Catchbasin Protection in Paved Area€¦ · 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,

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

7

5

.

0

1

2

7

5

.

0

9

2

7

4

.

8

6

2

7

4

.

6

5

2

7

4

.

6

9

2

7

5

.

0

0

2

7

5

.

5

1

2

7

6

.

0

6

2

7

6

.

4

7

2

7

6

.

8

0

2

7

6

.

6

9

2

7

6

.

6

9

2

7

6

.

4

4

2

7

6

.

0

4

2

7

5

.

7

6

2

7

5

.

3

1

2

7

4

.

8

5

2

7

4

.

6

3

2

7

4

.

5

6

2

7

4

.

6

4

2

7

4

.

5

8

2

7

4

.

7

6

2

7

6

.

9

5

2

7

6

.

8

8

2

7

6

.

8

0

2

7

6

.

6

8

2

7

4

.

9

7

2

7

5

.

5

6

2

7

4

.

6

6

2

7

4

.

6

3

2

7

4

.

6

5

2

7

4

.

6

5

2

7

4

.

6

1

2

7

4

.

7

1

2

7

4

.

6

6

2

7

4

.

9

6

2

7

6

.

8

6

2

7

6

.

7

9

2

7

6

.

8

6

2

7

6

.

7

9

2

7

5

.

8

4

2

7

5

.

9

3

2

7

6

.

8

0

2

7

6

.

5

8

2

7

6

.

5

7

2

7

6

.

5

8

2

7

6

.

7

9

2

7

6

.

5

2

2

7

6

.

4

1

2

7

6

.

5

3

2

7

6

.

6

1

2

7

6

.

7

2

2

7

6

.

7

7

2

7

6

.

7

8

2

7

6

.

5

7

2

7

5

.

8

8

2

7

5

.

7

3

2

7

6

.

5

5

2

7

6

.

5

4

2

7

6

.

6

1

2

7

6

.

4

5

2

7

6

.

3

6

2

7

6

.

2

6

2

7

6

.

1

3

2

7

6

.

2

4

2

7

6

.

3

8

2

7

6

.

5

0

2

7

5

.

9

5

2

7

6

.

3

5

2

7

6

.

3

0

2

7

6

.

3

3

2

7

6

.

0

4

2

7

6

.

1

1

2

7

5

.

6

8

2

7

5

.

4

8

2

7

5

.

5

0

2

7

5

.

5

1

2

7

4

.

5

8

2

7

4

.

7

4

2

7

5

.

3

2

2

7

4

.

4

2

2

7

6

.

0

8

2

7

5

.

0

1

2

7

5

.

2

4

2

7

5

.

5

9

2

7

5

.

7

0

2

7

5

.

3

6

2

7

4

.

8

4

2

7

4

.

8

0

2

7

5

.

0

4

2

7

4

.

7

7

2

7

4

.

7

5

2

7

5

.

2

2

2

7

5

.

8

8

2

7

6

.

3

0

2

7

6

.

5

7

2

7

6

.

8

1

2

7

6

.

5

7

2

7

6

.

1

4

2

7

5

.

9

0

2

7

6

.

5

5

2

7

6

.

7

3

2

7

6

.

8

0

2

7

6

.

9

5

2

7

6

.

8

5

2

7

6

.

7

8

2

7

6

.

7

4

2

7

6

.

6

9

2

7

6

.

6

8

2

7

6

.

6

9

2

7

6

.

7

2

2

7

6

.

6

9

2

7

6

.

6

4

2

7

6

.

5

5

2

7

6

.

5

2

2

7

6

.

6

3

2

7

6

.

6

4

2

7

6

.

6

1

2

7

6

.

6

4

2

7

6

.

6

3

2

7

6

.

5

4

2

7

6

.

4

8

2

7

6

.

5

2

2

7

6

.

6

0

2

7

6

.

6

2

2

7

6

.

6

6

2

7

6

.

6

8

2

7

6

.

6

1

2

7

6

.

6

2

2

7

6

.

6

9

2

7

6

.

7

5

2

7

6

.

7

7

2

7

6

.

9

0

2

7

6

.

7

4

2

7

6

.

6

4

2

7

6

.

6

1

2

7

6

.

5

8

2

7

6

.

4

9

2

7

6

.

4

5

2

7

6

.

4

9

2

7

6

.

5

0

2

7

6

.

5

7

2

7

6

.

5

1

2

7

6

.

4

3

2

7

6

.

4

9

2

7

6

.

5

1

2

7

6

.

4

8

2

7

6

.

5

3

2

7

6

.

5

8

2

7

6

.

6

6

2

7

6

.

7

3

2

7

6

.

7

6

2

7

6

.

7

7

2

7

6

.

9

0

2

7

5

.

9

8

2

7

4

.

5

2

2

7

5

.

9

7

2

7

5

.

1

8

2

7

5

.

5

4

2

7

5

.

7

5

2

7

3

.

8

9

2

7

3

.

9

6

2

7

5

.

9

1

2

7

3

.

9

1

2

7

3

.

9

7

2

7

4

.

8

2

2

7

6

.

1

6

2

7

6

.

1

6

2

7

6

.

0

2

2

7

5

.

9

4

2

7

6

.

0

2

2

7

6

.

1

0

2

7

5

.

8

4

2

7

6

.

2

2

2

7

6

.

2

1

2

7

5

.

9

8

2

7

6

.

0

2

2

7

5

.

9

5

2

7

6

.

0

6

2

7

6

.

1

1

2

7

6

.

0

9

2

7

6

.

1

0

2

7

5

.

9

0

2

7

5

.

9

0

2

7

5

.

9

8

2

7

6

.

0

3

2

7

5

.

8

3

2

7

5

.

9

8

2

7

6

.

3

7

2

7

4

.

7

4

2

7

4

.

6

2

2

7

4

.

2

3

2

7

4

.

1

2

2

7

4

.

0

2

2

7

3

.

7

5

2

7

3

.

8

5

2

7

3

.

9

6

2

7

3

.

8

2

2

7

4

.

0

1

2

7

4

.

0

2

2

7

4

.

0

8

2

7

4

.

0

7

2

7

4

.

0

2

2

7

3

.

7

9

2

7

3

.

7

7

2

7

4

.

0

1

2

7

3

.

9

4

2

7

3

.

7

3

2

7

3

.

6

3

2

7

4

.

1

1

2

7

4

.

0

3

2

7

4

.

4

5

2

7

3

.

8

1

2

7

3

.

3

7

2

7

3

.

4

8

2

7

3

.

9

5

2

7

4

.

1

1

2

7

3

.

8

7

2

7

3

.

7

6

2

7

3

.

9

1

2

7

3

.

6

6

2

7

3

.

9

6

2

7

3

.

9

3

2

7

3

.

9

3

2

7

3

.

8

6

2

7

3

.

9

3

2

7

3

.

8

3

2

7

5

.

0

3

2

7

6

.

8

8

2

7

6

.

7

4

2

7

6

.

7

0

2

7

6

.

7

6

2

7

6

.

7

6

2

7

6

.

8

4

2

7

6

.

7

8

2

7

6

.

7

3

2

7

6

.

7

2

2

7

6

.

6

8

2

7

6

.

5

7

2

7

6

.

5

42

7

6

.

6

2

2

7

6

.

5

5

2

7

6

.

5

2

2

7

6

.

4

8

2

7

6

.

4

9

2

7

6

.

3

0

2

7

6

.

4

0

2

7

6

.

4

9

2

7

6

.

5

8

2

7

6

.

6

2

2

7

6

.

6

9

2

7

6

.

8

5

2

7

6

.

7

7

2

7

6

.

6

1

2

7

6

.

5

5

2

7

7

.

5

9

2

7

6

.

9

0

2

7

6

.

9

9

2

7

3

.

8

7

2

7

3

.

8

8

2

7

6

.

8

2

2

7

6

.

6

8

2

7

6

.

8

0

2

7

6

.

8

8

2

7

6

.

9

5

2

7

6

.

6

2

2

7

6

.

6

8

2

7

6

.

8

8

2

7

6

.

9

1

2

7

5

.

9

5

2

7

6

.

6

5

2

7

6

.

8

5

2

7

6

.

7

3

2

7

6

.

4

4

2

7

6

.

6

92

7

6

.

6

9

2

7

6

.

8

0

2

7

6

.

4

7

2

7

5

.

8

7

2

7

5

.

6

3

2

7

5

.

7

1

2

7

5

.

8

0

2

7

6

.

2

5

2

7

5

.

7

6

2

7

6

.

0

4

2

7

6

.

0

6

2

7

5

.

2

3

2

7

5

.

5

1

2

7

4

.

9

7

2

7

4

.

7

8

2

7

4

.

5

3

2

7

5

.

0

8

2

7

5

.

2

3

2

7

5

.

6

6

2

7

4

.

7

6

2

7

4

.

6

3

2

7

4

.

8

5

2

7

5

.

0

0

2

7

4

.

6

9

2

7

5

.

3

7

2

7

4

.

9

9

2

7

4

.

8

6

2

7

4

.

8

8

2

7

5

.

4

9

2

7

5

.

7

3

2

7

5

.

3

1

2

7

4

.

9

7

2

7

5

.

0

9

2

7

4

.

7

8

2

7

4

.

7

1

2

7

4

.

4

0

2

7

4

.

8

0

2

7

4

.

6

9

2

7

4

.

3

7

2

7

4

.

4

2

2

7

4

.

2

5

2

7

4

.

3

2

2

7

4

.

5

5

2

7

4

.

7

3

2

7

4

.

8

7

2

7

4

.

8

2

2

7

5

.

3

4

2

7

6

.

7

1

2

7

6

.

6

4

2

7

6

.

0

8

2

7

6

.

1

5

2

7

4

.

5

8

2

7

4

.

6

4

2

7

4

.

5

6

2

7

4

.

6

5

2

7

4

.

8

6

2

7

5

.

0

0

2

7

4

.

7

6

2

7

5

.

0

2

2

7

4

.

1

6

2

7

4

.

1

2

2

7

4

.

1

5

2

7

4

.

0

2

2

7

4

.

2

0

2

7

4

.

3

5

2

7

4

.

0

5

2

7

3

.

8

6

2

7

3

.

8

9

2

7

4

.

0

5

2

7

3

.

6

8

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

7

6

.

0

2

7

6

.

0

2

7

5

.

0

275.0

275.0

2

7

5

.

0

2

7

5

.

0

2

7

4

.0

2

7

4

.

0

2

7

4

.

0

2

7

6

.

5

276.5

2

7

6

.

5

2

7

6

.

5

275.5

2

7

5

.

5

275.5

2

7

4

.

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

5

.

9

6

2

7

5

.

9

5

2

7

6

.

0

0

2

7

6

.

1

0

2

7

6

.

1

8

2

7

6

.

2

9

2

7

6

.

5

2

2

7

6

.

3

4

2

7

6

.

3

9

2

7

6

.

6

2

2

7

6

.

2

3

2

7

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 &



-7

Filenam

e: K:\M


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:


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


piled from



pted to verify, w





prior to com

mencem

ent of w



Contractor.

Copyright ©


o part of this draw

ing m


or by any m

eans w

ithout the

written perm

ission of M


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














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


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

2

7

5

.

0

0

2

7

5

.

5

1

2

7

6

.

0

6

2

7

6

.

4

7

2

7

6

.

8

0

2

7

6

.

6

9

2

7

6

.

6

9

2

7

6

.

4

4

2

7

6

.

0

4

2

7

5

.

7

6

2

7

5

.

3

1

2

7

4

.

8

5

2

7

4

.

6

3

2

7

4

.

5

6

2

7

4

.

6

4

2

7

4

.

5

8

2

7

4

.

7

6

2

7

6

.

9

5

2

7

6

.

8

8

2

7

6

.

8

0

2

7

6

.

6

8

2

7

4

.

9

7

2

7

5

.

5

6

2

7

4

.

6

6

2

7

4

.

6

3

2

7

4

.

6

5

2

7

4

.

6

5

2

7

4

.

6

1

2

7

4

.

7

1

2

7

4

.

6

6

2

7

4

.

9

6

2

7

6

.

5

8

2

7

6

.

5

7

2

7

6

.

5

8

2

7

6

.

5

2

2

7

6

.

4

1

2

7

6

.

5

3

2

7

6

.

6

1

2

7

6

.

5

4

2

7

6

.

3

6

2

7

6

.

2

6

2

7

6

.

1

3

2

7

6

.

2

4

2

7

6

.

3

8

2

7

6

.

5

0

2

7

5

.

0

1

2

7

5

.

2

4

2

7

5

.

5

9

2

7

5

.

7

0

2

7

5

.

3

6

2

7

4

.

8

4

2

7

4

.

8

0

2

7

5

.

0

4

2

7

4

.

7

7

2

7

4

.

7

5

2

7

5

.

2

2

2

7

5

.

8

8

2

7

6

.

3

0

2

7

6

.

5

7

2

7

6

.

8

1

2

7

6

.

5

7

2

7

6

.

1

4

2

7

5

.

9

0

2

7

6

.

5

5

2

7

6

.

7

3

2

7

6

.

9

5

2

7

6

.

8

5

2

7

6

.

7

8

2

7

6

.

7

4

2

7

6

.

6

9

2

7

6

.

6

8

2

7

6

.

6

9

2

7

6

.

7

2

2

7

6

.

6

9

2

7

6

.

6

4

2

7

6

.

5

5

2

7

6

.

5

2

2

7

6

.

6

3

2

7

6

.

6

4

2

7

6

.

6

1

2

7

6

.

6

4

2

7

6

.

6

3

2

7

6

.

5

4

2

7

6

.

4

8

2

7

6

.

5

2

2

7

6

.

6

0

2

7

6

.

6

2

2

7

6

.

6

6

2

7

6

.

6

8

2

7

6

.

6

1

2

7

6

.

6

2

2

7

6

.

6

9

2

7

6

.

7

5

2

7

6

.

7

7

2

7

6

.

9

0

2

7

6

.

7

4

2

7

6

.

6

4

2

7

6

.

6

1

2

7

6

.

5

8

2

7

6

.

4

9

2

7

6

.

4

5

2

7

6

.

4

9

2

7

6

.

5

0

2

7

6

.

5

7

2

7

6

.

5

1

2

7

6

.

4

3

2

7

6

.

4

9

2

7

6

.

5

1

2

7

6

.

4

8

2

7

6

.

5

3

2

7

6

.

5

8

2

7

6

.

6

6

2

7

6

.

7

3

2

7

6

.

7

6

2

7

6

.

7

7

2

7

6

.

9

0

2

7

5

.

9

8

2

7

4

.

5

2

2

7

5

.

9

7

2

7

5

.

1

8

2

7

3

.

8

9

2

7

3

.

9

6

2

7

3

.

9

1

2

7

3

.

9

7

2

7

6

.

0

2

2

7

5

.

9

4

2

7

6

.

0

2

2

7

6

.

1

0

2

7

6

.

2

2

2

7

6

.

2

1

2

7

5

.

9

8

2

7

6

.

0

2

2

7

5

.

9

5

2

7

6

.

1

1

2

7

6

.

0

9

2

7

6

.

1

0

2

7

5

.

9

0

2

7

5

.

9

0

2

7

5

.

9

8

2

7

5

.

8

3

2

7

5

.

9

8

2

7

3

.

8

5

2

7

3

.

9

6

2

7

3

.

8

2

2

7

4

.

0

1

2

7

4

.

0

2

2

7

4

.

0

8

2

7

4

.

0

7

2

7

4

.

0

2

2

7

3

.

7

7

2

7

4

.

0

1

2

7

3

.

9

4

2

7

3

.

7

3

2

7

3

.

6

3

2

7

4

.

1

1

2

7

4

.

0

3

2

7

4

.

4

5

2

7

3

.

9

5

2

7

4

.

1

1

2

7

3

.

8

7

2

7

3

.

7

6

2

7

3

.

9

1

2

7

3

.

6

6

2

7

3

.

9

6

2

7

3

.

9

3

2

7

3

.

9

3

2

7

3

.

8

6

2

7

3

.

9

3

2

7

3

.

8

3

2

7

5

.

0

3

2

7

6

.

8

8

2

7

6

.

7

4

2

7

6

.

7

0

2

7

6

.

7

6

2

7

6

.

7

6

2

7

6

.

8

4

2

7

6

.

7

8

2

7

6

.

7

3

2

7

6

.

7

2

2

7

6

.

6

8

2

7

6

.

5

7

2

7

6

.

5

42

7

6

.

6

2

2

7

6

.

5

5

2

7

6

.

5

2

2

7

6

.

4

8

2

7

6

.

4

9

2

7

6

.

3

0

2

7

6

.

4

0

2

7

6

.

4

9

2

7

6

.

5

8

2

7

6

.

6

2

2

7

6

.

6

9

2

7

6

.

8

5

2

7

6

.

7

7

2

7

6

.

6

1

2

7

6

.

5

5

2

7

7

.

5

9

2

7

6

.

9

0

2

7

6

.

9

9

2

7

3

.

8

7

2

7

3

.

8

8

2

7

6

.

8

2

2

7

6

.

6

8

2

7

6

.

8

0

2

7

6

.

8

8

2

7

6

.

9

5

2

7

6

.

6

2

2

7

6

.

6

8

2

7

6

.

9

1

2

7

6

.

4

4

2

7

6

.

6

92

7

6

.

6

9

2

7

6

.

8

0

2

7

6

.

4

7

2

7

5

.

7

6

2

7

6

.

0

4

2

7

6

.

0

6

2

7

5

.

2

3

2

7

5

.

5

1

2

7

4

.

7

8

2

7

4

.

6

3

2

7

4

.

8

5

2

7

5

.

0

0

2

7

4

.

6

9

2

7

5

.

3

1

2

7

4

.

9

7

2

7

5

.

0

9

2

7

4

.

7

1

2

7

4

.

4

0

2

7

4

.

6

9

2

7

4

.

3

7

2

7

4

.

4

2

2

7

4

.

3

2

2

7

4

.

5

5

2

7

4

.

7

3

2

7

4

.

8

2

2

7

5

.

3

4

2

7

6

.

7

1

2

7

6

.

6

4

2

7

6

.

0

8

2

7

6

.

1

5

2

7

4

.

5

8

2

7

4

.

5

6

2

7

4

.

6

5

2

7

4

.

8

6

2

7

5

.

0

0

2

7

4

.

7

6

2

7

5

.

0

2

2

7

4

.

1

6

2

7

4

.

1

2

2

7

4

.

1

5

2

7

4

.

0

2

2

7

4

.

0

5

2

7

3

.

8

6

2

7

3

.

8

9

2

7

4

.

0

5

2

7

3

.

6

8

276.0

2

7

6

.

0

2

7

6

.

0

2

7

6

.

0

2

7

5

.

0

275.0

275.0

2

7

5

.

0

2

7

5

.

0

2

7

4

.0

2

7

4

.

0

2

7

4

.

0

2

7

6

.

5

276.5

2

7

6

.

5

2

7

6

.

5

275.5

2

7

5

.

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

.

0

0

2

7

6

.

1

0

2

7

6

.

1

8

2

7

6

.

2

9

2

7

6

.

5

2

2

7

6

.

3

4

2

7

6

.

3

9

2

7

6

.

6

2

2

7

6

.

2

3

2

7

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


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


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

%

2.0%

1.9%

1

.

1

%

8

.

1

%

2.0%

X

X

X

X

1

.0

%

3

.

0

%

1

.1

%

2

.

0

%

1.6%

3

.

9

%

2.0%

2

.

6

%

1

2

.0

%

3

.3

%

3

.

2

%

2

.

0

%

2.0%

2

.

0

%

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

.

4

%

2.0%

2.2%

3

.0

%

4.0%

5

.

0

%

2.0%

2

.

0

%

5.0%

2

.

0

%

2

.

0

%

1.0%

1.0%

2

.

0

%

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

.6

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

.4

5

TC=

276.30

2

7

6

.5

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

.

4

0

276.61

276.58

276.47

276.61

276.61

276.52

276.18

276.70

276.56

2

7

6

.

4

5

2

7

6

.

6

5

2

7

6

.

4

5

2

7

6

.0

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

0

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

7

6

.

6

7

2

7

6

.

6

7

2

7

6

.6

7

2

7

6

.

6

7

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 &



-7

Filenam

e: K:\M


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:


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


piled from



pted to verify, w





prior to com

mencem

ent of w



Contractor.

Copyright ©


o part of this draw

ing m


or by any m

eans w

ithout the

written perm

ission of M


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














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


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


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



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


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 &



-7

Filenam

e: K:\M


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:


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


piled from



pted to verify, w





prior to com

mencem

ent of w



Contractor.

Copyright ©


o part of this draw

ing m


or by any m

eans w

ithout the

written perm

ission of M


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














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


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.



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

Documents

Catchbasin Protection in Paved Area€¦ · 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,