio
1.0%
2.0%
2.0%
2.0%
2.0%
2.0%
5.0%
1.0%
1.0%
4
.
1
%
Creek Inv=271.08
Creek Inv=270.86
Regional Storm
elev=273.68
Regional Sto
rm E
lev=273.39
Creek Inv=271.30
Regional Storm Elev=274.14
6
.0
%
2.0%
2
.
0
%
1
.3
%
1
.0
%
1
.
3
%
3.2
%
5
.
0
%
2.0%
1
.
3
%
1
.
9
%
1
.
2
%
1
.0
%
1.0%
TC=
276.47
2
.0
m
1
.1
%
1.0%
5.0%
2
.
0
%
2
.
2
%
2.0%
1
.
3
%
1.5%
3
.
0
%
1.0%
2.0
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2.0%
1.9%
1
.
1
%
8
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%
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X
X
X
X
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3
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9
%
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%
3
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%
3
.
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%
2
.
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%
2.0%
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2.0%
2.0% 2.0%
7.0
%
1.0%
1.0%
2.4%
1
.
9
%
4.1%
1.0%
2
.
7
%
1.0%
1.0%
1
.
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%
2.0%
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3
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4.0%
5
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2.0%
2
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%
5.0%
2
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2
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%
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1.0%
2
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276.20
276.25
276.34
276.42
276.48
276.54
276.76
276.65276.28
2
7
4
.
6
4
2
7
4
.
7
9
274.88
274.7
3
275.0
4
275.65
276.68
276.38
TC=276.30
2
7
6
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0
276.6
0
276.61 276.61
276.55 276.57
276.61 276.61
276.70 276.70
276.70
276.60
276.21
275.51
276.70
276.70
2
7
6
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5
TC=
276.30
2
7
6
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1
276.70
2
7
6
.6
1
276.70
276.70
276.63
276.60
276.73
2
7
6
.
5
7
2
7
6
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4
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276.61
276.58
276.47
276.61
276.61
276.52
276.18
276.70
276.56
2
7
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4
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2
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6
.
6
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2
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6
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2
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7
275.46
276.75
273.90
276.44
276.63
276.46
276.70
276.70
276.70
276.5
7
276.70
276.69
2
7
6
.
7
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276.52
275.98
276.50
275.60
276.63
276.67
275.63
276.0
4
276.08 276.11
276.45
276.45
276.47 276.76
276.55
276.97
276.72
275.6
2
2
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2
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276.70
276.70
276.70
276.70
276.70
276.70
276.70
276.31
275.36
TC=
276.30
276.6
0
2
7
6
.4
1
276.70
276.70
276.70
276.70
276.70 276.70
276.60
276.54
276.47
276.50
276.50
276.47
276.50
276.47
276.50
276.50
276.50
276.50
276.46
276.41
276.70
276.60
276.60
276.60
276.63 276.62
276.66
276.60
276.64
276.56
276.70
276.53
2
7
6
.
5
8
276.47
2
7
6
.
4
8
276.70
2
7
6
.
6
5
2
7
6
.
7
0
276.70
276.68
276.51
276.61
276.48
T
C
=
2
7
6
.
3
0
276.45
275.54
276.61
276.75
T
C
=
2
7
6
.4
3
276.65
276.61
276.8
5
276.39
276.20
274.31
274.57
276.082
7
3
.
4
2
2
7
6
.6
8
2
7
6
.6
1
276.16
276.19
276.25
276.28
276.11
276.14
276.11
276.13
276.33
276.36
276.28
276.28
276.70
276.34
276.44
276.51
276.39
276.42
276.45
276.48
276.48
276.42
276.41
2
7
6
.5
7
276.38
276.58
276.62
276.46
276.43
276.70
276.67
276.80
276.77
276.62
274.91
276.44
276.41
276.70
276.74276.63276.23
275.91
275.94
275.49
276.75
275.88275.54 275.99
275.40
274.41 (B/W
)
274.42 (T/W
)
2
7
3
.
8
0
(
B
/
W
)
2
7
6
.
7
5
(
T
/
W
)
276.50
2
7
6
.6
0
2
7
6
.3
8
276.45
2
7
6
.4
3
276.4
3
276.70
2
7
6
.
6
1
276.7
5
276.71
276.74
276.80
2
7
6
.4
5
276.67
276.63
275.45
275.89
275.81
T/Curb
275.82
275.95
276.9
1
276.95
275.04
275.09
274.88
T/Curb
276.62
276.47
276.50
2
7
4
.1
2
2
7
3
.9
7
(
B
/
W
)
2
7
6
.4
6
(
T
/
W
)
2
7
6
.5
7
274.28 (B/W
)
276.60
274.15
276.56
276.49
2
7
3
.9
8
(
B
/
W
)
276.46
276.63
276.70
276.60
276.41
276.60
276.60 (T/W
)
276.33 (B/W
)
276.41
276.86
2
7
6
.
6
8
2
7
3
.9
4
(
B
/
W
)
2
7
6
.8
5
2
7
4
.1
9
2
7
6
.2
6
(
T
/
W
)
276.18
T/Curb
2
.
0
%
276.59276.19
276.39
3.0
%
2.0
%
2.0%
2.0%
2.0%
2.0
%
5.8%
2
.
0
%
4
.
8
%
5
.7
%
276.55
4.0%
1
.0
%
5
.
8
%
4
.
7
%
276.72
2.0
%
2.0
%
1.7%
1
.
2
%
1.2%
1
.2
%
2
7
6
.
5
5
2
7
6
.
5
7
3
.
5
%
TC=276.46
5
.
0
%
1
.
1
%
5.0%
3.0%
5.0%
2.0
%
5
.
4
%
2.0
%
2.0%
2.0%
2.0
%
1
.
0
%
2.0%
4
.
4
%
3
.
0
%
2.0
%
7
.
6
%
Site G
rading Plan
50 Shade St Investm
ent G
roup
City of Cam
bridge
55 Kerr Street
Lots 2, 3 &
Blk A, and Part of Lot 4, Plan 615 and Lot 60 &
Part of Lot 59, Plan D
-7
Filenam
e: K:\M
eritech Engineering\PRJ - D
OCS\3335\CAD
\Sheets\3335.dw
g, 3335-3 -- Plotted: M
ay 1, 2019 1:54 PM
, H
asanz
CO
NTRACT:
FILE N
AM
E:
SH
EET:
DATE:
CH
ECKED
BY:
1315 Bishop Street N
orth, Suite 202 Cam
bridge
T 519.623.1140 F 519.623.7334 w
ww
.m
eritech.ca
DRAW
IN
G:
OW
NER:
LO
CATIO
N:
PRO
JECT:
DRAW
IN
G:
DRAW
N BY:
DESIG
NED
BY:
SCALE:
Inform
ation show
n on this plan is com
piled from
various sources, and is believed to be true and accurate.
Meritech Engineering has attem
pted to verify, w
here possible, all inform
ation. The Contractor is responsible
for verifying all data and inform
ation relative to this project, and indicate any discrepancies to the Engineer
prior to com
mencem
ent of w
ork. Failure to do so w
ill rest sole responsibility of said discrepancies on the
Contractor.
Copyright ©
Meritech Services Inc. All rights reserved. N
o part of this draw
ing m
ay be reproduced in any form
or by any m
eans w
ithout the
written perm
ission of M
eritech Services Inc.
No. ISSU
E D
ATE BY
3335
FM
B
FM
B
CH
T
May 1, 2019
1.
Issued for Review
&
Approval
May 1, 2019
FM
B
KEY MAP:
1:250
3335-3
1:250
01.25
2.5
57.5
10
3 of 4
Project Notes
1. This drawing is to be read in conjunction with the standard notes, specifications and
details shown on Meritech dwg 3335-1 and the following additional information:
a. Site Plan by Jonathan Weizel Architect, dated Mar 2019.
b. Architectural Plans by Jonathan Weizel Architect, dated Mar 2019.
c. Landscape Plans by JDB Associates Limited, dated Apr 2019.
d. Geotechnical Report by Terraprobe Inc, dated Jan 2018.
e. Stormwater Management Report by Meritech Engineering, dated Apr 2019.
2. Survey and elevations:
a. Topographic survey completed by MacDonald Tamblyn Lord Surveying, dated
Apr 2003, updated May 2018.
b. Geodetic reference elevation: City of Galt BM G.S. 115, Elev=284.254 meters.
c. Local reference elevation: Top of Hydrant on the northeast side of McNaughton
and Shade Street, Elev=277.59 meters.
K
e
r
r
S
t
Wellington St
B
e
v
e
r
l
y
S
t
S
h
a
d
e
S
t
S
p
r
u
c
e
S
t
N
S
i
t
e
M
c
N
a
u
g
h
t
o
n
S
t
M
i
l
l
C
r
e
e
k
Regulatory Floodplain=275.60
Local Benchmark
Drainage Split
Sw
ale
1%
Limit of Construction
Retaining wall to be designed and submitted for
building permit by others. Include fence or
handrail, as required by the Ontario Building Code.
Proposed Regional
Storm flow path
Underground
parking outline
4R
2R
Ramp
Overhead bridge
Elev @ bottom of ramp = 272.90
FFE = 276.70
P1 = 272.90
Pr. 1.5m Concrete Sidewalk
Pr. 1.5m
Concrete Sidew
alk
Ramp
Ensure min 2.10m clearance provided.
Pr. Fence
Remove and replace
concrete sidewalk as
per OPSD 310.010.
Removed and replace
concrete sidewalk as per
Std. N0. C140
Install rip-rap as per OPSD
810.010 Type "B" on swale
slope . 150-200mm stone size.
FFE = 276.70
P1 = 272.90
2m wide emergency overland
flow Elev = 276.50
15R
12R
Height of existing wall to be increased to
direct runoff to swale rather than off-site.
Parking garage wall exposed.
3:1
6:1
16.5m
Sta. 30
Sta. 28
Sta. 29
BH7
275.8
TP2
BH8
275.0
BH9
274.4
BH6
273.8
BH5
274.5
BH4
275.8
BH1
275.7
BH2
274.4
BH3
273.5
TP1
TP4
TP3
TP6
TP5
TP7
TP8
Pr 22.8m
-250m
mø PVC Stm
@
1.00%
Pr 15.0m-300mmø PVC Stm
@ 1.01%
Pr 26.6m-250mmø PVC Stm
@ 1.00%
Pr 35.4m-250mmø PVC Stm @ 1.00%
5.5m
2.9m
5.5m
3.4m
5.5m
3.4m
2.4m
2.4m
2.9m
8.1m
5.5m
2.9m
5.5m
16.5m
Pr
16.1m
-300m
mø
PVC S
tm @
0.6
8%
2.0m
2.0m
1.2m
1.2m
4.5%
GAS
GAS
GAS
Kerr Street
A/G H
A/G H
A/G H
A/G H
A/G HA/G H
A/G HA/G H
A/G HUTI
UTI UTIUTI UTI
UTI
Concrete SidewalkConcrete Sidewalk
HP
HP
HP
HP
GV
UTI
UTI
UTI
UTI
UTI
UTI
A/G
H
A/G
H
A/G
H
A/G
H
A/G
H
A/G
H
HP
GW
Sign
HP
HP
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
Tp O
f Bank
Guard Rail
X
X
X
X
X
X
X
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
UTI
UTI
UTI
UTI
UTI
UTI
UTI
GV
Sign
TV Ped
TV Ped
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS GAS
Shade Street
GAS
GAS
GAS
GAS
GAS
GAS
UTI
UTI
UTI
UTI
UTI
Ex. 100.5m-900mmø Stm @ 1.74%
Ex. 94.2m-250mmø San @ 0.32%
Ex. CB 1.5
E
x
.
C
B
Ex. D
CB4.1
Ex. 200m
m ø
San
Ex. 200m
mø D
.I. W
mn
Ex. 200m
m
ø W
m
n
Ex. 200mmø D.I. Wmn (assumed location)
Ex. 200m
mø W
at Serv
ice
Ex. 67.0m
-300m
mø Stm
@
0.40%
Ex. 675m
mø S
tm
Ex. 44.0m
-750m
m
ø Stm
@
0.12%
Ex.
MH
19
Ex. 46.1m
-1050m
m
ø San @
0.46%
Ex. 75.1m
-1050m
mø San @
0.27%
E
x
.
C
B
Ex. 375m
mø S
tm
Ex. 200m
mø D
.I. W
mn
Ex. 9.0m
-600m
mø
Stm
@
0.56%
E
x
. M
H
Ex. 200m
mø S
tm
MH 17
TC=275.99
S. Inv=273.39
S. Inv=272.00(drop)
SW. Inv=270.44
N. Inv=270.97
Ex. 96.6m
-1050m
mø San @
0.27%
MH 19
TC=276.76
S. Inv=271.38
W. Inv=272.87
N. Inv=271.38
MH 20
TC=274.69
E. Inv=273.17
MH 1
TC=276.88
N. Inv=274.44
S. Inv=274.39
W. Inv=274.38
Inv=272.63
Ex. CB 1.6
Ex. CB1.4
Ex. CB 1.3
McNaughton Street
L
o
c
a
l
B
M
150 Main Street
Mill Creek
CBMH2
TC=276.42
S. Inv=274.44
E. Inv=274.83
N. Inv=274.44
CBMH 3
TC=276.34
S. Inv=274.76
E. Inv=274.47
N. Inv=274.49
DCBMH 4
TC=275.92
S. Inv=275.05
E. Inv=275.04
N. Inv=275.03
MH 18
TC=276.51
S. Inv=271.17
E. Inv=273.48
E. Inv=271.53(drop)
N. Inv=271.17
Ex. CB 1.1
Ex. CB1.2
2
7
5
.
8
7
UP
UP
Building "B"
24 Storeys
Building "A"
30 storeys
8 storeys
4 sto
re
ys
6 Storeys
4 storeys
318 units
284 Units
Cafe's patio
Outdoor amenity space
Outdoor amenity space
Patio
Patio
Patio
Patio
Roof garden on 4th floor
Patio
Bicycle rack
Bicycle rack
Patio
Patio
Patio
PatioPatio
Patio
Patio
Patio
Patio Patio
Patio
Patio
Pr CB 6 OGS
Pr CB 1
Pr CB 2
Pr CB 4
Pr CB 5
P
r
C
B
3
Creek Inv=271.08
Creek Inv=270.86
Regional Storm
elev=273.68
Regional Sto
rm E
lev=273.39
Creek Inv=271.30
Regional Storm Elev=274.14
2
.0
m
X
X
X
X
Pr 2.7m-300mmø PVC Stm @ 1.00%
P
r
2
6
.
9
m
-
2
0
0
m
m
ø
P
V
C
S
t
m
@
1
.
0
0
%
Pr MH 6 OGS
1200mmø
TC Elev=276.43
SE Inv=275.04
NE Inv=272.28
Site Servicing Plan
50 Shade St Investm
ent G
roup
City of Cam
bridge
55 Kerr Street
Lots 2, 3 &
Blk A, and Part of Lot 4, Plan 615 and Lot 60 &
Part of Lot 59, Plan D
-7
Filenam
e: K:\M
eritech Engineering\PRJ - D
OCS\3335\CAD
\Sheets\3335.dw
g, 3335-4 -- Plotted: M
ay 1, 2019 1:54 PM
, H
asanz
CO
NTRACT:
FILE N
AM
E:
SH
EET:
DATE:
CH
ECKED
BY:
1315 Bishop Street N
orth, Suite 202 Cam
bridge
T 519.623.1140 F 519.623.7334 w
ww
.m
eritech.ca
DRAW
IN
G:
OW
NER:
LO
CATIO
N:
PRO
JECT:
DRAW
IN
G:
DRAW
N BY:
DESIG
NED
BY:
SCALE:
Inform
ation show
n on this plan is com
piled from
various sources, and is believed to be true and accurate.
Meritech Engineering has attem
pted to verify, w
here possible, all inform
ation. The Contractor is responsible
for verifying all data and inform
ation relative to this project, and indicate any discrepancies to the Engineer
prior to com
mencem
ent of w
ork. Failure to do so w
ill rest sole responsibility of said discrepancies on the
Contractor.
Copyright ©
Meritech Services Inc. All rights reserved. N
o part of this draw
ing m
ay be reproduced in any form
or by any m
eans w
ithout the
written perm
ission of M
eritech Services Inc.
No. ISSU
E D
ATE BY
3335
FM
B
FM
B
CH
T
May 1, 2019
1.
Issued for Review
&
Approval
May 1, 2019
FM
B
KEY MAP:
1:250
3335-4
1:250
01.25
2.5
57.5
10
4 of 4
Project Notes
1. This drawing is to be read in conjunction with the standard notes, specifications and
details shown on Meritech dwg 3335-1 and the following additional information:
a. Site Plan by Jonathan Weizel Architect, dated Mar 2019.
b. Architectural Plans by Jonathan Weizel Architect, dated Mar 2019.
c. Landscape Plans by JDB Associates Limited, dated Apr 2019.
d. Geotechnical Report by Terraprobe Inc, dated Jan 2018.
e. Stormwater Management Report by Meritech Engineering, dated Apr 2019.
2. Survey and elevations:
a. Topographic survey completed by MacDonald Tamblyn Lord Surveying, dated
Apr 2003, updated May 2018.
b. Geodetic reference elevation: City of Galt BM G.S. 115, Elev=284.254 meters.
c. Local reference elevation: Top of Hydrant on the northeast side of McNaughton
and Shade Street, Elev=277.59 meters.
K
e
r
r
S
t
Wellington St
B
e
v
e
r
l
y
S
t
S
h
a
d
e
S
t
S
p
r
u
c
e
S
t
N
S
i
t
e
M
c
N
a
u
g
h
t
o
n
S
t
M
i
l
l
C
r
e
e
k
Regulatory Floodplain=275.60
Connection to existing 200mmø water
service as part of building construction.
Alternate sanitary service location if existing
services are found to be unsuitable; excavate,
locate and connect new sanitary service to existing
manhole (matching obverts) at Inv±272.05.
Hydrant to be fed through
the parking garage.
Proposed curb cut
Proposed curb cut
Storage Tank Required Volume=247.50 m³
Tank Inv=272.25
Tank Obv=273.75
Surface Elevations=275.50(min)-276.60(max)
Sw
ale
1%
Install 8" Nyloplast catchbasin
with dome grate
Locate and excavate
at property line in
order to evaluate
suitability for re-use.
Limit of Construction
Limit of Construction
Two roof drains, each with a flow rate of 50 L/min/inch
of head (13.2 US GPM/inch), to be spec'ed by
Mechanical Engineer. 100 year ponding depth= 0.07m.
Roof runoff to be directed to the storage tank.
Roof runoff to be directed uncontrolled to the storage
tank.
Retaining wall
Install 175mmø orifice plate Inv=272.25
2.0m wide emergency overland
flow Elev=276.50
Break into the existing wall
and cut the hole to insert the
pipe Inv = 272.14 to drain
into the creek.
Proposed Regional Storm flow path
Underground
parking outline
4R
2R
Limit of underground level
Two roof drains, each with a flow rate of 50
L/min/inch of head (13.2 US GPM/inch), to
be spec'ed by Mechanical Engineer. 100 year
ponding depth= 0.05m. Roof runoff to be
directed to the storage tank.
Two roof drains, each with a flow rate of 50 L/min/inch
of head (13.2 US GPM/inch), to be spec'ed by
Mechanical Engineer. 100 year ponding depth= 0.07m.
Roof runoff to be directed to the storage tank.
Two roof drains, each with a flow rate of 50
L/min/inch of head (13.2 US GPM/inch), to
be spec'ed by Mechanical Engineer. 100 year
ponding depth= 0.05m. Roof runoff to be
directed to the storage tank.
Two roof drains, each with a flow
rate of 50 L/min/inch of head (13.2
US GPM/inch), to be spec'ed by
Mechanical Engineer. 100 year
ponding depth= 0.02m. Roof runoff
to be directed to the storage tank.
Existing hydro pole to be
relocated north, location to be
determined.
276.00
272.90
269.95
267.00
P1 LEVEL
P2 LEVEL
P3 LEVEL
FFE = 276.70
P1 = 272.90
FFE = 276.70
P1 = 272.90
R
o
o
f
l
e
a
d
e
r
Trench drain outlet
Roof leader
TC= 276.30
TC= 276.30
TC= 276.30
TC= 276.30
TC= 276.43
Retaining Wall / SWM Tank Schematic
(Cross-Section A-A')
Not to Scale
SWM Tank
Bottom = 272.25
Top = 273.75
Retaining Wall
B
/W
±
2
7
4
.1
T/W ±276.2
A A'
T
r
e
n
c
h
D
r
a
in
FFE=276.70