Works and Services Bylaw No. 3948, 2024 [PDF/6.8MB]
Campbell River, British Columbia
This is the exact embedded text of the captured official document.
Snapshot 0b214231f904 · verified 2026-06-08 ·
original document ·
archived snapshot ·
unofficial consolidation, the official version is held by the municipal clerk.
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
1
WORKS AND SERVICES
BYLAW 3948, 2024
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
2
DISCLAIMER
Hyperlinks, internet addresses, QR codes and any material associated with, or accessed
through such links, do not form part of the bylaw and are provided as supplementary
material for convenience only. In the event of any query, dispute or legal challenge, a plain
text-only version of the bylaw is available and maintained as being the authoritative copy.
Unless an image, photograph or diagram is explicitly referred to in the text of the bylaw as
being part of the bylaw, any images, photographs and diagrams do not form part of this
bylaw and are provided as supplementary material for convenience only.
Cover photo by Toni Falk
The "QR code" to the left provides quick access to the Campbell River
website http://www.campbellriver.ca using a mobile QR code reader app.
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
3
ADOPTED June 4, 2024
P U R P O S E
This bylaw sets out to provide standards and regulations for the provision of works
and services required for subdivision and building permit development.
WORKS AND SERVICES
Bylaw No. 3948, 2024
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
4
C O N T E N T S
PART 1: Title ....................................................................................................................................... 5
PART 2: Definitions ............................................................................................................................. 5
PART 3: Applicability........................................................................................................................... 6
PART 4: Authorizations ....................................................................................................................... 7
PART 5: Works and Services ................................................................................................................ 7
PART 6: Construction Process .............................................................................................................. 8
PART 7: Appendices ............................................................................................................................ 9
PART 8: Severability ............................................................................................................................ 9
PART 9: Repeal ................................................................................................................................. 10
Appendix "A" City of Campbell River MMCD Supplemental ............................................................... 11
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
5
The Council of the City of Campbell River enacts as follows:
PART 1:
Title
1.1
This bylaw may be cited for all purposes as "Works and Services Bylaw 3948, 2024".
PART 2:
Definitions
2.1
Unless otherwise defined herein, all words or expressions in this Bylaw shall have the same
meaning as any similar words or expressions contained in the Land Title Act, the Community Charter,
the Local Government Act and the Strata Property Act; or if not referenced therein, then all words
or phrases shall have their common dictionary definition.
2.2
In this bylaw
Approving Officer means the person appointed by the City Council as Approving Officer pursuant to
the Land Title Act.
Building Permit means a permit issued under the Building Bylaw No. 3899, as amended or
superseded.
City means the City of Campbell River.
Contractor means a person engaged by an Owner or the City to construct Works and Services required
by this Bylaw.
Council means the elected council of the City.
Development includes the construction of any structure requiring a Building Permit, the subdivision
of lands, and any land improvement requiring the installation of Works and Services.
Development Engineering Manager means the person who is responsible to approve works and
servicing requirements.
Final Acceptance means the acceptance of Works and Services as certified by the Development
Engineering Manager, which may only be given once the Maintenance Period is over and the Works
and Services are performing as originally intended.
Frontage means a parcel boundary, or any portion of a parcel boundary, that abuts a Highway.
Highway means a roadway, pathway, walkway, trail, lane, bridge, road, thoroughfare, and any other
public way but excludes private easements, and access routes as defined in Strata Property
Regulations.
Lot Line Adjustment means the repositioning of parcel boundaries between two or more parcels
where no new parcels are created.
Maintenance Period means the one-year period during which a maintenance agreement remains in
force during which the Owner is required to make repairs to any Works and Services that fail to
perform as intended.
MMCD or Master Municipal Construction Documents means the most recent version of the
documents referenced within this bylaw that are issued by the Master Municipal Construction
Documents Association including any revisions issued by the Association, specifically the MMCD
Design Guidelines and MMCD Standards and Specifications
Owner means the registered owner of land on which the construction works are undertaken and
includes the owner's agent and contractor.
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
6
Panhandle means a parcel that utilizes a narrow piece of land to provide principle access and servicing
to the site. The minimum width of the panhandle portion of a lot shall be 6.0 meters.
Qualified Professional Engineer means a person who is registered or licensed to practice professional
engineering in British Columbia under the provisions of the Professional Governance Act with the
Engineers and Geoscientists of BC - who is responsible for the design and construction supervision
and certification of all required Works and Services.
Dwelling Unit is as defined in the Zoning Bylaw 3250, 2006 as amended or superseded.
Security means either cash or a clean, unconditional and irrevocable stand-by letter-of-credit that
provides for automatic renewals, drawn in favor of the City on a Canadian chartered bank or other
institution acceptable to the City, and in the form acceptable to the City.
Subdivision is as defined in the Land Title Act, and also includes a Lot Line Adjustment.
Works and Services means the works and services an owner of lands is required to provide under this
Bylaw, including all design, construction, installation and certification.
Works and Services Agreement means an agreement between the Owner and the City for the
construction and installation of Works and Services that are required under this bylaw and pursuant
to the Local Government Act.
PART 3:
Applicability
3.1
As a condition of the approval of a subdivision or issuance of a building permit the owner of the
land shall provide the Works and Services required by this bylaw to the satisfaction of the
Development Engineering Manager.
3.2
When any owner of land requests to install any new or modified Works and Services, they shall
be provided to the standards required by this bylaw to the satisfaction of the Development
Engineering Manager.
3.3
An Owner is not required to provide Works and Services in the case of:
a. a Lot Line Adjustment;
b. Where existing Works and Services have been previously constructed and maintained
to a condition reasonably consistent with the requirements of this Bylaw - however
Works and Services that are identified as being in poor condition in a City Asset
Management registry shall be required to be modified and/or replaced to standards
consistent with this bylaw;
c. Development authorized by a Building Permit that meets either of the following
conditions:
i. The permit will result in two or less dwelling units on the same parcel- with
the exception of meeting water meter requirements as specified in the City
Water Bylaw.
ii. The permit does not increase the gross floor area of an existing building.
3.4
The Approving Officer, in their sole discretion, may determine that Works and Services required
by this bylaw can be deferred to a future date. In such cases, the Approving Officer may require
the registration of a restrictive covenant under Section 219 of the Land Title Act restricting
further development on the lands until the works and services are complete.
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
7
3.5
In lieu of constructing or altering Works and Services required by this bylaw, the Development
Engineering Manager may require an Owner to pay cash-in-lieu if the City determines on the
basis of sound civil engineering practice or cost considerations that the works should be
constructed or altered at a later time. The amount shall be 125% of the cost of constructing or
altering the Works and Services as of the time of subdivision approval or issuance of building
permit and shall be based on a Qualified Professional Engineer's Class B cost estimate (as
defined in the current edition of the 'Budget Guidelines for Consulting Engineering Services' by
Engineers and Geoscientist BC (current edition).
PART 4:
Authorizations
4.1
Council delegates to the Approving Officer Council's powers, duties, and functions to:
a.
determine the extent of works and services to be provided as a condition of subdivision
or issuance of a building permit, on that portion of a highway immediately adjacent to
the site being subdivided or developed, up to the centre line of the highway.
b.
require excess or extended services under section 507 of the Local Government Act.
c.
execute Works and Services Agreements and latecomer agreements on behalf of the
City.
d.
exempt a parcel(s) from the statutory minimum highway frontage required in section
512(1) of the Local Government Act or the City's Zoning Bylaw.
4.2
Council delegates to the Development Engineering Manager the authority to:
a.
update the City of Campbell River Approved Products List outlining materials and
products acceptable for Owners to use in construction.
b.
update the City of Campbell River Data Standards Document outlining the required
types and format of data the Qualified Professional Engineer is required to submit for
new and/or modified infrastructure for purposes of asset management and
documentation.
c.
create and modify application forms and schedules required for subdivision and
development approval under this bylaw.
PART 5:
Works and Services
5.1
The works and services include but are not limited to:
a.
highways and lanes, boulevards including, without limitation, street trees, boulevard
landscaping, irrigation, culverts, transit bays, sidewalks, walkways and pathways,
cycling facilities, fences, bridges, retaining walls, curbs and gutters, traffic signs and
signals, street lighting and conduit and vaults for underground wiring;
b.
waterworks systems connected to the City's water distribution system including,
without limitation, pipes, service connections, fire hydrant systems, valves and valve
chambers, meters and meter chambers, pump stations and reservoirs;
c.
sewage collection systems connected to the City's sewage collection system including,
without limitation, pipes, service connections, inspection chambers, lift stations,
manholes and sewage holding facilities;
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
8
d.
drainage systems connected to the City's drainage collection system including, without
limitation, pipes, service connections, inspection chambers, catch basins, manholes,
ditches, flow control systems, stormwater retention and detention facilities, and
environmental control facilities.
e.
the undergrounding of all wiring for all new highways and for all Development with
existing overhead wiring on any frontage it has with Island Highway and Island
Highway South from St. Ann's Road to Colorado Drive.
5.2
The Works and Services required by this bylaw shall:
a.
be designed by a Qualified Professional Engineer in accordance with this Bylaw and
b.
adhere to all other City Bylaws, Provincial and Federal Requirements. A Qualified
Professional Engineer is required to provide engineering services during construction,
including but not limited to field inspection and preparing and certifying record
drawings.
c.
be designed and constructed at the cost of the Owner to the standards set out in
Appendix A.
d.
have data and documentation provided to the City as described in the City of Campbell
River Data Standards Document.
5.3
The works and services required by this bylaw shall be located in dedicated highways, except as
might otherwise be authorized by the Approving Officer or Development Engineering Manager,
in which case the works and services shall be located within a statutory right of way of sufficient
width and on terms satisfactory to the Approving Officer or Development Engineering Manager,
acting reasonably.
5.4
The Owner shall grant to the City all necessary Statutory Rights of Way, covenants and any other
legal charges and shall pay for the cost of the legal surveys, legal fees, and registration of all
documents a may be required by the Approving Officer or Development Engineering Manager.
For boulevard street trees required by this Bylaw, the Owner may choose to pay to the City, in
lieu of installing and maintaining the street trees, a fee in the amount of $1500 per tree prior to
final approval that the City will apply towards undertaking the street tree installation and
maintenance at a future date.
PART 6:
Construction Process
6.1
The Owner, in association with a Qualified Professional Engineer, is responsible for providing all
reports, designs, specifications and supporting documentation related to the supply of all
required Works and Services for any subdivision or building permit and for coordinating design
and construction work with all works and services provided by other required 3rd party utilities
(gas / electrical / telecommunications), all in consultation with the City. City review of design
shall not relieve the Owner from obtaining such other permits as may be required by other
statute, regulation or Bylaw.
6.2
Following approval of submitted design documentation and prior to construction schedule a
pre-construction meeting with City staff.
6.3
Following construction of required Works and Services the Qualified Professional Engineer shall
perform a completion walkthrough with the City and provide to the City an Infrastructure
Acceptance Submission that includes submittals as outlined in the City of Campbell River Data
Standards Document.
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
9
6.4
Securities for all outstanding or deficient Works and Services will be required prior to final
subdivision approval and/or prior to issuance of any building permits. The security is to include
the preparation of record drawings or documentation and shall be in the amount of 125% of the
cost of the outstanding or deficient Works and Services (as estimated and signed off on by the
Qualified Professional Engineer and accepted by the Development Engineering Manager).
6.5
Securities are required for the repair of or remedying during the Maintenance Period of
deficiencies for all Works and Services completed by a Development in accordance with this
bylaw, in the amount of the greater of $3,000 or 5% of the estimated total construction cost of
the Works and Services (as estimated and signed off on by the Qualified Professional Engineer
and accepted by the Development Engineering Manager).
6.6
The Development Engineering Manager may issue a Certificate of Completion or Certificate of
Partial Completion where deficiencies are identified, upon receipt of a request from a Qualified
Professional Engineer certifying that the construction, installation, and inspection of all Works
and Services is completed.
6.7
The Owner shall enter into a Maintenance Agreement with the City for a period of one year.
a.
The warranty period for Works and Services located on newly dedicated Highways shall
commence on the date of registration at Land Titles. The warranty period for Works and
Services located on existing Highways shall commence once the Qualified Professional
Engineer has undertaken a completion walkthrough with City staff and the works have
been verified to be substantially complete.
b.
An acceptance walkthrough shall be scheduled with City staff no less than one month
prior to the end of the maintenance period. All infrastructure is required to be visible
for inspection.
c.
Following an acceptance walkthrough at the end of the maintenance period, the
Qualified Professional Engineer shall provide a signed letter to the City confirming that
the Works and Services substantially meets City standards and specifications, and that
no deficiencies remain. Should there be deficiencies, the Qualified Professional Engineer
shall state when they will be corrected and notify the City upon their rectification.
d.
The Security or balance thereof shall be returned to the Security provider upon
satisfactory Completion of the Maintenance Period.
e.
The City retains the right to extend the maintenance period for an additional year for
any Works and Services that are completed, altered or otherwise modified during and
following the Maintenance Period.
PART 7:
Appendices
7.1
The following appendices are attached to and form part of this bylaw.
a.
Appendix A - City of Campbell River MMCD Supplemental Design Guidelines
PART 8:
Severability
8.1
The provisions of this bylaw are intended to be severable. If any section, subsection,
paragraph, clause, phrase or word within this bylaw is for any reason held to be invalid by
the decision of a court or competent jurisdiction that finding should not be construed as
affecting the validity of any other part of the bylaw.
PART 9:
Repea l
9.1
"Subdivision and Development Servicing Bylaw 3419, 2 010 as amended, is hereby repealed.
READ THE FIRST TIME this
23
day of
May,
2024
READ THE SECOND TIME this
23
day of
May,
2024
READ THE THIRD TIME this
23
day of
May,
2024
ADOPTED this
4
day of
June,
2024
Signed by the Mayor and Corporate Officer this
4
day of
June,
2024
lfilW
Kermit Dahl, MAYOR
irs n, CORPORATE OFFICER
10
City of Campbell River I WORKS AND SERVICES BYLAW NO. 3948, 2024
City of Campbell River | WORKS AND SERVICES BYLAW NO. 3948, 2024
11
Appendix "A" City of Campbell River MMCD Supplemental
The standards of this Bylaw are per the MMCD consisting of the Design Guidelines (current edition) and Volume II -
General Conditions, Specification and Standard Detail Drawings (2019 MMCD Edition or current edition as applicable),
subject any specifically enumerated exceptions in the following supplementals.
SUPPLEMENTARY DESIGN GUIDELINES
GENERAL DESIGN CONSIDERATIONS
CITY OF CAMPBELL RIVER
GENERAL DESIGN CONSIDERATIONS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 2
1.0
GENERAL DESIGN CONSIDERATIONS
1.4
Utility Rights- Of-
Way
Add to Section
Manholes, mains, and other Public Works structures
must be installed in a designated Right-of-Way and not
on private land. Under special circumstances, the City
may approve a structure to be installed on private land
if all other options have been demonstrably
exhausted.
When located outside of the public Road Right-of-
Way, any new municipally maintained sanitary or
stormwater manhole, inlet, sediment sump, outlet,
emergency
overflow,
and
any
other
related
infrastructure requiring maintenance is required to
meet the following parameters for access:
A minimum 4.0 m wide vehicle access shall be
constructed. The access road is required to end
no further than 1.0 m from the infrastructure.
The maximum grade of the access shall be 8%.
The access road shall have no horizontal bends
exceeding a 12.0 m horizontal radius from
centreline.
Crossfall of the access road should be 2%
The access road shall be capable of supporting a
tandem axle 60,000 lb flush track and be finished
with gravel, geogrid, or other material suitable for
all weather access.
Maintenance vehicles for which access is intended
includes tandem-axle service trucks.
SUPPLEMENTARY DESIGN GUIDELINES
WATER DISTRIBUTION
CITY OF CAMPBELL RIVER
WATER DISTRIBUTION
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 4
2.0
WATER DISTRIBUTION
2.2
Metering
Replace Section
The water meter setter size shall be 19mm for all
single-family residential homes without fire sprinklers
unless there is a demonstrated need for a larger meter.
All other meters must be sized in accordance with
AWWA M22 and form contained in Appendix A. It
should be noted that this methodology is based on the
fixture value method and not the fixture unit method
employed in the BC Building Code for piping within
buildings.
The maximum operating range for a water meter shall
be less than 80% of the maximum instantaneous flow
capacity as outlined by the meter manufacturer, with
a maximum pressure loss of 48 kPa at the design flow
rate. The size selection must not compromise the
operating range or the long-term life of the meter and
must ensure that pressures supplied to property are
appropriate for the intended use.
For developments that are proposed to be phased, the
meter chamber and piping must be sized for the meter
required for the ultimate buildout of the development.
However, the initial meter installed must also be sized
to accurately capture the range of flows for the first
phase.
The Qualified Professional Engineer must ensure the
meter selection and installation requirements are
appropriate for the designed application.
Private fire suppression systems should be protected
by DCDA (Double Check Detector Assembly) complete
with meter per the City's Approved Products List.
Water service meters shall be located within the Public
Road Right of Way and should be located 300mm off
the property line on the public side. Where there is
insufficient space available within the public road
right-of-way, the meter and chamber may be partly or
entirely located on private property, but shall be
placed as close to the property line as possible.
CITY OF CAMPBELL RIVER
WATER DISTRIBUTION
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 5
Water meters may alternatively be placed within a
building mechanical room if all the following
conditions are met:
1. Provide verification via a signed and sealed
memo from a Qualified Professional Engineer
that sizing information for the meter and cross
connection control is based on the building's
actual design flows.
2. No water lines (excluding dedicated fire flow
lines) are teed off the service before the
domestic backflow prevention.
3. The development site does not have existing
or proposed on-site private fire hydrants.
4. The civil design drawings include a note stating
that meter and backflow prevention are
located inside the building and to refer to
mechanical drawings.
5. An acceptable mechanical room schematic is
provided that allocates sufficient room and
access for the water meter.
6. The water meter signal must be sufficiently
strong to be remotely read by City staff from
the road frontage. If required, an external
antenna is to be provided and installed on the
building exterior that is connected to the radio
read meter(s).
Water service installations are to follow typical
installation requirements noted in the Supplemental
Detail Drawings CR-W2a, CR-W2e, and CR-W2f as
applicable. A 19mm meter setter may be utilized on a
25mm service.
Rigid insulation meeting an R value of 5 is required on
the underside of the water meter lid.
2.3
Per Capita
Demand
Replace Section
In the absence of reliable water consumption records,
the following per capita demands shall be applied to
future residential development.
Average annual daily demand (ADD) - 400 L/c/d
Maximum day demand (MDD) - 2100 L/c/d
Peak hour demand (PHD) - 3000 L/c/d
2.4
Non-Residential
Demand
Replace Section
Commercial, industrial and institutional demands
should be determined using specific data related to the
development or zoning. In the absence of such data, or
CITY OF CAMPBELL RIVER
WATER DISTRIBUTION
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 6
municipal regulations, use the following for maximum
day demands:
Commercial/Institutional: 22,500 litres per
hectare per day
Industrial: 100,000 litres per hectare per day
Note that the above rates do not include outdoor
irrigation and assume that all connections are
metered.
2.7
Water Pressure
Replace Section
Maximum allowable pressure
850 kPa (123 psi)
Minimum pressure at Peak Hour
Demand (PHD)
300 kPa (44 psi)
Minimum pressure in system
during design Maximum Day
Demand
plus
Fire
Flow
(MDD+FF)
150 kPa (22psi)
Where the maximum pressure exceeds 515 kPa
(75psi), service connections must be individually
protected by pressure reducing valves located at the
buildings being served. Designers to note properties on
service cards and record drawings where pressure
exceeds 515 kPa (75 psi).
Determination of pressure limits should include
consideration of property elevation relative to street
level.
2.8
Hydraulic Design
Add
The Engineer of Records shall apply the results from
the water model into their design accordingly.
2.9
Minimum Pipe
Diameter
Delete
Add
Service connections:
19mm
With fire sprinklers:
37mm (single family
residential)
With fire sprinklers:
50mm (other than
single family residential)
Service connections:
25mm minimum
Service diameter for buildings with fire sprinklers to be
determined on a case by case basis based on fire flow
demand.
2.11
Minimum Depth
of Cover
Add
Conduits of non-ferrous material and ductile iron
buried underground shall have tracing wire buried in
CITY OF CAMPBELL RIVER
WATER DISTRIBUTION
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 7
the trench. Tracing wire shall be taped directly on the
pipe in a manner that a continuous tract results.
2.13
Corrosion
Protection
Replace Section
Cathodic protection is required for any metal pipes or
appurtenance unless soil analysis provided by a
Qualified Professional Engineer proves that the soil is
non-corrosive.
2.14
Valves
Replace Section
In general, valves should be located as follows:
In intersections in a cluster at the pipe
intersection, directly attached to fittings on the
downstream sides
Minimum three valves at 'X' intersections
Minimum two valves at 'T' intersections
Not more than 20 service connections isolated
Not more than 200 m apart (except on feeder
mains where spacing can be increased to 800 m)
Not more than 1 hydrant isolated.
All valves shall be gate valves of the same size as the
main - however if the Qualified Engineering Professional
verifies
that
flow
is unaffected
the
following
consideration may optionally be utilized:
The main line valves on mains 350 mm and 400
mm may be smaller by one size with the use of
proper reducers.
The main line valves on mains 450 mm diameter
and larger may be smaller by two sizes with the
use of proper reducers.
2.15
Hydrants
Add Bullet
At least 1.0 m side clearance and 1.5 m front
clearance from any driveways.
Located a minimum of 60 meters from the end
of cul-de-sacs/dead end roads.
2.16
Blow Offs and
Blow Downs
Add
Provide a valve box per detail CR-W2e and as identified
in detail CR-W8.
2.19
Thrust Restraint
Add
Precast thrust blocks are not permitted except in
combination with joint restraints and as approved by the
City.
CITY OF CAMPBELL RIVER
WATER DISTRIBUTION
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 8
2.21
Service
Connections
Replace Section
Service connection with water meters shall be installed
to all new parcels of the development including public
irrigation systems. Size should be calculated on the basis
of the designated land use including sprinkler systems,
public irrigation and/or on-site hydrants, where
applicable. Sizing to take into account the full
development potential of the land. The minimum size is
outlined in 2.9 - Minimum Pipe Diameter.
Service connections must be installed perpendicular to
the water main without horizontal bends. Service
connections at cul-de-sacs are required to cross the
property line at 90 degrees, but may have bends in the
service when required.
Only one service connection and consumption meter is
allowed per lot.
Water meters shall be included on each service and be
as outlined in 2.2.
Private fire suppression systems should be protected by
DCDA and complete with meters as outlined in 2.2.
Service connections that are decommissioned shall be
disconnected at the main.
2.22
Alignments and
Corridors
Replace Section
On straight roads, water mains should have straight
alignments with uniform offsets between intersections.
For curved roads and alignments, design joint
deflections shall be limited to half the maximum
deflection specified by the pipe manufacturer. Pipe
alignment to be at a parallel offset with an established
road right-of-way or property line.
Mains on new roads must be located as indicated in the
applicable Standard Detail Drawings CR-R101, CR-R102,
CR-R103, CR-R104 and CR-R105.
2.23
Reservoirs
Add to Section
In addition to these minimum standards further design
considerations are to be determined on a case by case
basis with City staff.
2.24
Pump Stations
Add to Section
In addition to these minimum standards further design
considerations are to be determined on a case by case
basis with City staff.
CITY OF CAMPBELL RIVER
WATER DISTRIBUTION
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 9
2.25
Pressure
Reducing Valve
(PRV) Stations
Add to Section
In addition to these minimum standards further design
considerations are to be determined on a case by case
basis with City staff.
2.26
Abandonment
Add Section
When 150 mm or greater AC (Asbestos Cement) mains
are to be abandoned as part of the works, fitting shall
be removed and the mains shall be filled with grout or
CDF (Controlled Density Fill).
2.27
Cross Connection
Control
Add Section
There shall be no connection between a public water
system and private water system permitted without an
approved cross connection control device between the
systems.
All
backflow
protection
assemblies
shall
be
manufactured in accordance with the American
Waterworks Standards AWWA/ANSI C510-92 Standard
for
Double
Check
Valve
Backflow
Prevention
Assemblies, AWWA/ANSI C511-92 Standard For
Reduced Pressure Principle Backflow Prevention
Assemblies, and AWWA/ANSI Standard for Dual Check
Backflow Prevention Assemblies. Double Check and
Reduced Pressure Principle Backflow Prevention
Assemblies shall have isolation valves with ports
suitable to allow testing.
2.28
Facility Site
Requirements
Add Section
Paved vehicular access must be provided to all
reservoirs and pump stations. The minimum standard
must be for an emergency access road as show in the
Standard Drawings, with drainage provisions as may be
required.
Provisions shall be made for vehicle turn-around and
crane access.
Provide site grading and landscape plans that identify
drainage issues, retaining walls, and site safety issues.
SUPPLEMENTARY DESIGN GUIDELINES
SANITARY SEWERS
CITY OF CAMPBELL RIVER
SANITARY SEWERS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 11
3.0
SANITARY SEWERS
3.1
General
Add
In absence of a City sanitary sewer model, a
downstream capacity analysis will be required to
assess the impact of sewage discharge on the
downstream system to the nearest downstream lift
station for any new development where design Peak
Wet Weather Flows are greater than 0.75 l/s.
Where City sanitary modeling is available, all
development is required to verify the impact of new
sewage discharge via modeling analysis.
3.10
Minimum Pipe
Diameter
Delete
Replace with
Add
Delete Condition
Replace with
Collector sewers should be designed flowing 80% full
(d/D=0.8). The exception to this is trunk sewers where
specific requirements should be conformed with the
local authority.
New or upgraded sewers must be designed to satisfy
the following parameters:
200mm diameter: d/D < 0.5.
250mm diameter: d/D < 0.6.
300mm diameter and greater: d/D < 0.7.
Where confirmed by the City's sanitary modeling, a
proposed development will trigger a downstream /
offsite sanitary pipe upgrade where the model
identifies that the pipe is full flow (q/Qfull is greater
than 1.0) and there is surcharging at the upstream
end of the pipe. A Qualified Engineering Professional
may alter the upgrade requirement(s) if they provide
a substantiated analysis (complete with flow
monitoring) showing the identified conditions are
incorrect and capacity exists for the development.
Collector sewers: 200 mm except for the upstream
section of a residential sewer where future extension
is not possible, in which case 150 mm is acceptable.
Gravity sewers: 200 mm minimum diameter.
3.11
Minimum Grade
Replace Section
The minimum grade shall be that which will result in a
minimum velocity of 0.60 metres/second flowing full
or half full. For sections of the sanitary sewer that serve
a design population of 25 people or less the minimum
grade shall be 0.75 %.
CITY OF CAMPBELL RIVER
SANITARY SEWERS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 12
Minimum velocities need to be met for both buildout
scenarios and interim scenarios.
3.12
Curved Sewers
Delete
Replace with
Add
Joint deflection not to exceed 75% of maximum
recommended by pipe manufacturer.
Joint deflection not to exceed 60% of maximum
recommended by pipe manufacturer.
Only one curve, vertical or horizontal, shall be
permitted between adjacent manholes. Vertical curves
should be avoided.
3.14.1 Locations
Delete Bullet
Replace with
150 m maximum spacing
125 m maximum spacing
3.14.2 Hydraulic Details
Add bullet
Table 3.14 Delete
Replace with
1200mm manholes to be used in all instances
Deflections within manholes should not
exceed 90 degrees, and shall in no case
exceed 110 degrees.
*Inside drop may be used if specifically approved by
the local authority
Inside drops are not permitted.
3.16 Service Connections
Delete
Add
Every legal lot and each unit of a residential duplex
should be provided with a separate service connection.
Every legal lot should be provided with a separate
service connection. The same service connection can
service a residential duplex or carriage house on the
property.
Concrete Brooks Box with Cast Iron Traffic Cover to be
installed on all services.
Owner to install temporary plug on all sewer services.
City to remove at time of connection.
3.16.4 Details
Add bullet
Services that are decommissioned shall be
disconnected at the main. If the service
disconnection is temporary and will be
reused with a pending development then
CITY OF CAMPBELL RIVER
SANITARY SEWERS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 13
it may be disconnected at the property
line.
3.18
Pump Stations
Add to Section
In addition to these minimum standards further design
considerations are to be determined on a case by case
basis with City staff.
SUPPLEMENTARY DESIGN GUIDELINES
STORMWATER MANAGEMENT
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 15
4.0
STORMWATER MANAGEMENT
4.2
Integrated
Stormwater
Management Plan
(ISMP)
Delete
Replace with
Designers should consult with the approving
authorities to determine the specific requirements
that will govern design of the stormwater controls for
their project.
Designers should utilize the requirements within the
City of Campbell River's ISMP's in conjunction with
these guidelines. Requirements noted in applicable
ISMPs that are dated after the date of this Bylaw shall
take precedence over requirements noted in this
Bylaw.
4.3.1
Applicable
Regulatory Policies and
Guidelines
Add to Section
City
of
Campbell
River
Environmental
Protection Bylaw.
City of Campbell River Storm Drain Systems
Connection Bylaw.
BC Water Quality Guidelines
Canada Environmental Quality Guidelines
4.3.2.1 Flood Risk
Management
Minor System
Delete and
replace with
Major System
Delete and
replace with
Consists of storm sewers, gutters, catch basins,
driveways and local road culverts and local roadside
ditches, to be designed to capture, convey, treat, or
modify flows up to the 1:5 year return period storm
event.
Consists of surface flood paths, roadways, trunk storm
sewers and culvert crossings under collector roads,
arterial roads and provincial highways, watercourse
and bypass structures for onsite and offsite
stormwater management facilities, to be designed to
safely convey design flows up to and including the
1:100 year return period storm event.
Confirmation is required that the depth and velocity
along the major system flow path can be
accommodated
without
negatively
impacting
downstream properties. Alternatively with City
approval a Development may optionally design the
stormwater facility to limit post-development peak
runoff to the 100 year pre-development for the 24-
hour storm.
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 16
If required to accommodate low building elevations,
and if approved, a piped minor system may be
enlarged or supplemented to accommodate major
flows.
4.3.2.2 Stormwater
Detention and Flow Rate
Control
Add
All stormwater facilities shall be designed to limit post-
development peak runoff (for all design storm
durations) to 50% of the pre-development peak runoff
for the 24-hour Mean Annual Rainfall (MAR) (1/2 of
60mm, or 30mm in 24 hours), and to not exceed the
5-year recurrence Pre-Development Peak Runoff for
the 24-hour storm. Pre-Development Peak Runoff is
defined as the runoff leaving the site based on the land
use with the highest permeability over the previous 5
years.
Capture 50% of the 24-hour Mean Annual
Rainfall (MAR) (1/2 of 60mm, or 30mm in 24
hours) for infiltration, evaporation, or re-use.
Pre-development flows for disturbed areas
shall be based on the land's natural state. This
is typically defined as forested, unless it can be
shown that another condition is applicable.
For new developments and re-developments that
eventually discharge into a creek, river, or wetland
system, runoff volume controls are required to
prevent erosion and shall recognize both peak flow
rates and the duration of the peak flows.
Preferably, post-development 5 year peak flows shall
be controlled to the 5 year pre-development level
such
that
the
post-development
hydrographs
emulates the pre-development hydrographs for the 5
year return period. At a minimum, the post-
development hydrograph shall show that:
(a) The peak flow does not exceed the pre-
development peak flow.
(b) The duration of the peak flow does not
exceed
the
duration
of
the
pre-
development peak flow.
Overland escape routes must be provided to account
for storms up to 1 in 100 year return period in a
manner that does not result in negative downstream
impact.
Alternatively
with
City
approval
a
Development may optionally design the stormwater
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 17
facility to limit post-development peak runoff to the
100 year pre-development for the 24-hour storm.
Discharge at the downstream watercourse shall
comply with the City's Environmental Protection
Bylaw and the BC Water Quality Guidelines regarding
watercourses and storm drainage systems, and shall
be done to prevent erosion to streambeds and
streambanks. New flows from development entering
natural systems shall be confirmed to not increase
flood risk to downstream properties or adversely
affect the receiving ditch or channel.
4.3.2.3 Stormwater
Quantity and Quality
Control
Delete Section
and Replace with
the Following:
Stormwater Management Systems are to be used to
capture rainfall on development lots and roadways.
Captured rainfall volume should be infiltrated,
evapotranspired, and/or re-used at the source. This is
to promote the natural water balance and hydrology
Designs shall incorporate infiltration such that the
following is achieved:
No direct runoff from impervious surface
areas for storm events with rainfall depths up
to one half the 24-hour Mean Annual Rainfall
(MAR) (1/2 of 60mm, or 30mm in 24 hours).
In Steep Slope Development Permit areas, drainage
shall be directly discharged into piped storm systems.
The infiltration potential is not consistent across the
City, therefore infrastructure will need to be sized to
suit local conditions. It is understood that in some
cases 30 mm of infiltration may not be achievable in
24 hours. In such cases, management systems shall be
sized to temporarily store the 30 mm, maximize
infiltration and evapotranspiration potential, and
allow some extent of discharge provided it's in the
form of seepage and not direct runoff ('seepage'
meaning the flow of water in a permeable medium
and 'direct runoff' meaning stormwater drainage that
is
collected
and
conveyed
away
from
the
development). This could include but not be limited to
planting areas, topsoiled areas, and other impervious
surfaces.
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 18
4.4
Stormwater
Management
Plan
Add bullet
Show that major storm systems do not
negatively
impact
any
properties
downstream.
Modify Bullet
Existing
watercourse
features,
including
environmental classifications and applicable
setbacks as determined by a Qualified
Professional Engineer.
4.10
Hydrograph
Method
4.10.1 Model Selection
Delete
Replace with
The local approval authority should be consulted
before selecting a particular software program.
The City of Campbell River shall be consulted before
selecting a model not SWMM-based.
4.11.3 Flow Velocities
Modify Bullet
Minimum - 0.75 m/s
4.11.7 Minimum Pipe
Diameter
Delete bullet
Replace with
Service Connections
Residential
100 mm
Commercial
150 mm
Service Connections
150 mm
4.11.12 Manholes
Delete bullets
Replace with
Add
Table 4.9.12
Delete
Replace with
150 m maximum spacing for pipes smaller
than 900 mm diameter
250 m maximum spacing for pipes 900
mm diameter and larger.
125 m maximum spacing for all pipes.
Manholes shall be sized in accordance
with MMCD Standard Detail Drawing S1.
Manholes with depths of 3 meters or
greater shall have a minimum inside
diameter of 1200 mm.
*Inside drop may be used if specifically approved by
the local authority.
Inside drops are not permitted. Vertical drops of 0.25
m to 0.60 m should be avoided by adjusting sewer
gradients.
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 19
4.11.13 Catch Basins
Delete
Replace with
As a general rule, space catch basins to drain
maximum paved areas of:
500 m2 on roads with grades up to 3%
350 m2 on roads with grades greater than
3%
As a general rule, space catch basins to drain
maximum paved areas of:
500 m2 on roads with grades up to 2%
350 m2 on roads with grades greater than
2%
Add to Section
Lawn basins and subdrains may be accepted within
boulevard where subgrade seepage is encountered.
Subdrain system shall be designed with a minimum
pipe size of 100 mm, including cleanouts every 30 m
(maximum) and be connected to a lawn basin that is
directly connected to the storm sewer as per the
requirements of this section.
4.11.14 Service
Connections
Delete
Replace with
Add
Minimum pipe sizes are as indicated in Section 4.11.5,
Minimum Pipe Diameter
Minimum service connection size is 150 mm diameter.
Service
that
are
decommissioned
shall
be
disconnected and capped at the property line.
Inspection chambers per MMCD Drawing S9 and S10
are required.
Service connections shall be connected to
the main with a wye connection. Tapping
saddles are permitted on existing mains
and on mains 375 mm and larger.
4.14
Dike Protection
Add to Section
Dikes within the Public Road Right of Way are not
permitted.
4.15
Best
Management
Practices (BMPs)
for Runoff
Control
4.15.1 General
Add to Section
The application of Best Management Practices is
encouraged on individual properties and will be
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 20
considered on a case by case basis for installation on
City land where practical and supported by the City's
capacity for maintenance and operations.
All stormwater facilities intended to be maintained
and operated by the City requires the Qualified
Professional Engineer to provide a maintenance
manual that includes operating, maintenance, and
monitoring procedures, as well as the following
information where applicable:
Record drawings of the completed facility.
A description of the facility operation including
design flows, design depths, and schematic
diagrams of the inlet and outlet structures,
connections,
controls,
valves,
bypass,
overflows, etc.
Applicable vegetation maintenance.
Applicable environmental regulations and best
management practices.
Recommended monitoring and inspection
schedule, including a list of manufacturer's
operation, service, and repair instruction and
parts list.
Calculations for sediment yield / discharge.
4.15.3 Source Controls
Add to Section
Wherever viable, provide Stormwater Source Control
measures designed by a Qualified Professional
Engineer and incorporate into the development to
meet the requirements of the Integrated Stormwater
Management Plans for the applicable watershed area.
Cross reference with Section 4.3.2.3 where an
Integrated Stormwater Management Plan does not
apply.
4.15.7 Pre-Treatment
Controls
Delete Mechanical
Separators and
replace with the
following
Mechanical Separators are the most commonly
applied and are generally suitable for treating flows
from paved parking areas as an alternate to landscape
based BMP's. Where required to be installed by the
City's Environmental Protection Bylaw (or other City
Bylaws), the installation of Oil / Grit Separators shall
meet the following criteria (or equivalent per
manufacturer specifications):
Treat 50% of the mean annual rainfall volume
(30 mm over 24 hours).
Provide an internal high flow bypass that
regulates the flow rate into the treatment
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 21
chamber and conveys high flows (10% or less
of the annual runoff volume) directly to the
outlet such that scour and re-suspension of
material previously collected does not occur.
Be capable of removing 80% of the total
suspended sediment load (TSS), for particles 50
microns and larger and associated pollutants
attached to those sediments, including low
levels of petroleum hydrocarbons (oil, grease,
and polycyclic aromatic hydrocarbons (PAHs)).
Be capable of removing 95% of the floatable
free oil.
Design calculations for sizing the structure shall
be based on the drainage area, historic rainfall
data.
Maintenance access both to and within the
structure
shall
be
provided
so
that
accumulated oils and sediments can be readily
removed with a vacuum truck.
The Oil/Grit separator shall be enclosed in a
concrete manhole or vault structure. The
structure and lid shall meet H20 loading.
Concrete joints shall be oil resistant and water
tight.
4.15.9 End-of-Pipe
Measures
Add to Section
The use of end of pipe measures shall be minimized by
documenting that the development has explored the
implementation of source, on-site, and conveyance
controls.
Add to Dry and
Wet Detention
Ponds
Ponds to be operated by the City shall be
located
on
public
property
and shall
encompass the entirety of the pond structures
as well as the maintenance access roads.
The emergency spillway shall be designed to
accommodate the post-development run-off
generated by a 1:100 year storm event. The
discharge path from the wet detention pond
to the receiving environment shall be
adequately protected from erosion.
For wet detention ponds, the depth of the
permanent low level pool shall be maintained
between 0.6 m and 1.2 m. The maximum
depth of water during storm events shall not
exceed 2.5 m.
A minimum freeboard of 0.3 m shall be
provided above the designed maximum water
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 22
level
with activation of the emergency
spillway.
Each pond shall have a sediment forebay
immediately downstream of the inlet. The
forebay shall consist of a separate cell, formed
by an acceptable barrier, upstream of the low
flow channel and be designed to remove
sediment for up to a 1:2 year event. The
forebay shall have a maximum depth of 1.2 m
and be designed with a non-erosive outlet.
The wet detention pond shape combined with
meandering channels in the permanent low
level pool shall maximize the distance
between the inlet and the outlet.
The wet detention pond walls shall be
constructed with an interior side slope of 7
(horizontal) to 1 (vertical) for highwater level
down to a depth of 0.43 m, with the remaining
side slope of 4 (horizontal) to 1 (vertical). The
exterior side slope shall be constructed with
minimum slope of 3 (horizontal) to 1 (vertical).
The top of the detention pond bank should be
a minimum width of 4.0 m.
A pretreatment sump is to be provided at the
inlet to the wet detention pond.
An oil/water separator structure or equivalent
source control treatment set of BMPs such as
infiltration swales, pervious pavements, or
rain gardens is to be installed upstream of the
pond inlet.
The flow control structure is to be constructed
with a removable orifice plate sized to restrict
flows to the pre-development 1:5 year storm
event, and a riser sized to handle the post-
development 1:100 year storm event.
The flow control structure shall be located
within a lockable manhole positioned within
the embankment for purpose of maintenance,
access, safety and aesthetics.
The design of the outfall structure shall be
determined based on the exit velocity of
stormwater runoff from the wet detention
pond.
Safety is to be provided by managing the
contours of the wet detention pond to
eliminate drop-offs and other hazards
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 23
The safety bench, located at the toe of the
side-slopes leading to the permanent low level
pool, is to be 2 m wide with a maximum slope
of 3% and is required around the entire
perimeter of the wet detention pond. Where
safety benches cannot be accommodated,
fencing may be considered, subject to the
approval of the City.
Signs required at all entrances to the pond and
at any other critical points to read:
"Danger! Water levels are subject to sudden
change.
Please keep out.
For information, call the City of Campbell
River Operations Department. 286-4033"
Maximum spacing between the signs is
200m.
A buffer strip of at least 7.5 m measured from
the inside of the top bank is to be provided
around the entire perimeter of the wet
detention pond, and be suitable for service
vehicle traffic.
Landscape planting is required within ponds
per applicable zones as prescribed in the
Approved Products List. Landscaping is to be
established for a minimum of 1 year for
warranty purposes.
A minimum distance of 12 m shall be
maintained between the inside of the top
bank and any structure.
All RAPR required setbacks and buffers shall
be incorporated into the design. All efforts to
avoid design of stormwater systems that
require WSA and/or Fisheries Act for future
maintenance work to the City must be taken.
If opportunity presents preferred alignment of
stormwater ponds is east / west so as to
increase shading for water quality purposes.
4.16
Specialized
Structures
4.16.3 Ditch Enclosure
Add to Section
Any infill of watercourse features shall be evaluated by
a Qualified Environmental Professional to determine if
authorization from Fisheries and Oceans Canada
and/or the BC Water Sustainability Act are required.
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 24
4.17
Erosion and
Sediment Control
(ESC)
Add to Section
Project specific ESC plans shall be in accordance with
the "Erosion and Sediment Control Joint Professional
Practice Guidelines" (EGBC, BC Institute of Agrologists
& College of Applied Biologists) and be prepared by a
Qualified ESC Professional (as defined within those
guidelines). The ESC Plans are required to be included
with engineering drawing submissions or prior to land
disturbance. The Qualified ESC Professional is required
to approve major changes to the plan.
An ESC Monitor (as defined with the Erosion and
Sediment Professional Practice Guidelines) shall
confirm that the ESC plan is property implemented
and will monitor the works through construction
and/or any land disturbance.
ESC plans shall include a multi-stage plan that shows
the measures ESC control during clearing and
grubbing, service installation, and final works to be
completed during the maintenance period. The ESC
plan must include, at a minimum:
Project area including property lines,
easements, SRW's, existing drainage
infrastructure, buildings etc.
All environmentally sensitive areas and their
associated setbacks as determined by a
Qualified Environmental Professional (QEP).
Proposed ESC installations including detail
drawings, materials and installation
requirements.
Proposed construction access locations.
Recommended mitigation measures and
monitoring process.
If turbid water will be pumped to ground to
infiltrate, show the proposed location on the
ESC site plan.
Verification that at the point(s) of discharge
from the development site stormwater
runoff shall not exceed turbidity levels of 25
Nephelometric Turbidity Units (NTU) during
dry conditions and 100 NTU during wet
weather conditions.
All Water quality monitoring stations.
Verification that the stormwater runoff shall
not, at any time, increase turbidity levels
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 25
above background levels of the receiving
water.
The ESC plan must include notes to provide guidance
for the contractor performing the work including:
A requirement that ESC works be installed
and approved by the Qualified Professional
Engineer before land disturbance begins.
A description of ESC phasing, inspection and
documentation requirements
Include a schedule of the maintenance and
final decommissioning of ESC facilities,
ponds, and source controls for each of the
phases.
Re-vegetation and stabilization measures for
restoring disturbed or exposed soil areas.
Specify environmental monitoring required
to inspect at least once a day during
construction in the wet season (October 15 -
May 15), at least once a day during or within
48 hours after a significant rainfall event
(>25mm rainfall per day or 10mm rainfall per
hour), and once a week during the dry season
(May 16 - October 14) and to carry out
alterations if necessary.
Provide a copy of all Environmental
Monitoring Reporting to the City.
The applicant and related contractor(s) shall
comply with the requirements of the
Environmental Monitoring report within 48
hours of the field review time, or such other
time as listed in the Environmental
Monitoring report.
Prior to construction or land disturbance, provide a
pre-construction inspection report noting the name
and emergency contacts of the Qualified ESC
Professional, the Designated ESC Monitor, and the
contractor as well as the site conditions, and any
environmentally sensitive areas.
During construction the Qualified ESC Professional
shall submit weekly inspection reports to the City
documenting compliance with ESC measures and all
turbidity water quality readings.
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 26
Following construction, the Designated ESC Monitor
shall confirm that the final decommissioning of ESC
measures is completed and outline any required
maintenance. This includes confirming any applicable
re-vegetation or stabilization measures for restoring
disturbed or exposed soil areas.
4.17.1 Erosion Control
Add to Section
Products with biodegradable plastics are not to be
used.
4.17.2 Sediment Control
Delete third bullet
and replace with
the following:
Gravel berms are more effective within flow paths to
slow water and promote trapping of coarse sediment.
They are less effective for fine sediment. The City of
Campbell River does not permit the use of straw bales
within flow paths.
Sediment fences are not to be used in long straight
lines as perimeter fencing where there is no risk of
sedimentation.
Add to Section
Public Roads are to be kept clear of debris through
appropriate ESC measures that may include the
following:
Wheel wash facilities are required for during
the wet season (October 15 - May 15)
Roadways fronting the disturbed area are to
be swept free and cleaned on a regular basis
(once a day or more frequently during rain
events). Flushing of the roadway is
prohibited.
Excavated/imported soils are not to be
stockpiled or unloaded on road allowances,
curbs, or sidewalks.
Concrete truck wash and construction wash of
exposed aggregate surfaces is not to be directed into
any watercourse feature, any storm drain system or
catch basin.
All waters captured within foundations, sediment
ponds, or when flushing sediment facilities and
controls, shall be removed by appropriate sediment
and stormwater management controls or by pumper
trucks to ensure surface runoff and sediment
discharge levels do not exceed NTU guidelines.
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 27
Temporary graded areas should be protected from
erosion through the use of straw, mulch and/or
polyethylene tarps in non traffic areas and a gravel
cap in zones of construction traffic.
4.18
Drainage Pump
Stations
Add to Section
Public Stormwater drainage pump stations are to be
compatible with the City's central monitoring /
SCADA system and capable of communicating
remotely. Prior to beginning design, contact
Development Services to obtain parameters and
features for the most currently implemented SCADA
system that new or modified drainage pumping
stations will be required to align with.
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 28
Figure 4.4: Intensity Duration Frequency Curves Campbell River Airport-BCHP ID: 1021261
Includes 15% increase from Historical Intensities (mm/hr)
Years of Record: 1970-2002 (21 Years)
CITY OF CAMPBELL RIVER
STORMWATER MANAGEMENT
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 29
Table 4.4.1: IDF Curve Intensity Summary Table
Campbell River Airport ID 1021261
Includes 15% Increase from Historical Intensities (mm/hr)
Time
Return Frequency
Minutes
Hours
2 Years
5 Years
10 Years
25 Years
50 Years
100 Years
200 Years
(Extrapolated)
15
0.25
27.7
37.8
44.5
52.9
59.2
65.4
71.6
30
0.5
19.4
25.8
29.9
35.2
39.2
43.0
46.9
60
1
12.9
16.4
18.7
21.7
23.9
26.0
28.3
120
2
9.3
11.0
12.3
13.8
15.0
16.0
17.2
360
6
5.9
7.1
7.9
8.9
9.7
10.4
11.1
720
12
4.3
5.1
5.6
6.3
6.9
7.5
7.9
1440
24
2.8
3.3
3.7
4.1
4.5
4.8
5.2
Table 4.4.2: Interpolation Equation of IDF Curve - Historical Data for Campbell River Airport ID
1021261
R = A * TB where: R = Rainfall (mm/hr), A and B = Coefficients, based on return period
Parameters
Return Frequency
2 Years
5 Years
10 Years
25 Years
50 Years
100 Years
200 Years
A
12.0
15.5
17.7
20.6
22.7
24.7
27.1
B
-0.499
-0.529
-0.543
-0.556
-0.563
-0.569
-0.566
Note: Coefficients are based on historical data - When using this table, 15% must be added to resulting intensities
SUPPLEMENTARY DESIGN GUIDELINES
ROADS
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 31
6.0
ROADS
6.1
Road
Classification
Add to Section
Streets within the City of Campbell River shall be
designated as Local, Rural, Industrial, Collector, or
Arterial, in accordance with the Master Transportation
Plan.
6.3
Cross-Section
Elements
Delete Table 6.1,
Table 6.2 a d Table
6.3
Replace Table 6.1, 6.2 and 6.3 with Table 6.1 noted
below.
Table 6.1: Minimum Requirements
Classification ROW Width Pavement Configuration
Sidewalk
Parking
Local
20
- Barrier Curbs
- Two 3.0m travel lanes
- 2.4m parking lane on
alternating sides
- Required on one side -
except on two sides in and
within 400 meters of
downtown, village centres,
neighbourhood centres as
well as adjacent to and within
400 meters of schools.
- Width per adjacent land use.
Single Family = 1.8m
Multi Family = 2.1m
Commercial/Industrial =2.4m
2.4m
parking on
alternating
sides
Collector
23
- Barrier Curbs
- Two 3.0m travel lanes
- Two 1.8m bike lane
with 0.6m buffer
- 2.4m parking lane on
alternating sides
- Required on Both Sides
- Width per adjacent land use.
Single Family = 1.8m
Multi Family = 2.4m
Commercial/Industrial =2.4m
2.4m
parking on
alternating
sides
Arterial
25
- Barrier Curbs
- Two 3.5m travel lanes
- One 4.0m centre turn
lane
1 Side with 2.4m Sidewalk
1 Side with 4.0m Multi-Use
Pathway
None
Rural
20
- Two 2.0m paved
shoulders
- Two 3.0m travel lanes
None
None
Industrial
20
- Barrier Curbs
- Two 3.0m travel lanes
- Two 2.0m parking
lanes
2.1m Sidewalk on both sides
(optional)
2.0m
parking on
both sides
(optional)
*Reference Details: CR-R9, CR-R10, CR-R11, CR-R12 and CR-R13
*Lanes to consist of a 6 meter wide ROW, 5.4 meter pavement width and rollover curbs.
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 32
6.4
Alignments
Delete Table 6.4 -
Alignment
Standards
Replace as follow:
Table 6.4: Alignment Standards
Classification
Design Speed
(km/h)
Min.
Radius
(m)
Grade
(%)
K-Value
Crest Curve
Sag Curve
Min
Max
Min.
Min.
Arterial
50
TAC*
0.5
8
TAC*
TAC*
Collector
40
TAC*
0.5
10
TAC*
TAC*
Local Road Section
30
35
0.5
12
7
11
Rural
60
120
0.5
12
13
20
Industrial
40
35
0.5
12
7
11
Lane
30
25
1.0
12
4
7
Driveway Multi-Family
-
-
0.5
12
-
-
Driveway Single Family
-
-
0.5
15
-
-
*Note: Minimum Sight Distance is per TAC
6.4.2
Vertical Curves
Add
Vertical curves may be omitted if the algebraic
difference in grades does not exceed 1.0%.
6.9
Cul-De-Sac
Delete
Add
Add
The maximum road length for a cul-de-sac, as
measured from the edge of the intersecting through
road to the centre of the cul-de-sac bulb, is 200m
Temporary cul-de-sacs that are more than 150m long
and are to be extended in the future shall be designed
with an asphalt apron beyond the right-of-way
dedication and a turn around shall be provided in
accordance with Drawing CR-R120.
Vehicle Barricades and appropriate signage must be
located at the ends of the temporary cul-de-sacs
where required for safety or where physical access to
the future road is possible. Where there is no other
access to the subdivision a "No Thru Road" sign shall
be placed at the entrance
6.11.1 Sidewalks
Modify Bullet
Cross-slope:
2%.
At
driveways
and
wheelchair ramps, cross slopes of between
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 33
0.6% and 5%, and up to 8% across short
driveways are acceptable.
Add to Section
Sidewalks should be at least 1.8m wide in single
family residential areas, at least 1.8m wide in multi-
family residential areas, and at least 2.4m wide in
commercial areas. Sidewalks in all other land uses
should be at least 1.8m wide. Where railings are
required, the sidewalk may be required to be
widened to retain 1.8m width
6.12.3 Walkways,
Greenways, Trails
& Bikeways
Add Section
Walkways, greenways, trails and bikeways shall
comply with the standards set out in Table 6.12.3
below:
Table 6.12.3: Walkway, greenway, trail & bikeway requirements
Trail Type
Use/Users
Width
Surface
Grades
Optimum
Grade
Max
Sustained
Grade
Max
Short
Distance
Grade*
Walkways
Generally, for
short urban
connections;
barrier free
design, for
pedestrians,
cyclists and
wheelchair access
Min. 3.0m
Concrete or
asphalt
0-5 %
8 %
15 %
Multi-Use Trail
Longer connector
trails; multiple
simultaneous
users
(pedestrians and
cyclists)
Min. 2m
Max.3m
Gravel (not
barrier-free)
Asphalt
(barrier-free)
0-5 %
8 %
15 %
* Note: "Max Short Distance Grade" distance to be determined by qualified engineering professional based on
good design practices for accessibility.
Add
Where required, walkways, greenways, trails,
and bikeways shall be dedicated to the City
with a minimum width of 3.0m.
Concrete public walkways between lots shall
conform to MMCD Standard Drawing C10 and
will be constructed of Portland cement
concrete.
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 34
Unless provisions for controlled infiltration of
runoff water are provided, a curb shall be
constructed along the low side of any concrete
or asphalt walkway which has a cross fall.
Catch basins as required shall be located to
intercept the water flowing in the centre
valley or adjacent to the curbs of a walkway.
Root barriers should be installed for asphalt
walkways in areas where they are within 3
meters of a tree.
6.14.2 Number of
Driveways
Add bullet to
Urban Residential
Zones
Driveway access to a secondary residence must
be shared with the access to the principal
residence, except for :
(a) Where access to the secondary residence
can be provided from a rear lane or a joint
access easement with an adjacent property,
or
(b) For corner lots with two accesses on
separate roads.
6.14.3 Driveway Location
and Width
Delete
Replace with
Add
Residential Zones: Driveways located on corner
lots should be at least 6.0 m from the lot corner
nearest the intersection - as measured by radius
from the corner. Provision of adequate sight
distance should be considered in accordance
with TAC Geometric Design Guidelines.
Minimum and maximum widths of urban
residential driveways are 4 m and 7.5 m
respectively.
Driveways located on corner lots should be at
least 6 m from the lot corner nearest the
intersection. Provision of adequate
sight
distance should be considered in accordance
with TAC Geometric Design Guidelines.
Driveway width for a single-family house shall not
exceed 9.0 m for the portion of the driveway that is
situated within the public right-of-way.
6.14.6 Access
Management
Add
Driveway access means the portion of land providing
vehicular access to or from a property up to the curb,
edge of pavement or travel surface from servicing ROW.
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 35
Access to an arterial road will be considered for approval
only if an alternative access is not physically possible.
Hammerhead turnaround facilities on private driveways
shall extend perpendicularly a minimum of 20 m beyond
the centre of the driveway to accommodate the turning
movements of emergency vehicles. Provide "No Parking"
signs.
6.15.4 Trees
Replace Section
All landscaping, irrigation, and street trees within the
road right of way shall conform to the Canadian
Landscape Standard by the Canadian Society of
Landscape Architects and Canadian Nursery Landscape
Association, Current Edition. New development should
vegetate boulevard areas within the road right of way
with fine grass sod or seeded fine grass in accordance
with these standards.
New development shall design and provide street trees.
Street trees are required for local roads as well as other
road classifications per the road cross sectional drawings
in this Bylaw.
A development is required to undertake tree planting
per the provisions described in this section. The Owner
will be required to provide security to the City which will
be released following successful completion of a 2-year
warranty period. During the warranty period the
development is responsible to provide maintenance
including irrigation / watering, weeding, supplemental
fertilization and any other measures recommended by
the Qualified Professional Engineer. Any trees that need
to be replaced during this period shall continue to be
secured for a further 2-year period after replanting. City
recommends that street trees are planted at the same
time as landscaping.
Optionally, the development may provide a fee whereby
the City will undertake the works associated with the
street tree(s). The fee is $1,500 per street tree identified
in the development's street tree layout drawings and is
required to be paid at time of subdivision approval or
building permit issuance. This charge includes the
material costs (tree, growing medium, root barriers
(where necessary) etc.), cost of installation, cost of any
construction protection measures, maintenance through
the 2-year establishment period as well as replacement
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 36
of trees that do not survive. Irrigation is not required to
be installed by the Development if the City undertakes
street tree installation.
The required number of street trees is dependent on the
parcel use and the mature tree height as follows.
Residential Lots (Up to four units) - 1 Street
tree per road frontage (2 Street trees for
corner lots)
Multi-Family (greater than 4 units) or
commercial:
o
Large trees (>12 meters height or
canopy diameter) -every 15 meters.
o
Medium trees (8-12 meters height or
canopy diameter) - every 10 meters.
o
Small trees (<8 meters height) - every 6
meters
If a development provides verification that existing
infrastructure conflicts with there being enough space
for a street tree the number required may be reduced.
The location of all street trees shall be shown on a street
tree layout drawing signed by a Qualified Professional
Engineer. Street trees should be placed between the
curb and sidewalk wherever there is a minimum of 2.0
meters separation and no utility conflictions. Where this
cannot be achieved the street trees shall be placed
within the boulevard area of the Road ROW outside of
the curb and/or sidewalk. A Street tree layout drawing
is required to show the street trees as well as the
location of all driveways, municipal and 3rd party utilities
and any other infrastructure affected by the following
setback parameters:
Table 6.15.3.1 Tree Setbacks
Setback Trees From:
Distance
Underground street light conduit or
irrigation main
0.6m
Other underground utilities
1.2m
Lamp standards
6.0m
Steel and wooden utility poles
3.0m
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 37
Driveways
1.5m
Catch basins
1.5m
Manholes, valve boxes, services
1.2m
Sewer service boxes
1.5m
Fire hydrants
2.0m
Road intersection
7.0m
Curb face
1.0m
Sidewalk
0.85m
Buildings - fastigiate (columnar) tree
2.0m
Buildings - regular crown tree
3.0-5.0m
The following provisions apply where the development
installs the street trees and does not opt to provide a fee
for the City to undertake the work:
1. The species of street tree selected shall be
shown on the street tree layout drawing.
Species selection is site specific and will be
recommended by the City's arborist. Contact
Development Services to have a site evaluation
initiated and receive an assessment on the
required species type.
2. Growing medium must be native or introduced
soil that tree roots have the ability to grow in.
Growing medium cannot be road base or
compacted
soil.
A
Qualified
Professional
Engineer is required to verify that the growing
medium is installed per City Detail CR-L106 and
with the following parameters:
All growing medium is to conform with
either:
i.
Being listed on the City's Approved
Products list or,
ii.
Meet
the
Canadian
Landscape
Standards for a Level 2P Planting
Area per Table T-5.3.5.3
The minimum growing medium volume
required to be placed for each tree is:
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 38
i.
4 m3 for a small tree (<8 meters
height)
ii.
6 m3 for a medium tree (8-12
meters height or canopy diameter)
iii.
9 m3 for a large sized tree (>12
meters height or canopy diameter)
The minimum depth of the growing medium
shall be just beyond the root ball.
On-site native growing medium (A and B
Horizon) may be reused.
Per City Detail CR-L106 provide structural
topsoil under the sidewalk to connect to the
neighboring landscape area.
3. An irrigation system shall be constructed for all
new street trees. A certified irrigation technician
(through the Irrigation Industry Association of
BC) is required to design an irrigation system the
meets the following parameters.
An automatic deep root watering system
shall be provided complete with a water
meter, backflow prevention, flow sensors,
automatic shut off devices. Water supply
and irrigation controller(s) shall be provided
in central location with valve, distribution
piping,
electrical
supply,
points
of
connection and cross connection control
winterization
provisions
and
water
conservation provisions.
Irrigation systems should be programmed to
irrigate early in the morning or late at night
and should be programmed with a minimum
4 (four) season schedule for street tree
establishment.
The street tree layout design drawing shall
include provisions for irrigation sleeves
under sidewalks, driveways, or other paved
areas
to
facilitate
installation
and
maintenance without having to remove
pavement / concrete.
4. Once the street trees have been planted provide
a copy of a letter from a Qualified Professional
Engineer stating that the trees, required topsoil
etc. has been installed in accordance with these
bylaw requirements as well as noting any
applicable maintenance considerations.
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 39
6.16
Underground
Utility Locations
Delete Bullets
Add
Water mains under a sidewalk
Sanitary sewers at pavement centre line
Storm sewer 1.2 m from sanitary sewer.
Water mains, sanitary sewers, and storm sewers shall be
located per the City's Road Cross Section Details CR-
R101, CR-R102, CR-R103, CR-R104 and CR-R105.
6.17
Pavement
Structures
6.17.1 General
Add
All visible cracks, gaps and defects located on joints
between new and existing pavement shall be filled with
crack sealer.
6.17.3 Pavement
Alternatives
Delete Table
6.17.3.1 -
Minimum
Pavement
Structure for
Asphaltic
Concrete (A.C.)
Pavement
Replace as follow:
Table 6.17.3.1: Roadway Base Design
Classification
Minimum Thickness
Walkways
50 mm A.C. surface course
100 mm base course
-
Lanes
50 mm A.C. surface course
100 mm base course
250 mm subbase
Local / Rural
50 mm A.C. surface course
130 mm base course
230 mm subbase
Industrial / Collector
35 mm A.C surface course
40 mm A.C. lower course
150 mm base course
300 mm subbase
Arterial
40 mm A.C surface course
60 mm A.C. lower course
150 mm base course
300 mm subbase
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 40
6.19.2 Hillside
Emergency
Access
Delete
Replace with
Maximum grade: 18%. Note: This does not apply in cold
climates, where the recommended maximum grade is
10%.
Proposed exceedances from maximum emergency
access grade requirements shall be reviewed on a case
by case basis.
6.22
Signage and
Lane Markings
Add new section.
All signage and lane markings installed are to conform to
Ministry of Transportation or TAC Standards. And are to
be installed with knock off bases as specified in the City
of Campbell River Approved Products List.
Street name signs are to be black lettering on
reflectorized while blades, except at traffic light-
controlled intersections where street name signs shall be
blue blade with reflectorized white lettering.
All signs are to be installed with knock off bases as
specified in the Approved Products List.
6.23
Community Mail
Centres
Add new section.
The location of Community Mail Centres (CMC) shall be
shown on the Overall Development Plan. Canada Post
must be contacted with regards to the location, however,
in general the following procedures must be adhered and
to the BC Supplement to TAC Geometric Design Guide
and the following:
CMC shall not be located at roadways with 4 or more
travelled lanes, including roads which will have 4 or
more travelled lanes in the future.
At major intersections which are controlled by traffic
signals, including pedestrian signals, they are not to
be located within 100m of the intersection.
At major intersections where the minor roadway is
controlled by a stop sign, the CMC may be placed on
the minor leg only, at a minimum distance of 30m
for the corner truncation.
At minor intersections the CMC must be placed a
minimum of 15m from the beginning of the curb
radii.
CMC shall not be located at the brow of hills, corners
or bends which would inhibit the safe flow of traffic,
CITY OF CAMPBELL RIVER
ROADS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 41
The CMC must be placed a minimum of 30m from
and on the far side of marked crosswalks, unless a
pull-out and /or curb bulges are available.
The CMC must be situated at least 20 m from major
driveways,
e.g.
to
schools,
commercial
developments, institutional developments, etc. The
CMC are not permitted in areas with "No Stopping
Signs."
SUPPLEMENTARY DESIGN GUIDELINES
ROADWAY LIGHTING
CITY OF CAMPBELL RIVER
ROAD LIGHTING
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 43
7.0
ROADWAY LIGHTING
7.1
General
Add to Section
Relevant publications of the Illuminating Society of
North America (IESNA) including RP-8-14
7.5.1
Light Sources and
Luminaires
Delete
Replace with
Common light sources are LED, High Pressure Sodium
(HPS) and Metal Halide (MH) however LED have the
best efficacy and overall life cycle and are most
commonly used.
Light sources shall be LED. The selection process shall
be done in consultation with the City of Campbell River
and will only include luminaire manufacturers listed in
the most current version of the City's Approved
Product List.
7.13
Poles
Delete Paragraph
Replace with
Poles shall be davit type unless otherwise defined by
the local authority. Standard davit pole height are to
be 7.5m, 9.0m and 11.0. In general, the taller the pole
the wider the pole spacing. Generally, 7.5m high pole
are used on local residential roads or where
maintaining clearances from overhead power lines
require a shorter pole. 9.0m and 11m poles are
typically used on roads 9m or wider. Double davit
poles may be used in medians 1.2m or wider.
Pedestrian scale lighting (also referred to as post-top
lighting) poles are typically 4.0m, 6.0m or 7.5m high.
This lighting is generally suitable for roadways not
exceeding 11m width.
Poles shall be post top or davit style suited to the
roadway classification and the lighting design. Pole
heights should allow for the following luminaire
mounting heights:
Decorative Post Top - 5.0m
Standard Post Top - 5.5m
Davit Pole - 9.1m
7.15.1 Special Lighting
Areas
Add Section
Map A indicates areas of Campbell River where special
lighting is required. In these mixed use and
commercial areas, lighting designers must meet the
following guidelines, to the approval of the City:
Refer to Figure 7.15.1 for illustration of the
fixtures to be used in Special Lighting Areas
Davit fixture shall be on 9.0m poles with
ornamental brackets and banners.
CITY OF CAMPBELL RIVER
ROAD LIGHTING
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 44
Post top fixtures shall be one of Option A or
Option B, complete with banners, hanging
basket
brackets,
electrical
outlets
and
information and street identification signage
in selected locations.
Pedestrian level lighting is encouraged in
commercial areas.
Lighting fixtures, poles and brackets shall be
powder coated aluminium.
Lighting fixture and colour choice shall be
coordinated to create a unified appearance
within a given block or district, to the
satisfaction of the City of Campbell River.
All selected lighting fixtures to be as per the
City's Approved Products List.
CITY OF CAMPBELL RIVER
ROAD LIGHTING
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 45
7.15.1 Special Lighting
Areas
Add Figure7.15.1
Figure 7.15.1: Guidelines for Special Lighting Area Fixtures
CITY OF CAMPBELL RIVER
ROAD LIGHTING
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 46
7.15.1 Special Lighting
Areas
Add Figure7.15.2
Figure 7.15.2: Guidelines for Standard Lighting Area Fixtures
SDG | pg. 1
SCHEDULE 2
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
CITY OF CAMPBELL RIVER
TABLE OF CONTENTS
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 2
CONSTRUCTION SUPPLEMENTARY SPECIFICATIONS
This schedule contains supplementary specifications to be applied in conjunction with the Specification
of the Master Municipal Construction Documents, dated 2019, both of which shall apply to all Works
and Services constructed within the City of Campbell River.
Supplementary Specifications contained within this Schedule supplement or supersede the Master
Municipal Construction Document (MMCD). Where the City of Campbell River Supplementary
Specifications conflict with the MMCD, the City of Campbell River Supplementary Specifications shall
take precedence.
Section number and clause numbers in the City of Campbell River Supplementary Specifications
coincide with the MMCD numbering protocol.
TABLE OF CONTENTS
SECTION
01 55 00S
TRAFFIC REGULATIONS
01 57 01S
ENVIRONMENTAL PROTECTION
03 30 20S
CONCRETE WALKS, CURBS AND GUTTERS
31 05 17S
AGGREGATES AND GRANULAR MATERIALS
31 11 01S
CLEARING AND GRUBBING
31 23 01S
EXCAVATING, TRENCHING AND BACKFILLING
31 23 23S
CONTROLLED DENSITY FILL
31 36 13S
GABIONS
32 11 16.1S
GRANULAR SUBBASE
32 12 16S
HOT-MIX ASPHALT CONCRETE PAVING
32 13 13S
PORTLAND CEMENT CONCRETE PAVING
32 93 01S
PLANTING OF TREES, SHRUBS AND GROUND COVERS
33 11 01S
WATERWORKS
33 30 01S
SANITARY SEWERS
33 40 01S
STORM SEWERS
33 44 01S
MANHOLES AND CATCH BASINS
CITY OF CAMPBELL RIVER
TRAFFIC CONTROL, VEHICLE ACCESS AND PARKING
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 3
MMCD Section 01 55 00S
TRAFFIC CONTROL, VEHICLE ACCESS AND PARKING
1.0
General
Delete Subsection
1.0.4 and replace
with the following
Give minimum 48h notice or as otherwise required by
local bylaws to local police, fire departments,
emergency services, BC Transit, and municipal works
authorities prior to beginning construction and comply
in all respects with their requirements.
Add Subsection
1.0.7 as follows
Works on City Lands and Infrastructure Permit from
the City is required prior to any full or partial sidewalk
or walkway closure.
1.4
Traffic
Management
Add Subsection
1.4.10(6)
Any signs placed on site shall adhere to the current
City of Campbell River Sign By-Law
Add Subsection
1.4.10(7)
Traffic control and warning devices shall be in
accordance with the most recent Province of British
Columbia Ministry of Transportation "Standard
Specifications for Highway Construction"
CITY OF CAMPBELL RIVER
ENVIRONMENTAL PROTECTION
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 4
MMCD Section 01 57 01S
ENVIRONMENTAL PROTECTION
1.0
GENERAL
1.2
Temporary Erosion
and Sediment
Controls
Subsection
1.2.2(1) amend to
read
Work around watercourses shall be done in
accordance with the most recent version of the "Land
Development Guidelines" published by the Provincial
Ministry of Environment, and the BC Water Quality
Guidelines.
1.4
Environmental
Protection
Subsection 1.4.1
amend to read
Fires and burning rubbish shall only be in accordance
with current Provincial and Municipal regulations and
by-laws.
1.4
Environmental
Protection
Subsection 1.4.2
add
Work around watercourses shall be done in
accordance with the "Land Development Guidelines",
published by the Ministry of Environment, Lands, and
Parks, with the Riparian Areas Protection Regulations
and the City of Campbell River Minor Development
Permit.
CITY OF CAMPBELL RIVER
CONCRETE WALKS, CURBS AND GUTTERS
SUPPLEMENTARY DESIGN GUIDELINES
APRIL, 2024
SDG | pg. 5
MMCD Section 03 30 20S
CONCRETE WALKS, CURBS AND GUTTERS
2.0
PRODUCTS
2.1
Materials
Subsection 2.1.7
Add
Use narrow base curbs as shown in Standard Detail
Drawing C4.
3.0
EXECUTION
3.12
Finishing
Delete Subsection
3.12.3
3.19
Testing
Add new
Subsection 3.19
Testing as Follows
3.19.1 Portland Cement concrete shall be tested for
slump, compressive strength and air content.
3.19.2 The first set of tests each day or each project
shall be made on samples from the first load
of concrete delivered to the site. Thereafter
for every 150 metres of curb or sidewalk the
Consultant shall take at least one set of tests.
Each set of tests shall consist of a slump test,
an air test and casting of at least three
cylinders for a compressive strength test.
There shall be at least three such tests each
with a minimum of three cylinders for each
project with 300 metres of curb and/or 150
metres of sidewalk. For all other projects
there shall be a minimum of one set of tests
with a minimum of three cylinders cast per
100 m3 poured of a specified strength.
Samples shall be obtained, handled and
tested in accordance with CSA-CAN3-A23.2.
3.19.3 For extruded curbing installed by a slip-form
curbing machine using a no-slump mix
design, the slump test is not required.
3.19.4 Should a measured slump or air content test
fall outside the specified limits, (as stated in
section 2.1.5 Materials) the test shall be
repeated immediately. In the event of a
CITY OF CAMPBELL RIVER
CONCRETE WALKS, CURBS AND GUTTERS
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 6
second failure, the concrete shall be
considered to have failed.
3.19.5 A compression test is the average of at least
two cylinders from the same or adjacent
samples of concrete. The minimum
compressive strength specified shall be as in
paragraph 2.1.5 Materials.
1. The
average
of
all
concrete
cylinder
compression tests for the particular phase of
subdivision under construction shall equal or
exceed the specified strength.
2. Not more than 15% of all cylinders tested shall
fall below the specified strength.
3. No single test shall fall below 80% of the
specified strength.
4. No three consecutive tests (based on time of
pouring) shall fall below the specified
strength.
If concrete fails to meet the minimum
requirements of sub-paragraphs .1 and .2, the
entire project shall be deemed to be
unacceptable. Should it fail to meet .3 or .4,
the portion of the project represented by
those tests shall be unacceptable. Additional
testing of unacceptable portions of curb
and/or gutter may be ordered by the
Consultant. Should such additional tests also
prove
unsatisfactory,
the
unacceptable
concrete shall be removed and replaced.
3.19.6 Should any of the concrete be found to be
unacceptable a report by a Professional
Engineer shall be submitted to the City for
approval detailing the extent of the work
required to remove and replace the
unacceptable concrete or recommendations
for acceptance of the work.
CITY OF CAMPBELL RIVER
CLEARING AND GRUBBING
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 7
MMCD Section 31 11 01S
CLEARING AND GRUBBING
3.0
EXECUTION
3.5
Removal and
disposal
Delete 3.5.3 and
replace with the
following
Fires and burning of rubbish on site shall only be
carried out in accordance with Provincial and
Municipal Regulations and By-Laws.
CITY OF CAMPBELL RIVER
CONTROLLED DENSITY FILL
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 8
MMCD Section 31 23 23S
CONTROLLED DENSITY FILL
3.0
EXECUTION
3.4
Placing
Delete subsection
3.4.3 and replace
with the following
Do not place controlled density fill around pipe. Fill
may be placed from 300mm above crown of pipe, on
top of approved pipe bedding, to the full remaining
depth.
CITY OF CAMPBELL RIVER
GRANULAR SUBBASE
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 9
MMCD Section 32 11 16.1S
GRANULAR SUBBASE
2.0
PRODUCTS
2.1
Specified materials
Add to Subsection
2.1.1
(9) 150mm minus pit run gravel
CITY OF CAMPBELL RIVER
HOT MIX ASPHALT CONCRETE PAVING
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 10
MMCD Section 32 12 16S
HOT-MIX ASPHALT CONCRETE PAVING
3.0
EXECUTION
3.5
Placing
Add Subsection
3.5.8 as Follows
All placements shall be done with the paving machine
in constant forward motion. There shall be no stops
for refilling the hopper with material, the dump must
move at the same rate with the paving machine. The
temperature of the mix as measured behind the
paving machine screed shall not be more than 15°C
lower than the mixing temperature.
3.6
Compaction
Replace
Subsection 3.6.1
with the following
The minimum average density of compacted asphalt
pavement shall be 97% of 75 blow Marshall Density
where the average density falls below 96% of 75 blow
Marshall Density the Contractor shall remove and
replace the affected area of the previously placed mix.
Prior to any remedial work being carried out the
method of investigation and extent of remedial work
must be approved by the City
3.13
Testing
Add new
Subsection 3.13
Testing as follows
3.13.1 For a paving project of 99 tonnes or less lots
the 75 blow Marshall Density maybe
obtained by averaging the results from
briquettes made from materials from the
same source using the same mix design.
3.13.2 At least three core samples are required for
the average from any single paving project of
a size of 100 tonnes or more. In addition, 1
core sample must be taken for each
additional 100 tonnes. Sampling must be
representative of the total area paved. For
projects that are over 1000 tonnes in size, or
for work on arterial roads, a Materials Testing
Consultant shall be retained to prepare for
the approval of the City an asphalt pavement
design and construction approval procedure.
3.13.3 Field density tests using a non-destructive
testing device may be taken frequently
CITY OF CAMPBELL RIVER
HOT MIX ASPHALT CONCRETE PAVING
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 11
during the beginning of each project to verify
that the rolling procedure is providing the
required compaction.
CITY OF CAMPBELL RIVER
PORTLAND CEMENT CONCRETE PAVING
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 12
MMCD Section 32 13 13S
PORTLAND CEMENT CONCRETE PAVING
2.0
PRODUCTS
2.1
Materials
Delete Subsection
2.1.4 and replace
with the Following
Concrete mixes and materials: to Section 03 30 53 -
Cast-in-Place Concrete meeting CSA A223.1. Exposure
Class C2. The average 28-day compressive strength
shall be in accordance with the specification and/or
Standard Detail Drawing for the intended use.
Concrete shall be a special design with a flexural
strength of not less than 4.0 MPa when tested in
accordance with CSA CAN 3-A23.2.
CITY OF CAMPBELL RIVER
PLANTING OF TREES, SHRUBS, AND GROUND COVER
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 13
MMCD Section 32 93 01S
PLANTING OF TREES, SHRUBS, AND GROUND COVER
2.0
PRODUCTS
2.6
Guying collar
Delete Subsection
2.6.1 and replace
with the following
Structures to stabilize trees to follow Canadian
Landscape Standards Section 6.3.10.
2.13
Root barrier
Add Subsection
2.13.1
Root Barrier shall be a poly, ribbed device designed
specifically for root barrier purposes (e.g. Deep Root
Barrier or equal).
2.14
Structural soils
Add Subsection
2.14.1 as follows
Structural soils to follow Canadian Landscape
Standards Section 5.2.9 for Engineered Soil.
2.15
Tree gate and
frame
Add Subsection
2.15.1 as follows
Tree grates and frames shall be subject to approval of
the City, based on shop drawings provided at the time
of design submission.
3.0
EXECUTION
3.11
Guarantee /
Maintenance
Delete Subsection
3.11.1 and replace
with the following
A two year maintenance period will apply for
landscape work. Contractor to guarantee all materials
and workmanship for a period of two full years from
date of Total Performance, unless specified otherwise
in Contract Documents.
CITY OF CAMPBELL RIVER
WATERWORKS
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 14
MMCD Section 33 11 01S
WATERWORKS
1.0
GENERAL
1.7
Scheduling of work
Add Subsection
1.7.6
Request a Permit to Work on City Lands and
Infrastructure from Development Services a minimum
3 business days in advance. Once permit has been
approved the contractor is responsible for contacting
the City Operations Department and the Engineer of
Record to schedule the work. The contractor is
responsible to notify any affected residences and
businesses, and other affected parties with 2 days
advance notice of when the water service will be
disrupted and re-notify the same parties when the
service is returned to normal operating conditions.
Note that there may be time restrictions for water
service disruptions depending on the affected parties.
2.0
PRODUCTS
2.3
Valves and Valve
Boxes
Add Subsection
2.3.1.5
For pipe under 375mm diameter use gate valves. For
pipe 375mm and larger use butterfly valves, unless
specified otherwise in Contract Drawings.
Add Subsection
2.3.9 - Water
Meters
Installed in a location approved by the Contract
Administrator and according to design standards,
manufacturers recommendations and Standard Detail
Drawing CR-W11.
3.0
EXECUTION
3.5
Granular Bedding
Add the following
to Subsection
3.5.6
Where native materials are used without granular
bedding, marker tape is to be placed 300-450mm
above the pipe along the length of the of the trench
line.
3.15
Pipe Surround
Delete Subsection
3.15.4 and replace
with the following
Install concrete encasement where shown on Contract
Drawings or as directed by Contract Administrator. For
PVC mainline or service pipe install high deflection PVC
coupling 0.3m minimum to 0.5m maximum from end
of encasement. For ductile iron pipes, where native
bedding material is used, warning tape shall be laid
300mm to 450mm above the pipe along the length of
the of the trench line.
CITY OF CAMPBELL RIVER
WATERWORKS
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 15
3.19
Testing Procedure
Subsection 3.19.7
add
The proving of valves and leakage tests are required
for new water mains. The leakage test shall be
performed in accordance with the respective
standards and manufacturer's recommendations
detailed in section 3.19. Care shall be taken not to
exceed the allowable pressure on any main or
appurtenance, especially if some parts of the system
are much lower than others. In particular, all
resilient-seated gate valves and butterfly valves shall
not be subjected to pressures in excess of their rated
pressures. Subject to those precautions, the
hydrostatic pressure for testing shall be as required
by the respective standard or manufacturer's
recommendation for the pipe under test.
1. The proving of valves shall commence with the
new mains isolated from the existing system,
full of water, with an independent source of
water and pump available to raise and
maintain pressure in the new mains. All valves
not required to be closed shall be open.
Hydrant isolating valves shall be open.
Pressure shall be raised to the design
operating pressure. Each line valve shall be
closed, one valve at a time, the downstream
main depressurized and the valve proved.
(Hydrant isolating valves will be proved later.)
The owner may manipulate any valve under
test to obtain a tight seal. Any valve which fails
to hold pressure shall be repaired or replaced
and be retested until a successful test is
achieved.
2. The maximum length of pipe for each leakage
test shall not exceed 300 m. The leakage test
shall be carried out in accordance with the
standard for the pipe being tested, the test
duration shall be at least one hour. The test
will not be accepted if the leakage exceeds the
quantity
determined
by
the
following
formula.:
CITY OF CAMPBELL RIVER
WATERWORKS
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 16
L = Allowable leakage (L/hr)
N = Number of joints
D = Nominal diameter of the pipe (mm)
P = The average test pressure (kPa)
3. The number of joints shall be one joint per
length of pipe plus one joint per valve, two
per tee and three per cross, based on the
design drawings. Any additional joints
introduced by the Owner for purpose of
convenience of construction or repair shall
not be included in the count.
3.21
Disinfection and
Flushing
Procedures
Subsection 3.21.2
add
All new waterworks materials shall be cleaned,
installed
and
the
mains
and
appurtenances
constructed and disinfected in accordance with
AWWA C651. The requirements for flushing apply,
insofar as practicable, to repairs or subsequent work
performed in pipes that were previously chlorinated.
Those mains previously flushed, disinfected and
approved shall remain isolated from other new mains
not yet approved.
Add Subsection
3.21.10
The Owner shall notify the Health Inspector of the
Provincial Health Department of any intended
chlorination test. Copies of test results shall be
submitted to the Contract Administrator.
CITY OF CAMPBELL RIVER
SANITARY SEWERS
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 17
MMCD Section 33 30 01S
SANITARY SEWERS
2.0
PRODUCTS
2.3
Service Connection
Delete Subsection
2.3.8 (2) and
Replace with the
following
For connections that are more than two sizes smaller
than mainline pipe, use protrusion saddles. Wyes shall
be used on all new lines and wherever possible.
Connections to ribbed PVC pipe to be made with
preformed wye fitting.
3.0
EXECUTION
3.10
Service
connections
Add the following
to Subsection
3.10.2
Marker to be set so that top protrudes between,
300mm to 600mm above existing grade
3.18
Video Inspection
Subsection 3.18.1
amend to read
Prior to completing paving works and again prior to
the expiry of the maintenance period, the Contractor
shall video inspect all sewer mains including those
that are existing that service connections are
inserted. The video inspection report shall be in the
form specified by the Contact Administrator. Copies
of the video and written reports shall be forwarded
to the Contact Administrator when available.
Deficiencies found to be promptly remedied.
CITY OF CAMPBELL RIVER
STORM SEWERS
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 18
MMCD Section 33 40 01S
STORM SEWERS
3.0
EXECUTION
3.8
Connections to
existing mainline
pipes
Delete Subsection
3.8.4 and Replace
with the following
For new connections to existing profile PVC, open
profile HDPE or profile PP mainline sewers, use
preformed tee or wye fitting when connection is up
to two sizes smaller than mainline pipe. For these
pipes during in-situ installation of tees or wyes,
cutting across pipe ribs is not permitted.
3.10
Service
connections
-
Installations
Delete Subsection
3.10.2 and
Replace with the
following
Install 40 x 90 mm marker stake at service terminus so
that top protrudes between 300 - 600 mm above
existing grade. Paint and mark as shown on Standard
Detail CR-S8.
3.11
Cleaning and
flushing
Add to Subsection
3.11.5
All flushing to be done in accordance with Provincial
and Municipal environmental regulations and bylaws.
3.12
Inspection and
Testing
Subsection 3.12.1
amend to read
Prior to completing paving works and again prior to
the expiry of the maintenance period, all storm sewers
including those that are existing that service
connections are inserted are to be video inspected.
Deficiencies found are to be promptly remedied in
accordance with 3.13.
CITY OF CAMPBELL RIVER
MANHOLES AND CATCHBASINS
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SDG | pg. 19
MMCD Section 33 44 01S
MANHOLES AND CATCHBASINS
2.0
PRODUCTS
2.1
Materials
Add to Subsection
2.1.7
and Standard Detail Drawing S5.
Add Subsection
2.1.7(4)
Denso manhole sealing grease or equivalent must be
installed on the cover and frame lip surfaces of all
manholes.
3.0
EXECUTION
3.3
Manhole
installation
Add to Subsection
3.3.10
No pipe sections are to be left in the manhole channel.
Add Subsection
3.3.19
Manhole bolts are required to be installed on sanitary
manhole covers per the following:
(1) 2 units consisting of 3" long, 5/8" carriage
bolts with 1 nut and 1 washer each.
(2) The first unit is tightened with the washer on
the nut side.
(3) The second unit is threaded such that only 2-3
threads are visible beyond the nut. The
threads are to be preened over to prevent
losing the nut.
CITY OF CAMPBELL RIVER
MANHOLES AND CATCHBASINS
SUPPLEMENTARY CONSTRUCTION SPECIFICATIONS
APRIL, 2024
SCHEDULE 3
SUPPLEMENTARY STANDARD DETAIL DRAWINGS
CONSTRUCTION SUPPLEMENTARY SPECIFICATIONS
This schedule contains supplementary standard detail drawings to be applied in conjunction with the
Standard Detail Drawings of the Master Municipal Construction Documents, dated 2019, both of which
shall apply to all Works and Services constructed within the City of Campbell River.
Supplementary Standard Detail Drawings contained within this Schedule supplement or supersede the
Master Municipal Construction Document (MMCD). Where the City of Campbell River Supplementary
Standard Detail Drawings are in conflict with the MMCD, the City of Campbell River Supplementary
Standard Detail Drawings shall take precedence.
TABLE OF CONTENTS
Drawing
CR-L1
STREET TREE BY STRUCTURAL SOIL BREAKOUT
CR-R9
LOCAL ROAD CROSS SECTION
CR-R10
COLLECTOR ROAD CROSS SECTION
CR-R11
ARTERIAL ROAD CROSS SECTION
CR-R12
RURAL ROAD CROSS SECTION
CR-R13
INDUSTRIAL ROAD CROSS SECTION
CR-R14
CURBING OPTIONS AS INFILTRATION SWALES
CR-R15
CUL-DE-SAC TYPICAL UTILITY LOCATIONS
CR-R16
TEMPORARY GRAVEL CUL-DE-SAC
CR-R17
FIXED RESTRICTION POST
CR-R18
STREET NAME AND STOP SIGN
CR-R19
SIGNAGE FOR SIGNALIZED INTERSECTIONS
CR-S11
CATCHBASIN
CR-S18
STORM WATER MANAGEMENT WET DETENTION POND SECTION
CR-S19
DIAGRAM OF SEDIMENTATION MANHOLE AND INFILTRATION SHAFT
CR-S20
STORM WATER MANAGEMENT WET DETENTION POND PLAN VIEW
CR-S21
ENERGY DISSIPATOR
CR-S22
SEDIMENT FENCE TYPICAL PLACEMENT - TWO SLOPES
CR-S23
SEDIMENT FENCE PLACEMENT FOR PERIMETER CONTROL
CR-S24
SEDIMENT FENCE TRENCH METHOD OPTION
CR-S25
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
CR-W1a
THRUST BLOCK ARRANGEMENTS
CR-W1b
THRUST BLOCKING
CR-W2a
STANDARD WATER METER SERVICE (PROPERTY BOX)
CR-W2e
STANDARD CONCRETE METER BOX (FOR 25mm METERS)
CR-W2f
STANDARD CONCRETE METER BOX (FOR 38-50mm METERS)
CR-W2g
DOMESTIC FIRE WATER METER INSTALLATION
CR-W8
BLOW-OFF FOR WATERMAIN
MAP A
SPECIAL LIGHTING AREAS
50mmX50mm PRESSURE TREATED STAKES DRIVEN
INTO UNDISTURBED SOIL OUTSIDE ROOT BALL.
REMOVE STAKES AFTER ONE YEAR.
TWO OPPOSING, FLEXIBLE TIES
TOP OF THE ROOT BALL TO BE FLUSH WITH
SURROUNDING GRADE, CREATE A Ø1.2m
FLUSH-EDGED WELL FOR FIRST YEAR WATERING
50mm DEPTH OF MULCH OVER PLANTING WELL. KEEP
MULCH BACK 0.1m MIN FROM TRUNK
PLANTING CHANNEL TO BE CONTINUOUS DEPTH OF
STRUCTURAL SOIL GROWING MEDIUM. DO NOT RUN
CHANNEL UNDER DRIVEWAYS. PROVIDE SHALLOW
ANGLED 600mm SETBACK FROM ENCUMBRANCES.
600mm MIN DEEP STRUCTURAL SOIL BREAKOUT
UNDER SIDEWALK TO CONNECT TO NEIGHBOURING
LANDSCAPE AREA
SET ROOT BALL ON UNDISTURBED SOIL TO PREVENT
SETTLING. REMOVE STRAPPING, BASKETS OR ROOT
BAGS, CUT ALL BINDING MATERIAL AND FOLD BURLAP
INTO HOLE PRIOR TO BACKFILLING
OPTIONAL Ø100mm PERFORATED PIPE IN DRAIN ROCK
TRENCH WITH GEOTEXTILE ALONG ALL SIDES
PRUNE FOR CLEARANCE: 2m ALONG SIDEWALK, 5m
ALONG ROADWAY. DO NOT CUT LEADER.
ROOT BARRIER, 300mm DEPTH (OPTIONAL)
ROOT BARRIER, 600mm DEPTH (OPTIONAL)
NEIGHBOURING LANDSCAPE AREA
SIDEWALK
GRANULAR BASE
GEOTEXTILE
NOTES:
THIS TREE PLANTING DETAIL IS FOR LINEAR BOULEVARD
PLANTING BETWEEN THE CURB AND SIDEWALK WHERE
ADJACENT LANDSCAPE AREAS OCCUR ON FAR SIDE OF
SIDEWALK.
ALL PLANTS & PLANTING ARE TO CONFORM TO THE B.C.
LANDSCAPE STANDARD.
STRUCTURAL SOIL MATERIALS AND INSTALLATION MUST
CONFORM TO MUNICIPAL STANDARDS AND PROJECT
SPECIFICATIONS.
PROTECT TREE FROM DAMAGE DURING TRANSPORT AND
PLANTING. TREE ROOTS NOT TO BE EXPOSED TO SUN OR
FROST.
CONFIRM TREE LOCATION AGAINST ALL REQUIRED
OFFSETS.
CONFIRM LOCATION OF UTILITIES; IT IS RECOMMENDED
THAT STREET TREE PLANTING PITS BE DUG BY HAND AS
UNDERGROUND SERVICES MAY EXIST.
CONFIRM FREE DRAINING SUBSOIL. CONTACT THE CITY IF
DRAINAGE PROBLEMS ARE PRESENT.
PROVIDE IRRIGATION TO CITY OF CAMPBELL RIVER
REQUIREMENTS.
4
7
14
11
8
19
15
13
12
16
14
18
9
SECTION
10
5
1
1
2
4
5
6
3
7
8
9
10
11
12
14
15
19
17
TURF
CURB
ROAD
UNDISTURBED NATIVE SOIL
13
18
17
3
16
1
16
2
4
18 17
6
13
6
PLAN
12
16
City of
CR-L1
River
Campbell
STREET TREE BY STRUCTURAL
SOIL BREAKOUT
1
TREES SHALL BE A
MINIMUM 5 CM
CALIPER MEASURED
AT 300 MM ABOVE THE
ROOTBALL AT THE
TIME OF PLANTING.
SANITARY SEWER
STORM DRAIN
UTILITY CORRIDOR
SIDEWALK
PL
PL
TRANSFORMERS (LPT)
20m ROW
6.0
0.5
2.2-
2.8
1.0
CL
1.25
1.0
STREETLIGHT
WATER
HYDRANT
GAS
2.25
2.4
ALTERNATE TREE WHEN
PARKING THIS SIDE
1.8-
2.4
EXAMPLE OF ALTERNATE
PARKING BAY ONE SIDE ONLY
WITH TREE PLACEMENTS
ALL DIMENSIONS IN METRES UNLESS NOTED OTHERWISE
2.4
2.2-
2.8
1.0
1.8-
2.4
2.4 BOULEVARD ALTERNATING
2.4 PARKING ALTERNATING
City of
River
Campbell
LOCAL ROAD CROSS SECTION
1
CR-R9
NOTE:
SIDEWALKS LOCATED ON ONE SIDE - EXCEPT
ON TWO SIDES IN AND WITHIN 400 METERS OF
DOWNTOWN, VILLAGE CENTRES,
NEIGHBOURHOOD CENTRES AS WELL AS
ADJACENT TO AND WITHIN 400 METERS OF
SCHOOLS.
SIDEWALK
SIDEWALK
3.5m TRAVEL LANE x 2 = 7.0
1.8
0.3
1.8-
2.4
23m ROW
PL
PL
1.8
0.6-
1.2
TRANSFORMERS (LPT)
HYDRANT
0.3
1.8-
2.4
2.4
PARKING
ALTERNATING
ALL DIMENSIONS IN METRES UNLESS NOTED OTHERWISE
CL
0.6
BUFFER
0.6
STREET TREE
STREET LIGHTING
0.6-
1.2
GAS
2.0
SANITARY SEWER
STORM DRAIN
1.25
1.0
WATER
2.25
2.4
BOULEVARD
ALTERNATING
BIKE LANE
BIKE LANE
EXAMPLE OF ALTERNATE
PARKING BAY ONE SIDE ONLY
WITH TREE PLACEMENTS
UTILITY CORRIDOR
City of
River
Campbell
COLLECTOR ROAD CROSS SECTION
1
CR-R10
SIDEWALK
STREET LIGHTING
3.5
TRAVEL LANE
1.8
25m ROW
PL
PL
2.0
UTILITY CORRIDOR
TRANSFORMERS (LPT)
HYDRANT
1.8
2.4
ALL DIMENSIONS IN METRES UNLESS NOTED OTHERWISE
CL
3.5
TRAVEL LANE
4.0
CENTRE
TURN LANE
4.0
MULT-USE
PATHWAY
2.0
STREET TREE
GAS
3.0
SANITARY SEWER
STORM DRAIN
1.25
1.0
WATER
2.25
City of
River
Campbell
ARTERIAL ROAD CROSS SECTION
1
CR-R11
ALL DIMENSIONS IN METRES UNLESS NOTED OTHERWISE
6.0
2.0
PAVED
SHOULDER
2.0
PAVED
SHOULDER
SWALE
(WHERE
REQUIRED)
20m ROW
CL
PL
HYDRANT
PL
STREETLIGHT
0.5
MINIMUM
UNPAVED
SHOULDER
NOTE:
1. BOULEVARD MUST BE GRADED @ 2% TO 1.0m
BEYOND ANY KIOSK, VAULT OR HYDRANT.
5.0
5.0
MINIMUM
UNPAVED
SHOULDER
0.5
2.0
SANITARY SEWER
STORM DRAIN
1.25
1.0
WATER
2.25
Campbell
RURAL ROAD CROSS SECTION
City of
River
1
CR-R12
6.0
2.0
PARKING
LANE
2.0
PARKING
LANE
20m ROW
CL
ALL DIMENSIONS IN METRES UNLESS NOTED OTHERWISE
UTILITY CORRIDOR
PL
0.9
PL
1.0
GAS
STREETLIGHT
2.1
SIDEWALK
(OPTIONAL)
0.9
2.0
BOULEVARD
2.1
SANITARY SEWER
STORM DRAIN
1.25
1.0
WATER
2.25
2.0
TRANSFORMERS (LPT)
HYDRANT
City of
River
Campbell
INDUSTRIAL ROAD CROSS SECTION
1
CR-R13
SIDEWALK
(OPTIONAL)
FLUSH CURB
0.025m VERTICAL DROP (TYP).
4:1 MAX. SLOPE FOR FIRST 0.5m (TYP.)
FINISHED WITH EROSION RESISTANT
TREATMENT (EG. SODDED GRASS OR
EROSION CONTROL FABRIC) TYP.
1
2
3
DROP CURB
2
1
3
2
1
3
AS PER MMCD
DRAWING C4
MIINUM DEPTH AND
WIDTH AS PER MMCD
DRAWING C4
City of
River
Campbell
1
CURBING OPTIONS AS
INFILTRATION SWALES
CR-R14
CURB
CURB
ELEC.
GAS
STORM
WATER
VARIES
R17.0
R12.5
NOTE:
SEE STANDARD DETAIL DRAWINGS CR-R9 THROUGH CR-R13 FOR
UTILITY OFFSETS
ALL DIMENSIONS IN METRES UNLESS OTHERWISE SHOWN.
SANITARY
ELEC.
BLOW-OFF
City of
CR-R15
River
Campbell
CUL-DE-SAC
TYPICAL UTILITY LOCATIONS
1
TEMPORARY END
12.5m
OF SUBDIVISION
MINIMUM 230mm
PIT RUN GRAVEL
SUBBASE
MINIMUM 150mm
CRUSHED ROAD
BASE
City of
CR-R16
River
Campbell
TEMPORARY GRAVEL CUL-DE-SAC
1
500mm
APPROX.
1000mm TO 1200mm
750mm TO 900mm
100mm Ø SCHEDULE 40 HOT DIPPED
GALVANIZED PIPE POST
CRANE 357E WELD CAP
PAINTED RED
PAINTED WHITE
6
MINIMUM 20MPa CONCRETE SURROUND
FINISHED GRADE
6
2 - 50mm x 75mm x 6mm PLATES
WELDED ALL AROUND
RATIO OF 3/4 FOR BURY OF POST/EXPOSED POST
City of
River
Campbell
CR-R17
FIXED RESTRICTION POST
STOP
000
AVE
E
STANDARD SIZE = 600 X 600. SIGNS AT
COLLECTORS AND ARTERIALS TO BE
750 x 750
POST 65mmØ x 3.05m GALVANIZED
SCHEDULE 40 PIPE
15mm x 115mm ANCHOR
HEAVY DUTY CAST ALUMINUM FITTING
DRILLED TO SUIT
FOR PLACEMENT IN NATIVE MATERIAL.
FOR PLACEMENT IN PORTLAND OR
ASPHALT CONCRETE SURFACE, USE
APPROVED KNOCK OFF BASE.
1
2
4
5
6
3
1
2
3
4
2
5
600 OR 750
2000
600 MIN
150
VARIES
VARIES
LENGTH TO SUIT NAME
NOTES:
STREET SIGN PLATE GRAPHICS IN ACCORDANCE WITH EITHER THIS
PLAN OR CR-G102 AS SUITABLE FOR THE APPLICATION.
STOP SIGN BLANK SHALL BE 12 ga. (O.081) 505H32 ALLOY ALUMINUM
OR EQUAL.
STOP SIGN TO BE 600 X 600 ON LOCAL ROADS AND 750 X 750 ON
ARTERIAL AND COLLECTOR ROADS. STOP SIGN FACE SHALL BE
DIAMOND GRADE REFLECTORIZED WHITE ON REFLECTORIZED RED.
STREET SIGN BLANK SHALL BE ALCAN 6063-T6C ALUMINUM SIGN
BLADE, SHAPE V15116, OR EQUAL.
SIGN POSITION CONFORMING TO BC MoTI OR TAC STANDARDS.
ALL OTHER REGULATORY SIGNS TO BE MOUNTED ON ROUND POSTS
AND CONFORM TO MOT OR TAC STANDARDS.
ALL DIMENSIONS IN MILLIMETRES, UNLESS OTHERWISE SHOWN.
7
6
7
City of
River
Campbell
CR-R18
STREET NAME AND STOP SIGN
City of
River
Campbell
CR-R19
1
SIGNAGE FOR SIGNALIZED
INTERSECTIONS
SIGNALIZED INTERSECTION STREET SIGN FACE SHALL BE
NON-REFLECTIVE COLOURED BACKGROUND WITH DIAMOND GRADE
REFLECTORIZED WHITE CHARACTERS, BOTH SIDES.
ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE.
City of
River
Campbell
CR-S11
CATCHBASIN
1
City of
River
Campbell
STORM WATER MANAGEMENT
WET DETENTION POND
SECTION
CR-S18
1
OIL/GRIT SEPARATOR (NOT SHOWN)
OR
SEDIMENTATION MANHOLE
AS APPROVED BY CITY
INFILTRATION SHAFT
INFILTRATION SHAFT
100mm DIA PVC SOLID PIPE C/W OUTLET TEE
INTERCONNECTING PVC SOLID PIPE
STANDARD MANHOLE FRAME AND COVER
FINISH GRADE
1
2
4
5
6
3
7
1
2
2
2
2
3
3
3
4
4
1
4
6
7
7
7
SEAL JOINTS WITH CEMENT GROUT OR APPROVED
MASTIC
STREET INLET CONNECTION
LADDER RUNG
FLOW
660mm MAX
w/HANDHOLD
City of
CR-S19
River
Campbell
DIAGRAM OF SEDIMENTATION
MANHOLE AND INFILTRATION SHAFT
City of
River
Campbell
STORM WATER MANAGEMENT
WET DETENTION POND
PLAN VIEW
CR-S20
1
City of
River
Campbell
ENERGY DISSIPATOR
CR-S21
City of
River
Campbell
SEDIMENT FENCE
TYPICAL PLACEMENT - TWO SLOPES
CR-S22
City of
River
Campbell
SEDIMENT FENCE PLACEMENT
FOR PERIMETER CONTROL
CR-S23
City of
River
Campbell
SEDIMENT FENCE
TRENCH METHOD OPTION
CR-S24
City of
River
Campbell
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT
CR-S25
City of
River
CR W1a
Campbell
THRUST BLOCK ARRANGE0ENTS
1
City of
River
Campbell
CR-W1b
THRUST BLOCKING
1
City of
River
Campbell
CR-W2a
STANDARD WATER METER
SERVICE (PROPERTY) BOX
c/w 16 - 19mm (5/8 - 3/4") SETTER
TYPICAL INSTALLATION
1
EXTENSION
KNOCKOUTS
(2) REQ'D.(1) EA. END
1. ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN OTHERWISE
NOTES:
BOTTOM
TOP
MARKED WATER METER
CAST IRON TRAFFIC COVER
2. ONLY PRODUCTS APPROVED BY THE CITY AND LISTED IN THE
CITY OF CAMPBELL RIVER APPROVED PRODUCTS LIST WILL BE
ACCEPTED FOR INSTALLATION.
C W 45mm Ø UN -RECESSED
HOLE FOR TOUCH READ AND
RADIO READ PIT LID ADAPTER
(WITH PLUG)
H20 LOADING
City of
River
Campbell
CR-W2e
STANDARD CONCRETE
METER BOX
(FOR 25 mm METERS)
1
5 WELDED
WIRE FRAME
EXTENSION
BOTTOM
KNOCKOUTS
(4) REQ'D.(1) EA. END
STEEL TRAFFIC COVER
MARKED WATER
TOP
NOTES:
1. ALL DIMENSIONS IN MILLIMETRES UNLESS SHOWN
OTHERWISE
2. ONLY PRODUCTS APPROVED BY THE CITY AND LISTED IN
THE CITY OF CAMPBELL RIVER APPROVED PRODUCTS LIST
WILL BE ACCEPTED FOR INSTALLATION.
C W 45mm Ø UN-RECESSED
HOLE FOR TOUCH READ AND
RADIO READ PIT LID ADAPTER
(WITH PLUG)
City of
River
Campbell
CR-W2f
STANDARD CONCRETE METER BOX
(FOR 38-50 mm METERS)
1
City of
River
Campbell
City of
River
Campbell
CR-W8
BLOW-OFF FOR
WATERMAIN
1