Subdivision and Development Servicing Bylaw No. 1223, 2008
Golden, British Columbia
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Subdivision and
Development
Servicing Bylaw
Bylaw Number 1223, 2008
Town of Golden - Subdivision and Development Servicing Bylaw 1223
Town of Golden - Subdivision and Development Servicing Bylaw 1223
2
TABLE OF CONTENTS
TABLE OF CONTENTS
1.0 BYLAW
2.0 TITLE
3.0 DEFINITIONS
4.0 SUBDIVISION AND DEVELOPMENT REQUIREMENTS AND REGULATIONS
4.1 COMPLIANCE WITH BYLAW
4.2 PRELIMINARY LAYOUT REVIEW
4.3 MINIMUM FRONTAGE
5.0 PROVISION OF SERVICES IN SUBDIVISIONS AND DEVELOPMENTS
5.1 LEVEL OF SERVICE
5.2 SUBDIVISIONS WHERE SERVICING REQUIREMENTS MAY BE WAIVED
5.3 EXPENSE OF SERVICES TO BE BORNE BY OWNER
5.4 INSURANCE
5.5 SUBDIVISION APPROVAL PRIOR TO COMPLETION OF WORKS AND SERVICES
5.6 MAINTENANCE
5.7 TOTAL PERFORMANCE
5.8 FINAL ACCEPTANCE
5.9 RIGHT-OF-WAY AGREEMENT
5.10 DESIGN AND FIELD REVIEW OF CONSTRUCTION BY A PROFESSIONAL ENGINEER
5.11 EXCEPTION FOR SERVICE CONNECTION
5.12 SITE PREPARATION
5.13 OFF-SITE SERVICES
5.14 DUST CONTROL
5,15 CLEAN-UP
5.16 MASTER MUNICIPAL SPECIFICATIONS, 2OOO GOLD BOOK EDITION
5.17 MASTER MUNICIPAL CONSTRUCTION DOCUMENT, DESIGN GUIDELINE MANUAL
2005
5.18 ALTERNATIVE DEVELOPMENT STANDARDS
6.0 SERVICING REQUIREMENTS FOR SUBDIVISIONS UNDER THE LAND TITLE ACT
6.1 HIGHWAYS
6.2 SIDEWALKS, CURBS AND GUTTERS
6.3 STREET LIGHTING
6.4 ELECTRICAL AND COMMUNICATIONS WIRING AND GAS DISTRIBUTION SYSTEM
6.5 WATER DISTRIBUTION SYSTEM
6.6 SANITARY SEWER
6.7 DRAINAGE SYSTEM
7.0 SERVICING REQUIREMENTS FOR DEVELOPMENTS NOT REQUIRING SUBDIVISION
7.1 DEVELOPMENTS NOT REQUIRING SUBDIVISION
8.0 SERVICING REQUIREMENTS FOR HIGHWAYS ABUTTING A SITE BEING SUBDIVIDED
OR DEVELOPED
8.1 SERVICING REQUIREMENTS FOR HIGHWAYS ABUTTING A SITE BEING SUBDIVIDED
OR DEVELOPED
9.0 ADMINISTRATIONANDENFORCEMENT
9.1 APPLICATION FEE
9.2 OTHER FEES
9.3 AUTHORIZATION TO ENTER ON LANDS BEING SUBDIVIDED OR DEVELOPED
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Town of Golden - Subdivision and Development Servicing Bylaw 1223
9.4
9.5
9.6
9.7
9.8
10.0
10.1
10.2
1 1.0
12.0
13.0
14.0
15.0
16.0
17.O
18.0
19.0
20.0
21.0
22.0
23.0
24.0
24.1
24.2
24.3
24.4
24.5
24.6
24.7
VIOLATION
OFFENCE
PENALTY
SEVERABILITY
SCHEDULES FORM PART OF BYLAW
ENACTMENT
REPEAL OF PREVIOUS BYLAW
BYLAW ADOPTION
SCHEDULE A - LEVEL OF SERVICE
SCHEDULE B - REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE DESIGN
AND CONSTRUCTION OF HIGHWAYS
SCHEDULE C - REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE DESIGN
AND CONSTRUCTION OF CURBS AND GUTTERS, SIDEWALKS AND BOULEVARDS
SCHEDULE D - REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE DESIGN
AND INSTALLATION OF WATER SYSTEMS
SCHEDULE E - REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE DESIGN
AND CONSTRUCTION OF SANITARY SEWERS
SCHEDULE F - REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE DESIGN
AND INSTALLATION OF STORMWATER MANAGEMENT SYSTEMS
SCHEDULE G - REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE
INSTALLATION OF STREET LIGHTING
SCHEDULE H - REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE
INSTALLATION OF ELECTRICAL AND COMMUNICATIONS WIRING AND GAS
DISTRIBUTION SYSTEM
SCHEDULE I - STANDARDS FOR THE PREPARATION OF ENGINEERING DRAWINGS
SCHEDULE J - STANDARD DEVELOPMENT AGREEMENT DOCUMENT FOR
SUBDIVISIONS
SCHEDULE K - STANDARD STATUTORY RIGHT-OF-WAY DOCUMENT
SCHEDULE L - CONFIRMATION OF COMMITMENT BY OWNER
SCHEDULE M - CONFIRMATION OF PROFESSIONAL ASSURANCE
SCHEDULE N - STANDARD DRAWINGS
DRAWINGS FOR SCHEDULE B - HIGHWAYS
DRAWINGS FOR SCHEDULE C - CURBS, SIDEWALKS, BOULEVARDS
DRAWINGS FOR SCHEDULE D - WATER SYSTEMS
DRAWINGS FOR SCHEDULE E - CONSTRUCIION OF SANITARY SEWERS
DRAWINGS FOR SCHEDULE F - DRAINAGE SYSTEMS
DRAWINGS FOR SCHEDULE G - STREET LIGHTING
STANDARD FORMS a) - e)
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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1.0 BYLAW
TOWN OF GOLDEN
Subdivision and Development Servicing Bylaw Number 1223,2008
WHEREAS the Town of Golden wishes to revise the provisions of the present Subdivision
Servicing Bylaw No. 922, 1993 as amended;
AND WHEREAS pursuant to Section 938 of the Local Government Act of British Columbia, a
local government, may by bylaw, regulate and require the provision of works and services
in respect of the subdivision or development of land;
NOW THEREFORE, the Council of the Town of Golden, in open meeting assembled, enacts
as follows:
PURPOSE
The primary purpose of this bylaw is to establish standards for works and services which must
be constructed and installed to service any subdivision or development of lands in the area
within the municipal boundaries of the Town of Golden for the benefit of the community as a
whole.
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Town of Golden - Subdivision and Development Servicing Bylaw 1223
This Bylaw may be cited as the "Subdivision and Development Servicing Bylaw No. 1223,
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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3.0 DEFINITIONS
ln this Bylaw, unless the context requires otherwise:
"Applicant" means a person applying for the approval of a subdivision or a person
applying for development other than subdivision, whether as the owner of the property
proposed to be subdivided or developed or as agent for the owner or his or her contractor.
"Approval, Final" means the Approving Officer's affixation of his or her signature to a
subdivision plan pursuant to an Act.
"Approval, Preliminary Layout" means written notification of a review of information
presented to the Approving Officer previous to submission of a subdivision plan for final
approval.
"Approving Officer" means any person duly authorized by the Council to act as Approving
Officer pursuant to the provisions of the Land Title Act.
"Arterial Street" means a roadway with the primary function of carrying all types of
through traffic from one area to another and a secondary function of providing access to
adjacent parcels of land.
"Boulevard" means that portion of a highway between the curb lines or the lateral
boundary lines of a roadway and the adjoining property or between curbs on median
strips or islands, but does not include curbs, sidewalks, ditches, or driveways.
"Building lnspector" means the Building lnspector of the Municipality.
"Building Regulations" means Building Regulation Bylaw No.864 as amended
"Collector Street" means a roadway with equal priority functions of:
a)
distributing traffic between arterials and lower classifications of roadways such as
other collectors and local roadways; and
providing access to adjacent parcels of land
b)
"Community Sewer System" means a sanitary sewer or a system'of sewage disposal works
which is owned, operated and maintained bythe municipality.
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Town of Golden - Subdivision and Development Servicing Bylaw 1223
"Community Water System" means a waterworks system, within the meaning of the
Drinking Water Protection Regulation of the Drinking Water Protection Act, which is
owned, operated and maintained by the Municipality, an lmprovement District, or which is
regulated under the Water Utility Act, and authorized by the Council.
"Council" means the Council of the Town of Golden.
"Cul-de-sac" means a local street that is connected to the remainder of the roadway
network at only one point and that terminates in a vehicle-turning area.
"Development" includes an activity that requires or includes a subdivision, a development
permit and in some cases a Building Permit.
"Drainage System" means a system of works designed and constructed to control the flow
of storm water and/or ground water.
"Final Acceptance" means all works and services are complete, all deficiencies identified
over the maintenance period have been rectified and the Manager of Operations certifies
that the subdivision is finally accepted by the Municipality in accordance with Section 4.8
of the Bylaw.
"Frontage" means the length of a parcel boundary which immediately adjoins a highway
other than a lane or a pathway.
"Highway" means a highway as defined in the Transportation Act.
"lndustrial Street" means a local street that provides access to adjacent parcels of industrial
zoned land.
"Lane" means a roadway which provides secondary access to adjacent parcels of land and
is generally located at the rear of the property.
"Letter of Credit" means a clean, unconditional and irrevocable letter of credit in an
amount required by the Bylaw and provided in a form and for a term satisfactory to the
Manager of Operations, made in favour of the Municipality, issued in a Canadian Chartered
Bank or other Financial institution acceptable to the Manager of Operations and which
may be presented and drawn down at any bank of financial institution in the Municipality.
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Town of Golden - Subdivision and Development Servicing Bylaw 1223
"Local Street" means a roadway with the primary function of providing direct access to
adjacent parcels of land and generally connects to other local roadways and collector
roadways.
"Manager of Operations" means the manager of operations as appointed by the Town of
Golden Council or his or her designate and is responsible for administration this bylaw.
"Medical Health Officer" means the Medical Health Officer appointed under the Health Act
"Municipality" means the Town of Golden or the area within the municipal boundaries
thereof as the context may require.
"Owner" shall be interpreted as defined in the Local Government Act.
"Owner's Engineer" means the Professional Engineer engaged by the Owner to design and
prepare drawings for construction of works in a subdívision or development, or his
authorized representative.
"Parcel" means any parcel as defined in the Land Titles Act.
"Parcel Line" means a legally defined boundary of any parcel.
"Pathway" means a path which follows routes independent of motor vehicle roadways,
sidewalks and bike lanes, intended for use by pedestrians and other non-motorized modes
of travel. Pathways include walkways and bikeways.
"Potable Water" means water which is approved for drinking purposes in accordance with
the Drinking Water Protection Act.
"Preliminary Layout Review lnformation" means such drawings, plans, information and
documents as the Approving Officer requires, and in such form as is required by the
Municipality, to determine, on a preliminary basis:
a)
whether the proposed Subdivision would be against the public interest or
otherwise unsuitable for Subdivision; and
if not against the public interest or otherwise unsuitable for Subdivision, what the
Owner must include in the Application for Subdivision Approval.
b)
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Town of Golden - Subdivision and Development Servicing Bylaw 1223
"Professional Engineer" means a person who is registered or duly licensed as such under
the provisions of the Engineers and Geoscientists Act of British Columbia.
"Roadway" means the portion of the highway that is improved, designed or ordinarily used
for vehicular traffic.
"service Level" means the standard of municipal services required for development of
subdivisions under the provisions of this Bylaw.
"Street" means a roadway except a lane, trail, or pathway.
"Subdivision" means the division of land into two or more parcels by plan or apt
descriptive words.
"Total Performance" means 10}o/o completion of all works and services without defects or
deficiencies.
"Watercourse" means any natural or man-made drainage course or source of water,
whether usually containing water or not, and includes any lake, river, creek, sprÍng, ravine,
swamp, gulch, or source of groundwater, whether enclosed in a conduit or not, or as
required by a designated official of the Ministry of Environment
"Zone" means an area created by the Zoning Bylaw of the Town of Golden as amended or
as replaced from time to time both before and after the effective date of this Bylaw.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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4.0 suBDlv¡sloN
AND DEVELOPMENT
REQUIREM
AND
REGULATIONS
4.1 COMPLIANCE WITH BYLAW
No person shall subdivide or develop land in the Municipality except in compliance
with the provisions of this Bylaw.
4.2 PRELIMINARY LAYOUT REVIEW
An Owner who wishes to subdivide land, must provide, prior to making an
Application for Subdivision Approval, the Municipality with Preliminary Layout
Review lnformation and non-refundable fees in connection therewith. Following
receipt of the Preliminary Layout Review lnformation, the Approving Officer will
provide the Owner with a Preliminary Layout Review Letter advising the Owner of
the Approving Officer's preliminary determination. The provision, by the Owner, of
Preliminary Review Layout information, will not constitute an Application for
Subdivision Approval under this Bylaw or the Land Title Act, and the Approving
Officer's response, whether in the form of a Preliminary Layout Review Letter or
otherwise, will not constitute approval, conditional or otherwise, of an application
for Subdivision Approval under this Bylaw or the Land Title Act, or require the
Approving Officer to approve an Application for Subdivision Approval.
4.3 MINIMUM FRONTAGE
The Approving Officer may exempt a person proposing to subdivide land from any
prescribed minimum frontage, or from the limitation provided under Subsection (1)
of Section 944 of the Local Government Act.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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5.0 PROVISION OF SERVICES IN 5UBDIVISIONS AND
EVELOPMENTS
5.1 LEVEL OF SERVICE
Unless otherwise approved by a Development Variance Permit issued by the
Council pursuant to Section 938 of the Local Government Act, all subdivisions and
developments shall be provided with services as prescribed in Schedule A of this
Bylaw and the level of services required may be different for different zones as
established by the Zoning Bylaw in accordance with the provisions of Schedule A of
this Bylaw.
5.2 SUBDIVISIONS WHERE SERVICING REQUIREMENTS MAY BE WAIVED
Notwithstanding Subsection 4.1, the servicing requirements prescribed in Schedule
A of this Bylaw are not required where the parcel created is to be used solely for the
unattended equipment necessary for the operation of any one of the following:
. a community water system;
. a community sewer system;
. a community gas distribution system;
o a community radio or television receiving antennas;
o a radio or television broadcasting antenna;
o a telecommunications relay station;
. an automatic telephone exchange;
. an air or marine navigational aid;
¡ electrical substatíons or generating stations;
. ahy other similar public service or quasi public service facility or utility;
. surface parking parcels;
o common parcel accesses;
. a park or
o a cemetery
Where the servicing requirements for parcels have been waived under this section,
all parcels must be included in a Section 219 covenant.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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5.3 EXPENSE OF SERVICES TO BE BORNE BY OWNER
Unless otherwise provided in this Bylaw, all works and services requíred to be
provided by this Bylaw shall be constructed and installed at the expense of the
Owner or Applicant.
5.4 INSURANCE
The Owner must provide and maintain, at the Owner's expense, at all times untÍl
the Certificate of Final Acceptance ís issued, Comprehensive General Liability
lnsurance coverage, covering premises and operations liability, contingency
liability with respect to the operations of contractors and sub-contractors,
completed operations liability, contractual líability and automobile liability for
owned, non-owned and hired units. The limits of liability must be not less than
55,000,000 for each occurrence for bodily injury, death and damage to property.
Each policy must provide that it cannot be cancelled, lapsed, or materially altered
without at least thirty (30) days' notice in writing to the Municipality by registered
mail, must name the Municipality and its officials and employees as an additional
insured, and must contain a cross-liability clause. The insurance coverage required
to be provided by the Owner may be embodied in a blanket insurance policy
obtained by the Owner. The Owner must deliver a copy of each insurance policy to
the Municipality prior to the commencement of Construction of the Works and
Services. lf the Owner faíls to obtain and maintain the said insurance or deliver the
said policy or policies to the Municipality, the Municipality may but will not be
obliged to obtain and maintain such insurance at the expense of the Owner.
5.5 SUBDIVISION APPROVAL PRIOR TO COMPLETION OF WORKS AND SERVICES
All works and services to be constructed and installed to serve any development or
proposed subdivision of any lands shall be constructed and installed in strict
compliance with the regulations standards and specifications as prescribed in
Schedules A to H hereto at the expense of the Applicant prior to the approval of
such subdivision by the Approving Officer. A plan of subdivision may be finally
approved prior to the Total Performance of the construction and installation of the
requíred works and services where the Applicant deposits a letter of credit with the
Town of Golden in the amount of One Hundred and Twenty Five Percent (125o/o) of
the cost of installing and paying for all the works and services required as estimated
by the Owner's Engineer and approved by the Manager of Operations before the
subdivision plan is approved by the Approving Officer, and enters into a form of
agreement with the Municipality as contained in Schedule J hereto for subdivisions
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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pursuant to the Land Title Act of the Province of British Columbia, to do all things
required to carry out and construct the necessary works and services.
5.6 MAINTENANCE
Where the Owner of the land is required to construct and install works and services
in accordance with the provisions of this Bylaw, the owner shall:
operate and maintain the works constructed and installed for twenty-four
(24) months.
provide the Municipality with a maintenance bond or letter of credit as
security against unsatisfactory operation and maintenance of the works and
services during the maintenance period in an amount no less than 10o/o of
the cost of all works associated with the development or subdivision and
approved by the Manager of Operations.
5.7 TOTAL PERFORMANCE
Upon lO}o/o completion of the works, the Owner's Engineer must schedule a field
inspection with the Manager of Operations. Prior to verification by the Manager of
Operations that Total Performance of all the Works has been achieved, the Owner
must provide the Municipality with:
a Certificate of Total Performance prepared by the Owner's Engineer with
respect to all Works and Services;
a confirmation of Professional Assurance in the form specified in Schedule
M;
confirmation in writing from the Land Surveyor (B.C.L.S.) that all survey pins
have been installed on the Parcel;
as-built drawings of the Works and Services in the form specified in Schedule
l; and
all copies of required manuals, videos, testing reports and results, and
completed Building Grade Slips in the form specified in Schedule N.
.2
.2
.3
.4
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Town of Golden - Subdivision and Development Servicing Bylaw 1223
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5.8 FINAL ACCEPTANCE
Upon the expiration of the Maintenance Period, receipt from the Owner of a
Statutory Declaration and verification by the Manager of Operations that all
information, documents, agreements, covenants, and fees required from the Owner
and Consulting Engineer pursuant to this Bylaw have been provided to the
Mu nicipality, the Municipality wil l:
provide the Owner with a Final Acceptance Certificate of all Works and
Services; and
2
release to the Owner the balance of the Maintenance Bond or letter of credit.
5.9 RIGHT-OF-WAY AGREEMENT
Where the provisions of this Bylaw require an Owner to grant a utility or drainage
right-of-way to the Municipality, the Owner shall be required to enter into an
agreement as prescribed in Schedule K of this Bylaw and shall pay all associated
costs.
5.10 DESIGN AND FIELD REVIEW OF CONSTRUCTION BY A PROFESS¡ONAL
ENGINEER
All engineering drawings required in this Bylaw for works and services, shall be
prepared by a Professional Engineer registered to practice in the Province of British
Columbia.
The Applicant shall engage a Professional Engineer to carry out all necessary field
reviews and inspections during the construction of works and services required as a
condition of subdivision or development approval. The Professional Engineer shall
submit a report in the format set out in Schedule N of this Bylaw certifying that the
works and services have been carried out in compliance with this Bylaw and the
plans, drawings and supporting documents submitted in support of the
subdivision or development application which were accepted by the Municipality.
All applications for subdivision or development shall include a letter of
commitment from the Applicant in the format set out in Schedule L of this Bylaw,
that a Professional Engineer has been engaged to carry out all necessary design
works and undertake all field services for the subdivision or development.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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5.11 EXCEPTION FOR SERVICE CONNECTION
Notwithstanding Section 4.10 above, in a subdivision or development where only
service connections to existing works and services are required, no Professional
Engineer is required to be engaged.
5.12 SITE PREPARATION
ln no case shall land be excavated, filled, paved or gravelled or the surface features
of land otherwise be altered for the purpose of development without the prior
written approval of the Approving Officer or Manager of Operations.
5.13 OFF-SITE SERVICES
The Applicant may be required to contribute towards the cost of upgrading or
upsizing of off-site roadways and utilities.
5.14 DUST CONTROL
During construction of works and services, the Applicant shall be responsible for
providing for and maintaining dust control at alltimes wherever:
the operation of any equipment causes dust that becomes a nuisance to
property owners and residents in the area;
b)
bare soil conditions are created in performing work;
should the Applicant not implement dust control procedures as required or
as directed by the Manger of Operations, the Municipality will undertake the
dust control procedures and back charge the Applicant to recover all costs
incurred including such things as engineering and administration costs,
wages, equipment costs, etc.
5.15 CLEAN.UP
During construction of works and services within the subdivision or development,
the Applicant shall be responsible for ensuring that the construction area shall be
maintained free of accumulation of excess waste material and debris.
a)
c)
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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The disposal of waste materials and rubbish by burning or burial on the site will not
be permitted. The disposal of volatile wastes such as mineral spirits, oil, gasoline or
paint thinner into storm or sanitary sewer drains will not be permitted.
During and after construction of works and services, the Applicant shall be
responsible for ensuring that all access streets into the subdivision or development
are maintained free of accumulation of excess waste material and debris. The
Municipality reserves the right to carry out the maintenance of such access streets
and charge the cost of such work to the Applicant, if the Applicant fails to restore
the street(s) to normal levels within a week of being notified in writing by the
Municipality.
5.1ó MASTER MUNICIPAL SPECIFICATIONS, 2OOO GOLD BOOK EDITION
The provisions of this Bylaw are to be applied in conjunction with the Master
Municipal Specifications,2000 Gold Book Edition, which otherwise apply to all Works
and Services constructed within the Municipality.
The provisions of this Bylaw supersede the provisions of the Master Municipal
Specifications.
Where the provisions of this Bylaw are in conflict with the Master Municipal
Specifications, the provisions of this Bylaw take precedence, unless otherwise
agreed to in writing by the Manager of Operations.
5.17 MASTER MUNICIPAL CONSTRUCTION DOCUMENT, DESIGN GUIDELINE
MANUAL 2OO5
The provisions of this Bylaw are to be applied in conjunction with the Master
Municipal Design Guideline Manuol,2005, which otherwise applies to all Works and
Services constructed with i n the M u nici pa I ity.
The provisions of this Bylaw supersede the provisions of the Master Municipal
Design Guideline Manual.
Where the provisions of this Bylaw are in conflict with the Master Municipal Design
Guideline Manual, the provisions of this Bylaw take precedence, unless otherwise
agreed to in writing by the Manager of Operations.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
17
ALTERNATIVE DET'ELOPMENT STAN DARDS
Despite the standards outlÍned in this bylaw, the Town of Golden supports the use
of Alternative Development Standards that are designed by a Professional Engineer
and are climate specifîc to Golden. These standards must be approved by the
Manager of Operations.
6.0 SERVICING REQUIREMENTS FOR SUBD¡VISIONS UNDER THE LAND
TITLE ACT
6.1
HIGHWAYS
All highways created by plan of subdivision, including the widening of highways,
shall:
comply with the dimensions, location, alignment, and gradient
requirements set out in Schedules A and B of this Bylaw; and;
2
be cleared, graded and surfaced in accordance with standards set out in
Schedules A and B of this Bylaw.
6.2 SIDEWALKS, CURBS AND GUTTERS
ln subdivisions where highways are created, sidewalks and curbs and gutters shall
be provided as required in Schedule A and constructed in accordance with the
standards set out in Schedule C of this Bylaw.
6.3 STREET LIGHTING
ln subdivisions where highways are created, street lighting shall be provided as
required in Schedule A and constructed in accordance with the standards set out in
Schedule G of this Bylaw.
6.4
ELECTRICAL AND COMMUNICATIONS WIRING AND GAS DISTRIBUTION
SYSTEM
ln subdivisions, each parcel shall be provided with power supply consistent with
the standards set out in Schedule A and Schedule H of this Bylaw. Where
telephone, cablevision, fibre optics and gas service are to be provided, such
services shall be provided consistent with the standards set out in Schedule A and
Schedule H of this Bylaw.
6.5 WATER DISTRIBUTION SYSTEM
ln subdivisions, each parcel shall be supplied with a complete water distribution
system connected to a community water system as required in Schedule A, and all
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Town of Golden - Subdivision and Development Servicing Bylaw 1223
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systern components shall be installed in accordance with the standards set out in
Schedule D of this Bylaw.
6.6 SANITARY SEWER
ln subdivisions, each parcel shall be provided with a complete sewage collection
system connected to the community sanitary sewer system as required in Schedule
A of this Bylaw and all system components shall be installed in accordance with the
standards set out in Schedule E of this Bylaw.
6.7 DRAINAGE SYSTEM
ln subdivisions, each parcel shall be provided with a complete and fully operative
drainage system as required in Schedule A of this Bylaw and constructed in
accordance with the standards set out in Schedule F of this Bylaw.
2A
7.O SERVICING REQ
REMENTS FOR DEVELOPMENTS NOT REOUIRING
SUBDIVISION
7.1 DEVELOPMENTS NOT REQUIRING SUBDIVISION
As a condition of the issuance of a building permit on a site being developed, the
Council may require that the Applicant provÍde works and services which are
directly attributable to the development consistent with the provisions of this
section.
Prior to issuing a building permit on a site being developed, the Council may
require the Applicant to prepare a site servicing plan and details prepared by a
Professional Engineer which shall identify how the Applicant intends to construct
services on the site. All site servicing plans must provide for works and services that
comply with the regulations, standards and specifications for works and services
provided by this Bylaw. Where in any case, Council does require works and services
as the condition of an issuance of a building permit, such services as required shall
be provided as follows:
ó.1.1 Domestic Water
Where community water is required by Council, the water distribution
system on the parcel shall be constructed and connected to the community
water system consistent with a site servicing plan reviewed by the Manager
of Operations and in accordance with the provisions of Schedule D of this
Bylaw.
6.1,2 Sanitary Sewer
Where Council requires a community sewer system, the sewage collection
system on the parcel shall be constructed and connected to the community
sewer system consistent with a site servicing plan reviewed by the Manager
of Operations and in accordance with the provision of Schedule E of this
Bylaw.
6.1.3 Site Drainage
Where Council requires site draínage collection and disposal facilities, such
facilities shall be provided in accordance with a site servicing plan reviewed
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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by the Manager of Operatíons and in accordance with the provision of
Schedule F of this Bylaw.
6.1.4 Access Roadways and Parking
Where Council requires on-site parking or on-site loading facilities, the
development shall be provided with vehicle access from a highway or
highways reviewed by the Manager of Operations.
For developments located on sites fronting on a controlled access highway
designated pursuant to the Transportation Act, the proposed method of
providing access to the site shall also be subject to the approval of the
Ministry of Tra nsportation.
6.1.5 Power, Telephone, Cablevision, Gas and Fibre Optics
Where required by Council, all power, telephone, cablevision, gas and fíbre
optics wiring and/or ducts shall be installed consistent with the provisions of
Schedule A and Schedule H of this Bylaw.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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8.0 SERVICING REQUIREMENTS FOR HIGHWAYS ABUTTING A SITE
BEING SUBDIVIDED OR DEVELOPED
8.1
SERVICING REQUIREMENTS FOR HIGHWAYS ABUTTING A SITE BEING
SUBDIVIDED OR DEVELOPED
As a condition of the approval of a subdivision or development or the issuance of a
Building Permit, Council may by resolution in any case, require that the Applicant
provide works and services directly attributable to the development on that
portion of a highway immediately adjacent to the site being subdivided or
developed, up to the centreline of the highway for items (a) and (b) below only.
Works and services which may be required include:
Highway improvements including clearing, grading and surfacing in
accordance with the standards set out in Schedules A and B and F of th¡s
Bylaw.
b)
a)
c)
d)
e)
f)
Sidewallc curb and gutter improvements in accordance with the standards
set out in Schedules A and C of th¡s Bylaw.
Water system improvements including construction of water distribution
components in accordance with the standards set out in Schedule D of this
Bylaw.
Sewer system improvements including construction of sewage collection
system components in accordance with the standards set out in Schedule E
of this Bylaw where Schedule A of th¡s Bylaw requires the development of a
sewer system.
Drainage system improvements including the provision of drainage facilities
as required in Schedule A of this Bylaw, and construction of specific drainage
system improvements in accordance with the standards set out in Schedule
F of this Bylaw.
Where the provisions of Schedule A require underground wiring, all power,
telephone and cablevision, ducting and junction facilities shall be installed
in accordance with the provisions of Schedule H of this Bylaw.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
23
9.0
ADMINISTRATION AND ENFORCEMENT
9.1 APPLICATION FEE
An applicant for subdivision approval shall submit with the application a fee in the
amount prescribed by the "Town of Golden Development Application Fees Bylaw"
as amended from time to time.
9.2 OTHER FEES
Where the Owner of land is required to construct and install works and services in
accordance with the provisions of this Bylaw, the Owner will pay to the Municipality
all administration fees, engineering fees and legal fees that are incurred by the
Municipality attributable to all enquiries related to servicing standards and
capacities, submissíons for preliminary layout approval and submissions for final
approval of a subdivision and the lnspection Fees as specified in Schedule J.
9.3 AUTHORIZATION TO ENTER ON LANDS BEING SUBDIVIDED OR DEVELOPED
Officers of the Municipality, or their designates, are authorized to enter, at all
reasonable times, upon the lands for which application to subdivide has been
made or for which development is proposed, in order to ascertain whether the
provisions of this Bylaw are being met.
9.4 VIOLATION
Every person who:
a)
violates any of the provisions of this Bylaw;
b)
causes or permits any act or thing to be done in contravention or violation of
any of the provisions of this Bylaw;
c)
neglects or omits to do anything requÍred under this Bylaw;
carries out, causes or permits to be carried out any development in a manner
prohibited by or contrary to any of the provisions of this Bylaw;
e)
fails to comply with an order, direction or notice given under this Bylaw;
d)
Town of Golden - Subdivision and Development Servicing Bylaw 1223
24
prevents or obstructs or attempts to prevent or obstruct the authorized
entry of an officer on property under Section 8.3;
commits an offence and upon summary conviction be subject to the penalties
provided in this Bylaw.
9.5
OFFENCE
Each day's continuance of an offence under Section 8.4 constitutes a new and
distinct offence.
9.6
PENALTY
Any person who violates any of the provisions of this Bylaw shall, on summary
conviction, be liable to a penalty not exceeding 510,000 plus the cost of
prosecution for each offence.
9.7 SEVERABILITY
lf any section, subsection, sentence, clause or phrase of this Bylaw is for any reason
deemed to be invalid by the decision of any court of competent jurisdiction, the
invalid portion shall be severed and the decision that it is invalid shall not affect the
validity of the remainder of this Bylaw.
9.8 SCHEDULES FORM PART OF BYLAW
Schedules "A" through "O" are attached to and form part of this Bylaw
f)
Town of Golden - Subdivision and Development Servicing Bylaw 1223
25
1O.O ENACTMENT
10.1 REPEAL OF PREVIOUS BYLAW
Subdivision Control Bylaw Number 922, 1993 and all amendments thereto, is
hereby repealed.
1O.2 BYLAW ADOPTION
This Bylaw shall take effect upon adoption by the Council of the Town of Golden.
READ A FIRST TIME THIS 18th DAY OF March, 2008.
READ A SECOND TIME THIS 18th DAY OF March, 2008.
READ A THIRD TIME THIS 18th DAY OF March,2008.
ADOPTED THIS 1't DAY OF April, 2008
OFFICER
Town of Golden - Subdivision and Development Servicing Bylaw 1223
26
1 1.0
SCHEDULE A. LEVEL OF SERVICE
Town of Golden - Subdivision and Development Servicing Bylaw 1223
LEVEL OF SERVICE
SCHEDULE A
{.0
ESTABLISHMENT OF SERVICE LEVELS
Within the Municipality, different service levels will be required for new subdivisions and
developments in different areas of the Municipality. Two service levels have been established, and
the area to which each service level is to be applied is delineated in Map A-1 which forms part of
Schedule A.
2.O SERVICE LEVEL 1
The following services shall be provided in all new subdivisions or developments requiring a
development permit under the Town of Golden Official Community Plan in areas delineated in Map
A-1 as "Service Level 1".
Highway Standard 1 as defined in Schedule B including:
asphaltic concrete paving on roadways, pathways and lanes
curb and gutter
sidewalks as required in Schedule B
underground power, telephone and cablevision
ornamental street lighting unless non-ornamental street
Manager of Operations in writing
lighting is approved by the
Water distribution system and connection to community water system.
Sanitary sewer collection system and connection to community sanitary sewer system.
Stormwater drainage in accordance with a drainage plan as required in Schedule F.
3.O SERVICE LEVEL 2
The following services shall be provided in all new subdivisions or developments requiring a
development perm¡t under the Town of Golden Official Community Plan in areas delineated in Map
A-1 as "Service Level 2".
Highway Standard 2 as defined in Schedule B including:
asphaltic concrete paving on roadways, pathways and lanes
overhead wiring for power, telephone and cablevision
street lighting
.1
.2
.3
.4
.5
.1
.2
.3
Town of Golden - Subdivision and Development Servicing Bylaw 1223
4.1
Water distribution system and connection to community water system for domestic purposes; for
industrial water usage, the Owner may be required to provide an alternate source of supply.
Sanitary sewer collection system and connection to community sanitary sewer system for domestic
purposes; for sewage generated by industrial use, the Owner may be required to provide alternate
treatment and disposal facilities.
Surface stormwater drainage in accordance with a drainage plan as required in Schedule F
4.0 RESERVE AREAS
On Map A-1, parts of the municipality are designated as "Reserve". Reserve areas have a zoning
description which does not permit the subdivision of land prior to a Zoning Bylaw amendment. The
service level for each Reserve area will be established at the time of rezoning.
5.0 SPECIAL CIRCUMSTANCES
There are some areas of Golden where the roadways and services presently constructed exceed the
standards set out in the various service level areas. The Municipality may require that this higher
standard be continued to adjacent developments for the sake of continuity and the Applicant will
be so advised when applications are reviewed by the Municipality.
The Applicant is responsible for the cost of providing this higher level of service within the various
service level areas.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
4.2
N
LEVEL OF SERVICE
Schedule A
Bylaw 1223,,2()f)8
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Town of Golden - Subdivisíon and Development Servicing Bylaw 1223
4.3
12.O
REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE
DESIGN AND CONSTRUCTION OF HIGHWAYS
SCHEDULE B
1.O GENERAL DESIGN
1.1
a)
b)
c)
d)
e)
Where the provisions of Schedule A of this Bylaw require the construction of
highways, the Applicant shall construct such highways consistent with the
regulations, standards and specifications set out in this Schedule.
1.2 Approval of Engineering Drawings Required Prior to Construction
Engineering drawings showing detailed design of roadways shall be
submitted to the Manager of Operations for approval prior to
commencement of construction. These drawings shall show existing
ground line and proposed alignment and grade of the roadways, horizontal
and vertical curve information, and all other details as may be required.
Grades shall be given at all changes in vertical and horizontal alignments for
centreline and gutter lines. Elevations shall be shown on the drawings at all
changes in vertical alignments.
1.3 Classification and Standards for Roadways
Prior to design of the roadway system, the Manager of Operations shall
classify each roadway proposed within the subdivision and stipulate the
required standards in accordance with the provisions of this Bylaw.
1
Roadway Classifications
For the purpose of establishing standards, roadways are classified
into the following categories:
f)
s)
arterial streets
collector streets
local streets
industrial streets
cul-de-sacs, consisting of two parts - the entrance and the
terminus
lanes
pathways
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.1
.2
Highway Standards
Different highway standards will be required for different classes of
roadways and for different service level areas as defined and
delineated in Schedule A of this Bylaw. The required standards for
right-of-way width, pavement width, roadway lane widths, curb and
gutter, sidewalks and shoulders are set out in Table 8.1 following.
1.4 GeotechnicalEvaluation
The Applicant shall be responsible for engaging the services of a qualified
Geotechnical Engineer to investigate surface and subsurface conditions
within the proposed subdivision. The Geotechnical Engineer shall prepare a
report outlining his findings and shall provide clear, definitive
recommendations on the geometry and placement of fill sections,
compaction requirements over and above those stipulated in this Bylaw, cut
slope geometry, pavement structures for roadways, and any other
geotechnical issues affecting roadway construction within the proposed
subdívision.
2.O GENERAL DESIGN CRITERIA
2.1 General Desiq
Reouirements
ln the preparation of engineering plans for highways, the Applicant shall
take into account the following general design considerations:
1
Continuation of Fxistino Streets
The design and arrangement of highways within a subdivision shall
provide for the continuation or projection of existing streets in the
surrounding area. ln no case shall the arrangement of highways
within a proposed subdivision make impractical the subdivision of
adjoining parcels.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.2
.2
Topooraphy to be Taken into Account
The design and arrangement of highways shall be suited to the
topography of the land proposed to be subdivided.
2.2 Consistency with Offieial Community Plan
The location, classification and standard of all highways proposed within a
subdivision shall take into account the proposed use of the land and shall
conform to the provisions of the Town of Golden OffTcial Community Plan.
Town of Golden - 5ubdivision and Development Servicing Bylaw "1223
8.3
not req'd
not req'd
not req'd
not req'd
not req'd
not req'd
Shoulder
W¡dth
1.35 m one side*
1.35 m one side*
(halfway around
butb)
1.35 m one side
not req'd
Sidewalks
2.0 m both sides
1.5 m both sides
1.5 m one side*
not req'd
both sides
both sides
both sides
both sides
around bulb
both sides
Curb & Gutter
3.75 m
4.75 m
4.25 m
5.5 m
3.0 m
Lane
w¡dths
3.75 m
11m
6m
Pavement
W¡dth
15 m
12m
9.5 m
8.5 m
1 1.5 m radius
15 m radius
20m
6m
Right-of-Way
W¡dth
27m
21 m
20m
18 m
Lanes
Collector (2 lane)
Local (2 lane)
Cul-de-sac
a) entrance
b) terminus
lndustrial (2 lane)
Roadway Classification
Arterial
undivided)
(4
lane
Table 8.1
HIGHWAY STANDARD 1 - These highway standards are required in new subdivisions and developments in all Service
Level 1 areas delineated in Schedule A.
* Developments in High Density Residential Zones shall be required to provide sidewalks on both sides of the street unless otherwise approved by the
Approving Officer.
HIGHWAY STANDARD 2 - These highway standards are required in new subdivisions and developments in all Service
Level 2 areas delineated in Schedule A.
1.0 m
1.5 m
1.5 m
Shoulder
w¡dth
2m
1.5 m
1.0 m
not req'd
not req'd
not req'd
Sidewalks
not req'd
not req'd
not req'd
not req'd
not req'd
not req'd
Curb & Gutter
not req'd
not req'd
not req'd
3.5 m
3.0 m
Lane
Widths
4.0 m
3.5 m
3.5 m
3.5 m
7m
1 1.5 m radius
9m
6m
Pavement
W¡dth
10 m
8m
7m
20m
20m
16 m
15 m radius
20m
6m
Right-of-Way
W¡dth
27m
b) terminus
lndustrial (2 lane)
Lanes
Roadway Classification
Arterial (2 lane)
Collector
Local
Cul-de-sac
a) entrance
Town of Golden - Subdivision and Development Servic¡ng Bylaw 1223
8.4
Town of Golden - Subdivision and Development Servicing Bylaw 1223
B.s
2.3 Local Roadways
Local roadways within a proposed subdivision shall be arranged so that their
use by through traffic will be discouraged.
2.4 Cul-de-Sacs
Cul-de-sac streets shall not exceed 200 m in length from the edge of the
intersecting roadway to the centre of the cul-de-sac. Cul-de-sac streets shall
be provided with an area designed to permit safe and adequate space for
the turning of motor vehicles, including all emergency vehicles.
2.5 Lanes
Lanes, meeting the standards set out in this Bylaw, shall be provided where
the Manager of Operations deems them to be necessary.
2.6 Pathways
Pathways shall be provided where the Manager of Operations deems them
to be necessary to provide access through a subdivision to schools, parks,
playgrounds, commercíal areas or other community facilities, or for the safe
and efficient circulation of pedestrían and other non-motorized traffic.
The Municipality may require the installation of chain link fencing or an
alternative on both sides of the pathway in some instances. The
Municipality will advise the Applicant of the necessity for fencing at the time
design drawings are reviewed.
2.7 lntersections
lntersections shall be designed as follows:
intersecting streets shall meet substantially at right angles (between 75
degrees and 105 degrees);
jogs in street alignment at intersections shall be avoided except where
the distance between centrelines is sufficient to ensure traffic safety. The
minimum spacing between tee intersections along a street shall be 60 m;
a
a
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.6
intersections having more than four intersecting legs shall not be
permitted;
intersections shall provide adequate crossíng sight distances and
stopping sight distances, whichever is greater;
at all intersections, corner cut-offs shall be provided. Such corner cut-offs
shall be a minimum of 4.5 metres x 4.5 metres in dimension in residential
areas and 6.0 metres x 6.0 metres in industrial and commercial areas.
2.8 Reverse Curves
lf reverse curves are required in a street alignment, the Manager of
Operations may require that they be separated by means of tangents of
sufficient length to allow super-elevation to be properly developed.
2,9 Street Names and Traffic Signs
Street names shall be assigned by the Municipality. Street name signs, traffic
signs and pavement markings required as a result of constructing or
improving streets shall be provided by the Municipality at the expense of
the Applicant.
2.1O Appurtenances
The Owner's Engineer shall detail on the engineering drawings the location
of all proposed traffic islands, mail boxes, retaÍning walls, guardrails, and
permanent barricades. These structures shall be designed in accordance
with good engineering practices.
The design shall show the location of all traffic signs, street signs, and other
traffic control devices required to be placed in the highway right of way.
Drawings must show all utility poles, ducts, junction boxes and pipelines.
The Owner's Engineer shall indicate those utilities which require relocating
prior to roadway construction, and shall confirm with the utility the
feasibility of their relocation prior to design completion. For underground
systems, design drawings shall show the location of underground wiring,
and appurtenances including the connections to properties.
a
o
a
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8,7
3.0 ROADWAY DESIGN CRITERIA
3.1 Horizontaland
I Alionments
All horizontal and vertícal alignment of streets shall be designed to good
engineering practices using the latest edition of the Transportation
Association of Canada (TAC) Geometric Design Guidelines.
3.2 Design Speeds
The design speeds to be used for design of Roadways shall be as per Table
8.2.
Table 8.2
Posted Speed
Design Speed
60 km/h
Arterial (A)
50 kph
s0 kph
60 km/h
Collector (C)
50 kph
50 km/h
Local (L)
3.3 Roadway Crossfall
Minimum roadway crossfall shall be 2o/o, maximum crossfall shall be 4o/o.
Preferred roadway crossfal I is 3o/o.
3.4 Roadway Grades
The vertical alignment of roadways shall be set so the grades of driveways to
adjacent properties do not exceed 8olo. Where it is impractical to meet these
criteria, the Manager of Operations may approve the use of private access
roadways.
The minimum longitudinal gradient at the gutter line shall be 0.50olo for all
classifications of streets. The minimum longitudinal gradient around
cul-de-sacs and curb returns shall be 0.800/o
Minimum and maximum roadway centreline grades shall conform to Table
8.3 based on the classification of the roadway:
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.8
Table 8.3
Maximum grades are to be reduced by 1o/o for each (or part of each) 30
metres that the centreline radius is less than 150 m.
3.5 Curb Return Radii
Curb return radii shall conform to Table 8.4 and be based on the higher
classified Roadway.
Table 8.4
Curb Return Radii
Roadway
Classification
Arterial
11 m
Collector
11 m
Local
9m
11.5 m and 18 m
Cul-de-Sac
11m
lndustrial
3.6 lntersection Design
Unless indicated elsewhere herein, all intersection design standards shall
conform to those outlined in the latest edition of "Geometric Design
Standards for Canadian Roads and Streets" as published by the
Transportation Association of Canada (TAC).
3.7 lntersection Grades
Approach grades of minor streets at intersections to major streets shall not
exceed 75o/o of the maximum grade allowed for that street classification for
Minimum Grade
Maximum Grade
Roadway
Classification
60/o
Arterial
0.5o/o
8o/o
Collector
O.5o/o
O.5o/o
8o/o
lndustrial
O.5o/o
10o/o
Local
10o/o
O.5o/o
Cul-de-sac
4o/o
Cul-de-sac (bulbs)
O.5o/o
1Oo/o
Lane
0.50/o
0.5o/o
15o/o
Pathway
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.9
50 m upstream of the intersection. The minor street shall be designed to
intersect the major street with a vertical curve of minimum length required
for that street classification. The vertical curve shall terminate at the curb
line of the major street.
Signalized intersections on major streets or other intersection controls that
may require major street traffic to stop shall not exceed 4o/o grade for 100 m
on either side of the control devíce.
3.8 Pavement Structure
The pavement structure shall be designed ín accordance with Manual Series
MS-1 of the Asphalt lnstitute (current edition). The pavement structure shall
be designed for a twenty (20) year design life. Staged construction may be
considered in the structural design by the Manager of Operations when a
roadway is to be constructed and to be widened at a later date.
Roadways shall be classified as per Table 8.5 for purposes of structural
design of the total pavement structure; design traffic values and minimum
depths of hot mix asphalt are defined as well:
Table 8.5
NOTES:
(1) To be specifically designed, based on projected EALs, in accordance with
MS-1 of the Asphalt¡c lnstitute.
Soils used to construct the roadway subgrade shall be evaluated in
accordance with MS-1 (see Chapter V) to determine the load bearing
capacity of the subgrade. For this purpose, the California Bearing Ratio (CBR)
Design Traffic (EALs)
Min. Depth of Hot Mix
Asphalt (mm)
Roadway
Classification
Arterial
> 2.8 x 10s
See Note (1)
100
Collector
2.8 x 10s
100
lndustrial
5.6 x 10s
50
Residential
2.8x1Oa
Not Applicable
50
Lanes
Not Applicable
50
Pathways
Town of Golden - Subdivision and Development Servicing Bylaw 1223
B.10
test value shall be obtained using soil moulded to the minimum specifíed
compaction level. The design CBR values shall be determined in the soaked
condition in accordance with ASTM Des. D1883. This value shall be used for
structural design purposes. The minimum compacted depth of crushed
granular base course, in the total pavement structure, shall be 50 mm.
lf the soaked CBR value of the subgrade soil is less than 3, subgrade
enhancement shall be provided to create a soaked CBR of 3, and the
pavement structure shall be designed using a soaked CBR of 3. Subgrade
enhancement shall be provided by placement of an initial layer of granular
subbase of a thickness which has been calculated to provide the necessary
structural improvement to the subgrade.
A minimum pavement structure for roadways shall be provided,
notwithstanding the structural character of the subgrade. Where the
Applicant chooses not to undertake a pavement structural design, the
minimum pavement structures specified in Table 8.6 will be considered
structurally adequate when the subgrade soil exhibits a minimum soaked
CBR of <3:
Table 8.6
Minimum Pavement Structures (For Subgrade CBR <3)
The design of structural overlays of existing pavements shall be based on
the analysis of the results of Benkelman beam tests and test hole
information acquired from the existing read which is to be upgraded.
The Transportation Association of Canada procedure for designing
structural design of overlays of existing pavements, as published in "The
Pavement Management Guide", shall be used. The maximum permissible
Hot Mix Asphalt (mm)
Lower
Course
Crushed Granular
Base Course (mm)
Surface
Course
Roadway
Classification
Subbase
Pit-Run
(mm)
Pavement Structu ral Desig n shall be project specific
Arterial
50
50
400
75
Collector
50
75
50
400
lndustrial
75
50
Residential
300
75
50
Lanes
300
50
75
Pathways
150
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.11
Benkelman beam deflections to be used for overlay design are as specified
in Table 8.7.
Table 8.7
NOTES:
(1) As specified by the Manager of Operations.
The Structural design of pavements for roadways shall be performed by a
qualified pavements engineer. Structural designs of pavements shall be
submitted to the Manager of Operations in an acceptable report format.
3.9 Cold-Mix As
Itic Concrete
Cold-mix asphaltic concrete shall not be permitted, unless specifically
approved by the Manager of Operations.
3.10 RoadwayCross-Sections
The standard street cross-section for various classifications of roadways shall
be as shown in the Standard Drawings.
4.0 MATERIALS
4.1 Subgrade Fill Material
Subgrade fill material shall be free of rock detrimental to proper compaction
and free of organic or other deleterious matter. Fill material shall be
compacted to a minimum of 98o/o Standard Procter density (ASTM D698). Fill
material shall be moisture reconditioned to within 3o/o of its optimum
moisture content, as determined by the Standard Test Methods for Moisture
Density Relations of Soils and Soils-Aggregate Mixtures ASTM D698, at the
time compaction is undertaken.
Roadway
Classification
Maximum Permissible Deflection After Overlay
0.60 mm
Arterial
Collector
0.90 mm
lndustrial
See Note (1)
Residential
1.25 mm
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8."t2
4.2 Rock Fill
Rock, by definition, shall mean any material excepting hardpan or glacial till
over 0.75 cu. m. in volume requiring continuous drilling and blasting. lt shall
mean masonry or concrete, as well as natural boulders fitting this definition.
Rock fill shall be any material containing more than 1 5o/o by volume of rock
larger than 150 mm in size.
It shall only be used in approved areas and by approved methods to provide
maximum stability of the f¡ll.
4.3 Rejection of Material
The Manager of Operations reserves the right to reject any material
delivered to the site which has no prior approval. All sampling and testing
shall be done in accordance with ASTM or CSA standards.
5.0 GRANULAR AGGREGATES
5.1 Granular Subbase Course
Granular subbase shall be well graded material w¡thin the gradation limits
specified in Table 8.8 when tested in accordance with ASTM C136:
Table 8.8
Granular Subbase Gradation
Sieve Size
Percent by Weight Passing
100
75 mm
60-100
37.5 mm
3s-80
19 mm
9.5 mm
25-60
4.75 mm
20-40
2.36 mm
15-30
10-20
1.18 mm
3-10
0.300 mm
0-5(wetsieving)
0.075 mm
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.13
5.2 Crushed Granular Base Course
Crushed base course shall be composed of inert, durable aggregate,
reasonably uniform in quality, and free from soft or disintegrated pieces,
wood wastes, roots, organic material or other deleterious materials. The
gradation shall be within the limits specified in Table 8.9 when tested to
ASTM C-136 and C-1 17, using the designated sieve sizes, and to have a
smooth curve without sharp breaks when plotted on a semi-log grading
chart.
Table 8.9
Granular Base Course
Percent by Weight Passing
Sieve Size
25.00 mm
100
19.00 mm
80-100
50-100
9.50 mm
35-70
4.75 mm
2s-50
2.36 mm
15-35
1.18 mm
5 -20
0.300 mm
0-5(wetsieving)
0.075 mm
A minimum of 600/o of the material retained on a 4.75 mm sieve shall have at
least two freshly fractured faces as determined by particle count.
5.3 Crushed Granular Aggregate for Asphaltic Concrete
Crushed granular aggregate for asphaltic concrete shall be composed of
hard, durable, crushed gravel free from shale, clay, silt balls, loose coatings,
and other deleterious materials.
When blended, the gradation of aggregates to meet the job mix formula
(JMF) shall be within the limits designated in Table 8.10 when tested to
ASTM C-l36 and C-1 17, using the designated sieve sizes, and to have a
smooth curve without sharp breaks when plotted on a semi-log grading
chart.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
B.'t4
Iable B.10
JMF Gradation Limits of Blended Aggregate for
Asphalt Concrete Pavements
Percent Passing by Weight
Sieve Size
19 mm
100
12.5 mm
84-95
73-90
9.5 mm
50-75
4.75 mm
35-57
2.36 mm
1.18 mm
26-45
0.600 mm
18-34
10-26
0.300 mm
6-17
0.150 mm
3-7(wetsieving)
0.075 mm
A minimum of 7Oo/o of the material retained on a 4.75 mm sieve shall have at
least two freshly fractured faces as determined by weight.
Table 8.11
Tolerance Limits (o/o Passing By Weight*)
Percent Passing by Weight
Sieve Size
4.75 mm
+5.0
+4.0
2.36 mm
+3.0
0.600 mm
+2.5
0.300 mm
+1.5
0.150 mm
+1.0
0.075 mm
* The tolerance limits specified in Table 8.11 are in relation to the design
aggregate gradation JMF submitted with the Marshall mix design.
Aggregate short of material passing the 0.075 mm sieve shall have
approved mineral filler added. Mineral filler shall be material passing the
0.075 mm sieve and shall be non-plastic when tested in accordance with
ASTM D424. The moisture content of the asphalt mix shall be not more
than 0.5olo by weight.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
B.1s
5.4 Primer
Asphalt primer shall be anionic emulsified asphalt, slow setting (SS-1) and
shall be diluted with clean water at two (2) parts emulsion to one (1) part
water for application, and thoroughly mixed by pumping. The diluted
asphalt emulsion shall be applied at a rate of 2 litres per square metre, or as
approved by the Manager of Operations. The prepared granular base shall
be clean and free of "float" prior to application of prime. Allow prime to
absorb and cure for 24 hours prior to paving, unless otherwise approved by
the Manager of Operations. Traffic shall not be permitted onto primed
areas.
5.5 Tack Coat
Bituminous tack coat shall be undiluted SS-1 asphalt emulsion, and shall be
applied at a rate not greater than 0.5 litres per square metre to a clean
pavement surface, and provide for adequate curing time prior to placing
asphalt paving mixtures. The temperature of the material shall be
maintained between 30'C and 40'C at the time of application. Tack coat
shall only be applied to a surface that is 5"C or above.
5.6 Asphalt Binder
Asphalt binder shall be 200/3004 penetration grade and shall conform to
the requirements specified in Table 8.12 (not withstanding manufacturer's
specifications).
Tab
8.12
200/3004 Asphalt Binder
Max.
Min.
Requirements
200
300
Penetration @ 25"C,100 9,5 sec, dmm
45
Absolute Viscosity @ 60'C, Pa.s
150
Kinematic Viscosity @ 135"C, cSt
45
o/o Ret. Pen. after T.F.O.T. @ 25"C,100 9,5 sec, dmm
99.5
Sol u bil ity i n Trich loroethylene o/o
175
Flash Point, C.O.C. "C
0.5
Water o/o
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.16
5.7 Hot Mix Asphaltic concrete (HMACì
HMAC shall conform to the requirements specified in Table 8.13.
Table 8.13
The Applicant shall supply the Manager of Operations with a current 5 point
Marshall mix design, performed in accordance with ASTM D-1559, under the
signature of a Professional Engineer. The design asphalt content shall be
specified to comply with the requirements of this article. The contractor
shall provide, upon request, a plant produced sample prior to the
commencement of paving operations to a designated engineering firm to
verify mixtu re properties.
The asphalt binder content of hot mix asphalt which is produced in
accordance with the approved Marshall design shall be maintained within
plus or minus O.3olo of the approved design asphalt content.
5.8 Testing
The Applicant shall retain an independent materials testing firm to carry out
comprehensive testing to frequencies defined below, for each stage of
construction of roadways and streets. The materials testing firm must
employ a full time, qualified professional engineer within the office from
which the testing services are provided. The Engineer shall review all test
Residential
Streets
Arterial &
Collector Streets
Asphalt Mix Property
50
75
Marshall blows per face
I
10
Marshall Stability @ 60'C, kN
8-16
8-14
Marshall Flow,0.25 mm units
14.0 min.
13.5 min.
Voids in MineralAggre
ate (VMA) o/o
65-75
65-75
Voids fill with Asphalt (VFA) o/o
Air Voids in Mixture, o/o
3.5
4.0
- at design asphalt conte nt
3.0 - s.0
3.0 - 5.0
- allowable production ra
6.5
6.2
Minimum Theoretical
(pm)
Film Thickness
75o/o
75o/o
lndex of Retained Stabilíty after water
immersion for 24 hours @ 60'C
Town of Golden - Subdivision and Development Servic¡ng Bylaw 1223
8.17
data and provide to the Municipality, on a daily basis and in summary from
at the completion of each stage of the work, test data at the following
minimum frequencies:
For su bgrade construction:
a)
Moisture - density relationship (Standard Proctor) - ASTM D698; - one
test for each soil type incorporated into the subgrade.
b)
Moisture and density tests.
i)
Trench backfill - one test per lift per 50 lineal metres of trench
and one test per lift around manholes, valves, catchbasins, etc.
ii)
Subgrade construction and preparation - three tests per 50
lineal metres of roadway per lift, to include dry density and
moisture content.
For subbase and b
course construction:
(including subgrade enhancement using subbase material)
Gradation analysis - one test per 500 m3 or 1,100 tonnes of material
delivered to the site with a minimum of 1 test per day of placement.
b)
Moisture - density relationship (Standard Proctor) - ASTM D698; - one
test per class of material for each 5,000 m3, or 1 1,000 tonnes delivered
to site.
Compaction testing - three tests per 50 lineal metres of roadway per
lift, to include dry density and moisture content.
For hot mix as halt oavement oroduction and olacement:
Asphalt content and gradation of extracted aggregate - one test per
production period, where a production period is defined as that part
of the working day either before or after 12:00 Noon local time. ln a
full working day, the times of test shall be not less than two hours
apart.
a)
c)
a)
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.18
b)
Marshall analysis of hot mix asphalt - one per work week per mix type;
additional tests shall be performed when any of the specifíed
Marshall properties are not met in the initial analysis.
Fabric - 9 gauge (3.55 mm) galvanized 50 mm mesh.
Top Rail - 42 mm O.D., 3.55 mm wall thickness, galvanized steel pipe.
Line Posts - 48 mm O.D., 3.68 mm wall thickness galvanized steel
pipe. Height as determined by Manager of Operations.
Gates - Sizes as required. Frames 42 mm O.D., 3.55 mm wall thickness
galvanized steel pipe.
Barbed Arms - Galvanized malleable steel.
Tension Wire - 6 gauge (4.50 mm) galvanized steel.
Tie Wire - 9 gauge (3.55 mm) aluminum.
Tension Bar - 4.76 mm x 19 mm galvanized steel.
Dome Tops - Size as required. Galvanized malleable steel.
Asphalt cement tests - one complete analysis per project or one every
two work weeks, whichever is the lesser in t¡ming; plus one
penetration (ASTM D5) test per work week from product obtained
from the Contractor's asphalt cement storage tanks.
Density, air voids and pavement thickness tests - 3 cores (100 mm
dia.) per 500 m2 of paved area per lift. Air void tests shall be
performed in accordance with ASTM D3203.
e)
Tests on prime and tack coat products - one test per product per
project.
5.9
Chain Link Fence las reouired on nathwavsì
All frames to be welded and covered with two coats of zinc rich paint. Each
knuckle to be independently tied and set flush with the top rail. Dome tops
to be riveted or welded to end posts. All galvanizing shall be minimum of
488 gmlM. All posts to be set in concrete.
c)
d)
a)
b)
c)
d)
e)
f)
s)
h)
¡)
Alternatives to chain link fencing may be requested depending on
location.
Town of Golden - Subdivision and Development Servicing Bylaw '1223
8,19
ó.0 WORKMANSHIP
6.1
Works
Adequate notice shall be given to the Manager of Operations by the
Applicant prior to the commencement of works in accordance with Table
8.14. The Applicant shall not proceed from one stage as described in Table
8.14 to another stage without the approval of the Manager of Operations.
Table 8.14
Construction Notification Requirements
Minimum Notice Required
Stage
24 hours
Prior to construction of fills or doing
subgrade preparation
24 hours
Prior to placement of subbase materials
48 hours
Prior to placement of concrete for curbs
and sidewalks
24 hours
Prior to placement of base course (19 mm
crushed gravel)
48 hours
Prior to paving
24 hours
Prior to topsoiling boulevards
6.2 Clearing
The highway right-of-way shall be cleared of all trees, stumps, logs, roots,
and any other objectionable material likely to cause settlement for the full
width of the highway, and for such additional width as may be required to
contain cut and fill slopes. ln addition, buildings, fences, superfluous
culverts, or any other structures within the highway shall also be removed.
Trees may be left within the highway only where they do not conflict with
utility services and where they are not deemed a hazard at the discretion of
the Manager of Operations.
6.3 Suborade Preparation
Prior to placing of any granular aggregate on the roadway, all existing
topsoil or other deleterious matter shall be removed from the full width of
the highway right-of-way and the roadway surface graded to the desired
cross-section.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.20
Embankments shall be constructed by placing, shaping and compacting
approved materials as classified in this Bylaw. All material placed in
embankments shall be bladed smooth in level layers not exceeding 300 mm
uncompacted depth over the entire embankment area and placed in
successive u niform layers.
When embankments are to be made on hillsides or where a new fill is to be
applied upon an existing embankment, the slopes of the original ground or
embankment (except rock embankments) shall be terraced or stepped
before filling is commenced.
Each layer shall be compacted with approved equipment to 98o/o Standard
Proctor Density.
Sufficient amounts of watering and compaction equipment required to
efficiently and properly compact the material for the rate at which the
material is being hauled into the embankment area shall be provided.
The embankment shall be constructed to provide adequate drainage.
Should the embankment material become damaged or saturated by rain,
flooding, or other effects, repair, scarification, or whatever other measures
required to restore the embankment to the moisture and compaction
requirements this Bylaw shall be undertaken
Unsuitable materials encountered in the excavation areas, or at the
subgrade elevation, shall be excavated, and wasted.
Overexcavations shall be rebuilt to grade with an approved compacted
material and compacted to the satisfaction of the Engineer.
At transition sections where the profile grade changes from embankment to
cut, the natural slope (excepting solid rock) shall be excavated to a depth of
1 metre and replaced with suitable material for a distance of 15 metres in
order to prevent abrupt future differential grade changes.
Where frost susceptible soil is encountered (i.e. ML, SM, OL, SC as defined by
the USCS), an assessment by a Professional Engineer shall be completed. lf
the soil is deemed unacceptable, it shall be wasted and the excavation filled
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.2'l
with suitable granular material. The quantity and depth of the excavation
shall be determined by a Professional Engineer.
6.4 Proof Rollinq
Upon completion of the subgrade preparation, the subgrade shall be proof
rolled in the presence of the Manager of Operations with a loaded single
axle truck with a rear axle load of 8165 Kg.
Any areas found to be soft or wet shall be excavated and backfilled with
select granular subbase, granular material, and compacted to 98o/o Standard
Proctor density.
6.5 Spreading and Compaction of Granular Aggregate
Granular aggregate shall be placed in maximum 150 mm lifts and shall be
spread in an approved manner such that the aggregate is neither
segregated nor contaminated with foreign material. Segregated materials
shall be remixed until uniform. lmmediately following spreading, granular
aggregate shall be compacted to a Standard Proctor density of 98o/o for
subbase gravel and 1 OOo/o for base course gravel. The finished surfaces shall
be within +1 5 mm of the design grade and cross-section.
6.6 General Paving Requirements
Priming or paving shall not be undertaken during snow, heavy rain,
temperatures below 5 degrees C or other unsuitable conditions. Asphaltic
concrete shall not be placed on a frozen, muddy or rutted base. Asphaltíc
concrete shall be constructed in lifts of compacted thickness as specified in
Table 8.15.
Table 8.15
Permissible Compacted Lift Thickness (mm)
Maximum
Mix Type
Minimum
100
50
Lower Course
50
50
Surface Course
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.22
6.7 Placing and Compacting Asphaltic Concrete
Surfaces onto which bituminous concrete pavement is placed shall be dry,
above 5 degrees C and cleaned of all loose and foreign materials. Mixtures
shall not normally be laid when the atmospheric temperature is less than 5
degrees C and falling. An approved self-propelled mechanical paver shall be
used to spread the mixture to the specified thickness. Compaction shall
commence immediately after the bearing capacity of the course is adequate
to support the compaction equipment without undesirable displacement or
cracking. Compaction methods shall be carried out as specified in the BC
Ministry of Transportation and Highways "standard Specifications for
Hig hway Construction".
ó.8 Density of Completed Asphaltic Concrete Pavement
The minimum allowable density of the completed pavement shall be not
less than 97o/o of the laboratory compacted Marshall density.
6.9 Deficient Asphalt
Pavement which is unsatisfactory in the opinion of the Manager of
Operations by reason of faulty materials or methods of mixing and/or
placement shall be repaired, removed, replaced or otherwise corrected, as
directed by the Manager of Operations. Areas to be removed shall be
sawcut as necessary.
ó.10 Tie-lns to Existing Pavement
Tie-ins to existing pavement shall be made by cutting back the existing
pavement to sound material as necessary to produce a neat, vertical face
with a straight edge. Prior to placing asphaltic concrete, exposed faces and
other abutting structures shall be painted with liquid asphalt and heated to
66'C.
6.11 Restoration of lmprovements
Driveways, retaining walls, vegetation, and other private or municipal
improvements on private or municipal property or highways affected by the
roadway construction shall be restored at minimum to the condition
Town of Golden - Subdivision and Development ServicingBylaw 1223
8.23
ex¡sting prior to construction and to the satisfaction of the Manager of
Operations.
6.12 Testing
The Municipality shall be provided with copies of all compaction test results
pertaining to subgrade, granular base and pavement structure.
6.13 As Constructed Drawings
Prior to Total Performance, the Applicant shall deposit with the Municipality
as-constructed drawings in the format conforming to Schedule l.
7.O STANDARD DRAWINGS
7.1
The following Town of Golden Standard Drawings shall form part of this
schedule.
Drawing No.
Drawing Description
B-1
B-2
B-3
B-4
B-s
B-6
B-7
Local Street Urban Residential
Local Street Urban Residential Cul-de-Sac
Local Street Urban lndustrial
Collector Street Urban (21.0 m R/W)
Arterial Street Urban Undivided (27 mRM)
Typical Cross-Section of a Paved Lane
Rural Streets
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.24
13.O
SIDEWALKS AND BOULEVABDS
REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE
DESIGN AND CONSTRUCTION OF CURBS AND GUTTERS,
SIDEWALKS AND BOULEVARDS
SCHEDULE C
1.0 GENERAL
1.1 Standards and Specifications of this Schedule to Applyto allWorks
Where the provisions of Schedule A of this Bylaw require the provision of
curbs and gutters, sidewalks and boulevards, the Applicant shall construct
such services in a manner consistent with the regulations, standards and
specifications set out in this Schedule.
1.2 Approvalof Engineering Drawings Required Prior to Construction
Engineering drawings showing detailed design of the necessary works shall
be submitted to the Manager of Operations for approval. No construction of
the works shall commence until the design drawings have been approved
by the Manager of Operations.
1.3 Curb, Gutter and Sidewalk Requirements
Curb, gutter and sidewalk shall be provided as specified in Table C.1.
Table C.1
Minimum Sidewalk
w¡drhs
Curb Type Required
Roadway
Classification
Residential Zones
Arterial
Non-mountable
concrete
Collector
Non-mountable
concrete
Rolltype concrete
Local
Commercial Zones
All Roadways
Non-mountable
concrete
lndustrial Zones
As Per Standard Detail
Drawings
All Roadways
Non-mountable
concrete
Town of Golden - Subdivision and Development Servicing Bylaw 1223
c.1
1.4 Location of Sidewalks
Where sidewalk is required on one side of a roadway only, the sidewalk shall
be located on the same side as the street lights. Sidewalk location relative to
the curb shall be as shown in the Standard Drawings.
2.O DESIGN CRITERIA - CURBS, GUTTERS AND SIDEWALKS
2.1 Desiqn
radient
The design gradient shall be as specified for roadways in Schedule B of this
Bylaw, except that the minimum gradient around curb returns and around
cul-de-sacs shall be 0.8olo.
2.2 Curb Return
The minimum curb return radius shall be as set out in Section 3.5 of
Schedule B of this Bylaw. Elevations shall be shown on the engineering
drawíngs for the beginning and end of the curb return, as well as at any
changes in grades in between. Engineering drawings shall provide all
geometric details, both vertically and horizontally, of curb returns.
2.3 Gradinq of Boulevardg
Upon completion of roadway, curb and gutter and sidewalk constructions,
boulevards shall be shaped and graded as shown on the Standard Drawings.
Native material and 150 mm of topsoil shall be placed flush with the top of
curb or back of walk and shaped to conform with general parcel grading.
The boulevards shall be seeded or sodded with seed mixture approved by
the Manager of Operations. Unless otherwise approved, boulevards shall be
graded to drain to the curb at a minimum slope of 3o/o and a maximum slope
of 8o/o
2.4 Sidewalk Cross Section
Concrete sidewalks shall have a thickness not less than 100 mm and shall be
constructed consistent with the Standard Drawings. Cross fall to be as
shown on the Standard Drawings.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
c.2
2.5 Driveway Access
Maximum driveway access grade shall be 8olo within the Highway rÍght-of-
way
2.6 Curb and Gutter Cross Section
Curbs and gutters shall be constructed consistent with the Standard
Drawings.
2.7 Commercial Crossovers
Commercial crossovers shall be provided at all access locations for usages
other than residential. Commercial crossovers shall be constructed
consistent with Standard Drawings.
2.8 Wheelchair Ramps
Wheelchair ramps shall be provided at all intersections on streets provided
with sidewalks. Wheelchair ramps shall be constructed consistent with
Standard Drawings.
3.0 MATERIALS
3.1 Base Material
Base mater¡al shall be granular 25 mm crushed gravel base course
conforming to gradation limits as referenced in Schedule B, Article 5.2.
3.2
rete
Concrete shall conform to CSA CAN3-A23.1 Latest Edition; the mix design
shall include the following:
a)
Minimum compressive strength 35 MPa at 28 days;
Maximum aggregate size 19 mm for hand-formed; 10 mm for
extruded;
Slump - 80 mm for hand-formed;25 mm for extruded;
b)
c)
Town of Golden - Subdivision and Development Servicing Bylaw "1223
c.3
Air entrainment 60/o - 8o/o.
Water/Cement Ratio - 0.35 maximum.
3.3 Testing
The Applicant shall retain an independent materials testing firm to carry out
comprehensive testing of concrete which shall be taken to ínclude
determination of unit weight of the plastic concrete, performing slump and
air content tests and casting of test cylinders. One test consisting of three
standard cylinders may be made for each 175 m of curb and gutter or
sidewalk installed. ln no case, however, will there be less than one test for
concrete placed in one day. One cylinder shall be tested at seven days, and
two at twenty-eight days. All test results shall be submitted to the Manager
of Operations for review and approval.
3.4 Curing Compound
Curing compound shall be spray-applied of liquid type conforming to ASTM
C309 containing a fugitive dye applied at a rate recommended by the
manufacturer.
3.5 Boulevards Topsoil
Topsoil used for boulevard ímprovement shall be loam, free from any roc(
clay lumps, roots or any other deleterious material.
3.6 Driveway Approaches
Base for driveway approaches shall consist of a minimum of 100 mm of 25
mm minus gravel placed on compacted subgrade. Approaches shall be
paved using 50 mm hot mix asphalt.
4.O WORKMANSHIP
4.1 Base Preparation
All topsoil, organic soils, peat, frozen materials, roots, branches or other
deleterious mater¡al shall be removed to a minimum depth of 300 mm
below the bottom of the sidewalk and replaced with either earth fill
d)
e)
Town of Golden - Subdivision and Development Servicing Bylaw 1223
c.4
acceptable to the Manager of Operations or granular aggregate. All fill
material shall be compacted to 98olo Standard Proctor density.
A minimum of 100 mm of granular aggregate shall be placed and
compacted to g8o/o Standard Proctor density and moistened immediately
prior to placing concrete.
4,2 CommercialCrossovers
Commercial and industrial crossovers shall be built on a base with the same
construction as the roadway they border. Commercial sidewalk crossovers
shall have a minimum concrete thickness of 150 mm and be reinforced with
150 mm x 150 m x 10/10welded wire mesh. Commercial crossovers shall
have the concrete curb and gutter reinforced bytwo 10M bars running the
full length between the extremities of the flare of the crossovers. Expansion
joints shall be made at the side crossover. All bars shall be supported off the
granular base. Score lines shall be made parallel to gutter line at 150 mm
interval over the crossover. Crossovers shall be constructed consistent with
the Standard Drawings.
4.3 Placing and Finishing Concrete
The Manager of Operations shall be notified 48 hours in advance of any
concrete pour for curb and gutter or sidewalks. Concrete shall be prepared,
delivered, and placed in conformance with CSA CAN3-A23.1-M90 "Concrete
Materials and Methods of Concrete Construction". The surface of the curb,
gutter and sidewalk shall be finished prior to final set by brushing to provide
a uniform non-skid finish. Both edges of the sidewalk shall be trowelled
smooth to a width of 50 mm and rounded to a radius of 12 mm.
During hot, cold, or drying weather conditions, special attention shall be
given to preparation, delivery, placement, and airing of concrete to ensure
that the requirements of CSA CAN 3-23.1-M90 are met.
Curb and gutter and sidewalk contraction joints shall be made at a
maximum of 3.0 m intervals. Contraction joints shall be cut by means of a
marking tool or other approved method. Joints shall not be less than 30 mm
in depth and 6 mm in width. The edges of the joint shall be rounded off with
an edger having a radius of 6 mm.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
c.5
Contraction joints in medians, traffic islands and gores shall extend the full
width of the median, traffic island, curb and gutter and gore. lf because of
irregular shapes the matching of joints is not possible, the Engineer may
approve an alternate jointing pattern.
Contraction joints in monolithic sidewalk shall extend through the full width
of the sidewalk and curb and gutter.
Contraction joints at catchbasins shall be cut through the full width of the
sidewalk in line with both outside edges of the catchbasin side inlet.
Saw cuts as specified are made with a concrete saw capable of producing a
true straight joint of constraint depth as specified.
Surface joints shall be 15 mm in depth and 6 mm in width. The edge of the
joint shall be rounded off with an edger having a radius of 6 mm.
Carefully fit, cut and mark the sidewalk around all openings, iron covers,
manholes, vaults, waterworks stop cock boxes, lamp standards, hydrants,
poles and other surface installations. The surface joint shall be neatly tooled
and marked to the satisfaction of the Manager of Operations.
Lateral expansion joints are required at the beginning and end of every
corner. The joint shall consist of an approved mastic preformed material, 15
mm by 90 mm cross-section, laid plumb and straight, 6 mm below the
finished sidewalk grade. Expansion joints shall be installed wherever the
sidewalk is adjacent to an improvement constructed with rigid materials.
Expansion joint material, 15 mm thick and the full depth of the sidewalk,
shall be placed around the base of all poles and hydrants which encroach
upon or are within the sidewalk.
Mark the sidewalk, curb and gutter with a suitable marking tool approved by
the Engineer, showing the name of the Contractor and the year of
construction. The letters and numerals of the marking tool shall be 40 mm
high. Marks are placed at the end of crab of each corner of the block; i.e.
there shall be a minimum of eight marks per block. lf the construction
begins or terminates within the middle of the block, also mark these
Town of Golden - Subdivision and Development Servicing Bylaw 1223
c.6
locations or as directed by the Manager of Operations. ln addition, a similar
mark shall be embossed on the corner on each apron and driveway.
All sections containing reinforcing rods shall be marked at their extreme
limits with a marking tool showing the letter "R". This letter shall be 40 mm
hish.
Where bull noses are to be constructed at the ends of medians, reinforcing
rods may be left extending from the median in order to tie-in to the bull
nose.
4.4 Boulevards
Aooroaches
Construction of driveway approaches shall be according to specifications set
out in Schedule B of the Bylaw. Care shall be taken to avoid damage to
existing utilities such as curb and gutter and water curb stops.
4.5 Boulevard lmprovement
Prior to placing of topsoil, boulevard areas shall be pre-graded to suit the
specified grades. The topsoil shall be carefully placed to the specified depth
and the surface shall be raked if necessary to remove any rocks and roots.
4.6 Concrete Strength
ln any case where the compressive strength of the test cyl¡nders for any
portion of the work falls below specified requirements, the Manager of
Operations may direct that all concrete be removed and replaced or that the
Applicant take other remedial action prescribed.
5.0 STANDARD DRAWINGS
5.1 The following Town of Golden Standard Drawings shall form part of this
schedule
Drawinq No. Drawinq Descriotion
c-1
c-2
Mountable Curb and Gutter
Non-Mountable Curb and Gutter
Town of Golden - Subdivision and Development Servicing Bylaw 1223
c.7
Mountable Curb, Gutter and Sidewalk
Sidewalk Crossing for Non-Mountable Curbs
Standard Wheelchair Ramp for Non-Mountable Curb, Gutter &
Sidewalk
c.8
14.0 SCHEDULE D - REGULATIONS, STANDARDS AND SPEC¡FICATIONs
Town of Golden - Subdivision and Development Servicing Bylaw 1223
REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE
DESIGN AND INSTALLATION OF WATER SYSTEMS
SCHEDULE D
1.O GENERAL DESIGN
1.1
Water D¡str¡but¡on Svstem to be Constructed bv Aoolicant
Where the provisions of Schedule A of this Bylaw require the construction of
a water distribution system, the Applicant shall provide a water distribution
system and storage facilities including watermains, valves, hydrants, service
connections, pump stations and reservoirs consistent with the regulations,
standards and specifications set out in this Schedule. All standards not
specifically described in this schedule shall be in accordance with
appropriate AWWA standards or as directed by the Manager of Operatíons.
1.2 Approval of Enqineering Drawings Required Prior to Construction
Engineering drawings showing detailed design of the necessary works shall
be submitted to the Manager of Operations for approval. Engineering
drawings shall also be submitted for approval to the Public Health Engineer
of the lnterior Health Authority of the Ministry of Health of the Province of
British Columbia. A Waterworks Construction Permit shall be submitted to
the Manager of Operations prior to construction of any Water system. No
construction shall commence until the engineering drawings have been
approved by the Manager of Operations and Ministry of Health. These
drawings shall show alignment, size and depths of pipes, pipe bedding
requirements, existing ground line, and proposed final ground line over the
pipe, location and detail of all fittings, valves and hydrants, location of all
service connections, location, access to, size and details of any pump
stations and reservoirs, all easements and all such other details as may be
required. Where a water system is not yet available, rights-of-way may be
required to be provided by the Applicant to allow for the eventual
installation of this facility. Such rights-of-way shall be registered in favour of
the Municipality at the Applicant's expense.
Town of Golden - Subdivision and Development Servicing Bylaw"l223
D.1
2.O DESIGN CRITER¡A
2.1 Capacity of System and Sizing of Watermains
Water distribution systems shall be designed to deliver water in adequate
quantities at adequate pressures for both domestic use under peak
consumption conditions and fire flows. Mains shall be sized to carry the
peak hourly flow rate or the maximum daily flow rate plus the fire flow rate,
whichever is the greater. Mains shall be sized using the Hazen-William
formula with a maximum flow velocity for peak hourly demand rate of 2.0 m
per second. For fire flow, plus the maximum day rate, the flow velocity shall
not exceed 4.0 m per second.
2.2 Demand Criteria
Residential
For residential areas, the daily domestic demand criteria for purposes of
designing water distribution systems shall be assumed to be:
Average day: 700 lilres/ day lcapita
Maximum Day: 1,700 litres/daylcapita
Peak Hour/Maximum day Consumption Ratio: 1.5
Non-Residential
Commercial, industrial and institutional demands should be determined
using specific data related to the development or zoning. ln the absence of
such data, or munícipal regulations, use the following for maximum day
demands:
Commercial or institutional:
lndustrial:
600 litres per person or unit/day
100,000 litres per hectare per day
2.3 Fire Flow Requirements
Water distribution systems shall also be designed to ensure that fire flow
requirements as determined by the current edition of "Water Supply for
Town of Golden - Subdivision and Development Servicing Bylaw "1223
D.2
Public Fire Protection - A Guide to Recommended Practice", published by
Fire Underwriters Survey, are available for required durations.
Fire flows shall also be subject to the minimum requirements specified in
Table D.1.
Table D.1
Minimum Fire FIow
Developments (without
sprinklers)
60 Lls
Single family residential
9Q Lls
Apa rtments, town houses
1 50 L/s
Commercial
1 50 L/s
lnstitutional
225 L/s
lndustrial
The amount and duration of design fire flows throughout the development
shall be provided to the Manager of Operations for his approval prior to final
design of the water distribution system.
2.4 Design Pressures
Water systems shall be designed for pressures in the range of 300 kPa to 850
kPa, with 300 kPa measured under peak hourly conditions and 850 kPa
measured under static conditions. Where the maximum pressure exceeds
515 kPa, service connections should be individually protected by pressure
reducing valves located in the buildings being served. Minimum residual
pressure in the system shall not be less than 140 kPa under maximum day
domestic consumption plus fire conditions. Reservoir level shall be assumed
at mid point for the calculation of minimum pressures and full for calculation
of maximum static pressures.
The design minimum and maximum design pressures throughout the
development shall be provided to the Manager of Operations for his
approval prior to final design of the water distribution system.
lnstallation of supplementary mains of a minimum of 150 mm diameter to
provide a looped distribution system may be required at the discretion of
the Manager of Operations and may necessitate the provision of
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.3
rights-of-way in favour of the Municipality. Supplementary mains shall be
installed at the Applicant's cost.
2.5 Minimum Pipe Size
Watermain pipe síze shall be determined by sizing to provide the design
pressures requíred above.
The minimum pipe sizefor all watermains shall be 150 mm diameter. The
Municipality may require watermains larger than 150 mm diameter mains if
on main distribution or transmission routes. Such oversized mains to a
maximum of 250 mm diameter shall be provided by the Applicant at the
Applicant's expense.
2.6 Dead End Mains
Watermains must be looped wherever possible. Where dead ends are
unavoidable, and approved by the Manager of Operations, a blow-off should
be provided. Where practical and approved by the Manager of Operations, a
hydrant may serve a secondary function as a blow-off.
2.7 Minimum
of Cover
Watermains and services must be installed at sufficient depth to prevent
freezing. Soil type and groundwater levels should be considered when
determining the minimum depth of installation. The depth of the
watermain shall be sufficient to provide all services with a minimum cover of
2.6 m to the top of the service anywhere within the right-of-way. There shall
be a minimum cover of 3.0 m on any dead end main, and services from that
dead end main. Alternately, the Manager of Operations may approve the
installation of insulation to protect the mains and services from freezing.
2.8 Watermain Line Assignments
Watermain line assignments shall be in accordance with the standard
drawings provided for the various road classifications unless otherwise
approved by the Manager of Operations. Where it is necessary to install a
watermain in a lane, the Manager of Operations shall determine the line
assignment.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D,4
Curved alignments may be accepted provided that the pipe allgnment is at
a parallel offset with an established boundary and the radius of curvature is
not less than 60 m or twice the minimum radius of curvature recommended
by the pipe manufacturer, whichever is the greater. The design drawings
shall indicate the method for achieving the curvature.
2.9 Utilitv Seoaration
The following are the requirements for the separation of sanitary and storm
sewers from watermains, unless otherwise indicated by the Public Health
Engineer.
At least three (3) m horizontal separation should be maintained between a
watermain and a sanitary or storm sewer.
ln special circumstances, specifically in rock or where the soils are
determined to be impermeable, lesser separation than 3.0 m may be
permitted provided that:
The sewer main and watermain are installed in separate trenches and
the watermain invert is at least 0.5 m above the crown of the sanitary
sewer or storm sewer and the joints are wrapped with heat shrink
plastic or packed with compound and wrapped with petrolatum tape
in accordance with the latest version of AWWA Standards C217, and
C214 or C209;or,
The pipes are installed in the same trench with the watermain located
at one side on a bench of undisturbed soil at least 0.5 m above the
crown of the sanitary sewer or the storm sewer and the joints of the
watermain are wrapped with heat shrink plastic or packed with
compound and wrapped with petrolatum tape in accordance with
the latest version of the AWWA Standards C217, and C21 4 or C209.
No gas main, electric or telephone duct or other utility line shall be installed
in the same trench with watermains, except as permitted by the Manager of
Operations (e.9. control cables).
Town of Golden - Subdivision and Development Servicing Bylaw 1 223
D.5
2.1O Ut¡l¡tv Crossings
Where a sanitary sewer or storm sewer crosses a watermain, the sewer
should be below the watermain with a minimum clearance of 0.5 m and the
joints of the watermain, over a length extending 3 m either side of the sewer
main, are to be wrapped with heat shrink plastic or packed with compound
and wrapped with petrolatum tape in accordance with the latest version of
the AWWA Standards C217, and C21 4 or C209.
Where ít is not possible to obtain the vertical separation indicated above,
and subject to local authority approval, the following details may be used:
The water pipe joints should be wrapped as indicated above, and the
sewer should be constructed of pressure pipe such as high density
polyethylene (HDPE) with fused joints and pressure tested to assure
watertightness.
2.11 Hydrants
Fire hydrants, shall be located, in general, at street intersections and at a
maximum spacing of 150 metres in residential areas and 90 metres in high
density residential, commercial and industrial areas. Additional hydrants
may be required by the Manager of Operations at schools, major multiple
family developments, commercial buildings or other major developments
consistent with the current fire flow requirements of the "Water Supply for
Public Fire Protection - A Guide to Recommended Practice: published by Fire
Underwriters Survey. Where hydrants are located other than at
intersections, they should be located on the projection of the property line
dividing two parcels. ln selecting the location of a hydrant, the probable
route of the fire engine shall be considered.
A hydrant shall not be located within 3 m of a utility pole or light standard,
within 1.5 m horizontally of underground service pipes or open ditches, or
within 1 m of the curb line or back of sidewalk.
2.12 Valves
The placement of valves is to be such that any section of the system can be
isolated bythe closing of a maximum of fourvalves. This isolated section in
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.ó
a looped system may contain up to a maximum of 20 single family services
and no more than one hydrant taken out of service. Valves should not be
spaced more than 250 m apart on continuous mains.
There shall be a line valve of the same diameter as the pipe on each
downstream branch off all tee and cross fittings. Each tee fitting shall have
two valves and each cross fitting shall have three valves.
Valves at intersections shall be located on the projection of property lines.
A line valve may be required on a new pipeline near the point of connection
to an existing main.
Hydrants are to be separated from the distribution system by a gate valve.
Line valves shall be resilient seated gate valves.
2.13 Air Valves
Combination air valves should be installed at the summits of all mains of 200
mm diameter and larger, except as follows:
Where the difference in elevation between the summit and valley is
less than 600 mm.
Where it can be shown that air pockets will be carried by typical
flows.
Where active service connections are suitably located to dissipate
entrapped air.
Typical air valve sizes, subject to design analysis, are as specified in Table D.2
Table D.2
Typical Air Valve Sizes
Valve Size
Watermain Size
250 mm to 300 mm
25 mm
50 mm
350 mm to 600 mm
Special design
Larger than 600 mm
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D,7
Air valves must be vented to an appropriate above-grade location to
eliminate any potential for cross connection in a flooded or contaminated
chamber.
Where practical, and approved by the local author¡ty, a hydrant may serve a
secondary role as a blow-off.
2.14 Services
Service connection size should be calculated on the basis of the designated
land use including sprinkler systems and/or on-site hydrants, where
applicable. The minimum service size is 19 mm diameter.
Water services shall be Ínstalled to the property in accordance with Standard
Drawings D-7 and D-8 and shall be installed, whenever possible, in a
common trench with the sanitary sewer service.
A water service shall be installed where required to provide a connection to
each parcel created by the subdivision and to any other existing or possible
future parcel which can be serviced from mains installed by or for the
subdivision.
Each service pipe shall have a shut-off located 0.3 m in front of the street/
property boundary line, and at the centre of each parcel. Where such
location will conflict with other services, the location may be revised with
the approval of the Manager of Operations.
2.15 Corrosion Protection
Corrosive soils have been encountered in Golden and the Manager of
Operations may require a geotechnical report on soil and groundwater
conditions in the development or subdivision area.
This report would, address among other things, the necessity of using
sulphate resistant cement in concrete in contact with native soils and the
necessity of installing cathodic protection on water system components.
The report would identify the size and type of sacrificial anodes required. A
25 year life expectancy is required for the anodes specified.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.8
2.16 Tie-ins to Existi no Watermains
Connection of a new pipe to an existing watermain shall be done by the
Applicant under supervision by the Municipality. The Applicant shall pay for
the supply of all materials required and shall pay the full cost of making the
tie-in. Only the Municipality may operate valves on the existing watermains.
Notification for tie-ins shall be made at least one week in advance of the
proposed work.
2.17 Reservoirs
Reservoir design should include a preliminary design which is to be
approved by the local authority before detailed design begins. Preliminary
design should cover the following issues:
Materials Selection
Design Standards
Volume
Shape and type of construction
Number of cells
Geotechnical report on foundation conditions
Appearance
Summary of desígn features including: sizing, design elevations,
control mechanisms, SCADA.
Reservoirs, where required, shall be designed to suit the particular
circumstances. ln general, reservoir capacity shall be not less than:
Total Storage Requirement = A + B + C
where
A = Fire Storage (ln accordance with Fire Underwriters Survey)
B = Equalization Storage (25o/o of maximum day demand)
C = Emergency Stora ge (25o/o of A + B)
Reservoir design shall incorporate the following features.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.9
Structural Desiqn
Design in accordance with the latest edition of the BC Building Code and
one of the following specialty codes:
American Concrete lnstitute (ACl) 350/350R: Code Requirements for
Envi ron menta I Eng i neerin g Concrete Structu res, a nd Com menta ry.
Portland Cement Association (PCA): Circular Concrete Tanks Without
Prestressing
ACI 350.3/350.3R: Seismic Design of Liquid Containing Concrete
Structures, and Com mentary
American Waterworks Association (AWWA) D1 10: AWWA Standard
for Wire and Strand-Wound Circular Prestressed-Concrete Water
Tanks
AWWA D115: AWWA Standard for Circular Prestressed Concrete
Water Tanks with C¡rcumferential Tendons
AWWA D100: AWWA Standard for Welded Steel Tanks for Water
Storage
AWWA D103: AWWA Standard for Factory-Coated Bolted Steel Tanks
for Water Storage
Design Features
Two cells, each containing one-half of total required volume and
capable of being drained and filled independently. A single cell
reservoir may be considered under the following circumstances:
Total volume less than 4,500 m3
Alternative storage available (another reservoir in system)
Alternative su pply sou rce available
Alternative storage or supply source scheduled to be available
within five years
Overflow drain sized to handle the maximum design inflow.
Separate inlet and outlet pipes, located and oriented to provide
circulation within the reservoir.
.4
lndependent drain outlet at bottom.
1
.2
.3
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.l0
.6
7
Roof access hatch sized and located for safe and convenient access
for personnel, parts, temporary ventilation facilities, and cleaning
equipment into each cell.
Hatches: watertight aluminum, complete with h¡nges and related
hardware, drains, locks, and intrusion alarms.
Ventilation pipes or openings sízed to handle appropriate intake and
exhaust air volumes for filling and draining the reservoir. lnclude
secu rity considerations.
Reservoir floor to slope to drain sump in concrete structures and in
steel structures where possible. Drain as low as possible in steel
reservoirs.
Drain sump in concrete reservoirs to be minimum 1,000 mm x 1,000
mm x 400 mm; invert of drain pipe to be flush with sump floor;
grating to be installed over sump.
Zoned sub-drains under floor to collect, drain and allow monitoring
of any leakage.
Stairways or stainless steel or aluminum interior wall ladder from roof
access to floor. All ladders and stairs to meet THE OCCUPATIONAL
HEALTH AND SAFETY regulations, including attachment points for fall
arrest equipment.
.12 Fall prevention railings.
All pipework within the reservoir to be PVC, stainless steel, fibreglass
or steel or ductile iron coated to AWWA standards.
.5
.8
.10
.11
.13
.14
9
All metal parts within the reservoir including bolts, nuts, screws,
anchors, ladders, etc., to be stainless steel.
.15 Pressure transducer or ultrasonic level controls for each cell.
Town of Golden - Subdivision and Development Servicing Bylaw"1223
D.11
.16
Sample lines for at least one sample per 1,000 m3 volume within each
cell.
17
Washdown connection in each cell, complete with backflow
preventer and 65 mm diameter pipe.
18 Convenient maintenance access.
.19
Fencing, lighting, locks, alarms, and other security facilities to
minimize vandalism and prevent water contamination.
Valve Chamber
Reservoir piping should incorporate a valve chamber with the following
features:
1
All valves associated with the reservoir operation.
Entrance at grade large enough to permit safe removal of largest
equipment.
Lifting beams and hoists where necessary to enable removal of
equipment.
lnterior and exterior of all steel piping to be coated to AWWA
standards, or use stainless steel.
Floor drains and drainage system.
Additional features, which may be required subject to system operations
details, include the following:
Sampling ports for inlet, outlet and reservoir water.
Flow measurement and recording.
Heat, light and ventilation to local and Occupational Health and
Safety Regulations.
PLC controls with connection to SCADA system if applicable,
including:
Security switches
Discharge and suction pressure systems
.2
3
.4
.5
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.12
Level monitoring system
Flow meter
Uninterru ptible power supply (U PS)
Operator interface panel, modem and antennae
2-20 ma output on instruments, switches and gauges
Chlorine residual analyzer.
Provision for rechlorination facilities.
2.18 Pump Stations
Pump stations, where required, shall be designed to suit the particular
circumstances. ln general, pump stations shall be designed to meet
maximum daily demands with the largest pump out of service with
balancing storage on line. lf balancing storage is not on line, pump station
capacity must meet peak hour demand with the largest pump out of service
and stand-by power should be provided to allow the greater of maximum
day demand plus fire flow or peak hour demand durÎng a power outage.
Pump station design shall incorporate the following features:
Structure, piping and mechanical systems designed in accordance
with seismic req uirements.
Reinforced concrete, blockwork or brick construction; aesthetically
pleasing.
Access doorways sized for safe and convenient removal and
replacement of the largest piece of equipment. Lifting hooks or rails
with pulley blocks as required.
Adequate HVAC and lighting.
Standby power, unless fire storage and balancing and/or emergency
storage is available without pumping.
Electríc motors to be 600 volt, 3 phase, premium efficiency, with
thermal protection. Lower voltage (208 V, 3 phase) may be
considered, depending upon service voltage available from power
company.
1
.2
.3
.4
.5
.6
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.l3
7
.8
Motors 100 hp and above to have analogue vibration recording and
protection.
Air relief discharge and pilot lines to be piped with air gap to floor
drains.
.9
Housekeeping pads for MCCs.
Hydraulically operated or motorized pump control valves with
isolation valves, unless pumps have variable speed drives which
control transient pressu res.
.10
.17
.18
.1 1
Flow meters and totalizers.
.12 Spring return "silent" check valves.
.13
High pressure and surge relief valves with isolation valves, if
warranted by system characteristics and transient analysis.
.14
Suction and discharge pressure gauges for each pump with isolation
valves.
.15 Mechanical pump seals.
.16 Water quality sampling ports.
lnterior and exterior of pipework coated to AWWA standards, or use
stainless steel.
Pump system to be PLC controlled with connection to SCADA system
if applicable, including:
Security switches
Discharge and suction pressure systems
Level monitoring system
Flow meter
Uninterruptible power supply (UPS)
Operator interface panel, modem and antennae
2-20 ma output on instruments, switches and gauges
.19 Hour meters and ammeters for each pump.
Town of Golden - Subdivision and Development Servicing Bylaw '1223
D.14
.20 Power factor correction if required by power company
.21 Noise attenuatíon to suit the location and local authority standards
.22
Equipment to be CSA approved and have minimum one-year
guarantee on parts and labour. Owner's Engineer is to provide three
sets of Operating and Maintenance Manuals. All equipment must be
tested prior to Total Performance and Final Acceptance.
2.19 Access
Paved vehicular access shall be provided to all reservoirs and pump stations.
The minimum standard shall be as for a Rural Roadway, except with a
minimum width of 6.0 m as shown on Standard Drawing No. B-7, curbing
and drainage provisions as may be required by the Manager of Operations,
depending on the location of the access roadway.
2.2O Pressure Reducing Valve (PRV) Stations
PRV station design parameters should be reviewed and approved by the
local authority before detailed design proceeds.
Preliminary Desig n Parameters
Design Flows
Peak hour
Maximum day plus fire
Continuous, emergency or fire flow operation.
Location.
Chamber details
Controls and monitoring
HVAC
Design Features
Minimum chamber size: 3 x2x2 m (inside height).
Structure in accordance with Chambers section.
Parallel pressure reducing valves.
.2
.3
.4
1
2
3
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.1s
lsolating valves.
Air release valves.
Upstream and downstream pressure gauges.
lnterior and exterior of pipework coated to AWWA standards, or use
stainless steel.
Forced air ventilation plus heat and light, subject to local authority
review.
External kiosk, if electrical and electronic equipment is included.
PLC controls with connection to SCADA system if applicable,
including:
Security switches
Discharge and suction pressure systems
Level monitoring system
Flow meter
Uninterruptible power supply (UPS)
Operator interface panel, modem and antennae
2-20 ma output on instruments, switches and gauges
3.0 MATERIALS
3.1 Pipe
Pipe for watermains shall be polyvinyl chloride (PVC) unless an alternate
pipe material is approved or specified by the Manager of Operations. Steel
and Ductile iron pipe may be approved for use in high pressure applications.
PVC pipe shall conform with AWWA C-900-81 and CSA CAN3-81373M-86 for
mains 100 - 300 mm dia. and with AWWA C-905 CSA CAN3-8137.3-M86 for
mains 350 mm to 600 mm dia. Joints shall be wall thickened and sleeve
reinforced bell and spigot ends with formed groove for elastomeric gasket
seal conforming to ASTM D2122.
3.2 Fittings
Cast lron and (Cll Fittings
Cast and ductile iron fittings (i.e. tees, crosses, bends, reducers) sizes 100 mm
to 400 mm shall conform to the AWWA C110-87 Standards. Fittings shall
have bell-ends and shall be supplied complete with vulcanized synthetic
.4
.5
.6
.7
.8
.9
.10
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.l6
rubber gaskets conforming to the AWWA C111-90 Standards. Flanges, if
approved, shall conform to ANSI B 16.1 Class 125. The exterior of all fittings,
shall be factory coated with a 100o/o solid, thermosetting, fusion bonded, dry
powder epoxy resÍn, conforming to the AWWA C213-91Standards.
Polyvinyl Chloride (PVO Fittings*
PVC injection-moulded fittings, í.e. tees, elbows, single and double tapped
couplings, sizes 100 - 200 mm and line and repair couplings, reducers, plugs,
sizes 100 - 300 mm shall be Class 150 conforming to UNI-Bell 8-12-87
Standard and AWWA C907-91 Standards. Tees, elbows, single and double
tapped couplings and reducers sizes 100 - 200 mm shall also conform to CSA
CAN/CSA -8137.2-M89.
PVC extruded fittings, i.e. long body 5 elbows, sizes 100 - 400 mm shall be
Class 150, DR 18, conforming to AWWA C900-89.
x PVC fittings shall not be installed in an organic compound (i.e. organic
solvents or petroleum products) contaminated or potentially
contaminated area (i.e. near buried petroleum fuel tanks, abandoned gas
stations, petro storage areas or petro refinery sites).
3.3 Buried Gate Valves
Buried gate valves shall conform to:
AWWA C-509 epoxy coated iron body, resilient seated valves with non-rising
stem, O-ring stem seal, suitable for 1 MPa minimum.
Valves shall be equÍpped with a 50 mm square operating nut and tie-lugs
where restraining is required. Valves to open counterclockwise.
Solid shaft nut extensions shall be equipped with a large top nut (rock plate).
3.4 Hydrants
Hydrants shall conform to American Water Works Association
Standard for dry barrelfire hydrants (AWWA C502).
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.17
3.
4.
2.
10.
11.
12.
Hydrants shall be Canada Valve Century or equivalent. Equivalency
shall be determined by the Fire Chief through the Manager of
Operations.
Hydrants shall be compression type.
Hydrants shall be two 2Tz" (65 mm) outlet and one 4' (100 mm) Storz
type pumper outlet with caps on each outlet.
The internal main valve must be a minimum of 133 mm.
The main opening stem, hose and pumper outlet threads must
conform to the British Columbia Standard fire hose thread for 65 mm
fire hose couplíngs and allied fittings. The threads of the 100 mm
pumper outlet shall have an outside diameter of 118 mm and six
threads per 25 mm.
The hydrant shall be automatic draining
The minimum clearance between finished grade and the hydrant
flange shall be 150 mm, the minimum clearance between the centre
of the lowest outlet must be at least 450 mm.
The main operating stem must operate in a counterclockwise
direction.
The main 100 mm pumper outlet shall be installed, stortz or
equivalent self locking twist on fitting complete with cap and
securing chain. The stortz or equivalent self locking twist on fitting
shall be equipped with Allen set screws to prevent removal without a
special tool, special tools must be supplied to the Municipal Public
Works Department and the Fire Department.
The operating spindle nut must be a 38 mm pentagon nut that
operates in a counterclockwise direction.
Municipal hydrant barrels are to be red. Private hydrants barrels are
to be chrome yellow.
5.
6.
7.
8.
9
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.r8
13
The tops and nozzle caps shall be painted with the following
capacity-indicating colour scheme to provide simplicity and
consistency with colours used in signal work for safety, danger, and
intermediate conditions:
Class AA
Class A
Class B
Class C
1,500 GPM/5,680 L/min or greater
Light Blue
1,000 GPM/3,785 L/min to1,499GPM/5,765 L/min Green
500 GPM/1,900 Vmin to 900 GPM/3,780 L/min Orange
Less than 500 GPM/1,900 L/min
Red
14.
For rapid identification at night, it is recommended that the capacity
colours be of a reflective-type paint.
15.
The hydrant identification number shall be stencilled on the edge of
the top, directly over the 100 mm street port, facíng the main fire
department access route. Number shall be 65 mm or 2.5 inches size
and of a reflective-type paint or decal.
3.5
Service Connection P
, Saddles and Joints
All pipe for underground services 50 mm diameter and smaller shall be Type
K annealed copper conforming to ASTM 888 or series 160 municipal
polytubing as approved by the Manager of Operations. Pipe for services 100
mm and 150 mm diameter shall be as specified for the watermain pipe.
Service connections to PVC pipe shall be made using bronze saddles with
either bronze or stainless steel fasteners tapped for AWWA thread. Saddles
shall provide full support around the circumference of the pipe and shall
provide a minimum bearing width of 50 mm measured along the axis of the
pipe.
Joint fittings shall be compression type suitable for 1 MPa working pressure.
3.ó Corporation Stops
Corporation stops shall be Mueller or Ford standard brass with inverted key.
The outlet shall be a compression fitting.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.l9
3.7 Curb Stop and Boxes
ln non high water table areas, curb stops shall be Mueller or Ford with a stop
and waste (e.9. Mueller H15219).
ln high water table areas, curb stops shall be Mueller or Ford with a stop only
(e.9. Mueller H15209).
Compression type fittings are required.
3.8 Air Valves
Should conventional means for air release not be sufficient or non-existent
on the designed system, installation of air and vacuum release valves shall
be required. (Apco standard-single body combination air valve or equal.)
Where required, air valves shall be installed as shown on Standard Drawing
No. D-10.
3.9 Coupling Clamps
The joining of two plain end pipes may be done usíng Robar stainless steel
clamps or equivalent approved by the Manager of Operations. All fasteners
shall be stainless steel.
3.10 Meters
Meters shall be installed indoors or in an outdoor enclosure at the
Applicant's expense. Location shall be as approved by the Manager of
Operations. All meters shall be easily accessible to the Municipality. Outside
meter chambers, vaults or enclosures shall include:
watertig ht underg round structures
d rainage and ventilation
protection from freezing
adequate access and interior space for maintenance and equipment
removal
minimum headroom of 2.0 m
permanent ladder to Occupational Health and Safety Regulations
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D,20
piping primed and painted with a rust-inhibiting paint
metering and readout devices as required
meter bypass
3.11 Concrete
All concrete shall conform to CSA:423.1 with a minimum 28-day
compressive strength of 14 MPa for unshrinkable fill and thrust blocks, and
20 MPa for all other purposes. Concrete slump shall be in the range of 50
mm to 100 mm.
Cement shall be Portland cement conforming to CSA:4.5, and shall be
normal type unless specified by the Manager of Operations or dictated
otherwise by soil conditions.
Admixtures shall not be included in the concrete mix without the approval
of the Manager of Operations.
4.O WORKMANSHIP
4.1 Trench Excavation
Trenches shall be restored in accordance with Standard Drawing D-11.
Open trenches through existing paved surfaces will be allowed only with the
prior express consent of the Manager of Operations. When trenches
through existing pavement are allowed, the pavement shall first be saw-cut
by mechanical means in straight continuous lines parallel to the trench
centreline.
lf trenches are excavated wider than the specified widths, a higher class of
pipe or special bedding may be required.
Rock excavation in trenches shall provide a minimum clearance of 150 mm
below the pipe for pipes 600 mm in diameter or less, and 250 mm for pipes
larger than 600 mm in diameter.
The top of the trench at ground level shall be kept to the minimum width
consistent with the depth, natural angle of repose of the material and the
reg u lations of WorksafeBC.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.21
Excavation for manholes, fittíngs and other appurtenances shall be to the
lines which will permit the assembly of these sections. Concrete for bases
may be cast against the walls of the excavation, ¡f the soil conditions are
suitable.
Where an existing structure or underground installation may be affected by
the works, it is the responsibility of the Applicant to inform the owner of
such facility sufficiently in advance that the owner may make an inspection
and specify the protective measures to be undertaken.
Where an unforeseen or other obstruction is encountered which interferes
with the designed alignment or grade, the construction shall cease until
such time as revised proposals are approved by the Manager of Operations.
The attention of the Applicant is directed to the provisions of the
Occupational Health and Safety Regulation. All municipal employees have
been instructed not to enter excavations which are not properly braced or
which otherwise do not conform with the requirement of the Board. lt
follows, therefore, that approvals cannot be given to installations not
inspected because of unsafe working conditions.
Any over-excavation of the trench subgrade beyond the specified depth
shall be backfilled with select material and compacted to 95o/o Modified
Proctor density.
Where the bottom of any excavation as uncovered is soft and is, in the
Owner's Engineer's opinion, unfit to support the pipes or structures, a
further depth shall be excavated and refilled to the correct shape, grade and
elevation as directed by the Owner's Engineer.
When the bottom of a trench is found to consist of unstable material which,
in the opinion of the Owner's Engineer, cannot be removed and replaced
with bedding material, a pile foundation or other structural support in
accordance with plans prepared by the Owner's Engineer shall be
constructed.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.22
ln areas of clay or other impermeable soils, where over excavation of the
trench subgrade is required, the over excavation shall continue to a point
where ponding of water in the trench bottom will be avoided.
Open cut trenches shall be sheeted and braced as required by the Worker's
Compensation Act, as may be necessary to protect life, property, or the
worlç unless the trench excavation is sufficiently wide at the top to be
naturally stable. When close sheeting is required, it shall be driven so as to
prevent the soil from entering the trench either from below or through such
sheeting. A minimum distance or 150 mm from the closest point of the pipe
to the sheeting shall be maintained.
When possible, vertical trench timber or sheeting shall be placed so that it
does not extend below the level of the bottom of the excavation. Sheeting
driven below the pipe grade shall not be removed unless the sheeting can
be removed without causing settlement or lateral displacement of the pipe.
Sheeting thus left in shall be cut off 1 00 mm above the top of the pipe.
Unless otherwise indicated in the drawings or specifications, or unless
approval to leave it in place is received from the Manager of Operations,
trench sheeting and bracing shall be removed when backfilling has been
completed or has reached a level which will permit its safe removal without
causing injury to persons or damage to the works. When sheeting and
bracing is left in place, it shall be cut such that no sheeting remains closer
than one metre to the established subbase roadway grade or the existing
ground surface, whichever is the lower.
Particular cautíon will be taken to ensure that pipe bedding is not disturbed
such that settlement of the pipe results.
TÍmber supports or sheeting shall be left in place when its removal would
endanger adjacent structures or result in a shifting of pipe bedding material
and a displacement of the pipe. The Manager of Operations may require the
pipe to be bedded in concrete (Class A Bedding) when, in his opinion, the
removal of sheeting would disturb the pipe bedding. Discharge from trench
pumps, well points, or other dewatering aids, shall be located and controlled
in such a manner as to not cause loss or damage to public or private
property, nuisance on roadways or walks, or injury to the public.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.23
4.2 Pipe Class and Beddino Class
Notwithstanding other provisions of this Bylaw, the quality of the pipe and
bedding shall be so selected such that the installation will adequately
support the loads to be placed on it during construction and in operation.
For ductile iron pipe, the calculations shall follow the method shown in CSA
8131.12, latest edition. For PVC pipe, the calculations shall follow the
methods outlined in the Uni-Bell Plastic Pipe Association publication
"Handbook of PVC Pipe - Design and Construction", latest edition.
For all pipe, a minimum Class B bedding, as defined by Standard Drawing D-
1, is required unless the Manager of Operations specifically approves Class C
bedding. Pipe class and bedding class must be identified on all engineering
drawings.
4.3 Pipe lnstallation
Prior to installing pipe, all standing water shall be drained or pumped from
the trench. Pipe shall be carefully offloaded and lowered ínto the trench in a
manner that will prevent damage to the pipe. The pipe shall be jointed in
strict accordance with the manufacturer's recommended practice.
Service connection pipe shall be connected to the Corporation stop and a
gooseneck formed as shown on Standard Drawings No. D-7 and D-8. Pipe
shall be installed in a straight line between the gooseneck and the terminus
of the service.
Compression joints shall be required for connecting service piping. Service
tapping shall be spaced along the length of pipe and staggered around the
circumference to avoid cracking of pipe between tappings. Minimum
distance between two tappings and between the end of a pipe and the
tapping shall be 300 mm. A marker stake shall be set over the end of the
service and the top project¡ng 1.0 m above the ground. The depth from top
of marker to water service shall be clearly marked on the stake. Marker stake
tops shall be painted blue with white painted numbers and letters.
Service boxes shall be set flush with ground or roadway surface. A blue
marker stake with appropriate identification shall be installed to identify the
curb stop. A length of copper flattened on one end shall be installed on the
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.24
private property side of the curb stop to prevent entrance of foreign
material and this pipe shall extend 1,500 mm into private property.
4.4 Thrust Blockinq
Concrete thrust blocking shall be provided at fittings as shown on Standard
Drawing No. D-4 and on hydrants as shown on Standard Drawing No. D-2.
Concrete shall be placed between undisturbed ground and the fitting to be
anchored such that the pipe and the fitting joints are accessible for repair.
Bolts on flanged fittings shall be left free. The area of thrust block bearing
on pipe and on ground shall be no less than that shown on Standard
Drawing No. D-4.
4.5
Temporary blocking or support of valves and fittings shall be with concrete,
fabricated steel, durable rock, sand or gravel and in no case shall temporary
or permanent wood blocking be used.
Valves, Fittinos and Hydrants
Valves, fittings and hydrants shall be set plumb and dÍrectly on the
centreline of the pipe. A Nelson type valve box shall be provided for every
valve. The valve box shall not transmit shock or strain to the valve and shall
be centred and plumb over the nut of the valve. The 150 mm riser pipe must
be placed in such a manner as to permit the use of long-handled angle
wrenches through the box to tighten packing gland nuts. On valves 200
mm and over, a cast bell bottom fitting shall be used over the valve.
Hydrants shall be plumb and shall have their nozzles parallel with or at right
angles to the curb. Hydrants shall be set with ground flange above the
ground at the elevation directed by the Manager of Operations generally at
1 50 mm above finished curb grade. When set in a permanent sidewalk or
other solid structure, a suitable expansion joint material shall be placed
around the hydrant to allow for movement between hydrant and structure.
All hydrants shall be supplied with drains. Sufficient drain gravel shall be
placed to allow for proper hydrant drainage, generally a minimum of 0.50
cubic metres.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.2s
4.6 BIow-Offs
Blow-offs shall be installed as shown on Standard Drawing D-5.
4.7 Backfill Above Pipe Zone
ln Travell ed Areas
ln roadway areas, trench backfill material shall be placed in layers not
exceeding 300 mm in thickness and compacted by mechanical means to a
minimum of 98o/o Standard Proctor density.
The water content of the material shall be controlled to achieve the required
density. When the natural water content of the material is less than the
required value, water shall be added during the placing of the fill materials.
When the water content of the material is greater than the required value, all
compaction and placement operations shall cease and the material aerated
untilthe required water content is obtained.
ln Non-Roadway Areas
ln easements and other non-roadways areas, native trench material may be
used for trench backfill above the pipe zone. Backfill shall be placed and
com pacte d to g5o/o Sta nda rd Proctor Density.
4.8 Service Connections
Service connections shall be installed as shown on Standard Drawing No. D-
6.
Service connections shall be tested with mains where main testing is
required.
A 50 x 100 mm marker stake shall be set flush with the invert of the service
connection with the top projecting 1.0 m above the ground surface. Marker
stakes shall be painted blue and the depth from top of stake to the invert of
the service pipe shall be clearly marked on the stake with white painted
letters and numbers.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.26
lnformation as to size of service pipe and type of service shall also be
indicated on the stake.
4.9 Pipe Casings
Pipe casings shall be installed as shown on the engineering drawings. The
water pipe shall be blocked at each joint to ensure line and grade is
maintained and the casing is to be sealed at both ends with joint filler with
proper care taken to ensure that the pipe remains on line and grade and
does not float. The annular space between the water pipe and the casing
pipe shall be filled with sand or otherwise secured from floating and
movement.
A length of 6 mm polypropylene rope shall be laid alongside the carrier pipe
inside the casing to assist future retrieval.
4.10 PavementRestoration
lf the edges of the cut pavement become ragged as a result of the
construction operation, the pavement shall be re-cut to form a straight line
prior to placing new pavement. The edges of the existing pavement shall be
thoroughly clean and coated with an approved bituminous bonding agent
prior to placing the hot asphalt mix. The finished grade of the asphalt
surface shall conform with that of the existing surface such that no rises,
depressions or ridges result frorn the repaving process.
TESTING
4.11 Leakage Tests
Following final trench backfilling, leakage tests shall be performed on all
installed piping according to AWWA Standard C600. Tests shall be
conducted in the presence of the Manager of Operations with 24 hours
notice provided to the Municipality in advance of the test. The leakage test
shall be conducted after all mains and service connections have been
completely installed and backfilled. The Applicant shall furnish all necessary
apparatus, test water and labour to conduct test. Leakage tests shall be
performed in the following manner:
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.27
The section to be tested shall be filled with water and all air expelled from
the piping. lt is recommended that the test section be filled with water for at
least 24 hours prior to testing. By pumping water into the test section, the
pressure within the piping shall be increased to the pressure rating of the
main or 1tlz times the operating pressure, whichever is greater. This pressure
shall be maintained constantly in the pipe throughout the duration of the
test by the addition of make-up water. The duration of the test shall be a
minimum of 2 hours. Hydrant leads shall be shut off at the hydrant such that
the hydrant is not placed under test. The quantity of water pumped into the
test section to maintain the specified pressure over the period of the test
shall be considered to be the leakage. Piping will not be accepted until the
leakage is less than the maximum allowable leakage determined from the
following formula:
L = ND x the square root of P
131,000
in which L = the allowable leakage in L/hr.
N = the number of joints in the test section.
D = the nominal diameter of the pipe in mm
P = the average test pressure during the leakage test in kP
Should any test disclose leakage greater than that specified above, the
source of the leakage shall be located and the defect repaired or the
necessary replacement made and the section retested until a satisfactory
test is obtained. All repairs to the work shall be made with new material
equivalent to that requiring repair or replacement. The use of repair and
maintenance aids such as clamps will not be permitted.
Leakage tests shall be carried out between valved sections of the installation
such that every valve in the system is tested for leakage in the shut-off
position.
Testing through hydrants is not permitted
4.12 Flushing
The pipe shall be cleaned of dirt and other foreign materials. The pipe shall
be flushed at water velocities of 1 m/s or as high a velocity as can be
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.28
obtained from the available water source. Flushing time shall be at least five
times the time required to travel the main at 1.5 m/s velocity. Flushing shall
continue for the required time or until 10 minutes after the water has
cleared, whichever is greater.
The Owner's Engineer shall submit a report to the Manager of Operations
indicating that flushing was performed in conformance with this section.
4.13 Chlorination
On completion of the flushing operation, main pipes and services shall be
chlorinated. Chlorination procedures shall conform to AWWA C601. No
pills, powders or solids shall be placed in the maín during installation or for
chlorination purposes. Chlorination shall be applied by the continuous feed
method.
After preliminary flushing, a solution of calcium hypochlorite or liquid
chlorine shall be injected while sufficient water is being discharged through
the main to bring the chlorine content to a concentration of 50 mg/L.
All appurtenances shall be operated in this solution to disinfect them. All
measures shall be taken to prevent the disinfectant solution from flowing
into existing water supply system. The disinfecting solution shall remain in
the main for 24 hours and shall have no less residualthan 25 mg/l at the end
of that period. Following disinfection of lines to the required standard, the
line shall have a final flushing to completely purge all disinfecting solution.
Flushing shall continue for 15 minutes after a concentration of 1 mgll is
reached. Water with a chlorine concentration greater than 1 mg/L shall be
discharged to a sanitary sewer or alternate means of disposal and requires
approval of the Ministry of Environment. Bacteriological samples must be
submitted to a qualified testing laboratory and indicate that satisfactory
disinfection has been achieved prior to putting the main into service.
A log of all test results and disinfection procedures shall be submitted to the
Manager of Operations.
On completion of chlorination, the entire piping system shall be thoroughly
flushed, filled with water and left in a condition ready for use, unless
otherwise directed by the Manager of Operations.
Town of Golden - Subdivision and Development Servicing Bylaw"l223
D.29
4.'14 Compaction Test
The Municipality shall be provided with copies of all sieve and compaction
test results pertaining to bedding backfill and roadway restoration.
Compaction tests shall be taken at a frequency of one test per lift for every
75 m of trench length and one test per lift for any trench less than 75 m.
5.0 STANDARD DRAWINGS
5.1
The following Town of Golden Standard Drawings shall form part of this
schedule.
Drawinq No. Drawinq Description
D-1
Standard Classes of Pipe Bedding & Backfill within the Pipe
Zone
Standard Hydrant Detail
Nelson Type Valve Box & Riser
Pressure Main Trust Blocks
Standard Blow-Off Detail
Larger Diameter Sewer and Water Services
Typical Water Service Connection
Sewer and Water Services Common Trench lnstallation
Watermain and Sewer Main Anchors
Combination Air Release Valve or Air & Vacuum Release Valve
Trench Restoratíon Detail
D-2
D-3
D-4
D-5
D-6
D-7
D-8
D-9
D-10
D-11
Town of Golden - Subdivision and Development Servicing Bylaw 1223
D.30
REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE
DESIGN AND CONSTRUCTION OF SANITARY SEWERS
SCHEDULE E
1.0 GENERAL DESIGN
1.1 General
Where a sanitary sewage collection and disposal system is required, sanitary
sewer facilities including gravity sewer mains, pump stations and force
mains if required, manholes, service connections and all related
appurtenances shall be provided.
A sewer service lateral shall be installed where required to provide a
connection to each parcel to be created by the subdivision and to any other
existing or possible future parcel which can be serviced from mains installed
by or for the subdivision. The routing of sewers shall be in accordance with
the directions of the Manager of Operations.
Where sanitary sewer facilities are not required, rights-of-way may be
required to be provided by the Applicant to allow for the eventual
installation of this facility. Such rights-of-way shall be registered in favour of
the Municipality at the Applicant's expense.
Where a subdivision is located in a zone where on-site disposal is permitted,
the individual treatment systems (e.g. septic tanks) shall be designed to
facilitate connection of the individual service lines to a future sanitary sewer
system, should it become available.
On-site disposal systems shall be designed, constructed and inspected in
accordance with current provincial government regulations and standards
as set out in the Health Act.
Standards and Specifications of this Schedule to Apply to Sewer Works
1.2
Standards and specifications contained in this Schedule shall apply to all
sanitary sewer installations constructed for or in the Municipality. All
standards not specifically covered in these standards shall be as directed by
the Manager of Operations.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.1
1.3 Approval of Engineering Drawings Required Prior to Construction
Engineering drawings showing detailed design of the necessary works shall
be submitted to the Manager of Operations for approval. No construction of
sanitary sewers shall commence until the drawings have been approved by
the Manager of Operations. These drawings shall show alignment and size
of pipes, proposed grades, distances between manholes, manhole invert
elevations, existing ground line and proposed final ground line over pipe,
location of all service connections to the property line, all easements, lift
stations, force mains, pipe bedding requirements, and all other details which
may be required by the Manager of Operations.
2.O DESIGN CRITERIA
2.1 Pipe Capacity
Sanitary sewer facilities constructed in a subdivisíon shall be desígned to
provide sufficient capacity to carry the required quantity of sewage flow
from the full contributing area as defined by the Manager of Operations.
Per Capita Flow
Sanitary sewer system design should be based on an average daily dry
weather flow (ADWF) of 350 litres per day per capita (L/d/c).
Non-Reside ntial Flows
Average dry weather flows (ADWF) for non-residential areas should be based
on specific data related to the development or zoning. ln the absence of
such data or local regulations, use the above residential per capita flow and
the equivalent population factors specified in Table E.1.
Table E.1
Land Use
Commercial
Equivalent Popu lation/Hectare (g ross)
75 people/ha
lnstitutional
50 people/ha
lndustrial
75 people/ha
Town of Golden - Subdivision and Development Servicing Bylaw '1223
8.2
Peakinq Factot:
The peaking factor is the ratio of peak dry weather flow (PDWF) to the
average dry weather flow (ADWF). The peaking factor should be applied to
the design residential population and the non-residential equivalent
population. The peaking factor is to be calculated using the Harman
formula:
Where: PP = peaking factor
P = population in thousands
lnfiltration
Design flow should include an infiltration allowance to cover groundwater
infiltration and system inflows. The allowance should be based on the gross
tributary area and the allowances provided in Table E.2.
Table E.2
Design Flow
Design flow Q (= PWWF) - population and equivalent x per capita flow x
peaking factor + infiltration allowance.
Pipe sizes shall be selected so that sewers flow 2/3To3/4 full at peak hour
design flow.
lnfiltration
Allowance
0.06 L/slha
New system with pipes above groundwater table:
0.12Llslha
Old system (25 years or older) and/or pipes below
groundwater table
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.3
2.2 Minimum Velocitv and
n Grade
Minimum velocity for pipe flowing full or half full shall be 0.6 metres per
second. Minimum grades are as specified in Table E.3 assuming a Manning's
pipe roughness coefficient "n" of 0.013.
Table E.3
Min. Grade
Min. Grade
Pipe Diameter
Pipe Diameter
375 mm
0.23o/o
100 mm
2.OOo/o
O.2Oo/o
400 mm
150 mm
l.OOo/o
O.18o/o
0.600/o
450 mm
200 mm
525 mm
0.15o/o
0.400/o
250 mm
600 mm
0.12o/o
0.32o/o
300 mm
350 mm
0.28o/o
Grade shall be increased where pipes are not expected to flow full or half
full. There shall be no change in the grades of pipe between manholes.
2.3 Sizing of Sewer Mains
The minimum pipe size for all sewer mains shall be 200 mm. No reduction of
pipe size shall be made downstream irrespective of pipe grade.
2.4 Depth of Cover
The depth of the main shall be sufficient to provide all service connection
piping with a minimum cover of 1.8 m to top of the service piping anywhere
within the finished right-of-way. Sanitary mains shall be designed such that
gravity sanitary sewer drainage is possible from the full basement level of all
parcels. ln no instance shall the minimum cover over the crown of the main
be less than 1.5 m, unless approved bythe Manager of Operations. Where
the cover over the pipe is less than 1.5 m, the main may require insulation as
directed by the Manager of Operations.
2.5 Manhole Spacinq
Manholes shall be installed at a maximum spacing of 150 m:
at the end of each line where cleanouts are not provided;
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.4
at all changes in grade, alignment or direction (for non curvilinear
sewers);
at all changes in pipe size;
at all existing and future pipe junctions and intersections;
at the beginning and end of pipe curvature for curvilinear sewers
Manholes are normally constructed in accordance with the details as shown
on Standard Drawings E-1, E-2 and E-3. ln cases where these details will not
suffice, a detailed design drawing must be approved by the Manager of
Operations.
Drop manholes on sanitary sewers may be allowed where particular
circumstances preclude the use of normal manholes and where invert
elevations differ by more than 60 cm. Drop manholes shall be constructed
in accordance with the details as shown on the Standard Drawing E-2.
The relative elevations of sanitary sewers entering and leaving a manhole
are to be such as to ensure that the manhole does not substantially reduce
the hydraulic capacity of the system. Minímum fall through the manhole
shall be 30 mm for straight through flows and 60 mm where there is a
change in the direction of flow.
2.6 Cleanouts
Cleanouts, rather than manholes, may be permitted at the end of
non-extendable sewer mains in non-travelled areas with the consent of the
Manager of Operations. Cleanouts shall be constructed in conformance with
Standard Drawing E-4.
2.7 Service Connections
Every parcel and each unit of a residential duplex should be provided with a
separate service connection.
Unless otherwise approved by the local authority, connections are to serve
all plumbing by gravity. Building elevations should be established
accordingly. Pumped connections may be permitted if requested prior to
sewer design and if appropriate covenants are provided.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.5
Size
Pipe size is to accommodate peak design flow
Minimum pipe size is 100 mm diameter.
Grade
Minímum grade from property line to sewer main:
100 mm diameter pipe
1.50o/o
150 mm diameter pipe: 1.00o/o
Larger sizes: Grade based on minimum velocity of 0.75 m/s.
Details
Use standard wye fittings for connections to new mains. For connections to
existing mains, use wye saddles or insertable tees. Services must enter
mains at a point just below the springline.
Service connections may be permitted into manholes if:
The connection is not oriented against the flow in the main.
Manhole hydraulic requirements are met.
lnspection chambers are required on residential connections unless the
service is less than 2.5 m long and connects to a manhole.
Control manholes are required on all industrial connections and on
commercial connections where required by the local authority.
Manholes are required on service connections larger than 250 mm diameter.
Connections exceeding 30 m in length will be treated as mains.
2.8
Location of ewer Mains
Sanitary sewer mains shall be installed along the centreline of roadways
unless otherwise permitted by the Manager of Operations. Line
Town of Golden - Subdivision and Development Servicing Bylaw '1223
E.6
assignments for sewer mains installed in lanes will be established by the
Manager of Operations.
2.9 Rights-of-Way
Where the location of the sewer main within the highway right-of-way is not
practical due to topography or other factors, the sewer main shall be located
in a utility right-of-way registered in favour of the Municipality and having a
width of not less than 6.0 metres. The Manager of Operations may require a
utility right-of-way wider than 6.0 metres in the case where services in
addition to sanitary sewer will be placed in the same right-of-way or where
the depth of the sewer main requires a wider easement. There shall be a
minimum clear lateral distance between the outside walls of sanitary sewers
and storm sewers of 1.0 m
2.1O Aliqnment of Sewer Mains
Sewer mains shall generally be designed to follow a straight alignment
between manholes. Where permitted by the local authority,horizontal and
vertical curves may be formed using pipe joint deflections as follows:
Minimum radius = 60 m.
Constant radius throughout curve.
Joint deflection not to exceed 75o/o of maximum recommended by
pipe manufacturer.
Minimum design velocity = 0.9 m/s.
Joint locations to be recorded.
2.11 Sanitary Force Mains and Lift Stations
The objective of the Municipality is to minimize the number of sewage lift
stations required and thoroughly consider other options to avoid lift stations
wherever practical. The Owner's Engineer shall obtain approval from the
Manager of Operations as to the siting of the lift station.
Prior to commencing detailed design of a lift station, the Owner's Engineer
shall submit a pre-design report that addresses the design considerations of
these criteria to the Manager of Operations. Approval of the pre-design
concepts must be obtained prior to the Owner's Engineer commencing
detailed design.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8,7
The location and layout of a lift station shall include an assessment of the
following basic pre-desig n considerations.
System Layout:
Select location(s) to minimize long term total number
of pump stations.
Location:
Within right-of-way adjacent to roadway.
Capacity:
Dependent upon the development and catchment
area. Designs must consider short, intermediate and
long term future flows.
Configuration:
Submersible duplex pump system unless otherwise
approved in advance.
Other basic criteria include:
Construction dewatering requirements.
Access for construction and maintenance.
Aesthetics, noise, odour control, and landscaping.
Security against vandalism and theft.
Flood elevations and station uplift design.
Proximity of receiving sewers, watermains and power supply.
Mínimizing energy req uirements.
Standby power.
Soils (subsurface investigations must be undertaken prior to site
approval).
Convenience of operation and maintenance.
Safety for operators and public including HVAC.
Capital costs and operation and maintenance costs.
Design Features
Pump stations should be designed with a minimum of two pumps,
each capable of handling the maximum flow condition. A mixer
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.8
should be provided, or one pump equipped with an automatic flush
valve.
Where the design flow exceeds the capacity of a single, commonly
available pump, use three or more pumps with capacities such that
there is always one pump available for standby.
.2
Pump requirements:
.
Capable of passing solids up to 75 mm in size. For small flows (<
1O L/s), recessed impeller type pumps with 50 mm solids
capability may be considered, subject to local authority approval.
o Maximum motor speed: 1,750 rpm. For small flows (< 10 L/s),
3,500 rpm may be considered, subject to local authority approval.
o 600 volt, 3 phase electrical power. Lower voltage (208 V, 3 phase)
may be considered depending upon service voltage available
from the power company.
o Easily removed for maintenance.
.
Able to operate alternately and independently of each other.
o Able to meet maximum flow condition with one pump in failure
mode.
o Sized so that each motor does not cycle more than six times in
one hour under normal operating conditions.
.3
Minimum wet well size: 2.4 m diameter
Check valves and plug valves required on each pump discharge.
Wet well bottom to be benched to direct solids to pump suction.
Gate valve required on influent line outside pump station.
Pump station lids to be waterproof and provided with locks. Covers
may be either aluminum or fibreglass. Fasteners to be 316 stainless
steel. Lids to be 200 mm to 300 mm above ground level.
Station access to be by aluminum ladder. Ladder to be located to
avoid interference with removal and installation of pumps. Ladder to
be provided with extension and lock at least 600 mm above station
,4
.5
.6
.7
.8
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.9
.9
lid. Fibreglass grating platform to be provided above high water
level for wet well access. Access, ladder and platform to meet
Occupational Health and Safety regulations.
Metal stations to be provided with impressed current cathodic
protection.
Steel and fibreglass surfaces to receive minimum two coats of two-
component white epoxy enamel. Concrete stations to be designed
to prevent sulphide attack.
Auxiliary equipment and control panels to be housed in
weatherproof kiosk adjacent to station. Kiosk to be located not less
than 2.0 m and not more than 4.0 m from station lid.
Kiosk to contain separate compartment for pump station ventilation
fan.
Explosion-proof intake fan, activated by a manual switch, and of
sufficient capacity to exchange the total volume of air inside the
station with fresh air within 3 minutes. Fan to be located in kiosk.
lntake duct to terminate near maximum water level. Exhaust vent to
be provided in top of pump station.
Wiring in station and fan compartment to be explosion-proof, Class 1,
Division 2. Electrical design and installation subject to approval by
the Provincial Safety lnspector.
Power and control cables to be continuous from within the pump
station to within the kiosk.
Levels to be controlled by ultrasonic level transmitter, plus
emergency high and low levelfloats.
17 Controls to be PLC based and connected to the SCADA system.
Station to be complete with an Uninterruptible Power Supply (UPS)
to serve alarms and controls.
.10
.11
.12
.13
.14
.15
16
.18
Town of Golden - Subdivision and Development Servicing Bylaw '1223
E.10
.19 Control panel to include hour meter and ammeter for each pump.
.20
Station to include magnetic flow meter with totalizer and connection
tO SCADA.
.21
Pump control panel to incorporate operator interface with indicator
lamps.
.22
Control kíosk to be designed to contain control and SCADA
equipment on front panel and power equipment on rear panel.
Concrete base to be minimum 75 mm above finished grade.
23
Pump stations to include automatic generator sets for standby power
in case of power failure. Provision for SCADA system to be included.
Generator set enclosures to be weatherproof and to include noise
control. For small pump stations, emergency storage may be
considered in place of standby power. Emergency storage is to be
based on 8 hours of average day flows plus infiltration.
.24
Area around station and related equipment or building is to be
graded, asphalted and fenced. Size of area to be determined by
maintenance requirements and minimum 1.2 m clearance to
structures with doors opened. Layout of structures and gates is to
provide for clearances for pump removal by hoist truck.
Odour control to standard set by Manager of Operations.
Design in accordance with appropriate seismic standards.
Equipment to be CSA approved and have minimum one-year
guarantee on parts and labour.
For each design submission to the Municipality, an extra set of drawings and
equipment manuals pertaining to the design of the pump station, the
sanitary mains and force mains, key plan, and a location plan shall be
submitted for the maintenance department to check.
Before commencement of construction, the Owner's Engineer shall provide
three sealed sets of mechanical shop drawings and electrical line diagrams
.25
.26
.27
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.l 1
for review by the Manager of Operations. Two sealed copies of design
calculations shall be provided for documentation. Prior to Total
Performance of the completed lift station, by the Municipality, the Owner's
Engineer shall provide three copies of an Operation and Maintenance
Manualto the Municipality. The manual shall contain:
o As constructed shop drawings.
.
Equipment layout drawings.
o Electrical, control, and alarm wiring diagrams.
o Operating instructions for the station and for all equipment.
o Maintenance instructions for all equipment, including frequency of
maintenance tasks.
o Equipment data sheets.
o Certified head/capacity curves for pumps.
.
Equipment part lists.
o Emergency operating procedures.
The maintenance manuals shall be hard backed bound documents with the
name of the facility embossed on the cover.
2.13 Access
Paved vehicular access shall be provided to sewage pumping stations The
minimum standard shall be as for a Rural Roadway as shown on Standard
Drawings, with curbing and drainage provisions except with a minimum
paved width of 6.0 m Standard Drawing No. B-7. Curbing and drainage
provisions may be required by the Manager of Operations, depending on
the location of the pumping station.
2.14 Force Mains
At the lowest pump delivery rate anticipated to occur at least once per day, a
cleansing velocity of at least 0.75 m/s should be maintained. Maximum
velocity should not exceed 3.5 m/s.
An automatíc air relief valve shall be placed at high points in the force main
to prevent air locking.
Force mains should enter the gravity sewer system via a manhole and at a
point not more than 600 mm above the flow line of the gravity sewer.
Town of Golden - Subdivision and Development Servicing Bylaw1223
8.12
The minimum size for force mains discharging raw sewage shall be 100 mm
diameter, unless otherwise approved by the Manager of Operations.
The materials selected for force mains shall meet Municipal standards and
shall adapt to local conditions, such as character of industrial wastes, soil
characteristics, exceptionally heavy external loadings, abrasion and similar
problems.
A trailing wire shall be installed for the purpose of locating the force main
All force mains shall be designed to prevent damage from superimposed
loads, or from water hammer or column separation phenomena.
2.15 Tie-ins to Existing Sewer Mains
Connection of a new pipe to an existing sewer main shall be done by the
Municipality unless the existing main has an acceptable provision for a direct
extension. The Applicant shall pay for the supply of all materials required
and shall pay the full cost of making the tie-in. This portion of the worlç
including details of materials required, shall be clearly indicated on the
design drawings. Application for tie-in shall be made one week in advance
of the proposed work.
3.0 MATERIALS
3.1 Pipe and Fittinqs
Pipe for gravity sanitary sewer mains shall be:
polyvinylchloride p¡pe up to 600 mm in diameter, SDR 35,
conforming to ASTM D3034 and CSA 8182.2, stiffness (F/Y) of 320 kPa
at 5o/o deflection conforming to ASTM D2412, complete with
approved rubber gasket joints. Maximum pipe length shall be 4
metres.
Pipe for sanitary sewer connections of 100 mm and 150 mm diameter and
for 150 mm diameter sewer mains shall be:
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.13
Polyvinylchloride pipe, SDR 28, conforming to ASTM D3034 and CSA
8182.1, complete with rubber gasket joints. Maximum pipe length
shall be 4 metres.
Sewer fittings shall correspond with the respective main and service pipes
and shall conform to consistent specifications for main pipe.
Pipes and fitting for sanitary sewer force mains shall be pressure rated pipe
designed to meet pressure requirements of the force main, Force main
materials must be approved by the Engineer.
Other types of pipe shall be used only with the written consent of the
Manager of Operations.
3.2 Pipe and Fitting Joints
Sewer pipe and fittings shall be jointed with a rubber gasket or other
preformed, factory-ma n ufactu red gasket or approved materia l.
3.3
Precast concrete manhole sections shall conform to ASTM C478 and shall be
1,200 mm diameter. Concrete for cast-in-place manholes shall have a
minimum compressive strength of 27.6 MPa at 28 days. Cement to be Type
10 normal unless soils are alkaline and then Type 50 sulphate resistant
cement shall be used.
Concrete for cast-in-place manhole bases and benching shall have a
minimum compressive strength of 27.6 MPa at 28 days.
Precast and prebenched manhole bases of a design and construction quality
acceptable to the Manager of Operations are preferred over cast-in-place
bases and benching.
Cover slabs may be precast or cast-in-place concrete reinforced to withstand
H-20 loading conditions.
Manhole rungs shall be 20 mm diameter steel, hot-dipped galvanized after
bending, or an approved aluminum alternate, at 300 mm o.c. cast in the wall
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.14
of the manhole section, or set in 30 mm holes filled with epoxy cement.
Rungs shall protrude 125 To 150 mm from the manhole wall. The top step
shall be located no more than 600 mm below the manhole rim elevation. lf
precast manhole barrels are used having inset wire lifting lugs, the lugs shall
be galvanized.
3.4 Manholes Frames and Covers
Covers and frames shall be cast iron of an approved pattern to withstand
H20 loading. The cover shall have a weight of 66 kg and the frame shall be
of the round base pattern having a weight of 84 kg. Bear:ing faces of the
cover to frame shall be machined for a non-rocking pit. The cover shall have
2 only 22 mm diameter lifting holes (Dobney C-20 or approved equal).
4.0 WORKMANSHIP
4.1 Trench
vation
Trenches shall be excavated to suit the cross-section shown on Standard
Drawings No. D-1 and D-11. Open trenches through existing paved surfaces
will be allowed only with the prior express consent of the Manager of
Operations. When trenches through existing pavement are allowed, the
pavement shall first be saw-cut by mechanical means in straight continuous
lines parallel to the trench centreline.
lf trenches are excavated wider than the specified widths, a higher class of
pipe or special bedding may be required.
The top of the trench at ground level shall be kept to the minimum width
consistent with the depth, natural angle of repose of the material and the
regulations of the WorksafeBC.
Excavation for manholes, fittings and other appurtenances, shall be to the
lines which will permit the assembly of these sections. Concrete for bases
may be cast against the walls of the excavation, if the soil conditions are
suitable and the Manager of Operations so approves.
Where an existing structure or underground installation may be affected by
the works, it is the responsibility of the Applicant to inform the owner of
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.15
such facility sufficiently in advance that the owner may make an inspection
and specify the protective measures to be undertaken.
Where an unforeseen or other obstruction is encountered which interferes
with the designed alignment or grade, the construction shall cease until
such time as revised proposals are approved by the Manager of Operations.
The attention of the Applicant is directed to the provisions of the
Occupational Health and Safety regulations. All municipal employees have
been instructed not to enter excavations which are not properly braced or
which otherwise do not conform with the requirement of the Board. lt
follows, therefore, that approvals cannot be given to installations not
inspected because of unsafe working conditions.
Any over-excavation of the trench subgrade beyond the specified depth
shall be backfilled with select material and compacted to 1000/o Modified
Proctor density.
ln rock excavation the depth of compacted bedding material below the pipe
shall be a minimum of 150 mm for pipe of 600 mm diameter or less and 250
mm for pipe in excess of 600 mm diameter. This depth shall exist for the full
wall-to-wall width of the trench.
Where the bottom of any excavation as uncovered is soft and is, in the
Owner's Engineer's opinion, unfit to support the pipes or structures, a
further depth shall be excavated and refilled to the correct shape, grade and
elevation as directed by the Owner's Engineer.
When the bottom of a trench is found to consist of unstable material which,
in the opinion of the Owner's Engineer, cannot be removed and replaced
w¡th bedding material, a pile foundation or other structural support in
accordance with plans prepared by the Owner's Engineer shall be
constructed.
ln areas of clay or other impermeable soils, where overexcavation of the
trench subgrade is required, the overexcavation shall continue to a point
where ponding of water in the trench bottom will be avoided.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.16
Open cut trenches shall be sheeted and braced as required by the Worker's
Compensation Act, as may be necessary to protect life, property, or the
work, unless the trench excavation is sufficiently wide at the top to be
naturally stable. When close sheeting is required, it shall be driven so as to
prevent the soil from entering the trench either from below or through such
sheeting. A minimum distance or 1 50 mm from the closest point of the pipe
to the sheeting shall be maintained.
When possible, vertical trench timber or sheeting shall be placed so that it
does not extend below the level of the bottom of the excavation. Sheeting
driven below the pipe grade shall not be removed unless the sheeting can
be removed without causing settlement or lateral displacement of the pipe.
Sheeting thus left in shall be cut off 1 00 mm above the top of the pipe.
Unless otherwise indicated in the drawings or specifications, or unless
approval to leave it in place is received from the Manager of Operations,
trench sheeting and bracing shall be removed when backfilling has been
completed or has reached a level which will permit its safe removal without
causing injury to persons or damage to the works. When sheeting and
bracing is left in place, it shall be cut such that no sheeting remains closer
than one metre to the established subbase roadway grade or the existing
ground surface, whichever is the lower.
Particular caution will be taken to ensure that pipe bedding is not disturbed
such that settlement of the pipe results.
Timber supports or sheeting shall be left in place when its removal would
endanger adjacent structures or result in a shifting of pipe bedding material
and a displacement of the pipe. The Manager of Operations may require the
pipe to be bedded in concrete (Class A Bedding) when, in his opinion, the
removal of sheeting would disturb the pipe bedding. Discharge from trench
pumps, well points, or other dewatering aids, shall be located and controlled
in such a manner as to not cause loss or damage to public or private
property, nuisance on roadways or walks, or injury to the public.
4.2 Pipe Class and Beddinq CIass
The quality of pipe and bedding shall be so selected such that the
installation will adequately support the loads to be placed on it during
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.17
construction and in operation. For concrete pipe, the calculations shall
follow the method shown in Water Pollution Control Federation Manual of
Practice No. 9, latest edition. A safety factor of 1.5 shall be used for concrete
pipe and the bedding classifications shall be as identified in Standard
Drawing No. D-1.
For PVC pipe, the calculations shall follow the methods outlined in the
Uni-Bell Plastic Pipe Association publication "Handbook of PVC Pipe - Design
and Construction", latest edition.
Pipe class and bedding class must be identified on all engineering drawings.
Pipe shall have at least Class B bedding, unless the Manager of Operations
specifically approves Class C bedding, as defined by Standard Drawing No.
D-1.
4.3 Tie-lns to Existing Sanitary Sewer
Tie-ins to existing sanitary sewer mains shall not be made until after lines
have been flushed and tested.
All work and costs associated with tie-ins shall be the responsibility of the
Applicant. The Applicant shall install plugs in the nearest manhole to each
connection so that no water enters the existing sewer system. The plugs
shall be left in place until final connection and Total Performance of the new
works by the Municipality. No turning in of sewage to the new system shall
be done until the new works have been flushed and approval obtained from
the Municipality. The Applicant shall be charged a minimum of 5500.00 for
each time he allows water or sewaqe from the new svstem to enter the
existino svstem olus anv additional
for cleanino the exi
no sewers.
4.4 Pipe lnstallation
Prior to installing pipe, all standing water shall be drained or pumped from
the trench.
Pipe shall be carefully lowered into the trench in a manner that will prevent
damage to the pipe. Pipe shall be jointed in strict accordance with the
manufacturer's recommended practice. When pipes are not being installed,
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.18
the open end of the newly laid pipeline shall be protected with a suitable
bulk head to prevent the entry of any foreign material.
Trench conditions shall be such that pipe jointing can be accomplished
without getting muck silt, gravel and other foreign material into the pÍpe.
The grade of every pipe length shall be checked before the pipe is backfilled.
Any part of the trench excavated below grade shall be regraded with
approved material thoroughly compacted.
All pipe must be laid to the design lines and grades within the following
tolerances:
-
Horizontal deviation from the approved alignment shall not exceed
60 mm and the rate of deviation shall not exceed 40 mm in 10 metres.
Vertical deviation from true grade varies with the grade and shall not
exceed the limits shown in Table E.4.
Table E.4
Max. Departure from
Design Elevation
Max. Rate of
Deviation
Grade
20 mm in 10 metres
Over 5%o
30 mm
10 mm in 10 metres
2o/oto 5o/o
15 mm
10 mm in 10 metres
Less than 2olo
6mm
4.5 Backfillin Pioe Zone
The pipe zone is considered as being the depth of trench between the
trench bottom and a level 300 mm above the top of the pipe.
Backfill from 50 mm above the springline of the pipe to the top of the pipe
zone cover shall be with the same material as used for pipe bedding
material. The pipe zone backfill shall be hand placed and thoroughly
compacted to a density of 98o/o Standard Proctor Density in layers not
exceeding 150 mm using hand tampers.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.19
4.6 BackfillAbove Pipe Zone
ln Travelled Areas
ln roadway areas, trench backfill material shall be placed in layers not
exceeding 300 mm in thickness and compacted by mechanical means to a
minimum of 98o/o Standard Proctor density.
The water content of the material shall be controlled to achieve the required
density. When the natural water content of the material is less than the
required value, water shall be added during the placing of the fill materials.
When the water content of the material is greater than the required value, all
compaction and placement operations shall cease and the material aerated
untilthe required water content is obtained.
ln Non-Travelled Areas
ln easements and other non-roadways areas, native trench mater¡al may be
used for trench backfill above the pipe zone. Backfill shall be placed and
compacted to 95o/o Standard Proctor Density except where structures or
pathways are located over the pipe, compact to 98o/o Standard Proctor
Density.
4.7 Manholes
Manholes shall be constructed as shown on Standard Drawings No. E-1, E-2,
and E-3.
All water shall be removed from the excavation prior to placing concrete,
precast base or approved prebenched monolithic base. Concrete shall be
placed only on a firm base. lf the bottom of the excavation is unsuitable for
support, it shall be excavated to a firm base and backfilled to the required
grade with pipe bedding material.
Manhole channelling shall be constructed to form a smooth transition
through the manhole. Channelling is to be formed using half pipe or fittings
whenever possíble. Where it is impossible to use half sections of pipe or
fittings, the channel will be formed in the manhole base in a manner
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.20
approved by the Manager of Operations. Prebenched monolithic bases are
the preferred method of construction.
Precast sections shall be placed plumb with all joints sealed to exclude the
entrance of groundwater. Manhole barreljointing material to be Rub'r-Nek
as supplied by National Coupling, Kitchener, Ontario, or approved equal.
Drop structures shall be constructed as shown on Standard Drawing E-2
4.8 Stubs
Blind stub sections for connection of future Municipal sewers to the
manholes shall be installed as directed by the Manager of Operations. The
stub shall be plugged at the end with a watertight removable plug.
4.9 Service Connections
Service connections shall be installed as shown on Standard Drawings No' D-
6, D-8 and E-5.
A 50 x 100 mm marker stake shall be set flush with the invert of the end of
the service connection and againstthe cap and with thetop projecting 1.0
m above the ground surface. Marker stakes shall be painted "green", and the
depth from top of stake to the invert of pipe shall be clearly marked on the
stake with white painted letters and numbers.
lnformation as to size of service pipe and type of service shall also be
indicated on the stake.
4.10 Pipe Casinqs
The sewer pipe shall be blocked at each joint to ensure line and grade is
maintained and the casing is to be sealed at both ends with joint filler with
proper care taken to ensure that the pipe remains on line and grade and
does not float. The annular space between the sewer pipe and the casing
pipe shall be filled with sand or otherwise secured from floating and
movement.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.21
A length of 6 mm polypropylene rope shall be laid alongside the carrier pipe
inside the casing to assist future retrieval.
4.11 PavementRestoration
lf the edges of the cut pavement have become ragged as a result of the
construction operation, pavement shall be recut to form a straight line prior
to placing new pavement. The edges of the existing pavement shall be
thoroughly cleaned and coated with an approved bituminous bonding
agent prior to placing the hot asphalt mix. The finished grade of the asphalt
surface shall conform with that of the existing surface such that no rises,
depressions or ridges result from the repaving process.
4.12 Cleaninq and Flushinq
Prior to video inspection, the sanitary sewer pipe shall be cleaned by
flushing, or the use of mechanical equipment as necessary to remove all
foreign material from the pipe. After paving and landscaping and before
subdivision construction Total Performance, the sanitary lines shall be
flushed to remove any deleterious material deposited by associated
construction works.
4.13 Force Mains
Force mains shall be constructed and tested in accordance with Schedule D
or as specified by the Manager of Operations.
4.14 CompactionTesting
The Municipality shall be provided with copies of all compaction test results
pertaining to bedd¡ng, backfill and trench.
Compaction tests shall be taken at a frequency of one test per lift for every
75 m of trench length and one test per lift for any trench less than 75 m.
4.15 Video lnspection Tests
Prior to the inspection for the Total Performance Certificate (TPC), the
Applicant shall, at no cost to the Municipality, flush all sanitary sewers
installed and have a video inspection undertaken by a firm skilled in such
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.22
inspections may be required by the Manager of Operations. Two copies of
the video inspection and written report shall be submitted prior to Total
Performance being issued.
Any deficiencies discovered during this inspection shall be rectified at no
cost to the Municipality.
A television work report, in log form, shall be maintained during the
inspection. This log shall show the exact location of each leak or fault
discovered by the television - e.g. open joints, broken, cracked or collapsed
pipe, presence of grease, roots, debris, accumulation, obstructions,
infiltration, water depth variations, and other points of significance. The
reference location shall include the distance away from the reference
manhole and also the position of the leak or fault as referenced to the crown
of the pipe using clockface notation.
The report shall include the location of all service connections together with
a statement of opinion as to whether or not the service connections are
leaking. Protrusions of the service connections into the mainline shall be
noted with reference to the degree of protrusion.
Photographs of all sewer defects shall be taken. The photographs shall be
coordinated with the written report by reference numbers. A minimum of
one photograph per line shall be taken to show a representative view of the
workmanship, as well as additional photographs of deficiencies as required.
Each manhole section of pipe shall be located on the report form in such a
way as to be readily identifiable. ldentify such items as name of subdivision,
street names, manhole numbers, type of pipe, joint length, direction of
flows, pipe diameter, manhole depth, inspection date, names of the
inspection technician, persons viewing, and video tape identification
numbers.
Full color video tapes shall be of a format acceptable to the Manager of
Operations. All video tapes shall be numbered and cross indexed to the
typewritten report. Video tape footages to fault locations shall also be cross
indexed to the typewritten report, as well as referenced to the description of
the fault included on the video tape.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
E.23
lf, during the inspection procedures the television camera will not pass
through the entire manhole section, the Applicant shall reset his equipment
in a manner so that the inspection can be performed from the opposite
manhole.
Prior to inspection, all lines shall be cleaned thoroughly to remove dirt,
grease, sand and other foreign and objectionable debris from inside the
pipe and manholes so that cracks and other faults may be observed.
5.0 STANDARD DRAWINGS
5.1
The following Town of Golden Standard Drawings shall form part of this
Schedule:
Drawi
No. Drawino
riotion
D-1
Standard Classes of Pipe Bedding and Backfill within the pipe
zone.
Larger Diameter Sewer and Water Services
Sewer and Water Services Common Trench lnstallation
Trench Restoration Detail
Typical Manhole for Sewer Main up to 400 mm Diameter
lnterior Drop Manhole
Landing for Deep Manhole
Sewer Cleanout for 150 mm and 200 mm Diameter Sanitary
Sewer Terminals
Typical Sewer Service Connections
D-6
D-8
D-11
E-1
E-2
E-3
E-4
E-5
Town of Golden - Subdivision and Development Servicing Bylaw 1223
8.24
16.0
MANAGEMENT SYSTEMS
REGULATIONS, STANDARDS AND SPECIFTCATIONS FOR THE
SCHEDULE F
DESIGN AND INSTALLATION OF STORMWATER MANAGEMENT SYSTEMS
1.0 GENERAL DESIGN
1.1 StormwaterManagement
Stormwater management involves the planning and design necessary to
mitigate the hydrological impacts of land development or land use changes.
Adverse hydrological impacts include such things as increased peak
stormwater flows, erosion, sedimentation, flooding, reduced surface
infiltration, reduced minimum groundwater levels and stream flows, water
quality deterioration, and degradation of aquatic and wildlife habitats.
Mitigation measures include, but are not limited to the following:
Appropriate sizing and routing of pipes and channels
Major flow path routing
Detention storage
Sediment removal
Biofiltration
Landscaping
Erosion protect¡on
Grou ndwater infiltration
Subsurface disposal
Parcel grading
1.2 StandardsThatApplyToAll DrainageWorks
All new subdivisions and developments shall be provided with stormwater
management systems that comply with the following standards:
The site shall be graded to ensure positive drainage of water not
absorbed by the ground. The site shall drain to the point of water
discharge.
The recommended minimum and maximum gradients to ensure
positive drainage are set out in Table F.1. lf the drainage design is
certified by a professional engineer, gradients that do not conform to
the recommendations in Table F.1 may be accepted.
a)
b)
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.t
Table F.1
* Driveway access grades should be designed to permit the appropriate vehicular
access for the zone without "bottoming-out" or "hanging-up"' From edge of
pavement to property line, the driveway should follow proper boulevard slope
to drain towards the roadway. For the fìrst 10 m on private property, the
maximum driveway grade is 15o/oif accessing a local or collector roadway. This
maximum grade ís limited to 10o/o if accessing an arterial roadway,
The site shall be graded and planted in a manner that will prevent
erosion of the ground.
d)
Site runoff shall not flow onto adjacent properties.
For sites where any foreign mater¡al other than natural storm
drainage might enter the drainage system, facilities to remove the
foreign material shall be designed and sealed by a Professional
Engineer and submitted for approval to the Ministry of Environment.
Where disposal is to the Columbia River, the Kicking Horse River, or
Hospital Creek, the drainage system shall be designed and sealed by
a Professional Engineer and submitted for approval to the Ministry of
Environment.
c)
e)
0
Grade
Area
10-15o/o*
1:10
Driveways
Maximum Gradient
1o/o
Minimum Gradient
1:100
1:17
4o/o
Maximum Gradient
Off-Street Parking
1:66
1.5o/o
Minimum Gradient
8o/o
1:12
Pathways
Maximum Gradient
2o/o
Minimum Gradient
1:50
1:17
60/o
Maximum Gradient
Paved Utility Area
1:50
2o/o
Minimum Gradient
33o/o
1:3
Grass Areas
Maximum Gradient
1o/o
1:100
Minimum Gradient
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.2
s)
Disposal of drainage water shall be achieved by one of the following
methods:
1
connection to the municipal storm sewer system where the
system exists in a roadway adjacent to the parcel, or where the
municipality requires the storm sewer system to be extended
to the parcel;
discharge to a surface drainage course (ditches) where a storm
sewer system is not available and a surface drainage course
runs adjacent to the site;
discharge to a dry well where a storm sewer system or
ditching is not available and soil conditions and water table
level facilitate effective operation of a dry well. Where dry
wells are required, they must conform to the standards set out
in this Bylaw;
4.
discharge to a natural drainage course, the Columbia River,
the Kicking Horse River, or Hospital Creek, where they run
adjacent to or through a site and other disposal methods are
not available.
The Applicant shall note that meeting standards set out in this Bylaw
do not preclude the necessity to apply for permits from other
agencies.
1.3 Stormwater Manaqement PIan
A stormwater management plan is required for all developments larger than
4 ha. The stormwater management plan is to include the following:
Tributary areas in the catchment based on existing and ultimate land
uses.
Contours at 1.0 m elevation intervals.
Existi ng watercou rses i ncl udi ng environ menta I classifications a nd/or
fish presence information.
Layouts of existing and proposed drainage systems.
Major flow paths.
Preliminary parcel grading patterns.
2
3
h)
1
2.
3.
4.
5.
6.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.3
7.
8.
9.
Locations, sizes and hydraulic grade line (HGL) elevations of any
proposed detention facilities.
Any proposed mitigation measures, if appropriate.
Proposed minimum building elevations (MBE) and 100 year HGL of
major flow path.
Construction sedimentation control plan.
Pre and post-development flows with and without the impact
mitigation measures.
Current and future upstream and downstream flows and system
capacities.
10.
11.
12.
The stormwater management plan shall be submitted to the Manager of
Operations for approval.
1.4 Minor and Maior Svstems
Each drainage system consists of the following components:
The "minor system" consists of those works necessary to handle a 5
year return flow for low density residential areas and a 10 year return
flow for industrial, commercial, institutional, and high density
residential areas.
2.
The major system consists of surface flood paths, roadways, roadway
culverts, watercourses, and stormwater management facilities
designed to carry flows of a 100 year return frequency.
The presence of an existing municipal drainage facility does not
imply that it has adequate capacity to receive the design flow, nor
does it indicate that the drainage pattern of this facility is necessarily
acceptable to the Municipality. Existing undersized drainage facilities
shall be upgraded to accommodate the appropriate flow as
described in the following sections. The upgrading work may be
deferred only when approved by the Manager of Operations.
Where drywells are used to discharge surface water to ground, the
Manager of Operations may require the Applicant to provide a report
prepared by the Owner's Engineer attesting to the ability of the in
situ soils to receive these waters.
1
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.4
All subdivisions shall be adequately drained throughout the year.
Where the whole or part of any proposed subdivision is wet or
subject to intermittent or periodic flooding, approval of the
subdivision will be withheld until the Manager of Operations is
satisfied that appropriate steps have been taken to drain the land or
otherwise remedy such wet or flooding condítions.
Where unsatisfactory soil or drainage conditions exist or may develop
on part or all of the subdivision area, the Applicant may be required
to furnish such information as will allow the determination of the
area, shape and dimensions of the parcels which will be adequate in
view of the nature of the ground and the anticipated use of the land.
1.5 Natural Drainage Courses
Where a parcel to be subdivided is traversed by a natural drainage course/
there shall be provided either:
a drainage right-of-way conforming to the general alignment of the
existing or proposed drainage course of such width as may be
designated by the Manager of Operations.
provision made for an alternate drainage system to the satisfaction of
the Manager of Operations.
No natural drainage course shall be altered or diverted unless in accordance
with a drainage plan approved by the Manager of Operations.
Where approval of the Ministry of Environment is required for such an
alteration or diversion, the Manager of Operations must be in possession of
the Ministry approval prior to the applicant undertaking any work.
1.6 Site and Parcel Grading
Grading is to comply with the BC Building Code and the following:
Grade parcels to drain to a municipal minor or major drainage
system, natural drainage path or roadway.
a)
b)
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.5
Avoid drainage across adjacent parcels. lf cross-parcel drainage is
unavoidable, provide a swale to divert runoff away from the lower
parcels.
Grade areas around buildings away from foundations.
Where parcels are lower than the adjacent roadways, direct highway
runoff away from buildings and driveways and into a municipal
drainage system.
Set building elevations above the hydraulic grade line (HGL) of the
major drainage system. See Minimum Building Elevations (MBE)
guidelines.
1,7 Minimum Building Elevations (MBE)
The MBE applies to the elevation of the lowest floor slab in a building or the
underside of the floor joists where the lowest floor is constructed over a
crawl space. Crawl space is as defined in the British Columbia Building Code.
Generally it is the space between a floor and the underlying ground having
not more than a height of 1.8 m to the underside of the joists and not used
for the storage of goods or equipment damageable by floodwaters.
For sites near a watercourse for which a floodplain elevation has been
established, the MBE is 0.91 m above the 2O0 year return period
instantaneous flood elevation.
2.O DESIGN STANDARDS
2.1 Runoff Analysis
Storm drainage designs are to be carried out using one or both of the
following methods as indicated below. Calculations are to be submitted
with designs.
Rational Method: Applicable to preliminary design and to detailed
design of minor drainage systems in urban areas where detention or
other runoff controls are not required.
Town of Golden - Subdivision and Development Servicing Bylaw "1223
F.6
Hydrograph Method: Applicable to design of complex minor
drainage systems and all storage calculations and major drainage
systems. The computer program proposed for use is subject to
approval by the Manager of Operations.
2.2 Rainfall Data
Rainfall lntensity Duration Frequency (lDF) curves are from the Golden
Airport AES Station.
Rainfall hyetographs for use with hydrograph method analyses are
summarized Schedule N, Section 7.0.
2.3 Discharge Rates and Quality
Drainage systems should ínclude runoff controls to limit post-development
peak discharge to the pre-development rates for 5 year return period
storms.
Runoff quality treatment should be considered for flows up to SQo/o of the 2
year post-development peak flow or the 5 year pre-development peak flow,
whichever is greater. Quality treatment facilities include such things as
oil/grit separators for service stations, silt traps, detention storage facilities,
grassed swales, and constructed wetlands. Treatment facilities shall include
provisions for maintenance equipment access.
2.4 RationalMethodDesiqn
The following applies to areas where the design flow is to be calculated by
the Rational Formula:
Q=CxlxA
in which,
Q = Design Flow
C = Runoff Coefficient
| = Rainfall lntensity
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F,7
A = Area drained
Low density residential systems shall be designed for industrial, commercial,
institutional, and high density residential rainfall intensities which are
expected to return on the average once every two years (Return Period - 5
years). Systems shall be designed for a Return Period of 10 years. The
rainfall intensity shall be derived from the intensity curves included in the
Standard Drawing Schedule N.
The time of concentration shall be the estimated time required for rain
falling on the farthest point in the drainage area to reach a point in the
sewer system under design. The inlet time for rain to reach catchbasins shall
be assumed to be 10 minutes in residential subdivisions and commercial
areas.
Runoff coefficients for storm sewer design shall be calculated for each site,
but shall not be less than the values given in Table F.2.
Table F.2
Runoff Coefficient
Description of Area
0.80
Commercial-Downtown
0.40
Residential-single family
0.60
Residential-mu lti-fa mily
0.70
Apartment Areas
0.25
Parks and Playgrounds
0.30
Unimproved Areas including hillsides
The derivation of runoff coefficients to be used for storm sewer design shall
include consideration of relative areas of roofs and pavement.
Ground slope and soil permeability shall also be considered, however, the
runoff coefficients shall in no case be less than the values outlined in these
standards.
2.5 Hydrooraph Method Design
Drainage designs using the Hydrograph Method require computer models
capable of modelling the hydrologic characteristics of the watershed and of
Town of Golden - Subdivision and Development ServicingBylaw 1223
F.8
generating flow hydrographs from each subcatchment for a critical storm or
a series of storms and routing the hydrographs through the drainage
network pipes, channels and storage facilities.
Selection of computer programs requires review of the historical application
of each program in watersheds similar to those under consideration. Local
authority approval of computer program selection should be obtained
before design is commenced.
The following programs are considered suitable for the applications
indicated, but it should be noted that the list of programs is not intended to
be comprehensíve or to exclude other suitable programs. Also note that the
list of programs is current (February 2003) and should be reviewed annually.
OTTHYMO: Suitable for preliminary design of rural and urban areas,
especially where backwater and surcharge effects are not significant.
Also suitable for generating design flows in cases where pipes are
being designed using manual methods.
MIDUSS and HYDSYS: Suitable for design of systems with no
surcharge or backwater effects.
EPA SWMM RUNOFF and EXTRAN: Suitable for detailed evaluation of
the operation of drainage networks and storage facilities.
QUALHYMO and SWMM TRANSPORT: Suitable for evaluating the
performance of storage facilities over long winter wet weather
periods.
Whenever possible, modelling results should be calibrated using observed
rainfall and flow data from the design watershed or a similar watershed.
Sensitivity of the model predictions to variations of key parameters should
be tested and the findings used to develop realistic and conservative
models.
Post-development hydrographs shall be generated at key points of the
major drainage systems for a 5 year and 100 year design storm with
durations of 2, 6, 12, and 24 hours for each development condition. A
different range of storm durations may be appropriate, subject to local
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.9
authority approval. This will identify the critical storm event to be used in
designing the system component. Note that the storm durations that
generate the critical peak flow may be different from the durations that
generate the critical storage volume. Systems with a number of
interconnected ponds or with restricted outlet flow capacity may require
analysis for sequential storm events or modelling with a continuous rainfall
record.
Detailed designs should include maximum hydraulic grade lines (HGLs) of
the minor and major systems plotted on profiles of the minor system
components and compared with minimum building elevations (MBE) to
demonstrate flood protection.
Modelling results are to be submitted to the local authority in a report
containing at least the following information:
Plans showing catchment and subcatchment boundaries, slopes, soil
conditions, land uses, and flow controlfacilities.
Name and version of modelling program(s)
Design storm details
Pre-development a nd post-development hyd rog ra phs.
2.6 Overland Flow
ln no case shall the overland flow distance for stormwater within the storm
sewer design area exceed 150 metres. Stormwater contributions from
natural drainage features including hillsides shall be collected by inlet
structures at the point where the natural drainage features enter the
subdivision. The ditching of drainage from hillside drainage features
through residential or other proposed parcels to storm facilities on roadways
will not be permitted.
Where an open drainage system is required to cross a roadway, street or
driveway, the ditch shall be enclosed by means of a culvert, the size, line and
grade of which shall be determined by the Owner's Engineer and approved
by the Manager of Operations.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.10
2.7 Outfalls
2.8
Outfalls shall be located and constructed such that the outfall stormwater
will not cause or present the potential of, erosion of Crown, private or
municipal property.
Minimum Pipe Diameters for Storm Sewers
Table F.3
Minimum Pipe Diameters
Min. Diameter
300 mm
Mains
200 mm
Catchbasin leads
Pipe shall be designed, using the Manning Formula with roughness
coefficient n =.013, to flow full (or less than full) at the design flow with a
velocity of not less than 0.75 metres per second.
2.9 Main Offsets and Depth of Bury
Storm sewer mains shall be on the opposite side of the roadway from the
water line and 3.5 m from the roadway centreline.
The mínimum depth of bury from finished ground elevation to the top of
pipe for mains shall be 1.2 metres. Minímum cover for catchbasin leads shall
be determined by the sump requirements and pipe diameter, but under no
circumstances shall be less than 0.9 metres.
2.1O Minimum Velocity and Grade
Minimum velocity for pipes flowing full or half full shall be 0J5 m/s. Some
corresponding minimum grades are as specified in Table F.4 assumihg Iì =
0.013. Steeper grades are desirable.
Table F.4
Min. Grade
Min. Grade
Pipe Diameter
Pipe Diameter
375 mm
0.23o/o
100 mm
2.00o/o
400 mm
0.20o/o
150 mm
1.OOo/o
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.1 1
0.18o/o
450 mm
200 mm
0.600/o
0.15o/o
525 mm
250 mm
0.40o/o
0.12o/o
600 mm
300 mm
0.32o/o
350 mm
0.28o/o
2.11 Drainage Drywells
Where drainage drywells are used as a means for disposal, drainage drywell
wall surface areas shall be sized using Darcy's empirical law:
Q=AKi
Where:
Q = rate of flow
A = cross-sectional area of soil through which flow takes place
(consider wall area only in calculations)
K = coefficient of permeability
¡ = gradient or headloss over a given flow distance
Table F.5
Coefficients of Permeability (K)
+ To convert to feet per minute, multiply above valves by 1.97; to convert to feet per day,
multiply by 2.88 x 103.
Upon determination of permeability factor, a safety factor of 2 shall be
applied.
Hydraulic Gradient (i)
i=h
Where: h = âvêrâge available head
| = flow distance
Relative Permeability
Value of K cm/sec*
TypicalSoil
over 1 x 10-1
Very permeable
Coarse gravel
Medium permeability
1x10-1to1x10-3
Sand, fine sand
Low permeability
1 x 10-3to 1 x 10-s
Silty sand, dirty sand
Very low permeability
1xlO-sto1x10-7
silt
Practically im pervious
Lessthanlxl0-7
Clay
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.12
Drainage drywells shall, unless otherwise approved by the Manager of
Operations, be located in the highway boulevard or in other lands dedicated
to the Municipality for the purpose of drainage disposal.
Drainage drywells shall be constructed of precast 1,200 mm diameter
concrete sections with 75 mm x 150 mm holes spaced 150 mm c/c vertically
and 200 mm c/c horizontally in accordance with the standard drawings. One
length of solid walled pipe shall form a sump for deposition of silts. See
Standard Drawing F-5.
The depth of the drywell will vary in accordance with the requirements
derived from Darcy's law.
2.12 Culverts
Where an open ditch system is required to cross a roadway, street or
driveway, the ditch shall be enclosed by means of a CMP culvert. All culverts
shall be of sufficient size to properly drain all of the area naturally draining
into the channel or ditch feeding into the culvert. Allowance shall be made
for increasing runoff due to paving and other land development anticipated.
The minimum diameter for culverts shall be 450 mm (18").
2.13 Manhole Spacing
The maximum distance between storm sewer manholes shall be 120 m.
Manholes shall also be provided at the following locations:
at all changes in grade and/or alignment (for non curvilinear sewers);
at all changes in pipe size;
at all pipe junctions;
at the beginning and end of pipe curvature for curvilinear sewers.
2,14 CatchbasinSpacing
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.13
Catchbasin spacing, in general, shall range from 90 to 150 m with closer
spacing on flat grades in the drainage path and at all intersectíons.
Catchbasins shall be located at all low points, or spaced at intervals such that
not more than 1 Oo/o of the gutter flow reaching each inlet will pass on to the
next inlet downstream, provided this carry-over is not objectionable to
pedestrian or vehicle traffic and the inlet is not in a sump.
Catchbasins shall be located at intervals such that surface drainage does not
exceed gutter or flow channel capacities, to eliminate overflow to driveways,
boulevard, margins, sidewalks, or private property.
Catchbasins at intersections shall be located in such a manner to minimize
interference with crosswa I ks.
Type ll side inlet catchbasins are not to be installed without the approval of
the Manager of Operations.
2.15 Catchbasin Leads
Catchbasin leads shall discharge into a manhole or drywell and not directly
into the sewer pipe wherever possible.
Catchbasin leads shall have a minimum cover of 0.9 m.
2.16 Pipe Class and Bedding CIass
The quality of pipe and bedding shall be so selected such that the
installation will adequately support the loads to be placed on it during
construction and in operation. For concrete pipe, the calculations shall
follow the method shown in Water Pollution Control Federation Manual of
Practice No. 9, latest edition. A safety factor of 1.5 shall be used for concrete
pipe and the bedding classifications shall be as identified in Standard
Drawing No. D-1.
For PVC pipe, the calculations shall follow the methods outlined in the
Uni-Bell Plastic Pipe Association publication "Handbook of PVC Pipe - Design
and Construction", latest edition.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.14
For CSP pipe, the calculations shall follow the methods outlined in the
American lron and Steel lnstitute publication "Handbook of Steel Drainage &
Hig hway Construction Prod ucts", latest edition.
Pipe class and bedding class must be identified on all engineering drawings.
Pipe shall have at least Class B bedding, as defined by Standard Drawing No.
D-1.
2.17 Maior Flow Routing
At present, the Town of Golden does not have a Stormwater Management
Plan in place. The Applicant's Engineer shall review proposed major flow
routes with the Manager of Operations and obtain the Municipality's
approval of these flow routes prior to finalizing the Drainage Plan required
under item 1 .2 of this Schedule.
3.O MATERIALS
Materials shall meet the standards specified in Schedule E - Sanitary Sewers, except
as modified herein.
3.1
The following pipe material conforming to the appropriate specifications are
acceptable for storm sewers:
reinforced concrete pipe conforming to ASTM C76. Pipe strength
(Class lll min.) shall be specified for the trench conditions under which
the pipe will be installed and operated. Joints shall conform to ASTM
C443;
polyvinylchloride pipe up to 600 mm diameter conforming to ASTM
D3034 and CSA 8182.2, stiffness (F/Y) of 320 kPa at 5o/o deflection
conforming to ASTM D2412, complete with approved rubber gasket
joints. Maximum pipe length shall be 4 metres and sizes 200 mm
diameter and larger shall have a minimum SDR of 35;
CSP (culverts only) galvanized corrugated steel pipe designed to
cawy H-20 loading in accordance with AASHO.
3.2 Manholes
Pipe
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.1 5
As per Schedule E, Section 3.3.
3.3 Catchbasins
Catchbasins shall be 900 mm diameter precast concrete as shown on
Standard Drawing Nos. F-1 , t-2, F-3 and F-4. Frames and grates shall be as
shown on the Standard Drawings.
4,O WORKMANSHIP
Storm sewer systems shall be installed in the manner described in Schedule E of
this Bylaw except as modified herein.
Catchbasins
Catchbasins shall be constructed as shown on Standard Drawings F-1, F-2,F-
3, and F-4. They shall be installed with the longer side against the front of
the curb and parallel to it. Catchbasin grate to be flush with final surface
grade.
Testing
Compaction Testing
As per Schedule E, Section 4.16.
Video lnspection Tests
Prior to the inspection for the Total Performance Certificate (TPC), the
Applicant shall, at no cost to the Municipality, flush all storm sewers installed
and have a video inspection undertaken by a firm skilled in such inspections
may be required by the Manager of Operations. Two copies of the video
inspection and written report shall be submitted prior to Total Performance
being issued.
The requirements for the video inspection shall be as per Schedule E,
Section 4.17.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.16
Head Walls and Aorons
Head walls and aprons to storm sewer and culvert inlets and outlets shall be
constructed as designed by the Owner's Engineer.
5.O STANDARD DRAWINGS
5.1
The following Town of Golden Standard Drawings shall form part of this
Schedule:
Drawinq No.
D-1
D-11
E-1
E-3
F-1
F-2
F-3
F-4
F-5
F-6
F-7
F-8
F-9
Drawing Description
standard classes of Pipe Bedding & Backfill within the Pipe
Zone
Trench Restoration Detail
Typical Manhole for Sewer Main up to 400 mm Diameter
Landing for Deep Manhole
Typical Storm Sewer Catchbasin - Type 1
Standard Catchbasin Detail for Mountable Curbs
Catchbasin Placed in and Open Ditch
Standard Catchbasín Detail -Type2
Drainage Drywell
Typical Concrete lnvert Roadway Crossing
Concrete lnvert Through Easement
Concrete Outlet and lnlet Structure
Typical Manufactured End Sections
Town of Golden - Subdivision and Development Servicing Bylaw 1223
F.17
REGULATIONS, STANDARDS AND SPECIFICATIONS FOR THE
INSTALLATION OF STREET LIGHTING
SCHEDULE G
1.0 GENERAL DESIGN
1.1 Street Lighting To Be Provided By Applicant
Where the provísions of Schedule A require the provision of street lighting,
the Applicant shall provide street lighting including all service wiring, bases,
poles, luminaires, lamps, photo cells, control equipment, and all related
appurtenances consistent with the regulations, standards and specifications
set out in this Schedule and the requirements of the Provincial Electrical
lnspector.
Where underground electrical power is to be provided, ornamental street
lighting shall be provided on all streets within the subdivision, perimeter
roadways, and pedestrian pathways through parks or in instances where
total separation between vehicular and pedestrian traffic has been provided.
Provision shall also be made for providing power for future lighting in parks
by installing the necessary ducts across highways to the parks property lines
as required by the Manager of Operations.
Where overhead electrical power is to be provided, installation of street
lights on the poles may be permitted.
The Applicant should be aware that ownership of the street lighting systems
in Golden is divided between the Municipality, the power company and the
Ministry of Transportation (MoT). Generally speaking, the ownership is
divided as shown in Table G.1 following:
Table G.1
Owner
System
Ornamental street lights with underground wiring
Town of Golden
BC Hydro
Fixtures attached to wooden poles
Street lights and street light fixtures attached to poles
along the TransCanada Highway and Highway 95
MoT
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.1
1.2 Approval of Engineering Drawings Required Prior To Construction
Engineering drawings showing detailed design of the necessary works shall
be approved by the Manager of Operations, as well as BC Hydro and MoT if
so required before commencement of construction.
Where overhead power is to be provided, it is the responsibility of the
Owner to conduct liaison with the power company prior to the submission
of the subdivision drawings to the Manager of Operations to ensure that
pole locations will not conflict with other underground utilities. Further, the
Owner shall provide written confirmation from the power company that
complete street lighting services can be provided from power poles. Written
confirmation of serviceability from power poles shall be submitted complete
with design drawings for the subdivision roadways and services.
Where underground power is to be provided, it is the responsibility of the
Owner to liaise with the Power Company prior to the submíssion of the
subdivision drawings to the Manager of Operations to ensure that street
light locations and power boxes do not conflict with underground facilities
or driveways.
The street lighting system shall be laid out in accordance with the Canadian
Standard Practice for Street and Roadway Lighting.
1.3
Permit Fees To Be Paid Bv Aoolicant
The Applicant shall be responsible for obtaining all required electrical
permits, arranging for all electrical inspections covering his work and paying
all fees for such permits.
2.O DESIGN CRITERIA
2.1
Codes, Rules, Standards. and Permits
Roadway lighting systems are to be designed in general conformance with
the following:
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G,2
2.1.1 Codes
Canadian Electrical Code, latest edition, and bulletins issued by
Electrical Safety Branch of the Province of British Columbia.
2.1.2 Rules
WorksafeBC,
Canadian Standards Association,
Utility Companies,
Regulations issued by municipal, provincial and federal authorities.
2.1.3 Standards
ANSI/IES Standard RP-8, American National Standard for Roadway
Lighting
IES-DG-S Recommended Lighting for Walkways and Class 1 Bikeways
TAC - Guide for the Design of Roadway LightÍng - 1983
- lllumination of Rural lntersections
AASHTO - Standard Specification for Structural Supports for Highway
Signs, Luminaires and Traffic Signals
CAN/CSA-S6-00 Canadian Highway Bridge Design Code
CAN3-CS422.3 No. 7 Underground Systems
CAN3-CS422.3 No. 1 Overhead Systems
Master Municipal Construction Document (MMCD) Specifications and
Standard Detail Drawings, plus Supplementary Specifications and
Drawings.
2.1.4 Permits
Electrical Permits as required by provincial and/or municipal
i nspection authorities.
2.2 Roadway Classifications
Roadway classifications for lighting purposes are in accordance with
ANSI/IES RP-8. The following three basic classifications are covered by these
guidelines. Roadway classifications such as freeway and expressway are
excluded.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.3
Major: Serves a continuous route primarily for inter-community
through traffic. The equivalent term under TAC guidelines is
"arterial".
Collector: Performs the dual function for traffic of land access and
movement between major and local roadways.
Local: Provides dírect land access and is not intended to carry
through traffic.
Walkways and Bikeways: Adjacent to or independent from roadways.
The basic classifications are further divided according to the levels of
vehicle/ pedestrian interaction as follows:
High (H): Commercial areas such as those adjacent to shopping
centres, hotels, central business districts, and village town centres.
For Walkways and Bikeways, this classification is further divided as
follows:
P: Pedestrians and bicycles only.
S: Sidewalk adjacent to roadway.
Medium (M): High density multi-family residential and local
commercial industrial and public areas.
Low (L): Medium density multi-family, single family and rural
residential areas.
For Walkways and Bikeways, this classification is further divided as
follows:
MDR: Medium density residential.
LDR: Low density residential.
SR: Semi-rural or rural.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.4
2.3 Design Methods
Acceptable design methods and criteria are indicated below. The details are
shown in Table G.2.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.5
Table G.2
Design Criteria - Roadway Lighting
H, M and L designations refer to High, Medium and Low levels of potential vehicle/pedestrian conflict, see Roadway Classification section.
Upper number denotes Mixed Vehicle and Pedestrian (sidewalk adjacent to roadway).
Lower number denotes Pedestrian Only.
Upper number denotes Rural or Semi-Rural area.
Middle number denotes Low Density Residential.
Lower number denotes Medium Dens¡ty Residential.
**
6.0
6.O
6.0
6.0
10.0
10.0
10.0
Uniformity
Ratio (U/R)
Max/Min
(Max)
6.0
6.0
o.4
o.4
0.3
0.3
Median
>7.3 m
Lav
(<d/m2)
0.8
o.7
0.6
0.5
o.4
o.4
0.3
0.3
Median
<7.3 m
Lav
(cdlm2)
1.0
0.8
0.6
0.5
o.4
o.4
2.2
1.6
Lv MalLv avg
4.9
4.O
3.2
3.8
3.2
2.7
2.7
Small Target Visibility (Luminance)
Weighted
Average
0.3
0.3
0.3
o.4
o.4
0.4
o.4
0.4
o.4
Veiling
Luminance (Lv)
Lv MalLv avg
4:.1
6:1
6:1
6:1
6:'l
6:1
6:l
12:1
12:1
Max/Min
(Max)
4:1
10:1
6:1
4:1
3:l
3:1
3:1
4:1
4:1
4:1
6:l
6:1
621
4:,'l
4:1
Uniformity Ratio
(u/R)
Ave/Min
(Max)
9
12
9
6
9
7
4
20
10
5
2
3
4
Ma¡nta¡ned llluminance Criteria (R3 Pavement)
Avg
Lux
17
13
0,4
o.4
o.4
o.4
o.4
Veiling
Luminance (Lv)
Lv MalLv avg
0.3
0.3
0.3
o.4
5:1
6:1
8:1
10:1
l0:1
10:1
Max/Min
(Max)
5:l
5:1
6:1
3.5: ì
3:1
3.5:1
421
6:1
6:1
6:,1
Uniformity Ratio
(u/R)
Ave/Min
(Max)
3:1
3:1
0.5
0.3
Avg
cdlm2
1.2
0.9
0.6
0.8
0.6
0.4
0.6
Maintained Luminance Criteria
*M
*L
*H
*M
*L
*Hf*
*M
+L***
lE
co
.EÈ
O=
tr=
ÊS
*H
*M
*L
+H
o
o
J
åå
=¿ñ
t!
3
!
tgoÊ
o'õ'
=
o
o
oU
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.ó
2.3.1 llluminance
llluminance refers to the average maintained horizontal illumination
level measured in lux. Recommended levels are related to pavement
types as detailed in RP-8. Additional design criteria include
uniformity ratio and veiling luminance (disability glare).
The illuminance method of design is suitable for all roadway
classifications, particularly collector and local roads, and bikeways
and lanes.
2.3.2 Luminance
Luminance refers to the average light intensity reflected off the
roadway measured in candelas per square metre (cd/m2). Uniformity
ratios and veiling luminance are also included in the design criteria.
The luminance design method is suitable for most roadway
classifícations, particularly major roadways, freeways and parkways.
Recommended luminance levels have not been established for
walkways and bikeways.
2.3.3 Small TargetVisibility (STV)
Small target visibility design was introduced in the 2000 edition of
RP-8.
The STV design method determines the visibility of an array of targets
on the roadway considering the following factors:
Luminance of the targets.
Luminance of the immediate background.
Adaptation level of the adjacent surroundings.
Visibility glare.
The weighted average of the visibility level (VL) of the targets results
in the sTV.
Town of Golden - Subdivision and Development Servic¡ng Bylaw 1223
G.7
The uniformity ratio is also considered. Suitability of the STV design
method is similar to that of the luminance method.
2.4 Verification
While the above design methods are all acceptable as indicated, the
illuminance method is currently the only one for which the actual lighting
level can be readily verified in the field using economical measurement
equipment and procedures. The Owner's Engineer should obtain local
authority approval of the design method before proceeding with detailed
design.
2.5 Liqht Sources
Unless otherwise directed or approved by the local authority, use High
Pressure Sodium lamps. These lamps have been accepted as giving the best
lumen/watt ratio, which translates to lower operating costs. Typically, 100,
150 and 250 watt lamps are used.
Speciality lighting in designated areas may use Metal Halide lamps, or other
light sources as approved on a case by case basis.
2.6 Liqht Loss Factor (LLF)
The Light Loss Factor is a combination of several factors representing
deterioration of the lamp and luminaire over their life-spans. These factors
include environmental conditions, as well as operating factors. Ambient
environmental conditions range from 1 - Very Clean to 2 - Clean, 4 -
Moderate, 8 - Dirty, and 16 - Very Dirty.
Refer to Table G.3 for Recommended Light Loss Factors. Unless otherwise
approved, use Ambient Category 2 and a Cleaning lnterval of 5 years.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.8
Table G.3
Light Loss Factors
2.7 PavementSurfaceClassifications
The IES has identified four pavement classifications which define the surface
reflectance characteristics of common pavements.
Typically, R3 is representative of the most common pavement (asphaltic
concrete) type used in Canada. Pavement reflectance is required when
calculating Roadway llluminance. Refer to the standards (RP-8-00) for
defi nitions of roadway su rface classifications.
2.8 lntersection Lighting
lncreased lighting levels are required at intersections. Refer to Table G.4for
details.
Table G.4
lntersection Lighting Design Criteria
Cleaning lnterval ln Years
5
1.25
2.5
Lamp Type
Ambient
Category
0.70
0.69
1
o.71
0.69
0.68
0.66
2
0.66
0.64
0.61
4
0.50
0.60
0.56
I
0.32
16
0.48
0.43
Clear HPS (150 - 1000 W
llluminance Criteria - CIass R3 Roadway Surface
Average Maintained lllumination at
Pavement by Pedestrian Area
Classification (Lux)
Low
Uniformity
Eavg/Emin
High
Medium
Functional
Classification
3:1
26
18
Major/Major
34
3:1
22
15
Major/Collector
29
3:1
20
13
Major/Local
26
4:1
24
18
12
Collector/Collector
10
4:1
21
16
Collector/Local
8
6:1
18
14
Local/Local
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.9
2.9 Calculations
2.9.1 Lighting System
Lightíng system design generally requires a computer model which
uses RP-8 calculation methods. Example of a suitable computer
program is LUMEN MICRO and AGl32.
Manual calculations may be approved by the local authority for small,
simple or rural systems.
2.9.2 Electrical Details
Design requirements include:
Maximum voltage drop in branch feeders: 3olo.
Allow for possibility of future extension circuits.
Conductor sizes: maximum #6 RW90; minimum #10 RW90.
Circuit load not to exceed 8Oo/o of feeder breaker rating.
Use single pole breakers.
Use VA load of the luminaire ballast.
lnclude loads for pole receptacles (300 Wreceptacle), tree
lights and traffic signal controllers.
2.9.3 Submission of Design Details
Calculation and design details are to be submitted to the Manager of
Operations as follows:
Completed design summary similar to Figure G.2.
Design drawings to include summary table and circuit loading
schedule showing the following information:
Roadway classification
Lighting level (lux or cdlm2)
Uniformity ratio (Avg/Min)
Luminaire and lamp details
Phases
Lighting load in VA
Receptacle loads
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.10
Tree líght loads
Main and branch breaker sizes
Number of luminaries on each circuit.
2.10 Poles
2.10.1Type and Details
Poles are to be davit type unless otherwise directed or approved by
the local authority. Davit pole heights are to be 7.5 m,9.0 m, 11.0 m,
or 13.5 m.
Post-top poles, where approved, are to be 6.0 m or 7.5 m high. Post-
top poles may be suitable for roadways not exceeding 11 m width.
Pole details are to be in accordance with MMCD Standard Detail
Drawings and as follows:
Octagona l, ta pered, u n painted, galva n ized steel.
Where poles are to be painted, the powder coating process is
to be used.
Davits to be 2.5 m with ó0 mm diameter x 180 mm tenon.
Pole shafts and davits are to be separate with bolted flange
connections.
Poles to have 100 mm x 175 mm hand hole with cover plate,
bolt and backing bar.
For rural roadways, if approved by the local authority and the power
company, lights may be installed on power poles.
2.1O.2 Locations
Poles are to be located at the outer edges, or in special
circumstances, in the median of the roadway. Acceptable location
patterns include staggered, opposite and one side arrangements,
depending on the roadway classification and system design details.
Suitable pole arrangements are typically as follows:
One Side: Local Roadways
Town of Golden - Subdivision and Development Servicing Bylaw'1223
G.l1
Maintain clearances from features and utilities as follows:
Staggered:
Opposite:
1.5 m:
3.0 m:
Bike and Walkways
Urban Trails
Collector Roadways
Major Roadways
Major Roadways with Medians
Pole to curb return or driveway let-down
Overhead electrical lines. Dimension varies with
the voltage; refer to power company for details.
2.10.3 Offsets
Standard pole offsets for roadways with barrier curbs or other forms
of protection of poles from vehicle traffic are as specified in Table G.5.
Table G.5
For roadways without curbs or other barriers, use offsets indicated on
Figure G.1. lf the offsets indicated cannot be obtained, and if
approved by the local authority, use frangible pole bases.
2.1 O.4 Alternative Development Sta ndards
Wherever possible, l¡ghting shall be downcast, low level and non-
polluting. Alternative Development Standards can be proposed for
lighting and must be approved by the Manager of Operations.
Minimum Pole
Centreline to
Curb Face Offset
Roadway Configuration
0.5 m
Width 14 m or more and sidewalk adjoining
curb
2.0 m
W¡dth 1 1 m or less and sidewalk adjoining curb
1.5 m
Sidewalk separated from curb
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G."t2
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Fiqure G.1
Pole Types and Offsets
OESIGN SPEEO km /h
Does not apply to high mast poles (RTAC Guide Section 6.3.3.1).
May not apply to special pole location RTAC (Guide Section 2.2.1'4)'
50
60
70
€O
90
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ll0
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NOTES:
1.
2.
SOURCE: "Guide for the Design of Roadway Lighting" (RTAC - 1983)
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Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.13
2.11 Luminaires
Luminaires are to be energized at 120 Volt or 347 Volt.
Luminaires are to have a minímum lngress Protection Rating of 65.
Cobra head luminaries are to be either cut off or semi cut off, with glass
refractors or lenses, and distribution as specified in Table G.6.
Table G.6
Ballasts are to be as follows:
Constant Wattage lsolated Winding (CWl) or Magnetic Regulator
(Mag Reg) type, with grounded socket shell.
High Power Factor type.
2.12 Power Supply and Distribution
Roadway lighting systems are typically serviced from a 120/240 Volt single
phase 3 wire system. Alternately,l2O/208 volt 3 phase 4 wire or 347/60O
Volt systems may be used if necessary and if approved by the local authority.
Power is generally supplied by the power company through an unmetered
service when servicing only street lights and traffic signals. Where tree lights
and pole receptacles are included, the power company may require a
metered service.
Where new lighting systems are replacing existing lights on power poles,
submit a list of the poles from which lights are to be removed.
Unmetered services are to have a maximum 60 Amp 2 or 3 Pole main
breaker in a service base in accordance with MMCD standard detail drawings
IES Distribution
Roadway
Type ll
W¡dth less than 14 m
Type lll
Width 14 m or greater
Type lV
Cul-de-sacs
Type V
Urban trails or walkways in treed areas
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.14
and specifications. A 100 Amp service is required where a traffic signal is
also being servieed.
Servíces are to be underground dip type.
Power distribution req uirements include:
Wiring to be installed in Rigid PVC conduiÇ minimum 32 MTD (metric
trade designator).
Wiring to be stranded copper with RW90 insulation.
Wiring to be colour csded per Canadian Electrical Code (Cfg.
Conduit burial depth to be per the CEC and MMCD standard
drawinEs,
A 78 MTD conduit may be requf red for future communication needs;
confirm with the local authoritY.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.l5
Fiqu
G.2
Lighting Design Summary Sheet
Project Name
Pole Davit Length (m)
Calculated Luminaire Mounting Height (m)
NOTES AND COMMENTS
Page
of
Lighting Reference Drawing (s)
Contract No.
Date
Consultant
Project Number
TO (Station or Block)
FROM (Station or Block)
SPECI FIC ROADWAY DESCRIPTION
LlGHTING REQUIREMENTS
Roadway Classifícation
Pedestrian Confl ict Area
Roadway Design Speed
Veiling
Uniformity
Level
t¡GHTING DESIGN CRITERIA
Lvmax/Lavg
Eavg/min
Emin/max
Lavg
GENERAL CONFIGURATION
Roadway Width (m)
Median Width (m)
Pole Offset of Classification (A B, C)
Pole Height (m)
Pole Arrangement
Pole Cycle D¡stance
LIGHTING CONFIGURATION
Full Luminaire Description (with options)
Complete Catalogue or ldentification Number
Photometric File Number
Light Loss Factor
Luminaire Tilt or Spin (if applicable)
Type
Lamp Wattage
Veiling
Luminance
Uniformity
Level
Lux or cdlm2
PREDICTED LIGHTING PERFORMANCE
Emin/max
Lvmax/Lavg
Lavg
Eavg/min
Veiling
Luminance
Uniformity
Level
Lux or cdlm2
ACTUAL TIGHTING PERFORMANCE
(as measured in fìeld at completion)
Lvmax/Lavg
Emin/max
Lavg
Eavg/min
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.16
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.17
3.0 WORKMANSHIP
3.1 lnstallation
Conduits shall be installed as nearly as possible at a constant depth under
sidewalks wherever possible or on the alignment shown on the approved
construction drawings. Conduits under existing paved roadways, driveways
or sidewalks shall be installed by tunnelling, unless the Manager of
Operations gives his express written consent for open trench construction.
Service line conductors and all other electrical components shall be installed
in conformance with the standard drawings in the BC Electrical Code. A
conduit under curb or sidewalk shall be buried in a trench with the
centreline not less than 750 mm below top of curb or sidewalk. lf no curb or
sidewalk is installed, the conduit shall be buried 900 mm below finished
grade of centreline of roadway, and all roadway, lane and industrial and
commercial driveway crossings, the conduit shall be buried not less than
1,200 mm below top of crossing. lf the top of crossing is covered by
concrete slab, the depth of trench may not be less than 750 mm below the
top of crossing.
ln all trenches, the conduit shall be snaked slightly to permit expansion and
contraction.
All ducts shall be sand bedded.
Bases shall be constructed and installed as shown on the standard drawings.
The standards shall be erected plumb, using shims if required.
Luminaires shall be securely fastened to the lighting poles and oriented to
produce the required light distribution.
3.2 Restoration
All roadways, lanes, driveways, boulevards, and other areas traversed by
trenches shall be returned to their original conditions or better by the
Applicant.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
G.l8
4.0 STANDARD DRAWINGS
4.1
The following Town of Golden Standard Drawings shall form part of this
schedule.
Drawing No. Drawing DescriPtion
G-3
G-4
G-5
G-6
G-7
G-8
Typical Commercial Street L¡ghting - Type'A'&Type'B'
Typical Ornamental Residential Street Lights - Type 'C' & Type
tDt
Double Davit Street Light - Type 'E'
Double Davit Street Light - Type 'F'
Typical Street Light Anchor Base - Type 'B', &'F'
Typical Street Light Anchor Base - Type'A', &'E'
Cylindrical Street Light Pole Base - Type'C'&'D
Street Light Underground Conduit lnstallation and Power
Connection
Frangible Base Details
Service Base Schematic 120 V Street Light
Hand Hole Wiring Schematic 120 V Street Light
Town of Golden - Subdivision and Development Servicing Bylaw 1223
18.O
wlRlNG AND GAs DlSTRlBtJrlgN SYSTEM
REGULATIONS, STANDARDS AND SPECIF¡CATIONS FOR THE
INSTALLATION OF ELECTRICAL AND COMMUNICATIONS
WIRING AND GAS DISTRIBUTION SYSTEM
SCHEDULE H
1.0 GENERAL
1.1
Standards and Specifications to Apply to AII Electrical and
Communications Works
Electrical, telephone and cablevision systems shall be provided to serve each
parcel withín the development or subdivision consistent with the standards
and specifications set out in this Schedule and Schedule A. Where it is
proposed to develop a gas distribution system, the system shall be designed
and constructed consistent with the provisions of this Schedule.
1.2 Approval of Engineering Drawings Required Prior to Construction
The Applicant shall be responsible for meeting all the requirements of the
utility companies and government agencies concerned in the installation of
underground power, cable television, telephone and gas distribution
systems. The Applicant shall obtain permits which may be required to carry
out the system installation.
Engineering drawings showing detailed design of the necessary works shall
be submitted to the Manager of Operations for approval. No construction of
the works shall commence until the design drawings have been approved
by the Manager of Operations. The engineering drawings shall clearly
indicate the locations of poles, structures, conduits, pipes and any other
facilities required.
1.3 Construction ln Compliance With Engineering Drawings
All poles, structures and facilities shall be constructed or installed in
compliance with the engineering drawings approved by the Manager of
Operations.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
H.1
1.4
Construction ln Accordance With the Power Company' Telephone
Company, Cablevision Company, and Gas Company Requirements
Electrical, telephone and cablevision services shall be installed in accordance
with the requirements of the power company and the Power Authority, the
telephone company, the cablevision company supplying the development
or subdivision, and the Provincial Electrical lnspector. Gas distribution works
shall be installed in accordance with the requirements of the gas company
and the Provincial Gas lnspector.
1.5 UndergroundElectricalSystems
Underground systems shall include the supply and installation of all
necessary conduits, wiring, transformers, service runs, and connections for a
complete and fully operative underground electrical system as laid out by
the power company and the Power Authority and approved by the Manager
of Operations and the Provincial Electrical lnspector.
1.6 Underground Telephone and Cablevision
Underground systems shall include the supply and installation of all
necessary conduits, wiring, service runs, and connections for a complete and
fully operative underground telephone system as laid out by the telephone
company and the cablevision company serving the subdivision and
approved by the Manager of Operations.
1.7
Gas Distri
on Svstem
Where the proposed subdivision is to be served by a gas distribution system,
the location of such a system shall be designed by the gas company and
shall be approved by the Manager of Operations and the Provincial Gas
lnspector prior to the construction and installation of such a system. All
mains forming part of a gas distribution system shall be buried at a
minimum depth of 900 mm. The system or extension shall be installed
following installation of sewer and watermains. Rehabilitation of boulevards
shall be the responsibility of the Applicant.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
H.2
2.O DESIGN CRITERIA
2.1 Horizontal Location
Horizontal location of underground ducting and gas main piping shall be as
shown on the Standard Drawings. Systems shall be laid out with due regard
for other utilities, and shall have the approval of the Manager of Operations,
as well as the utility company involved. Where overhead distribution is
specified, pole locations and any anchor easements shall be approved by
both the Manager of Operations and the appropriate utility company. Care
shall be taken to eliminate any aerial trespass.
2.2 Vertical Location
All conduit and gas main piping to have a minimum of 75Q mm cover.
Pre-installed street crossings shall have a minimum of 1.2 m cover overthe
encasement pipe.
2.3 Detailed Design
Details of design such as vertical and horizontal location of service boxes,
size and type of conduits and gas mains, kiosk dimensions, and ducting and
all wiring details shall be as per specifications and drawings provided by the
power company and the Power Authority, the telephone company, the
cablevision company, and the gas company.
3.0 MATERIALS
3.1 The Power Company
All materials used in the underground or overhead electrical distribution
system shall be as specified by the power company and the Power
Authority.
3.2 The Telephone Company
All materials used shall be as specified by the telephone company.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
H.3
3.3 Cablevision
All materials used shall be specified by the cablevision company and
supplied by the Applicant unless otherwise directed by the cablevision
company.
3.4 The Gas Company
All materials used in the underground gas distribution system shall be
specified by the gas company and approved by the Provincial Gas lnspector.
4.O WORKMANSHIP
4.1
Underoroun
lnstallation
lnstallation requirements such as trenching, installation of ducting and
backfilling shall be according to specifications supplied by the appropriate
utility company.
Each end of the duct crossings installed shall be marked with a 50 X 100 mm
post extending from the bottom of the trench to a height of 1.0 m above the
existing grade. The top 300 mm of these posts shall be painted the
following colours:
Gas - Yellow
Power - Red
Telephone company - Orange and Marked Tel
Cablevision - Orange and Marked Cable
Fibre Optics - Orange and Marked Comm
4.2 CIean-up
After installation of all underground ducting service boxes, kiosks, etc., the
boulevard area shall be shaped to grade and all debris shall be removed.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
H.4
1e.o SGHEDUIE I
STANDARDS FOR THE PREPARATÍON OF
ENGTFf EFRrNg pRAWrf\IGS
STANDARDS FORTHE PREPARATION OF ENGINEERING
DRAWINGS
SCHEDULE I
1.0 GENERALREQUIREMENTS
These requirements pertain to the preparation of drawings for: sanitary
sewers, storm sewers, water, 9âs, underground power, telephone,
cablevisíon, street lighting, roadways, curbs and gutters, sidewalks, culverts,
bridges, and other permanent structures.
1.2
Where no standard is defined in this schedule, the standard for the
preparation of a drawing to portray a particular service, structure, or other
items, instructions and requirements may be obtained by discussion with
the Manager of Operations.
1.3
As-built plans are to be completed and approved before securities are
released.
1.4
As-built drawings are to be submitted prior to the issuance of the Total
Performance Certificate. The Owner's Engineer shall deliver as-built
drawings as specified in this schedule to the Manager of Operations. These
drawings shall be signed and sealed by the Owner's Engineer.
The as-built package shall contain all of the drawings originally submitted
for approval which include cover sheet, schedules, legends, index, overall
plans, plan profiles, detail sheets, and all other related drawings. The as-built
submission shall include:
2 sets of paper prints
1 set digital AutoCAD files
1 set digital Adobe Acrobat (.pdf)files
2.O DRAWING STANDARDS
2.1 Sheet Size
Pre-cut sheets to be 594X 840 mm (A-1 sheet size). Larger drawings (B-1)
will be accepted only with the prior approval of the Manager of Operations.
1.1
Town of Golden - Subdivision and Development Servicing Bylaw 1223
1.1
2.2 Grid Standards
2mmx10mm.
2.3 Sheet Border
Border line width to be 1.0 mm. Top, bottom and right border to be 15 mm,
respectively, from edge of sheet. Left border to be 42 mm from edge of
sheet.
2.4 Title BIock
1
Located in the lower right hand corner of the sheet.
Title block shall describe the contents of the drawing (e.9. key plan,
roadworks, etc.) and shall clearly indicate the location of the works by
roadway name(s) and/or legal description.
The Engineer's seal is to be placed on the right hand side of the sheet
adjacent to the right hand border.
3.0 PREPARATION OF DRAWING
3.1 Sheet Layout
1
Maintain a minimum clearance of 40 mm from all borders
Place north arrow close to the right hand side of the sheet whenever
possible. ln case of a fragmented view, place north arrow close to the
right of each fragment when possible.
North arrow shall point either towards the top of the page or towards
the left hand edge of the page. The north arrow may point not more
than 60 to the right hand side of the page.
Show distances and location dimensions in metres.
Show pipe sizes in mm as per ASTM specifications using 1" = 25 mm.
2
3
,2
.3
.4
.5
Town of Golden - Subdivision and Development Servicing Bylaw 1223
1,2
3.2 Scales
Use metric scales
PLAN VIEW SCALE
PROFILE VIEW SCALE
.6
1:500
Horizontal 1:500
Vertical 1:50
3.3 Plan View
1
Show utility and utility access ROWs.
The PLAN VIEWS should not be fragmented or broken due to slÍght
curves in the highway right-of-way.
The PLAN VIEWS shall be fragmented or broken if the vertical
alignment of the utilities in the PROFILE SECTION when shown at true
length and when projected above to the utilities in the PLAN VIEW
cannot be maintained in as close a relationship as possible without
too much discrepancy.
.4
Show the legal layout, dimensions, bearings, parcel numbers, block
numbers, legal plan numbers, street names, sidewalks with related
data, and catchbasin installations with elevations.
All parcels need not be numbered providing they are in sequence.
Show first and second and next to last and last parcels. lf not in
sequence, all parcels shall be numbered.
All parcel dimensions shall be given in metres and to three (3)
decimal places. lf the parcels are of same dimensions and side by
side, only the two outside parcels need have the dimensions shown,
the remainder with ditto marks.
.2
3
.5
7
.8
Curb information should be shown and should include radius, delta
angle, tangent length, and arc length.
Face of curb information must be complete
i.e. Rollover Face of Curb - Roll F.C.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
t.3
9
lf other than concrete face of curb specify material used.
i.e. Rollover Asphalt Face of Curb - Roll Asph F.C.
Show right-of-way widths and the actual roadway widths between
curbs or between curbs and edge of pavement.
Show all utilities such as sanitary and storm sewers, water, power,
telephone, gãs, cable TV, manholes, valves, cleanouts, hydrants,
service boxes, etc.
Reference each utility to the nearest property line or boundaries of
rights-of-way.
Show flow directions of sewers.
The profile and related data are shown on the bottom half of the
sheet. Establ¡sh 0+00 station on accented vertical grid line.
The original ground line (centreline) and related data prior to
construction should be shown, along with date surveyed.
The profile shall be shown at true centreline length and projected
above to the PLAN VIEW in as close a relationship as possible.
Show as constructed centreline for streets and lanes and date
constructed.
Show centreline percent grade to two (2) decimal places, together
with the following information on vertical curves:
.10
.1 1
12
3.5 Profile
.13 Manholes in midblock shall be referenced to the nearest parcel line.
.14
Parcel services (sanitary, storm, water) shall be shown and referenced
to the nearest or convenient parcel line of said parcel. Depth and
invert elevation of each service shall be given at property line relative
to the top of curb. Minimum Basement Elevation to be identified on
each parcel.
1
.2
.3
.4
.5
Town of Golden - Subdivision and Development Servic¡ng Bylaw 1223
1.4
the chainage and elevations of BC, E.C., and V.P.l.
the external value, "e"
the length of vertical curve
the chainage and elevation of the low spot of sag curves or
high point of crest curves
on superelevated curves and crossfall sections, percent
crossfall, transition length and crown should be noted.
Show profiles of invert and crown of pipes for sanitary, storm, and
watermains, as well as length, size, type, grade, and class of pipe (e.9.
75 m - 200 mm SAN SDR 35 PVC).
Show manholes with rim elevations, and invert elevations at both
inlet and outlet.
Crown of pipes shall be shown at all locations where there is the
possibility of conflicts with other utilities.
9
Bedding requirements shall be noted.
.10 Show location type and elevation of all crossing utilities.
.1 1
Elevations are placed at the right and left hand side of the profile and
repeated when there is a break in the profile.
Elevations are to be shown at every even metre graduation and
placed on the heavy accented line.
.7
.8
.6
12
.13
All elevations shall be relative to GEODETIC DATUM and in metric.
Benchmark locations and elevations can be obtained from the
Manager of Operations.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
1.5
4.O DRAFTING GUIDELINES
4.1
The format of the Technical Legend places the symbol as it appears on the
drawing on the left hand page with drafting guidelines on the ríght hand
page.
4.2
The symbols presented in the Legend are sized for use on Plan Profile
drawinEs. Dimensions used are given in millimetres. Metric pen and
template sizes are given in millimetres along with their imperial equivalent.
t.6
J-
foR SuBDfvlstoNq
STANDARD DEVELOPMENT AGREEMENT DOCUMENT FOR
SUBDIVISIONS
SCHEDULE J
THIS AGREEMENT made this day of
4.D.,20-.
BETWEEN:
THE TOWN
GOLDEN. a body corporate, duly
incorporated under the laws of the Province
of British Columbia, having an office at
810 gth Avenue S, in the Town of Golden,
Province of British Columbia, VOA 1 H0
(hereinafter called the "Mu nicipality")
(hereinafter called the "Owner")
OF THE FIRST PART
AND:
OF THE SECOND PART
A.
WHEREAS:
B.
The Owner is the registered owner of lands and premises situate, lying and being in
the Town of Golden, Province of British Columbia, and more particularly known and
described as:
(hereinafter called the "Land");
The Owner wishes to subdivide the Land, or part thereof in the manner shown on a
Plan of Subdivision which has been submitted by the Owner to the Approving
Officer of the Municipality for approval, a copy of which such plan is attached
hereto as Schedule "One", and is hereinafter called the "Subdivision Plan";
Town of Golden - Subdivision and Development Servicing Bylaw 1223
J.1
c.
The Owner is desirous of entering into this Agreement with the Municipality
pursuant to the provisions of Section 940 of the Local Government Act, in order to
obtain approval from the Approving Officer of the Subdivision Plan prior to Total
Performance of the construction and installation on the Land of all works and
services required by the Municipality to be constructed and installed on the Land
by the Owner.
NOW THIS AGREEMENT WITNESSETH that in consideration of the premises and of the
mutual covenants and agreements herein contained, the parties hereto covenant and
agree as follows:
1.
ln this Agreement, unless the context otherwise requires:
"Work" shall be construed to mean and include all works, services, roadways and
any other improvement required to be constructed and erected or installed, both
on and off the Land, by the Owner under provisions of this Agreement.
"Complete" or "Completion" or any variation of these words, when used with
respect to the work referred to herein, shall mean completion of the work, or a part
thereof as the context requires, in accordance with the provisions of this
Agreement and to the satisfaction of the Manager of Operations when so certified
by him in writing.
"Manager of Operations" shall mean the manager of operations as appointed by
the Council or his or her designate and is responsible for administration this bylaw.
"Approving Officer" shall mean the Approving Officer or his deputy as appointed by
the Council.
"Contractor" shall mean and include contractors and sub-contractors employed by
the Owner, directly or indirectly, in the construction and installation of the work.
The Owner covenants and agrees to construct and install the Works on the Land
and off-site as the case may be, in accordance with the "Approved Engineering
Plans", standards, and specifications initialled by each of the parties hereto for
identification. Each of the parties hereto acknowledge having in its or hís
possession a true copy of the "Approved Engineering Plans", and acknowledge
and agree that the Approved Engineering Plans are hereby incorporated into and
made part of this Agreement and are attached as Schedule "Two".
2
Town of Golden - Subdivision and Development Servicing Bylaw "1223
J.2
4.
3.
All work shall be carried out by the Owner or his contractors in accordance with the
Approved Engineering Plans, and in accordance with the provisions of the
Subdivision and Development Servicing Bylaw of the Municipality from time to
time in force. Wherever the provisions of the plans and specifications and the said
Subdivision and Development Servicing Bylaw shall conflict so that it is impossible
to comply with both, the Subdivision and Development Servicing Bylaw shall
prevail.
The cost of all work herein shall be borne by the Owner, and the Owner shall
employ only bonded contractors to carry out and complete the work.
The Owner shall obtain and provide to the Municipality upon request and free of
charge true copies of all contracts and sub-contracts entered into by the Owner or
its contractors and relating to the work.
The decision of the Manager of Operations shall be final and binding on all parties
hereto in determining whether or not the work or any part thereof has been carried
out and completed in accordance with the provisions of this Agreement.
As soon as the Owner is satisfied that he has caused the work to be completed, and
prior to confirmation of Total Performance by the Manager of Operations, the
Owner shall submit to the Manager of Operations as-built drawings in accordance
with the Subdivision and Development Servicing Bylaw,
The Owner shall cause all work herein to be carried out and completed not later
than the _
day of
, 20_ (hereinafter called the "Completion Date").
9.
Prior to obtaining approval of the Subdivision by the Approving Officer, the Owner:
5.
6.
7
8.
(a)
(b)
Shall pay all arrears of property taxes chargeable against the Land by the
Municipality; and
Shall pay all current assessed property taxes levied against the Land by the
Municipalíty.
10.
The Owner further covenants and agrees to pay to the Municipality, prior to
commencement of the subdivision, charges for the inspection of the works equal to
3o/o on the first 5S00,000.00;2o/o on the second 5500,000.00 and 1o/o on the balance
over S1,000,000.00 of the estimated cost of constructing utilities and roadways
required for the new subdivision as approved by the Manager of Operatíons; and
further, to pay when the same are billed by the Municipality, administration fees,
Town of Golden - Subdivision and Development Servicing Bylaw 1223
J.3
11.
engineering fees and legal costs incurred by the Municipality and relating to the
Subdivision of the Land and construction and installation of the work, and the cost
of connecting the work to the Municipality's drainage and sewage collection
systems and, where applicable, the Municipality's waterworks.
Prior to approval of the Subdivision Plan by the Approving Officer, and as security
for the due and proper performance by the Owner of all his covenants and
agreements herein contained, the Owner shall deposit with the Municipality a
bond, cash, certified cheque or an unconditional, irrevocable Letter of Credit drawn
on a chartered bank in Canada for a term extending 90 days beyond the
completion date, but not less than twelve (12) months, in the amount of
(S
), which is equal to the cost of constructing and providing all of the work
required to be constructed and installed by the Owner under the terms of this
Agreement, as estimated by the Manager of Operations, and containing such terms
and provisions as may be required by the Manager of Operations. The Owner
agrees that if the work or any part thereof is not completed in accordance with the
provisions of this Agreement and by the Completion Date, or if the Owner shall be
in default of any of his covenants herein contained, and such default shall continue
for a period of fourteen (1a) days after notice thereof has been given by the
Municipality to the Owner, the Municipality may call for draw down on the Owner's
security and the Municipality may complete the work at the cost of the Owner and
deduct from any fund held by the Municipality as security hereunder, the cost of
such completion, and the balance of the deposit, if any, shall be returned to the
Owner less any administration fees required by the Municipality. lf there is
insufficient money on deposit with the Municipality under the Owner's security,
then the Owner shall pay such deficiency to the Municipality immediately upon
receipt of the Municipality's bill for completing the work. lt is understood and
agreed that the Municipality may do such work either by itself, or by contractors
employed by the Municipality. Any bill rendered by the Municipality to the Owner
under the provisions of this paragraph, shall be regarded as charges for work done
or service provided under the provisions of the Community Charter, Section 258,
and may in addition to any other remedy available to the Municipality, be collected
in the same manner and with the like remedies as ordinary taxes upon Land and
improvements are collected under the said Community Charter. Despite any
obligation to give notice, if the works are not be completed by the specified
completion date, the Owner, on seven (7) days notice, may draw down on the letter
of credit or other security and hold the same in cash regardless of whether the
Owner is otherwise in default. Should the Owner fail to extend the security, the
Town of Golden - Subdivision and Development Servicing Bylaw 1223
J.4
12.
13
14.
(a)
(b)
Munícipality reserves the right to call for and receive the Owner's security prior to
its expiry and hold those monies until the Owner provides the extended security.
The Owner covenants and agrees to fully maintain, repair and as necessary replace
the Works for a period of twenty-four (24) months after receipt by the Municipality
of the Certificate of Total Performance required by Section 4.7(a) of the Subdivision
and Development Servicing Bylaw and all such repair, maintenance and
replacement shall be done forth with and diligently prosecuted and to the
standards and specifications for the works provided herein.
The Municipality will consent to reduction in the amount secured by the Owner's
security, or cash, from time to time, and in accordance with the following:
The percentage of the credit reduction will be equal to the percentage of
the cost of the work done and approved by the Manager of Operations; and
(c)
(d)
No reduction will be allowed for any amount less than 1Oo/o of the total cost
of the construction and installation of the work; and
Notwithstanding (a) and (b) herein, the Municipality will not refund an
amount whichever is the lessor of 10o/o of the total cost of the constructing
and installing of the work or 550,000.00 until the expiry of the maintenance
period following the full and final completion of all the work and
Upon the expiry of the aforesaid maintenance period, and provided that the
Owner is not then in default under any of his covenants herein contained,
and upon final approval of the work by the Manager of Operations, the
Municipality will as soon as possible, reduce the remaining security to zero
(nil); and
(e)
The maintenance period for works constructed under this agreement shall
be two years.
The Owner covenants and agrees to indemnify and save harmless the Municipality
and its servants, agents and employees from and against all actions, proceedings,
costs, damages, expenses, claÍms, and demands whatsoever and by whomsoever
brought or made against the Municipality or its said servants, agents and
employees, resulting directly or indirectly from the construction or installation of
the work.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
J.5
15.
16.
17.
18.
19.
20.
ln consideration of due and proper performance by the Owner of his covenants
herein contained, the Municipality covenants and agrees to permit the Owner to
carry out and perform the work.
Any demand or notice required or permitted to be given under the provisions of
this agreement shall be in writing and may be given by personal delivery or by
mailing such notice by prepaid registered post to the party concerned at the
address for such party first above-recited, and any such notice or demand mailed as
aforesaid shall be deemed to have been received by the party to whom it is
addressed on the second business day after the date of posting thereof and, if
personally delivered , shall be deemed received on the day delivered.
The Owner acknowledges and agrees that immediately upon issuance by the
Manager of Operations of his certification stating that the work has been
completed, all right, title and interest in and to the work shall immediately pass to
and vest in the Municipality, but nothing herein contained shall derogate from the
obligation of the Owner to maintain the works for the specified periods following
completion as aforesaid.
It is understood and agreed that the Municipality has made no representations,
covenants, warranties, guarantees, promises or agreements (oral or otherwise) with
the Owner other than those contaíned in this Contract.
Wherever the singular or masculine is used herein, the same shall be construed as
meaning the plural, feminine or body corporate or politic where the context or the
parties so require.
This Agreement and the terms, covenants and conditions herein contained shall
ensure to the benefit of and be binding upon the parties hereto and their
respective hei rs, executors, ad mi nistrators, successors a nd assig ns.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
J.6
lN WIINESS WHEREOF the parties hereto have executed this Agreement at the Town of
Golden, Province of British Columbia, the day and year fírst above written.
THE TOWN OF GOLDEN
Corporate Officer:
)
)
)
)
)
)
)
)
cls
(Íf a corporat¡on)
)
Town of Golden - Subdivision and Development Servicing Bylaw 1223
J,7
Town of Golden - Subdivision and Development Servicing Bylaw 1223
STANDARD STATUTORY RIGHT.OF-WAY DOCUMENT
SCHEDULE K
THIS INDENTURE made the
day of
,20-.
BETWEEN:
(hereinafter called the "Grantor")
OF THE FIRST PART
AND:
(hereinafter called the "Grantee")
OF THE SECOND PART
WHEREAS the Grantor is the registered owner or is entitled to become the registered
owner of an estate in fee simple of ALL AND SINGULAR those certain parcels or tracts of
land and premises situate, lying and being in the Town of Golden, in the Province of British
Columbia, and being more particularly known and described as:
(hereinafter called the "Lands of the Grantor")
AND WHEREAS the Grantor and Grantee have agreed to enter into this agreement
pursuant to Section 218 of the Land Title Act of British Columbia;
AND WHEREAS it is necessary for the operation and maintenance of the Grantee's
undertaking, hereinafter described, to install and maintain a system of sewerage works,
and/or water works, and/or drainage works, and/or gas works including all pipes, valves,
fittings, buildings, and facilities in connection therewith and/or electric works including all
wires, poles, conduits, and other facilities in connection therewith, and/or communication
works including all wires, poles, conduits, and other facilities in connection therewith;
(hereinafter called the "Works")
Town of Golden - Subdivision and Development Servicing Bylaw 1223
K.1
The Grantor has agreed to permit the construction by the Grantee of the aforementioned
works on a portion of the said Land and to grant for that purpose the right-of-way
herei nafter descri bed;
NOW THEREFORE THIS INDENTURE WITNESSETH thAt iN CONSidCTAtiON Of thc SUM Of
Dollars (S
I of lawful money of Canada, now paid by
the Grantee to the Grantor (the receipt and sufficiency of which is hereby acknowledged
by the Grantor), and in consideration of the covenants and conditions hereinafter
contained to be observed and performed by the Grantee and for other valuable
consideration:
1.OO THE GRANTOR DOTH HEREBY:
1.01 Grant, convey, confirm and transfer, in perpetuity, unto the Grantee the full, free
and uninterrupted right, licence, liberty, privilege, permission, and right-of-way to
lay down, install, construct, entrench, operate, maintain, inspect, alter, remove,
replace, bury, cleanse, string, and otherwise establish one or more systems of Works
upon, over, under and across that part of the Land of the Grantor as shown outlined
in heavy black on right-of-way Plan Num
and designated as
(hereinafter called the "Perpetual Right-of-Way")
1.02 Covenant and agree to and with the Grantee that for the purposes aforesaid and
upon, over, under and across the Perpetual Right-of-Way the Grantee shall for itself
and its servants, agents, workmen, machinery, vehicles, equipment, and materials
be entitled at all time to enter, use, pass and repass, labour, construct, erect, install,
dig, carry away soil or other surface or subsurface materials, clear of all trees,
growth, buildings or obstruction now or hereafter in existence, as may be
necessary, useful, or convenient in connection with the operations of the Grantee in
relation to the Works;
1.03 Grant, convey, confirm, and transfer unto the Grantee for itself and its servants,
agents, workmen, contractors, and all other licensees of the Grantee, together with
machinery, vehicles, equipment, and materials the right at all reasonable times to
enter upon and to pass and repass over such of the Lands of the Grantor as may
reasonably be required for the purpose of ingress to and egress from the Perpetual
Right-of-Way;
Town of Golden - Subdivision and Development Servicing Bylaw 1223
K,2
1.04 Grant, convey, confirm, and transfer unto the Grantee for itself and its servants,
agents, workmen, contractors, and all other licensees of the Grantee, together with
machinery, vehicles, equipment and materials for a period of
-
days only from
the date of this Agreement, the full, free and uninterrupted right, licence, liberty,
privilege, permission, and right-of-way to enter upon, pass and repass, clear, labour,
and use for the purpose of ingress to and egress from the Perpetual Right-of-Way
and for the purpose of storing machinery, equipment, material or supplies used or
to be used in connection with the construction of the Works herein described, and
for the purpose of placing or storing the surface or subsurface material to be
excavated from the Perpetual Right-of-Way upon and over, but not under that part
or parts of the Lands of the Grantor, shown outlined in green on Right-of-Way Plan
Number:
(hereinafter caIIed the "Working Right-of-Way")
Provided always, and it is hereby agreed that the Grantee shall only clear such trees
and growth and interfere and disturb the surface of the Working Right-of-Way in a
manner that is reasonably necessary in the conduct of its operations thereon;
2.OO THE GRANTOR HEREBY COVENANTS TO AND AGREES WITH THE GRANTEE, AS
follows:
2.01 That the Grantor will not, nor permit any other person, to erect, place, install or
maintain any building, structure, mobile home, concrete driveway or patio, pipe,
wire or other conduit on, over or under any portion of the Perpetual Right-of-Way
so that it in any way interferes with or damages or prevents access to, or is likely to
cause harm to Works authorized hereby to be installed in or upon the Perpetual
Right-of-Way;
2.02 That the Grantor will not do nor knowingly permit to be done any act or thing
which will interfere with or injure the said Works, and in particular, will not carry out
any blasting on or adjacent to the Perpetual Right-of-Way without the consent in
writing of the Grantee, provided that such consent shall not be unreasonably
withheld;
2.03 That the Grantor will not substantially diminish the soil cover over any of the Works
installed in the Perpetual Right-of-Way, and in particular, without in any way
limiting the generality of the foregoing, will not construct open drains or ditches
along or across any Works installed in the Perpetual Ríght-of-Way;
Town of Golden - Subdivision and Development Servicing Bylaw 1223
K,3
2.04 That the Grantor will from time to time and at all times upon every reasonable
request, and at the cost of the Grantee do and execute or cause to be made, done
or executed all such further and other lawful acts, deeds, things, devices,
conveyances, and assurances in law whatsoever for the better, assuring unto the
Grantee of the rights hereby granted;
3.OO THE GRANTEE HEREBY COVENANTS TO AND AGREES WITH THE GRANTOR, AS
follows:
3.01 That the Grantee will not bury any debris or rubbish of any kínd in excavations or
backfíll, and will remove shoring and like temporary structures as backfilling
proceeds;
3.02 That the Grantee will thoroughly clean all lands to which it has had access
hereunder of all rubbish and construct¡on debris created or placed thereon by the
Grantee, and will leave such lands in a neat and clean condition;
3.03 That the Grantee will, as soon as weather and soil conditions permit, and so often as
it may exercise its right of entry hereunder to any of the lands of the Grantor,
replace the surface soil as nearly as may be reasonably possible to the same
condition as it was prior to such entry, in order to restore the natural drainage to
such lands;
PROVIDED, HOWEVER, that nothing herein contained shall require the Grantee to
restore any trees or other surface growth, but the Grantee shall leave such lands in
a condition which, subject to the existence of the works, will not inhibit natural
regeneration of such growth;
3.04 That the Grantee will, as far as reasonably possible, carry out all work in a proper
and workmanlike manner so as to do as little injury to the Lands of the Grantor as
possible;
3.05 That the Grantee will make good at its own expense all damage or disturbance
which may be caused to the surface soil of the Lands of the Grantor in the exercise
of its rights hereunder;
3.06 That the Grantee will, as far as reasonably possible, restore any fences, lawns, flower
beds, at its costs as nearly as may be reasonably possible to the same condition that
they were in prior to any entry by the Grantee upon the Lands.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
K.4
4.OO THE PARTIES HERETO EACH HEREBY COVENANT TO AND AGREE WITH THE OTHER,
as follows:
4.01 The said Works referred to above, together with all pipes, manholes, valves,
conduits, wires, casings, fittings, lines, meters, appliances, facilities, attachments or
devices used in connection therewith shall constitute the Works;
4.02 Notwithstanding any rule of law or equity to the contrary, the Works brought on to,
set, constructed, laid, erected in, upon or under the Perpetual Right-of-Way by the
Grantee shall at all times remain the property of the Grantee, notwithstanding that
the same may be annexed or affixed to the freehold and shall at any time and from
time to time be removable in whole or in part by the Grantee;
4.03 ln the event that the Grantee abandons the Works or any part thereof the Grantee
may, if it so elects, leave the whole or any part thereof in place;
4.04 That no part of the fee of the soil shall pass to or be vested in the Grantee under or
byvirtue of these presents and the Grantor mayfully use and enjoy all of the Lands
of the Grantor subject only to the rights and restrictions herein contained;
4.05 That the covenants herein contained shall be covenants running with the land and
that none of the covenants herein contained shall be personal or binding upon the
parties hereto, save and except during the Grantor's seizing or ownership of any
interest ín the Lands of the Grantor, and with respect only to that portion of the
Lands of the Grantor of which the Grantor shall be seized or in which he shall have
an interest, but that the Lands of the Grantor, nevertheless, be and remain at all
times charged therewith;
4.06 lf at the date hereof the Grantor is not the sole registered owner of the Lands of the
Grantor, this agreement shall nevertheless bind the Grantor to the full extent of his
interest therein, and if he shall acquire a greater or the entire interest in fee simple
this Agreement shall likewise extend to such after-acquired interests;
4.07 Where the expression "Grantor" includes more than one person, all covenants
herein on the part of the Grantor shall be construed as being several as well as joint;
4.08 This agreement shall endure to the benefít of and be binding upon the parties
hereto and their respective heirs, administrators, executors, successors and assigns,
Town of Golden - Subdivision and Development Servicing Bylaw 1223
K.5
as the case may be; and wherever the singular or masculine is used, it shall be
construed as if the plural or the feminine or neuter, as the case may be, had been
used; where the partíes or the context hereto so require and the rest of the
sentence shall be construed as if the grammat¡cal and terminological changes
thereby rendered necessary had been made.
As evidence of their agreement to be bound by the above terms and conditions, the
Grantor and the Grantee have executed the Land Title Act Form C to which this agreement
is attached and which forms part of the agreement.
CONSENT AND PRI ORITY AGREEMENT
KNOW ALL MEN BY THESE PRESENTS THAT
is the registered holder of a
charge by way of
against the within-described property, which said charge
is registered in the Land Title Office, City of Kamloops, under Numbers
for and in
consideration of the sum of One dollar (S1.00) paid by the Municipalíty to the said
chargeholder (the receipt whereof is hereby acknowledged), consent to the within Right-
of-Way and agrees with the Municipality, its successors and assigns, that the within
Right-of-Way shall be an encumbrance upon the within-described property in priority to
the said charge in the same manner and to the same effect as if it had been dated and
registered prior to the said charge.
lN WITNESS WHEREOF the parties hereto have executed the Land Title Act Form C to
which this agreement is attached and which forms part of the agreement.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
K.6
22.O
CONFIRMATION OF COMMITMENT BY OWNER
SCHEDULE L
Note: To be submitted prior to commencement of construction
CONFIRMATION OF PROFESSIONAL ASSURANCE
CONFIRMATION OF 'coM MITME NT BY OWNER,' RE: DESIGN AND FIELD RFVIFW OF
CONSTRUCTION BY A REGISTERED
FESSIONAL
The Town of Golden
PO Box 350
GOLDEN BC VOA 1HO
Attention: Manaqer of OperaIþng
Dear Sir:
Re:
(Description and Address) of Subdivision or Development
The undersigned has retained as his Professional Engineer,
(the "Consultant"), to undertake and/or coordinate and review all associated design criteria
and "field reviews" required for this Project. lt is understood that he will take all such steps
as regulated under the Provincial Statute for his profession and by the definition of "field
reviews" hereinafter set forth, to ascertain that the design will comply and construction of
the project will substantially conform in all material respects with the provisions of Town
of Golden Subdivision and Development Servicing Bylaw No.
and other
applicable Permits, Bylaws, Acts and Regulations which apply to the Project. This
representative will ascertain that only qualified personnel are retained to carry out tests,
inspect or caïy out design work, detailing or "field reviews."
As used herein, "field reviews" shall mean such reviews of the work at the project site and
at fabrication locations, where applicable, as the "Consultant", in his professional
discretion, considers to be necessary in order to ascertain that the work substantially
conforms in all material respects to the plans and supporting documents "accepted" by
the Municipality. This will include keeping records of all site visits and any corrective
actions taken as a result thereof.
The undersigned has given a contractual mandate to the "Consultant" to review reports of
other testing and inspection agencies and disciplines where necessary, comment on their
Town of Golden - Subdivision and Development Servicing Bylaw 1223
1.1
acceptability, determine the corrective action to take if unacceptable, and maintain a
detaíled record of every such report and comments. The "Consultant" will automatically
submit a monthly summary progress report to the Manager of Operations.
NOTE: The Owner will notify the Manager of Operations in writing 30 days prior to any
intended termination of or by the "Consultant". lt is understood that work on the above
project will cease as of the effective date of such termination, until such time as a new
appointment is made, and a "Stop Work Order" shall be posted upon the said project by
the Municipality.
Witness Name (Print)
Owner's Name (Print)
By:
Witness Signature
(Owner or Owner's appointed Agent)
Signature
Date
Address (Print)
Occupation
Title of Agent (if applicable)
Address (Print)
The Corporate Seal of
was hereunto affixed in the presence of:
Town of Golden - Subdivision and Development Servicing Bylaw 1223
L.2
The above must be signed by the Owner or his appointed Agent. The signature must be
witnessed. lf the Owner is a company, the corporate seal of the company must be affixed
to the document in the presence of its duly authorized officers. The officers must also
sign, setting forth their positions in the company.
This "Consultant" acknowledges that he has been retained to ascertain that the design will
comply and construction of the project will substantially conform in all material respects
with Bylaws as set out above and will submit letters of Confirmation of Professional Design
Assurance from others, as needed, for the approval of the subdivision. Furthermore, the
"Consultant" hereby covenants that he or his firm presently carries liability insurance in the
amount of
Name of Professional (Print)
Sig natu re of Professional
Mailing Address (Print)
Phone:
Town of Golden - Subdivision and Development Servicing Bylaw 1223
1.3
23.0
Town of Golden - Subdivision and Development Servicing Bylaw 1223
CONFIRMATION OF PROFESSIONAL ASSURANCE
SCHEDUTE M
CONFIRMATION OF PROFESSIONAL ASSURANCE
The Town of Golden
PO Box 350
GOLDEN BC VOA 1HO
Attention: Manager of Operations
Dear Sir:
Re:
(Description and Address of Project)
This is to advise that I am a Professional Engineer licensed to practice in the Province of
British Columbia and was retained by the Owner to undertake and coordinate all field
reviews and inspections required with respect to this project and took all steps as
regulated under The Engineers and Geoscientists Act of British Columbia and required by
good practices and by the definition of "field reviews" hereinafter set forth in order to issue
the following certification.
As used herein, "field reviews" shall mean such reviews of the work at the project site and
at fabrication locations where applicable as the Professional Engineer' in his professional
discretion, considered to be necessary in order to ascertain that the work substantially
conformed in all material aspects to the plans and drawings accepted by the Municipality.
The following aspects have been reviewed by me or under by direction and have been
found to comply with the engineering drawings and plans submitted and accepted by the
Manager of Operations.
1.OO Storm Drainage System including, but not restricted to, the following:
the location, alignment, size and grade of all pipes and culverts;
the spacing of manholes and catchbasins;
the construction of drywells;
materials used for pipes, culverts, manholes, catchbasins, pipe and fitting
joints, service connections;
Town of Golden - Subdivision and Development Servicing Bylaw 1223
M,1
the completion of erosion control measures;
materials used for pipe bedding and backfilling of trenches;
workmanship in the construction and installation of all materials.
2.00
location, alignment, size and grade of all pipes;
spacing of manholes and catchbasins;
materials used for pipes, manholes, pipe and fitting joints, service
connections;
materials used for pipe bedding and backfilling of trenches;
workmanship in the construction and installation of all materials.
3.00 Water Distribution System including, but not restricted to, the following:
location, alignment, size and grade of all pipes;
spacing of hydrants and valves;
construction of pumping stations and reservoirs;
materials used for pipes, fittings, gate valves, valve boxes, hydrants, service
connections, corporation stops, curb stop and boxes, air valves, stops and
drains;
pressure testing and disinfection;
materials used for pipe bedding and backfill of trenches;
workmanship in the construction and installation of all materials.
4.00 Highways including, but not restricted to, the following:
alignment, width and grade of all roadways;
materials used for preparation or roadway bases and roadway surfaces;
workmanship in the installation of materials.
5.00
Curb and Gutter, Sidewalks, and Boulevards including, but not restricted to, the
following:
width and grade of sidewalks and boulevards;
alignment and grade of curbs and gutters;
materials used for preparation of subgrades and surfaces;
workmanship in the installation of materials.
Sanitary Sewer System including, but not restricted to, the following:
Town of Golden - Subdivision and Development Servicing Bylaw 1223
M.2
6.00 Street Lighting, Electrical and Communications Wiring and Gas lnstallations
including, but not restricted to, the following
number and spacing of street light poles and luminaires;
materials used for street lighting, electrical and communications wiring and
gas installations;
materials used for backfílling of trenches;
workmanship in the installation of materials.
I certify that the foregoing areas substantially comply in all material respects with the
plans and supporting documents, including all amendments thereto, which supported the
application for subdivision approval File No.
Municipality.
which were "accepted" by the
ln addition, significant revisions to the accepted plans and supporting documents have
been submitted to the Municipality in order to depict, as nearly as possible, given my "field
reviews" as defined herein, the services as finally designed and built.
Name of Professional Engineer (Print)
(PROFESSIONAL
SEAL)
Signed
Date
Address (Print)
Phone
Attached hereto you will find the appropriate "field review" assurance from each of the
associated Professional consultants, who are registered in the Province of British Columbia
as members in good standing of the Association of Professional Engineers.
Town of Golden - Subdivision and Development Servicing Bylaw 1 223
M.3
Town of Golden - Subdivision and Development Servicing Bylaw 1223
M.4
ASSURANCÉ OF ''ENGINEERING'' FIELD REVIEW
(Project Address)
Thls is to assure that l/We provided "field reviews" as defined herein of all engineering
work including checklist Ítems 1.0 to 6.0, inclusive, except as specifically noted below.
(PROFESSTONAL
SEAL)
Town of Golden - Suþdivision and Development Servicing Bylaw 1223
24.O SCHEDULE N. STANDARD DRAWINGS
Town of Golden - Subdivision and Development Servicing Bylaw 1 223
STANDARD DRAWINGS
SCHEDULE N
24.1 DRAWINGS FOR SCHEDULE B - HIGHWAYS
SCHEDULE B - HIGHWAYS
Local Street - Urban Residential
Local Street - Urban Residential Cul-de-Sac
Local Street - Urban lndustrial
Collector Street - Urban (21.0 m R.O.W.)
Arterial Street - Urban Undivided (27.0 m R.O.W.)
Typical Cross-Section of a Paved Lane
Rural Streets
LocalTrail
c-1
c-2
c-3
c-4
c-s
Mountable Curb and Gutter and Monolith¡c Sidewalk
Non-Mountable Curb and Gutter
Non-Mountable Monolithic Curb, Gutter and Sidewalk
Sidewalk Crossing for Non-Mountable Curbs
Standard Wheelchair Ramp for Non-Mountable Curb, Gutter & Sidewalk
24.3 DRAWINGS FOR SCHEDULE D - WATER SYSTEMS
SCHEDULE D - WATER SYSTEMS
B-1
B-2
B-3
B-4
B-5
B-ó
B-7
B-8
24.2 DRAWINGS FOR SCHEDULE C - CURBS, SIDEWALKS, BOULEVARDS
SCHEDULE C - CURBS, SIDEWALKS, BOULEVARDS
D-1
D-2
D-3
D-4
D-5
D-6
D-7
Standard Pipe Bedding Classes and Backfill within the Pipe Zone
Standard Hydrant Detail
Valve Box & Riser - Nelson Type Lockable
Standard Pressure Main Thrust Block Details
Standard Blow Off Detail
Larger Diameter Sewer and Water Services
Typical 19mm Water Service Connection
Town of Golden - Subdivision and Development Servicing Bylaw 1223
Sewer and Water Services Common Trench lnstallation
Watermain and Sewer Main Anchors
Combination Air Release Valve or Air & Vacuum Release Valve
Trench Restoration Detail
Typical Manhole for Sewer Mains up to 400 mm Diameter
lnterior Drop Manhole
Landing for Deep Manhole
Sewer Cleanout for 150 mm & 200 mm Sanitary Sewer Terminals
Typical Sewer Service Connections
24.5 DRAWINGS FOR SCHEDULE F - DRAINAGE SYSTEMS
<ar-ltrDlt LE F - DRAINAGE qYqTFMq
D-8
D-9
D-l0
D-11
24.4 DRAWINGS FOR SCHEDULE E. CONSTRUCTION OF SANITARY SEWERS
SCHEDULE E - CONSTRU
ON OF SANITARY SEWERS
E-1
E-2
E-3
E-4
E-5
F-1
F-2
F-3
F-4
F-5
F-6
F-9
Typical Storm Sewer Catchbasin - Type 1
Mountable Curb Standard Catchbasin Detail
Open Ditch Standard Catchbasin Detail
Standard Drywell Detail
Typical Concrete lnvert Road Crossing
Concrete Outlet Structu re
Typical Manufactured End Sections
24.6 DRAWINGS FOR SCHEDULE G - STREET LIGHTING
LEG-STREETLI
G-1
G-2
G-3
G-4
G-s
G-6
G-7
Typical Commercial Street Lighting - Type'A'&Type 'B'
Typical Residential Street Lights - Type 'C' & Type 'D'
Double Davit Street Light - Type'E'
Double Davit Street Light - Type'F'
Typical Street Light Anchor Base - Type'A','B','E'&'F'
Cylindrical Street Light Pole Base - Type 'C' & 'D'
Street Light Underground Conduit lnstallation and Power Connection
Town of Golden - Subdivision and Development Servicing Bylaw 1223
Frangible Base Details
Service Base Schematic 12OV Street Light
Hand Hole Wiring Schematic 120 V Street Light
Town of Golden - Subdivision and Development Servicing Bylaw 1223
P/L
c/L
20.00 Row
P/L
9
è
r?oo
4,75
4.75
200
3.25
o
I
tJo
L
HYD
3,0Vo
3.070
I
CB
CB
o
8888
0.60
G
D
5
W
o
o
o
2.00
T/Ê/C
3.00
3.00
LEGEND
c
CB
clL
D
E
FOC
G
HYD
OSL
P/L
ROW
s
SWK
T
w
CABLEVISION
CATCHBASIN
CENTER LINE
STORM SEWER
ELECTRICAL
FACE OF CURB
GAS
FIRE HYDRANT
STREET LIGHT
PROPERTY LINE
RIGHTOFWAY
SANITARY SEWER
SIDEWALK
TELEPHONE
WATER
't.
WATER SERVICE VALVES 0,3 FROM P/L
2.
FOR HIGH DENSITY RESIDENTIAL ZONES,THE
TOWN REQUIRES SIDEWALKS ON BOTH SIDES
OF THE STREFT. FOR CONTINUITY,THESE
SIDEWALKS MAY BE REQUIREDTO BE
EXTENDED THROUGH SINGLE FAMILY ZONES,
Subdivision & Development Servicing Bylaw 1223, 2008
LOCAL STREET
URBAN RESIDENTIAL
APP'D
GötÞsx
l\.tc4t&1îîMt1yörflf w -
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NT5
FILE ID
B-1
PlL
c/L
18.00 ROW
PlL
4,75
4
I
Þ
'r9z.z5
(,o
L
Uo
L
HYD
3,jvo
3.00,6
ol
CB
CB
8888
0.60
G
0.60
G
D
5
o
o
o
2.00
TIEIC
3.00
3.00
LEGEND
c
CB
c/L
D
E
FOC
G
HYD
osL
PIL
ROW
5
SWK
T
W
CABLEVISION
CATCHBASIN
CENTER LINE
STORM SEWER
ELECTRICAL
FACE OF CURB
GA5
FIRE HYDRANT
STREET LIGHT
PROPERry LINE
RIGHTOFWAY
SANITARY SEWER
SIDEWALK
TELEPHONE
WATER
NOTES:
l.WATER SERVICEVALVES 0.3 FROM P/L
8,50
4.75
2.7s
Subdivision & Development Servicing Bylaw 1223,2008
LOCAL STREET
URBAN RESIDENTIAL
CUL-DE-SAC
APP'D
DATE
BY
FILE ID
B-2
GöËÞgX
ñKeí?ft¡M(ruúñV rM'
REVISIONS
DATE
2008{3-13
SCALE
NTS
P/L
-<€-)
clL
20,00 Row
PlL
I
ú Þ9
2.5
o
\Jo
I
HYD
3,0vo
3.Oo/o
lcB
CB
I
I
o
8888
0,60
G
0.60
G
D
s
o
o
o
2.00
îtE/c
3.00
3.00
LEGEND
c
CB
c/L
D
E
FOC
G
HYD
o5L
PlL
ROW
s
swK
T
W
CABLEVISION
CATCHBASIN
CENTER LINE
STORM SEWER
ELECTRICAL
FACE OF CURB
GAS
FIRE HYDRANT
STREET LIGHT
PROPERTY LINE
RIGHTOFWAY
SANITARY SEWER
SIDEWALK
TELEPHONE
WATER
NOTES:
1 .WATER SERVICE VALVES 0.3 FROM P/L
11.00
s.50
I
È
fto
5,50
Subdivision & Development Servicing Bylaw 1 223,2008
LOCAL STREET
URBAN INDUSTRIAL
GötÞÉx
nøqagttffiVtwñl
w -
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
SCALE
NTS
FILE ID
B-3
PlL
c/L
21.00 ROW
P/L
0.50
ì9
0.50
Uou
o
L
SWK
HYD
5WK
3,070
3.ïVo
CB
CB
o
Ø
8883
0,60
G
D
s
W
o
o
o
2.00
IlEIC
3,00
3.00
LEGEND
c
CB
c/L
D
E
FOC
G
HYD
OSL
PIL
ROW
s
SWK
T
W
CABLEVISION
CATCHBASIN
CENTER LINE
STORM SEWER
ELECTRICAL
FACE OF CURB
GAS
FIRE HYDRANT
STREET LIGHT
PROPERTY LINE
RIGHTOFWAY
SANITARY SEWER
SIDEWALK
TELEPHONE
WATER
NOTES:
1 .WATER SERVICE VALVES 0.3 FROM P/L
'12.00
4.50 ¿
È:o
Subdivision & Development Servicing Bylaw 1223,2008
COLLECTOR STREET
URBAN
21.0m RIGHT OF WAY
GötÞÉx
ntaøryltffiÇìq.iit
w'
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
SCALE
NT5
FILE ID
B-4
PlL
clL
27.00 ROW
PIL
Þoo
3,0
0.50
Uo
L
o
L
HYD
SWK
3,0%
3.090
CB
CB
8888
060
0.60
G
G
D
s
w
o
o
o
2.00
T/E/C
3.00
3.00
LEGEND
c
CB
clL
D
E
FOC
G
HYD
osL
PlL
ROW
s
SWK
T
W
CABLEVISION
CATCHBASIN
CENTER LINE
STORM SEWER
ELECTRICAL
FACE OF CURB
GAS
FIRE HYDRANT
STREET LIGHT
PROPERTY LINE
RIGHTOFWAY
SANITARY SEWER
SIDEWALK
TELEPHONE
WATER
NOTES:
l.WATER SERVICEVALVES 0.3 FROM P/L
-s
15.00
}H
7,50
7.50
Þ
9
Subdivision & Development Servicing Bylaw 1223,2008
ARTERIAL STREET
URBAN UNDIVIDED
27.Om RIGHT OF WAY
qPP'D
GöËÞËX
ñtdwqftffi\tttttãV
N'
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NT5
FILE ID
B-s
R.
n
6.00 Row
5.40
2o/o
NOTES
1. ROADSURFACETO BE2%CROWN
SLOPED IN KEEPING WITH EXISTING
DRAINAGE.
2. ALLCATCHBASINSTO BE LOCATED ON
THE DOWNSTREAM SIDE OF LANE
AND PLACEDTO FACILITATE EASE OF
INSTALLATION AND REDUCE INTER-
FERENCEWITH EXISTING OR FUTURE
5ERVICE5,
3. SUBGRADETO BESLOPEDAT2%,
q
i
i
030
2Vo
Subdivision & Development Servicing Bylaw 1223,2008
TYPICAL
CROSS-SECTION OF A
PAVED LANE
CPP'D
BY
FILE ID
B-6
GötÞsx
ñKeflqñffilt<Mfrf
rM -
DATE
REVISIONS
DATE
2008{3-13
SCALE
NT5
SUBGRADE
FINIsHED TOP WIDTH
(0.s0 MtN)
DEPTH
sLOPE
4:1
090
LOCAL RESIDENTIAL
SUBGRADE
0.90
DITCH
FINISHED TOP WIDTH
0.90
DITCH
(0.s0 MrN)
DEPTH
(0.s0 MIN)
DEPTI]
SLOPE
41
3:I PREFERRED
COLLECTOR. ARTERIA
VARY DEPENDING
l_ IN DIISTRIAI
ON LOCAL CONDITIONS
3:I PREFERRED
MAY VARY DEPENDING
ON LOCAL CONDITIONS
NOTES:
1.
RIGHT OF WAY TO BE 20.0m, OR 3.0m
BEYOND TOP OF CUT OR TOE OF FILL
WHICHEVER IS GREATER.
2.
SWALES MAY BE USED INSTEAD OF A
DITCH UNLESS DITCHES ARE REQUIRED
TO CARRY STORM WATERVOLUME.
B
A
3o,'o
STREET
cLASSIFTCTtON
ROADWIDTH
'A'
PAVED
SHOULDER
LOCAL
7.00m
0.50m
COLLECTOR
8.00m
'r.00m
ARTERIAL
10.00m
2.00m
LOCAL INDUSTRIAL
9-00m
1.00m
Subdivision & Development Servicing Bylaw 1223, 2008
RURAL STREETS
G\I
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NTS
FILE ID
B-7
ASPHALT OT APPROVED ALTERNATIVE
BASE
2 % (TYP)
I
GRADETO SUIT
BACKFILL WITH
LOAM AND SEED
(rYP.)
1.0 m MIN
L5 - 2.0 m AS APPROVED
150mm
ffYP)
CURB SIDE
5UB-BASE
LOCALTRAIL
SUB-BASE NOTES:
1. DEPTH SUBJECTTO SOIL CONDITIONS AND MANAGER OF OPERATIONS
APPROVAL, NEW MATL COMPACTEDTO 9896 MIN,
2. REMOVE ORGANIC SOII-S,RECOMPACT EXPOSED MATLTO 98% MIN.
3. GEOTEXTILE MAY BE REQUIRED ATTHE DISCRETION OF
MANAGER OF OPERATIONS.
ASPI-IALT-50mm COMPACTEDTO 98% min EDGES ROLLED ORTAMPED
BASE - 1 00mm OF 25mm CRUSHED GRAVEL COMPACTEDTO 98%
I.JNIIs ARE IN METERS
UNLÊSS NOTED OTHERWISF:.
THIS STANDARD IS SUBJÊC IIO CHANGE,
CONFIRMATION SHOI.JLD BE MADË PRIOR
TO CONSTRUCTION.
Subdivision & Development Servicing Bylaw 1223,2008
LOCALTRAIL
APP'D
GötÞËx
^lør¡îtteli,tttÈt
ß -
DATE
REVISIONS
BY
DATE
SCALE
NTS
FILE ID
B-8
ROAD
SIDEWALK
550
20
200
180 .-_
150
5mm R
13
o
F.
ASPHALT
o
a{
CRUSHED
GRAVEL
(
'r',i
19mm minusCRUSHED
GRAVEL BASE
PITRUN GRAVEL SUB BASE
(sEE TYP|CAL ROAD SECTTON)
on
Uz
=
cô
É,f,U
200
200
1s0
2000mm FOR ARTERIAL AND
1 500mm FOR ALL OTHER ROADS
T-
\
19mm minus CRUSHED
GRAVEL BASE
PITRUN GRAVEL sUB BASE
(sEE TYPTCAL ROAD SECTTON)
MOUNTABLE MONOLITHIC
CURB, GUTTER AND SIDEWALK
-t
, b
Þ
o
LA
o
40mm R- o
>^', - -L- '
Subdivision & Development Servicing Bylaw 1223,2008
MOUNTABLE CURB
& GUTTER AND
MONOLITHIC SlDEWALK
GötÞËx
^tmqrfeØøEq
rM -
DATE
REVISIONS
8Y
DATE
2008{3-13
SCALE
NTS
FILE ID
c-1
50mm R
25mm R
25mm
25mm
470mm
50..
.t lg*
267mm
1omm R
9mm
25mm
ASPHALT
E
E
rô
F\
E
Eoo\
N
E
Ëo
N
l9mm minus CRUSHED
GRAVEL BASE
a.-
520mm
PITRUN GRAVEL sUB BASE
(SEE TYPICAL ROAD SECTION)
CURB & GUTTER
112mm 77mm
25mm
282mm
25mm
R=1 l5mm
E
Eoo
a.¡
E
E
N
110mm
300mm
110mm
52Omm
CURB & GUTTER CROSSING
SEE SCHEDULE F SECTION 3OI,8 FOR
BACKFILLING REQUIREMENTS FOR
CURB, GUTTER AND SIDEWALK.
2XlOM REBAR
E
E
N
ò
E
E
lôt.
Subdivision & Development Servicing Bylaw 1223,2008
NON-MOUNTABLE
CURB & GUTTER
APP'D
G
hI
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NT5
FILE ID
c-2
E
Eo
S
E
En
C',¡
!
-T
r',
2000mm FOR ARTERIALS OR
1 500mm. FOR ALL OTHER ROADS
13mm
I00mnl
165mnr
SLOPE 20mm/100Omm OR
AS sPECIFIED BY ENGINEER
l3mm SURFACE JOINT
25mm
50mm R
E
Eo
3
E
E
F.
l9mm minus CRUSHED
GRAVEL BASE
PITRUN GRAVEL SUB BASE
(sEE TYPTCAL ROAD SECTTON)
E
E
N
MONOLITHIC SIDEWALK
1 3nrm
2000mm FOR ARTERIALS OR
1 500mm. FOR ALL OTHER ROADS
1
25mm
øo14
aãz
geç
ãfü
ÞÞö
c cü
EFE
oh2
NNô
--ú
292mm
13mm SURFACEJOINT
4X10M REBAR 150mm OC
150 x 150mm Xl0/10
WIRE MESH REINFORCING
oo
100
l9mm minus CRUSHED
GRAVEL BASE
EC
N
3l 5m
180mm
PITRUN GRAVEL 5UB BASE
(SEE TYPICAL ROAD SECTION)
MONOLITHIC SIDEWALK CROSSING
'l:t
1l5mm R
Subdivision & Development Servicing Bylaw 1223, 2008
NON-MOUNTABLE
MONOLITHIC CURB
GUTTER & SIDEWALK
TO\Ã/N
OF'
G
DATE
REVISIONS
BY
APP'D
DATE
2008-03-1 3
SCALE
NTS
FILE ID
c-3
REINFORCED
CONCRETE
APRON
CONSTRUCTION
JOINT
MlN.300
MAX.600
PLAN
MlN.300
lvlAX.600
CONCRETE REINFORCEMENT
150mmX150mmX10/10
WRE MESH REINFOIìCING
EX-rRA ßEJNFORCING lN CORNERS =90'
4 l0M BARS I 2nì LONG PTACEDAS
stl0wN
5Omm FROM ßOTTOM OF CONCREIE
TOP OF NON-MOUNTABLE
BACK OF WALK
TOP OF SIDEWALK CROSSING
CURB
MtN.300
460
460
MtN.300
MAX.6OO
30mm EXPANSION
JOINT (TYP)
TOP OF GUTTER FACE
GUTTER
FORMED CURB & SIDEWALK ELEVATION
ll
ll
CONSTRUCTION
JOINT
PANELS
BRUSHED
FINISHED
L
E
Eo
Fd
d
\5o{îri\
65Ím TROI|IELED
EDG I NG
J
BUg
I
IFô;
/
MONOLITHIC
SIDEWALK
Ëx
Ick
oF
CURB
'l50mm
GUTTER
3O5mm
460
46lJ
Subdivision & Development Servicing Bylaw 1 223,2008
SIDEWALK CROSSING FOR
NON-MOUNTABLE CURBS
APP'D
GötÞÉx
ñrcenqftffi<1^4t$V tÀ -
DATE
REVISIONS
BY
DATE
2008{3-'.t3
SCALE
NTS
FILE ID
c-4
Þ
Þ
PLAN
SIDEWALK
CURB
MN
ISOMETRICVIEW
SIDEWALK
2smm MAX,
CURB
SECTION A-A
UNITS ARE IN METERS
UNLE55 NOTED OTHERV/15E,
THIS STANDAßD I5 5L'EJECTTO CHANGE,
CONFIRMATION SHOULD BE MADE PRIOR
TO CONSTRUCTION.
Subdivkion & Development Servicing Bylaw 1223,2008
STANDARD WHEELCHAIR
RAMP FOR NON.
MOUNTABLE CURB
APP'D
DATE
REVISIONS
BY
SCALE
NTS
FILE ID
c-5
o.D.
CLASS ''A'BEDDING
SELECT EXCAVATED OR IMPORTED
GRANULAR MATERIAL, PLACED IN
l00mm LIFTS AND COMPACTEDTO
95% STANDARD PROCTOR DENSIW
300mm MlN.
CONCRETE - 20 MPa
IN ALKALI SOILs,
SULFATE RESISTANT
CEMENT SHALL BE USED
1/4o.D.
1/4 l.D.
'l00mm MlN.
O.D.+ 300mm MIN
O.D.+ 760mm MAX
o.D.
CLASS "B'' BEDDING
FINE GRANULAR MATERIAL PLACED
IN l OOmm LIFTS AND COMPACTED
TO 95% STANDARD PROCTOR DENSITY
300mm MlN.
1/4o'D.
114l,D.
100mm MIN
O.D.+ 300mm MIN
O.D.+ 760mm MAX
oD.
CLASS "C" BEDDING
SELECT EXCAVATED OR IMPORTED
GRANULAR MATERIAL, PLACED IN
l00mm LIFTS AND COMPACTEDTO
95% STANDARD PROCTOR DENSITY
300mm MIN
BOTTOM OF TRENCH SHAPED TO
ACCEPT LOWER EXI-ERIOR OF PIPE
600/0
o.D.
0,D.+ 300mm MIN
O.D.+ 760mm MAX
Subdivision
ylaw 1223,2008
BEDDING CLASSES
AND BACKFILL WITHIN
PIPE ZONE
GötÞÉx
^.K^WlnffiUcwîfl1
w -
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
SCALE
NTS
FILE ID
D-1
NELSON TYPE (CAST IRON)
VALVE BOX & EXTENSION
z
E
E
Eon
CONCRETE
THRUST BLOCK
CONCRETE
THRUST
BLOCK
Eoúlo
BEDDING MATERIAL
19mm DIA.GALV.TIE RODS
DRAIN HOLE
I9mmWASHED DRAIN ROCK
lN 600mm DIA.CIRCLE AROUND
HYDRANT (M|N.0.5 CU m)
CONCRETE
SUPPORT PAD
NOTES
1.
2.
HYDRANTS - AS PER SCHEDULE D
PUMPER OUTLET MUST FACE CURB OR AWAY FROM
PROPERTY LINEWITH STORZ PUMPER PORT FITTING
HYDRANT BOOï,S|ZED FOR 150mm PIPE
HYDRANT BODY COLOR - RED
ALL PIPE AND FITTINGS SHALL CONFORM TO AWWA SPECS
VALVETO BE LOCATED A MINIMUM 2.0m FROMTHE HYDRANT
AND WITHIN THE ASPHALT OFTHE ROAD
FOR LOCATION OF HYDRANT sEE HIGHWAY sÏANDARD DRAWINGS
SECTION
3.
4.
5
6.
7
150mm MIN.LEAD
150mm GATE
VALVE H X H
ÉU
oUz
E
Eoq
c{
TEE
VALVE
FLANGED _
TOTEE
Subdivision & Development Servicing Bylaw 1223, 2008
STAN DARD HYDRANT DEÏAI L
GötÞÉx
ñ\R*gnMUadãV
w'
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
SCALE
NT5
FILE ID
D-2
LOCKABLE
NELSON-WPE
VALVE BOX
PLAN
304mm DIA
32mm
FINISHED GRADE
22Bmm
z
=E
Eo
h
E
E
c.¡
E
Eo
N:t
E
Eo
c{m
SECTION
ú
æ.
s
GATEVALVE 25mm SQUARE SIOCK
EXTENSION ROD c./w INTEGRATED
1 50mm DIA ROCK STOPPER AND 50mm
SQUARE OPERATING NUT
'l50mm DIA PVC
WATER PIPE RISER
FASTEN VALVE RI5ER
TO 50mm OPERATING
NUTWITH SPLIT PIN
NOTCH TO FIT
VALVE HOUSING
NOTES
NRs GATE VALVE
A5 SPECIFIED
I. EXTENSION ROD DIAMETERTO SUITVALVE
MANUFACTURER REQUIREMENTS
2. VALVES SHALLTURN CLOCKWISETO CLOSE
Subdivision & Development Servicing Bylaw 1 223,2008
VALVE BOX & RISER
NELSON TYPE LOCKABLE
APP'D
GötÞslr
ñmntfteÇrxí#tt rM'
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NT5
FILE ID
D-3
cRoss
U5E'BELL_TITE"
PLUGS AND CLAMPS
REDUCER
TABLEVALUES BASED ON
REDUCTIONTO l50mm
cRoss
\:
i--
1
2
3
TEE
WYE
4
5
6
90'BEND
45. BEND
22-1/2. BEND AND'I 1-1l4" BEND
7
8
OFFSET BEND
U5E "BELL.TITE'
PLUGS AND CLAMPS
VERTICAL BEND
10
11
12
BEARING AREA OF BLOCKS
CONCRETE AREAS lN m2
PIPE SIZE ioo 1so 2oo 2so soo
1,4,11
0.2 0.4 0.7 1.0
1.45
3,5,7
0.3 0.55 0.9 1.45 2.05
2
025 05
075
6,8
0.15 0.3 0.5 0.6
1.2
I
0.1
o 15 0.3 0,45 0.6
10
0.3 0,6 10
1.2 22
DESIGN ASSUMPTIONS
400
19
27
165
1.4s
0.75
,o
HYDRAULIC HEAD = 1.38 MPa.
SOIL BEARING VALUE = 0.096 MPa.
(MEDIUM SOFTCLAY)
ul
ô-
F
2. THRUSTBLOCKS FORMAINS LARGER
THAN 300mm dia SHALL BE DESIGNED
BY A PROFESSIONAL ENGINEER AND
SHOWN ONTHE ENGINEERED DRAWINGS
NOTE
FORVERTICAL REACTION
BLOCK SIZE REFER TO
PLAN/PROFILE DRAWINGS
#
Subdivision & Development Servicing Bylaw 1 223,200B
STANDARD PRESSURE
MAIN THRUST BLOCK
DETAILS
FILE ID
D-4
cçåätæx
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
SCALE
NTS
VALVE BOX PLACED IN APPROVED LOCATON
THREADED BLOW-OFF CAP
OR AIRVALVE
SERVICE BOXWITH 2m
EXTENSION (MUELLER NO.
A-728 OR APPROVED EQUAL)
SECTION
GALV.RISER
Somm STOP AND DRAIN (MUELLER
A-1 0284 MARI(I, OR|SEA|- OR
APPOVED EQUAL)
M-J OR PUSHÐN PLUG
MAIN
GRAVEL TO ALTOW DRAI NAGE
0.5 CUBICMETER MIN.
PLAN
50mm GALV.THRUST BRACES MAX.LENGTH 75cm,
PRECASTCONCRETE
THRUST BLOCK
UNIIS ARE IN MILLIMETERS
UNI. ESS NOTED OTHERWISF
CAST_I N-PLACE CONCRETE
THRUST BLOCK
THIS 5TANDARD lS SUBJi:( l'TO CiIANGE,
CONFIRMANON SHO|.JI.t} IìE MADE PRIOR
1() CONSTRUÍION.
Subdivision & Development Servicing Bylaw 1223,2008
STANDARD BLOW-OFF
DETAIL
APP'D
G
\{
DATE
REMSIONS
BY
FILE ID
D-5
SCALE
NT5
AS SHOWN ON
PROPERTY
DESIGN DRAWINGS
L NE
J
--I
BEND
300mm
Eq
FLXH GATEVALVE
45"WYE
l
CAP
NOTE:
SERVICESTO EXTEND I.5Om ONTO LOT
COMPLETEWTH MARKER STAKES OR SPECS.
PLAN
UNIIS ARE IN MILLIME'IERS
UNLESS NOTED OTHERWISE.
THIs STANDARD 15 SUBJÊC'T'TO CHANGE,
CONFIRMATION SHOULD BE MADE PRIOR
TO CONSTRUCTION.
Subdivhion & Development Servicing Bylaw I 223,2008
LARGE DIAMETER
SEWER AND WATER SERVICES
APP'D
GötÞËx
ñKatçt@ælauÊt w-
DATE
REVISIONS
BY
DATE
SCALE
NT5
FILE ID
D-6
PROPERTY
LINE
300mm
VALVE SHUT-OFF
BRONZE BODY AND
SS STRAPS.
DOUBLE STRAP SADDLE
(OR APPROVED EQUAL)
.GOOSENECK" FORM IN \ \
HORIZONTAL PLANE
50mmxl00mm
STAKE
50mmx1 00mm STAKE PAINTED
BLUE PLACED BETWEEN VALVE
& PLWITH DEPTHTOVALVE AND
SERVICE SIZEWRITTEN ON STAKE
-l
I
PLAN
E
Eoo€
NOTES:
SERVICE PIPETO EXTEND 1.50m ONTO LOT.
TRENCH WIDTH APPROX 600mm.
MIN l9mm dia,TYPE K
COPPER SERVICE PIPE
OR 25mm dia.SER|ES 160
MUNICIPAL POLYTUBING
19mm CORPORATION MAIN STOP SERVICE
OUTLETTO BE FLAREDTYPE CONNECTION
MINIMUM 300mm
TRAVEL
STAINLESS STEEL TELESCOPING
VALVE BOX C/W STAINLESS STEEL
ROD & FOOT PLACE
MiN 0.05cu.m COARSE
DRAINAGE GRAVEL
BRICKTO ACCEPT
VALVE BOX FOOT
SECTION
'l9mm CURB STOP
FORD 744_SW OR
MUELLER H15217
Ec
N
z
E
0q
Subdivision & Development Servicing Bylaw 1223,2008
TYPICAL 19mm WATER
SERVICE CONNECTION
APP.D
GötÞËx
ñKailqrtM(r.ñâV rÂ'
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NTS
FILE ID
D-7
PROPERTY
LINE
EXTEND UTILITIES I.5Om
ONTO PROPERTY.
SANITARY SERVICE
z
Éu
=u
Ø
z
=
É.Uk
=
WATER SERVICE
Evloo
È-
Erlo
CURB STOP
MARKER STAKE
PLAN
0.3 m
CURB BOX SETTO GRADE AT
STANDARD LINE ASSIGNMENT
SANITARY SEWER MIN.
2% GRADE MIN. DEPTH
OF COVER 1.sm
WATER SERVICE MIN.DEPTH 2.4m
NOTES:
CURB BOX LOCATED ON CENTRE LINE
OF LOT UNLESS SPECIFIED OTHERWISE.
ELEVATION
VIEWING THE TRENCH FROM THE ROAD
THE SANITARYSEWER SERVICE IS LOCATED
TOTHE LEFTOFTHE CURB BOX.
Subdivision & Development Servicing Bylaw 1223, 2008
SEWER & WATER SERVICES
COMMON TRENCH
INSTALLATION
APP'D
TO\^ZN
OF
G
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NT5
FILE ID
D-8
E
Eoo
300mm
1 00mm dia DRAINS THROUGH
WALL BELOW SPRING LINE
.2 PER ANCHOR
E
<E
!o
U\O
Èø
o-lJô
NATURAL
UNDISTURBED
GROUND
=-
U-
ir'
H3
trx
:U
8Ü
ñZ
¿È
=F
Jõ
Ë
93ôz
10M @150mm
HOR &VERT
SECTION
50mm MIN
COVER
THIS FACE
300mm
NATURAL UNDISTURBED GROUND
E
Eoo
PLAN
flE
<E
õ3
urì
Èø
ùf Jld
I
Ì
E
Eoo
1 OOmm dia DRAINS THROUGH
WALL BELOW SPRING LINE
- 2 PER ANCHOR
NOTES
1. coNcRETE SHALL BE 20MPa.28 DAY STRENGTH WHERE REQUIRED
CONCRETE USED SHALL BE SULPHATE RESISTANT.
2. ANCHORAGE REQUIRED WHERE SLOPE EXCEED5:
20 - 35% LOCATE EVERY 1 1 m
35 - 5ïo/o LOCATE EVERY 7.3m
GREATERTHAN s0% LOCATE EVERY 5m.
3. NO REBAR ISTO BE PLACEDWITHIN lsomm OF MAINS.
4. ANCHORS ARE TO BE PLACED AGAINST AND ON THE DOWNHILL
SIDE OF THE BELL OF THE PIPE, BUT MUST NOT SURROUND IT.
5. DOWNHILL FACE OF ANCHORSTO BE BEARING ON UNDISTURBED sOIL.
Subdivision & Development Serv¡cing Bylaw 1223,2008
STANDARD WATERMAIN
AND SEWERMAIN ANCHORS
APP'D
G
DATE
REVISIONS
BY
DATE
2008-03-1 3
SCALE
NT5
FILE ID
D-9
A
z
=Ec
5Omm POLYSTYRENE
6mmTHICKX l2mm METAL
SUPPORT STRAPS
AIR VENT - GALV. PIPE
(MIN.VENT DIA.TO BE
EQUIVALENTTOVALVE
INLET DIA,)
INSULATION ALL-
AROUND
z
=E
Eoo
ooo
114mm
1050mm lD
100x1 00mm TREATED
wooD PosT
SCREENED INLET
RISER RINGS - MORTAR
IN & OUT BUILD UPTO
sUIT (ONE LAYER MIN.,
THREE LAYERS MAX.)
SEE
E
Eon
560mm dia CAST IRON
MANHOLE LID AND FRAME
H.2O LOAD RATING
90mm POLYSWRENE PLUG.
CUTTO FIT MANHOLE OPENING
& PRECAST CONC. LID
Ê.
Eooc{
E
Eoo
N
z
E
E
ooL
STD. PRECAST REINFORCED
LtD H-20 LOADTNG
12xl00mm PLYWOOD
INSUL, HOLDERS TO
BE PLACED IN SIX
EQUIDISTANT LOCATIONS
&ANCHOREDTOTHE
CONCRETE LID
'l9mm dia GALV. RUNGS
@ 0.3m o.c.CAST INTO
WALL, FIRST RUNG O.5M
BELOW FIN.GRADE
GATEVALVE
PEA GRAVEL
TOP OF PIPE
DOUBLE STRAP
WATERMAIN SADDLE
APCO COMBlNAT|ON "Heavy
Duty" AIR RELEASE VALVE
OR AIR &VACUUM RELEASE
VALVE A5 5PECIFIED
PREFAB 2 WAY BAFFLE
UNIT (VANE SUPPORTED
ON SPECIAL BEARINGS)
DETAIL ,'A
DETAIL ''A''
PRECASTMANHOLE
BARRELS 1050mm l.D.
RINGS & LIDS TO CONFORM
A.5.T.M.SPEC'S FOR
CLASS II REINFORCED
CONCRETE PIPE JOINTS
TO BEWATERTIGHT
,, GROUTALLAROUND
2 cu.m.
DRAIN ROCK
FLOOR DRAIN
COMPACTED GRANULAR
MATERIAL-30Omm MlN.
lOOmm PVC DRAINLINE
MIN.SLOPE= 1%
NOTE:
WHEN VENT IS INSTALLED ON ROAD RIGHT OF WAY AND
SUBJECT TO VEHICU LAR DAMAGE, A 1 50mm SCH. 40 STEEL
PIPE FILLEDWITH CONCRETE ISTO BE PLACED 3OOmm
lN FRONTOFTHEVENT&ANCHORED
IN 0.15 cu.m.OF
CONCREIE.THE PIPE SHoULD PROJECT 1.2m ABOVE GROUND
& PAINTED YELLOW.
Subdivision & Development Servicing Bylaw 1 223,2008
COMBINATION AIR PRESSURE
VALVE OR AIR AND VACUUM
RELEASE VALVE
APP'D
GöËÞËX
ñklç4qltffiUøHÈtt
fr -
DATE
REVISIONS
BY
DATE
200843-13
SCALE
NT5
FILE ID
D-10
1 50mm OF LIGHTLY COMPACTED
TOPSOIL AND SEED MIXTURE
APPROVED BY THE TOWN ENGINEER
1 sOMm OF LIGHTLY COMPACTED
TOPSOIL AND SEED MIXTURE
APPROVED BY THE TOWN ENGINEER
PAVEMENTTHICKN ESS EQUAL TO
EXISTNG PAVEMENT OR TO ROAD
CLASS SPECS,WHICHEVER IS GREATER
GRAVTLSURFACE
e¿
H=
oo
u¡zoNU
o-
ô-
VERTICALTRENCH TO EXTEND
'l00mm ABOVE PIPE
BEDDING AS SPEC1FIED BYTHE ENGINEER
COMPACTED TO 9596 STAN DARD
PROCTOR DENSITYIN 100mm LIFTS.
OD + 300 MIN
OD + 600 MAX
UNITS ARE IN MILLIMETERS
UNLESS NOTED OTHERWISE.
THIS sÏANDARD 15 SUBJEC'f TO CHANGE,
CONFIRMATION SHOULD BE MADE PRIOR
TO CONSTRUCTION.
PII-RU N GRAVEI. DEPTH EQUAL TO
EXIÍING LEVEL OR AS SPECIFIED
IN ROAD 5PEC5
BACKFII.I COMPACTED TO 959ó STANDARD PROCTOR
DENSITY lN 300mm UFTS. BACKFILL SHALL NOT
CONTAIN ROCKS LARGERTHAN 0.5m DIAMEIERAND
SHALL BE FREE OF DELETERIOUS MAIERIAL
Subdivision & Development S€rvicing Bylaw 1223,2008
TRENCH RESTORATION
DETAIL
APP'D
G
DATE
REVtSTONS
BY
DA'TE
SCALE
FILE ID
D-l1
PROVIDE PLUGGED STUB
FOR FUTURE EXTENSION
A
HALF SECTION OF PIPE
A
Ì
PLAN
MANHOLE FRAME AND COVERTILT
TO MATCH GRADE AND CROWN OF
ROAD
IDENTIFY MH COVER WITH
"SANITARY" OR "STORM"
PRECAST CONCRETE RINGS OR
BRICK FILLER RING, MORTAR
IN AND OUTTO SUITGRADE,
1 LAYER MIN,3 LAYERS MAX
E
E
PRECASTCONCRETE UD
REINFORCEDTO H.2O HWY
LOADING 5PECs
PRECAST REINFORCED CONC.
BARREL losomm MIN lD
JOINTSTO BEWATERTIGHT
UsE BITUMASTIC SEALANT
ENTRANCETUBE AND LADDER
TO BE PLACED OVER MAIN
CHANNEL ON UPSTREAM SIDE
WHERE MANHOLE BASE EXCAVATION
EXTENDS BEYOND BASE DIMENSIONs
THE OVEREXCAVATION SHALL BE FILLED
WITH CONCRETE 100mm BELOWTHE
BOTTOM OF THE PIPE AND THE WIDTH
OF THE TRENCH. ALL POURED IN
PLACE CONCRETETO BE 25 MPA
RUNGS 300mm O.C, CAST lN
BARREL WALL SECTION. FIRST
RUNG 500mm FROM FIN.GRADE
1 :STROWEL FlNlSH, BLOCK
OFF ANY UNUSED CHANNELS
IN PRECAST MANHOLE BASE
GROUTALLAROUND
'l5Omm
E
Eoo
NOTE:
WATERSTOPS IN BARREL
WALL AT PVC PIPES
25 MPA CONCRETE BASE
E
Eo
E
Eoo
N
GRANULAR BASE
UNDISTURBED SOIL
SECTION'A-A'
l- *0.' J
--->
105Omm
MIN
Subdivision & Development Servicing Bylaw 1223, 2008
TYPICAL MANHOLE
FOR SEWERMAINS
UP TO 400mm DIA
T O\^/N
O F''
G
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
SCALE
NT5
FILE ID
E-1
EXPANSION TYPE
ANCHOR BOLTS
6mmx40mm GALV.
STEEL STRAP
BRACKET DETAIL
'l050mm MlN.
115mm
FULLTEE FITTING
¿
=E
Eooô
BRACKET (SEE DETAIL)
@ MAX. 1.5m SPACING
ON 0-2m DEPTH,AND
MIN.2 ON LESSTHAN
2m DEPTH
45" PVC BEND
PIPE INVERT
INSIDE DROPTYPE
Subdivision & Development Servicing Bylaw 1223, 2008
INTERIOR DROP MANHOLE
DETAIL
APP'D
GötÞËx
ñKad.qftwltxtltV
IM'
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NTS
FILE ID
E-2
\
LANDING CROSS BARS
1 6mm DIA, STAINLESS STEEL CINCH
ANCHOR WTH NUT & WASHER. 500mm
LONG PASSING SS LlNKCHA|N,5mm
DIA,.WTH GRAB HOOK - 2 REQD.
NOTSHOWN FOR
F
Eo
h
Ll00x100x6mm CAST lN PRECAST
MH BARREL BY MANUFACTURER
L76x76x13
MH LADDER RUNG
PLAN
E
Eot\
CROSS BARS SAME SECTION AS
MH RUNGS SEE DWG No.2D-.I5
16mm SS NUT & BOLT
WITH 55 COTTER PIN,
SEE PIVOT DETAIL.
20mm
NOTES
MIN 4 RUNG5
ABOVE LANDING
AS REQUIRED
1. ALL MATERIAL SHALL BE ALUM ALLOY 6061-T6.
2. ALL BOLTS, NUT'WAsHERs,& PINS SHALL
BE 55 TYPE 304,
ALUMINUM HINGED
LANDING PLATFORMS
3. ONE COAT OF BITUMINOUS PAINT SHALL BE
APPLIED TO ALL ALUM, SECTIONS IN
CONTACTWITH CONCRETE.
SECTION
4. PLATFORM TO CONFORM WITH WORKER'S
COMPENSATION BOARD REGULATIONS,
TOP OF LADDER RUNG EQUAL
TO PLATFORM ELEVATION
50
50
s0
100
SHOPWELD FULL
WIDTH OF ANGLE
20 THICK
40
PIVOT DETAIL
h
L76x76x13
L100x100x6mm
5ubdivision & Development Servicing Bylaw 1223,2008
LANDING FOR
DEEP MANHOLE
APP'D
TO\ZN
Orr
G
\{
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NT5
FILE ID
E-3
DOBNEY FOUNDRY NO.D7 CASTNGS
(OR APPROVED EQUAL) WIÍH
"CLEANOUTWRTTEN ON LID
E
Eo
150 RISER PIPE
2- 150mm 45' LONG SWEEP
BEND (SAMEDIAAS MAIN)
NOTE:
ALL PÍPE MATERIALSTO BE PVC.
SECTION
UNITS ARE IN MILLIMETERS
UNI. ESS NOTED OTHERWISE,
TH¡5 SÏANDARD 15 SUBJECTTO CHANGE,
CONFIRMATION SHOULD BE MADË PRIOR
TO CONSTRUCTION.
Subdivision & Development Servicing Bylaw 1223,2008
SEWER CLEANOUT DETAIL
FOR 150mm & 200mm DIA
SANITARY SEWER TERMINALS
APP'D
GötÞËx
^J¡Ãuî11þEçç0tt#ï n '
DATE
REVTSTONS
BY
SCALE
NTS
FILE ID
E-4
45. LONG
RADIUS BEND
SEWER SERVICE PIPE MIN
GRADE = 2.0% FOR 100mm
OR 1.0% FOR l50mm DIA
RISER PIPE
FT(,il
¡E
æuØ
E
UNDISTURBED SOIL
RISERTYPE SERVICE
45" LONG
RADIUS BEND
NOTES:
MANUFACTURED
BRANCH WYE
SEWER SERVICE LINES SHALL HAVE A MINIMUM DEPTH
OF COVER OF l.5m AT PROPERTY LINE.
WHEREVER PO55IBLE, SEWER AND WATER SERVICE
LINES SHALL BE INSTALLED IN THE SAME TRENCH.
BEDDING SAND
22.5" MtN - 45'MAX
PIPE SURROUND BEDDING AS
SPECIFIED FOR SEWER MAIN
PROPERTY
LNE
50mmX]00mm STAKE
PAINTED GREEN PLACED
BETWEEN PLUG & PL
WITH DEPTHTO SERVICE
AND SERVICE SIZEWRITTEN
ON STAKE
l.0rr
45" LONG
RADIUS BEND
Ë
Eoo\o
PLAN
MANUFACTURED
BRANCH WYE
45" LONG
RADIUS BEND
INsTALL APPROVED
CLEANOUTWYE C/W
RISER AND SECURE CAP
E
Eoo
Or
--f
MANUFACTURED
BRANCH WYE
PLUG
UNDISTURBED SOIL
SEWER SERVICE PIPE MIN
GRADE = 2.0% FOR 100mm
OR 1 .0% FOR 'l50mm DIA
PIPE SURROUND BEDDING AS
SPECIFIED FOR SEWER MAIN
NON-RISERTYPE SERVICE
t_:i
I (
r__l
Subdivision & Development Servicing Bylaw 1223,2008
TYPICAL SEWER
SERVICE CONNECTION
CPP'C
GötÞex
nKeúqrlwlþKírf N'
DATE
REVISIONS
BY
DATE
2008{3-r 3
SCALE
NT5
FILE ID
E-s
NOTES:
640mmx375mm CATCH BASIN
FRAME AND GRATE
APPROVED PATTERNS;
DOBNEY B1 9A FRAME AND GRATE OR APPROVED EQUAL
MlN.WT.GRATE 68k9. (l s0lbs)
MlN.WT. FRAME 86kg (1 90lbs)
GRATE5 AVAILABLE IN BOTH LEFTAND RIGHT HAND
CASTING SPECI FICATIONS;
THE CASTING SHALL BETRUETO PATTERN AND FREE
FROM CRACKS, GAS HOLES, FLAWs, AND EXCESSIVE
SHRINKAGE. SURFACES OF THE CASTING SHALL BE
FREE FROM BURNTON SANDAND SHALL BE REASONABLY
SMOOTH. RU NNERS, RISERS, FINS, AND OTHER CAST ON
PIECES SHALL BE REMOVED IN OTHER RESPECTS. THE
CASTI NGS SHALL CON FORM TO WHATEVER POINTS MAY BE
SPECIALLY AGREED UPON BETWEEN THE MANUFACTURER
ANDTHE ENGINEER
FRAME MATERIAL SPECI FICATION;
cAsr tRoN A.s,T.M.A48-64 CLA55 20
PLAN
GRATE MATERIAL SPECIFICATION;
DUCTILE IRON A.S,T.M.4.44s-63T OR CAST STEEL-
GRADE 60-90 (TABLE il A.S.T.M. DEs.A-148-46T)
FINISHED GRADE
PRECAST RISER RINGS -
MIN. 1 ROW MAX.3 ROWS
150mm REINFORCED LID
TO SUIT H.2O LOADING
CB LEADS TO BE SDR -
35 MlN.200mm dia WITH
900mm MIN COVER
MIN.2%GRADE
->
PRECAST CATCH BASIN BARREL
CAA/ REINFORCED BASETO
CONFORMTOASTM C478
(LATE5T EDITION)
SECTION
GROUT ALL AROUND
Ê
E
\o+
900mm
I
Subdivision & Development Servicing Bylaw '1223,2008
TYPICAL STORM
SEWER CATCHBASIN
TYPE I
BY
APP'D
DATE
2008{3-13
SCALE
NT5
FILE ID
F-1
TOltz¡¡
oF
G
\I
DATE
REVISIONS
I
t_
/
DOBNEY 81 9A CB FRAME AND
GRATE OR APPROVED EQUAL
=o
JL
Lozo
bU&õ
I
t.
I
I
rl Ì-
I
i
PLAN
CONCRETE SIDEWALK
AND CURB & GUTTER
uz
=
trtÉfU
GROUT
25mm
E
E
N
ASPHALT
CRUSHED GRAVEL
STD. PRECAST REINFORCED LID
'l50mm, H-20 LOAD RATING
CB LEADSTO BE sDR -
35 MlN.200mm dia,900mm
MIN COVERWITH FLEX
JOINT MAX soomm FROM CB
E.!
MIN.2%GRADE
---.>
PRECAST 1.2 m CB BARREL
C/W REINFORCED BASETO
CONFORMTOASTM C478
(LATEST EDITION)
150mm CRUSHED GRAVEL
a
SECT¡ON
900mm
-
E
Eo
\o$
360 X 640mm
OPENING
CENTERED
ON BARREL
Subdivision & Development Servicing Bylaw 1223,2008
MOUNTABLE CURB
STANDARD CATCHBASIN
DETAIL
DATE
2008{3-13
SCALE
NT5
FILE ID
F-2
GötÞËx
ñtcÌ.Í?qrtw(z.r,ilf rÂ'
DATE
REVISIONS
BY
APP'D
l¡
Y
]
\ I
/
\
L
Pq
í
sf
v,
FILL CONCRETE
DOBNEY B19A SQUARE CB FRAME AND
GRATE OR APPROVED ROUND EQUAL
-t*
UoaC
2
PLAN
FILL CONCRETE
STD. PRECAST REINFORCED LID
150mm, H-20 LOAD RATING
CB LEADS TO BE SDR.
35 MlN.200mm dia,900mm
MIN COVERWITH FLEX
JOINT MAX 5OOmm FROM CB
ç
4.1
MIN.2%GRADE
+
PRECAST 1.2 m CB BARREL
C/W REINFORCED BASETO
CONFORMTOASTM C478
(LATEST EDITION)
150mm CRUSHED GRAVEL
SECTION
900mm
-
E
E
@
<.
OPENING
CENTERED
ON BARREL
Subdivision & Development Servicing Bylaw 1223,2008
OPEN DITCH
STANDARD CATCHBASIN
DETAIL
APP'D
GötÞÉx
ñKãtqltMuØilÈt
IM'
DATE
REVISIONS
BY
DATE
2008-03-1 3
SCALE
NTS
FILE ID
F-3
NATIVE BACKFILL
OR AS SPECIFIED
sóOmm dia CAST IRON MH FRAME & LID STAMPED STORM
DOBNEY C2- H-20 LOAD RATING OR APPROVED EQUAL
PRECAST RINGS
2 MIN, 5 MAX.
FIN. GRADE
200mm PVC 5DR35 PIPE
0.9m MIN COVER
ouE
l
c)u
æ
Tt-Èuô
STANDARD COUPLING
300mm MAX CLEARANCE
t
FILTER CLOTH ENCLOSING
DRAIN ROCKTEXELT6O9
OR APPROVED EQUAL
TYPICAL STORM SEWER
CB - SEE DETAIL
PRECASTSECTIONS t200mm LD., 100mm
WALLS.75 x 1 5omm HOLES SPACED
VERT. 150mm O.C. HORZ.200mm O.C.
-l
100
12.5 t*
43.75
43,75
n
c.]
f-
oÐ
JOINT DETAIL
I
SEE JOINT DETAIL
l600mm DIA l50mmTH|CK
PRECAST REINFORCED SLAB
o
3 ga. HORIZ. @ 75mm OC
3 ga.VERT.@ 75mm OC
38mm DRAIN ROCK REQUIRED lF BASE
15 UNSTABLE.CORNERS
TO BE SQUARE.
EXCAVATION BACKFILLED WITH
75 - 200mm DIA DRAIN ROCK.
VOLUME DETERMINED PER SCHEDULE F.
O
O
r
rso -*l
O
rôN
A
SECTION - DRYWELL
100
SECTION - BARREL
STD. PRECAST
REINFORCED LID
150mm, H-20
LOAD RATING
IE tE
EI
E
EE
ttr tE
ttr tE
t- IE
rtr El
l-lrrl
L=jJ
tft
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l200rnnr
I BARREL SOLID
WALL SUMP
Subdivision & Development Servicing Bylaw 1 223,2008
STANDARD DRYWELL
DETAIL
BY
APP'D
DATE
2008{3-13
5CALE
NTS
FILE ID
F-4
GöTÞEX
l\"t*11? ltoæ(rffifnl
N -
DATE
REVISIONS
STANDARD CURB
AND GUTTER
U
cro)
+
(t
z
=o
É.IJ
uô-oJvl
+
NOTE:
START FLATTENING CROWN
'I 5m FROM INVERT CROSSING
+
SLOPE
+
SLOPE
+
SLOPE
CONTRACTION
300mm DEEPTOOLED
CONTRACTION JOINTS AT
3000mm INTERVALS (TYP)
FELTS (TYP)
PLAN VIEW
27.5MPa CONCRETE
4 X 1 OM BARS (TYP)
ç
E
Eon
MATCH ASPHALTSURFACE
E
En
¡-.-
50mm
E
Eo
300rnm
1000mm
SECTION A-A
Subdivision & Development Servicing Bylaw 1223, 2008
TYPICAL CONCRETE
INVERT ROAD CROSSING
cçåät*4x
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
SCALE
NT5
FILE ID
F-s
a
\
ì
t
o
a
o
1Omm GALVANIZED
BARS ON 75mm GRID
GALVANIZED
FLAT BAR
GALVANIZED
BOLTS
1220
WELD
on$
+o
oo\o
50mm LIP
ELEVATION
SECTION A-A
600
200
D
200
600
NOTES
1. ALLWALLS &SLABS 200mm.
2. CONCRETE MlN.20 MPa.
3. BASESHALL BE l5omm COMPACTED
PIT RUN.
4. REINFORCING WALL SHALL BE 15M @
3OO EACH WAY, EACH WALL & SLAB MIN.
BOND LENGTH ON CORNER BARS 46Omm.
c.lN
s. PLACE RIP RAP 300mmTH|CKFORMlN
5m FROM INLET & OUTLET SRUCTURE.
RIP RAP REQUIREMENTS SHALL BE
CONFIRMED BY DESIGN ENGINEER.
D+ 1600
PLAN
o8
øv
/
Subdivision & Development Servicing Bylaw 1223,2008
CONCRETE OULET
STRUCTURE
GötÞsl.[
ñK'tvtîrîæUoffifrtt
1Â-
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
SCALE
NTS
FILE ID
F-6
GALVANIZED STEEL
tl
o19=
PLAN VIEW
END SECTIONS SHALL BE AS
FABRICATED BY CMP PIPE
MANUFACTURER
RIP RAP REQUIREMENTS
TO BE SPECIFIED BY
DESIGN ENGINEER,
ELEVATION
UNITS ARE IN MILLIMETERS
UNL ESs NOTED OTHERWISE.
THIs 5JANDARD 15 SUBJÉC1 TO CHANGE,
CONFIRMATION SHOI,JLD BE MADE PRIOR
TO CONSTRUCTION.
Subdivision & Development 5ervicing Bylaw 1223,2008
TYPICAL MANUFACTURED
END SECTION
APP'D
BY
SCALE
NT5
FILE ID
F-7
GötÞËx
ñtataaqltþ&,\2{*tf ü'
DATE
REVISIONS
2.5m
2.5m
5" RISE
s" RtsE
60mm DlAx200mmTENON
60mm DIAX
200mmTENON
OCTAGONAL SECTION
I1 GAUGE MILD STEEL
STANDARD
OCTAGONAL SECTION
1I GAUGE MILD STEEL
STANDARD
Ec
co
E
t..
F.
HAND HOLE
HAND HOLE
290mm BCD OR
205mm BOLT SQUARE
290mm BCD or
205mm BOLTSQUARE
SERVICE BASE c/w PADLOCK
HASP ATTOP OF DOOR
o
6
380mm B.C.D.OR 2ó9mm BOLT
SQUARE INTERNAL MOUNT
ANCHOR BASE
DETAIL SEE G5
TYPE A
TYPE B
NOTES
1 .
POLES AND SERVICE BASES TO BE ZINC CHROMATE PRIMED AT FACTORY AND PAINTED AFTER ERECTION
WITH ONE COAT OF GREEN TREMCLAD.
2. BASEBOLTCOVERSTOBEUSEDONTYPE'B'POLESONLY. r, i
: ,t ,:, :r: , i
.
3. INSTALLATIONOFCONCRETEPOLESWILLBECONSIDEREDUPONREQUEST. :rr,
, rii,'l
Subdivision & Development Servicing Bylaw 1223,2008
TYPICAL COMMERCIAL
STREET LIGHTING
TYPE'A'&TYPE'B'
FILE ID
G-1
GötÞÉx
ñw,tqltMVtx¡rãV rÂ'
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
SCALE
NTS
O RNAMENTAL STREETLIGHT TO BE
APPROVED BYTHE TOWN ENGINEER
73.0mm x 63.5mm DIA STD. PIPE
OR 76.0mm O.D. PIPETENON
OCTAGONAL SECTION
1I GAUGE MILD STEEL
STANDARD
OCTAGONAL SECTION
I I GAUGE MILD STEEL
STANDARD
E
Olan
Eo
\('
HANDHOLE
HANDHOLE
24lmm BCDOR
171 mm BOLT SQUARE
241 mm BCD OR 171mm
BOLTSQUARE
SERVICE BASE c¡w PADLOCK
HASP ATTOP OF DOOR
E
380mm BCD OR 269mm BOLT
SQUARE INTERNAL MOUNT
r,
NOTES
l.
2.
TYPE C
TYPE D
POLES AND SERVICE BASES TO BE ZINC CHROMATE PRIMED AT FACTORY & PAINTED AFTER
ERECTION WITH ONE COAT OF GREEN TREMCLAD.
INSTALLATIONOFPOST-TOPSTREETLIGHTINGREQUIRESAPPROVALINADVANCE.
II; ii;,1 Ii
'II].Ii:'I] iI:..
iÌl:,
, 't'i
r1 lri'\',ri,i
Subdivision & Development Servicing Bylaw 1223,2008
TYPICAL RESIDENTIAL
STREET LIGHTING
TYPE'C'&TYPE'D'
CPP'D
BY
DATE
200843-13
SCALE
NTS
FILE ID
G-2
T O\/I/N
O F
G
DATE
REVISIONS
+2,50m
5" RISER
-I
60mm DIAX
200mm TENON
OCTAGONAL SECTION
11 GAUGE MILD STEEL
STANDARD
Ec
co
HANDHOLE
290 BCD OR
205 BOLTSQUARE
ANCHOR BASE DETAIL
sEE DWG,G-5
TYPE E
NOTES
1. POLES AND SERVICE BASESTO BE ZINC CHROMATE PRIMED AT FACTORY
& PAINTED AFTER ERECTION WITH ONE COAT OF GREEN TREMCLAD.
2. BASE BOLT COVERS TO BE USED ON TYPE 'F' POLE ONLY.
3. INSTALLATION OF CONCRETE POLES WILL BE CONSIDERED UPON REQUEST
Subdivision & Development Servicing Bylaw 1223,2008
DOUBLE DAVIT
STREET LIGHT
TYPE'E'
GöËÞËX
ñKãlgltw\ra#t
N'
DATE
REVISIONS
BY
APP'D
FILE ID
G-3
DATE
2008{3-13
SCALE
NTS
5" RISER
J
60mm DIAX
200mm TENON
OCTAGONAL SECTION
11 GAUGE MILD STEEL
STANDARD
Eoq
F.
HANDHOLE
290 B.C.D.OR
205 BOLTSQUARE
SERVICE BASE c/w PADLOCK
HASP ATTOP OF DOOR
E
qo
380mm B.C.D.OR 2ó9mm BOLT
SQUARE INTERNAL MOUNT
ANCHOR BASE
DETAL SEE G5
TYPE F
NOTES
1. POLES AND SERVICE BASES TO BE ZINC CHROMATE PRIMED AT FACTORY
& PAINTED AFTER ERECTION WITH ONE COAT OF GREEN TREMCLAD.
2. BASE BOLT COVERSTO BE USED ON TYPE 'F' POLE ONLY.
3. INSTALLATION OF CONCRETE POLES WILL BE CONSIDERED UPON REQUEST.
Subdivision & Development Servicing Bylaw 1223,2008
DOUBLE DAVIT
STREET LIGHT
TYPE'F'
G\{
DATE
REVISIONS
BY
APP'D
DATE
2008{3-13
sCALE
NT5
FILE ID
G-4
75mm DIA. RIGID SCEPTER PVC
CONDUIT. MAX. 3.0m LENGTH.
FOR TYPES 'B' AND 'F' ONLY.
50
50
NOTES
1, INCOMING SERVICE INSTALLEDTO BC HYDRO STDS,
2, FOR BCD & SQUARE BOLT PATTERN DIMENSIONS
FORTYPE B SEE Gl FORTYPE D SEE G2.
3. Tsmm dia CONDUITONTYPE B & FONLY.
GROUNDTERMINAL
o
æ
Oas
o
h
50mm DlA. RIGID SCEPIER PVC
CONDUIT. MAX. 3.0m LENGTH. (TYP)
THREAD EXPOSURETO SUIT
SERVICE BASE MAX.50mm
75mm DIA. RIGID SCEPTER PVC
CONDUIT. MAX. 3.Om LENGTH.
FORTYPES'B' AND'F' ONLY.
TOP OF BASETO BE 5Omm
ABOVE FINISHED GRADE
CONDUIT EXPOSURETO BE lOOmm
TROWEL FINISH TOP & SIDES
5mm RADIUS ALL EDGES
:)
25mm DIA.ANCHOR BOLTS.4 REQ'D
TOP 300mmTO BE GALVANIZED
oon
PRECAST OR CAST IN PLACE TRAPEZOIDAL BASE
20MPa CONCRETE AT 28 DAYS (PER CSA 423:1)
EXPOSURE CLASS '8.'ZIóOmm DIA. SONGTUBE
BASES WILL BE CONSIDERED FOR POST-TOP
INSTALLATIONS UNLESS SOIL CONDITIONS
DICTATE OTHERWISE.
NO,6 SOLID GROUNDWRETO A COPPERWELD
PLATE ELECTRODE HAVING NOT LESS THAN
0.06 tN THtcKNESS.
o
h
I
u¡
--f
¡¡--tt--tr
t¿ _ _.
'_
_ tu
ZI
t,
tl
ll
r.i
tl
ll
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ri
lrtl
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t.: \
f:.
l.'
.t j'
.t r'
t'
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t:
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n(:'t
{
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t'l
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lr
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.! 1_ -'.
,l -'L
Subdivision & Development Servicing Bylaw 1223,2008
TYPICAL STREET LIGHT
ANCHOR BASE
TYPES A, B, E & F.
APP.D
GötÞsx
N<eøç riwt-rYituf rÁ '
DATE
REVISIONS
BY
DATE
200843-13
SCALE
NT5
FILE ID
G-s
600
50mm RIGID
PVC CONDUIT
SEE G2 FOR BCD AND BOLT
SQUAREFORTYPEC&D
25mm DIA
ANCHOR BOLTS
PLAN
U
¡U
-ËE
9õ
2rù
600
25mm x.9m ANCHOR BOLTS
(4 REQ'D)
5I mm BEVEL
oo\o
50mm RIGID PVC
CONDUIT BEDDED
IN SELECT BACKFILL
oo
\o
30 MPa @ 28 DAYS
CONCRETE BASE
SECTION
ø
o
L-ì
n I r.
¡ r^
ù I lt
I l^
o I ll
I ro
't r:
"
I l'
' I t:
nI to
lç
n;'
Äl
.t
,t
.l
ol
'I
ol
I
Subdivision & Development Servicing Bylaw 1223,2008
CYLI N DRICAL STREET LIGHT
POLE BASE
TYPEC&DSTREETLIGHTS
APP'D
GötÞsx
^]<rw9ñw(tun#(¡
il'
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NT5
FILE ID
G-6
SERVICE AND CONTROL
EQUIPMENT ACCESS COVER
STREET LIGHT POLE
somm RIGID CONDUITSET
INTO POLE FOUNDATION
FINISHED GRADE
z
=
O\o
N
STANDARD 5Omm GALVANIZED OR
PVC CONDUITTO BE CONNECTED
TO KIOSKAS SHOWN ON PLANS
SECTION DETAIL
AT POLE
380 MlN.
¿ãa\o
N
t
oo
n
N
RIGED CONDUIT
SAND BEDDING
SECTION
TRENCH
Subdivision & Development Servicing Bylaw 1 223,2008
STREET LIGHT UNDERGROUND
CON DU IT I NSTALLATION AN D
POWER CONNECTION
APP'D
cçåttæx
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NT5
FILE ID
G-7
a--()
., -/
l!
I
I
I
I
I
I
I
I
I
)
/l
I
I
I
I
---/
/
( .'
\
\_
\X
( '.,
-T-
_ r\
TRIANGULAR WASHER
SECTION B-B
OCTAGONAL STANDARD
NUT COVER
GALVANIZED BOLT C/W
LOCKWASHER & NUT
CUP WASHER A5 REQUIRED
TRIANGULAR WASHER
HANDHOLE COVER PLATE
ANCHOR BOLTS
ALUMINUM FRANGIBLE BASE
LEVELING SHIM AS REQUIRED
CONCRETE POLE BASE \
_l- -: t-- i.¡-,_i.n,._i "-¡- 1:-, r-: ¡ ,1,.,:1,
NOTE
USE LUBRIPLATE OR OTHER APPROVED GREASE ON ALLTHREADS.
-
I
l_
B
l\¡l-\
t
--t-
Subdivision & Development Servic¡ng Bylaw 1223,200B
FRANGIBLE BASE
DETAILS
APP'D
BY
DATE
2008{3-13
SCALE
NT5
FILE ID
G-8
TO\¡f/N
OF'
G
DATE
REVISIONS
NOTES
I, WHERE MORETHAN ONE CIRCUIT
REQUIRED USE COMBINATION PANEL
ABOVE A5 SUPPLIED BYSQUARE D
2. POLE SYSTEM CAT. NO.TBH 4191
2-NO. 12 SOLTD
R90xLTO LIGHT
3. OPENWIRING PERMITTED
BUSS HEB-AA FUSEHOLDER
c/w BUSS lAO5lA BOOTS
&5 AMP FUSE
4, SERVICE NEUTRAL ISTO BE BONDED
TO ENCLOSURE AND GROUNDEDTO
ELECTRODE
5. INGROUNDJUNCTION BOXESWLL
NOT BE ALLOWED.SEE POLE & BASE
DWG. G6 FOR SERVICE BASE SPECS.
THIS IS REQD WHERE OVER 2
CONDUITS ENTER A POLE
CIRCUIT BREAKER OR
FUSED D¡SCONNECT
MAX 40 AMP BREAKER
6. CONDUCTORS BETWEEN POLES
TO BE RW9O
7, CONDUCTORSTO BE COPPER AND
SIZED ACCORDING TO CEC. MIN No.8
36'HIGH DISTRIBUTION
BASE c/w PADLOCK HASP
ATTOP OF DOOR
FLEXIBLE CONDUIT SIZED
ACCORDINGLYTO CEC&
BC HYDRO STANDARDS
No.8 GREEN STRANDED
BONDING CONDUCTOR
USE WATERTGHT CONNECTOR
TOJOIN CONDUITS
NO.6 SOLID GROUNDWIRE
TO A COPPERWELD PLATE
ELECTRODE HAVING NOT
LESS THAN 0.2 sqm OF
SURFACE AREA & SHALL
BE NOT LESS THAN
l.5mmTHlCKNE55
INCOMING SERVICETO
BC HYDRO STANDARDS
CONDUCTORS lN somm DIA RIGID CONDUIT
MAXIMUM 2 CURRENT CARRYING CONDUCTORS
:l
í
I
Subdivision & Development Servicing Bylaw 1223,2008
SERVICE BASEWIRING
SCHEMATIC FOR
12OV STREET LIGHT
APP'C
csåätæx
DATE
REVISIONS
BY
DATE
2008{3-13
SCALE
NTS
FILE ID
G-9
2-NO. 12 SOLTD
R90xLTO LIGHT
FUSE HOLDER-BUSs HEB-AA
c/w BUSS lA051A BOOTS &
5 AMP FUSE
HANDHOLE
J
cÉ,Fft!z
GROUNDING STUD IN POLE
9.s2smm(3/8")-16 NC,
dw NUT & 2 CADMIUM PLATED
No.8 GREEN STRANDED
BONDING CONDUCTOR
SOLDERLESS INSU LATED MARRETTE
TYPE CONNECTORS TAPED WITH BLACK
PVC TAPE AFTER INSTALLATION.
No.8 GREEN STRANDED
GROUNDWIRE
CONDUCTORSTO BE
RW90 MrN.NO.8
NO.6 SOLID GROUNDWIRETO A COPPERWELD
PLATE ELECTRODE HAVING NOT LESSTHAN
0.2 sqm OF SURFACE AREA & SHALL BE NOT
LESSTHAN I.5MMTHICK.
I
I:+
NOTES
I. MAXIMUM 2 CURRENTCARRYING CONDUCTORS
2. INGROUNDJUNCTION BOXESWILL NOT BE
ALLOWED. SEE POLE & BASE DWG. G6 FOR
SERVICE BASE SPECS. REQUIRED WHERE
OVER 2 CONDUITS ENTER A POLE.
3. CONDUCTORSTO BECOPPERAND SIZED
ACCORDINGTO CEC. MIN No.B STRANDED.
r''
Subdivision & Development Servicing Bylaw 1223,2008
HAND HOLE WIRING
SCHEMATIC FOR
12OV STREET LIGHT
GötÞËx
nK+tfl?rtøte\241#t iÃ'
DATE
REVISIONS
BY
APP'D
DATE
200843-13
SCALE
NT5
FILE ID
G-l0
24,7 STANDARD FORMS a) - e)
a) Climate Data and lntensity-Durat¡on-Frequency (lDF)
b) Digital Data Standards Specifications
c) Total Performance Certiffcate
d) Final Acceptance Certificate
e) Service Sheet
Town of Golden - Subdivision and Development Servicing Bylaw 1223
Town of Golden - Subdivision and Development Servicing Bylaw 1223
fl ã -JrlE
E E EdE
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Town of Golden - Subdivision and Development Servicing Bylaw 1223
1173u 10.tJft
ATHOSPf¡ERIç EtWIROrl.tEilT SEßVICE
SERVICE flE L"E,lìJIEU{l,lEl{ENT AT}|OSPf|ER.IQUE
RAINFALL INTEf.ISITY.DURATIOI{ FREQ,EI{ÇY ì/ALUES
IiITEÌ{SITE, Í}UREE ET FREQ[,EÍ,|CE DES PLUIES
DATA II'ITEGBATIOI'I D IVISIOI{
LA DIVISION DU TRAITEIIEI.TT DEs fx}ilNEES
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TABLE I
@LDE¡{
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t_l732lû
táTrrrpE 511t
L${GrTtÐE 11659
ELEVATTOH/ÁLTIr{JDE 783 H
*t* *f rþ+ttt*f rÞ*tt t*ltri *rtt* f f *tÈ{Ë **!t* **f t *Èlr**rl{r***ËÈ*t*rlrÞ *fÈ** frlülþt +*ìl***t**lt*r}
ì}tT Èt
YEAR 5 Xrr 10 Hrr'¡ 15 t.rH 30 ilIt'l 1 l'l
? H
6 Fl 12 H ¡4 il
AI{I*EE
1973
1974
1975
1976
L977
1978
1979
1981
1982
1983
1984
1985
t_986
1987
I.9EE
r_9E9
1990
6"9
2.4
5.3
11.9
3.6
5,3
3.7
3.0
4-2
5.8
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9.1
2.8
4.6
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4.3
I'IOTE:-99.9 INÐICATES I{sG DATA
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IIIÍ}IQUE HOI'{S DE 1û Ât,¡I,¡EES DE DONNEES ÐISFOiTIBLES
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I'{TEÎ{SITE. DTJREE ET FREqUEf{çE DES PLüIEs
Page 1
Town of Golden - Subdivision and Development Servicing Bylaw 1223
1173210"txt
*** *rþ** ***** ***rt **** {r *** t+**t t** l} }IOIENTSIHETHæE
**** ***rt *rÞ***t*tF*rEs ¡r${Er{Ts - 1990
GII'BEL - METTIû OF
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TÀBLE 2
COLDEI'¡
B.C"
1173210
LATITI'DE 5118
LOûTGITT.ÐE 11659
ELEVATIOYALTITUÐE 783 I,|
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RETURN PERI@ RAINFALL A'IOUNTS (ill)
PERIODE DE RETüJR qT¡A¡JTI'TIE5 DE PLUIE (1r{)
10
10
3
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5
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RETT.IBI{ PERI0D RAII{FALL BATES {E,I/HR)-gs'É Cq.¡FIÐEilCE' LIHITS
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118,3
+Í- 43.2
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ATIIOSPHERIC ETWIROTÜIENT SERVTCE
S ERVIEE DE L .. Ei.¡V I ROù{ilEilÉ{T ATIiIOSPTIËRI QT,[E
RAII{FALL I f'lTEl{ SITV -DURATIG{ FREQUEi¡CY VALUES
TIITEò¡SITE* DUREE EE FREq$.}EI{CE DES PLUIÉS
*** **** *****
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GLN4EEL - HETtloO CIF Hil{ENTS/uer*me
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TABLE 3
@LOEN
B.ç
eage 2
1173210
Town of Golden - Subdivision and Development Servicing Bylaw 1223
LATITTIE 511E
1171210.tr(t
L0r6rrN.ÞE 11659
**# *********rb*******
rtrþ**r**È****t********
ttf*****t
*ELEVATJfr{/ALTITIJDE 783 H
frlt *tlf*t***rF {F**t }*lr* r}* *tt *tt}*
rnrERpCILAyro{ EttrråTro{ / ecE¡¡r¡or o"rt{TERFoLATTff: .R - . * T r* E
R - F rû¡FA¡-r- ¡¡ïe / nn'ersrrE DE lj PLUIE {trl /HR)
T - TrllE r1{ }Í}uRs ,1 rerps El{ }|EURES
STATISTTCS
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ZYR
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50 YR lOO YR
Áf{5 At{s
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STD. DEl'. R
ECART-TYFE
sTD. ERROR
ERREUR STA¡DART¡
(OEFF. (A)
coEFFIeIEf.IT (A)
expq,¡err (¡)
EXFOSATIT (B}
XC¡T* X ERROR
$ Û'ERREUR
14.û 19.6 23.3 ?S"0 31.5 34.9
14.3 21.3 25.9 31.8 16.1 40.4
1.1 1.5 7..2 3,1 4.e
5.1
8.5 11.3 13.1 15.5 r7.2 18.9
-0.656 -0.6S7 -0.696 -0.703 "A-7QT -0"111
3.7 5.9 7.7 9.5 10.5 11.4
rage 3
Town of Golden - Subdivision and Development Servicing Bylaw 1223
(b) Digital Data Standards SpecìficatÍons
TOWN OF GOLDEN DIGITAL DATA STANDARDS SPECIFICATIONS FOR SUBDIVISION
SERVICING SUBMISSIONS
The Town of Golden Digital Submission Requirements requires all digital data submitted in a
format to be compatible with the Town's Geographic lnformation System (GlS) in addition to the
Engineering and Plans library system. This also includes video inspection information in video files
and related database files. lt is the intent of these requirements to allow CAD and other data to be
integrated into the Town's GIS while preserving the referential and positional accuracy of the
original measurements made. Prior to data submission it is recommended to discuss these
requirements with the Development Technician to facilitate problem free data transfer.
1.0 GIS data building and Archiving Purpose
o
Assist in implementing the town's GIS through the inclusion of improvements,
developments, subdivisions and other services related to the town works including development
proposals, parcel mapping, lnfrastructure, Study and Report Results relative to the subdivision.
o
To provide data that meets accuracy standards required for parcels and infrastructure
improvements consistent with the geodetic control network.
o
Provide information needed to maintain the 91 1 emergency dispatches.
¡
To allow for building and maintaining a digital data retrieval system or library.
2.0 Geodetic Control
Data shall be tied to Geodetic control network. The Town of Golden will make available all
Geodetic Control information to be used for survey purposes. All coordinate values for these
survey points shall be in UTM, North American Datum (NAD83), Zone 1 1. All measurements shall
be in Meters. BC control data can be found at; lntegrated Land Management Bureau (ILMB) on the
web aU http://ilmbwww.gov.bc.calbmgs/. The surveyor or engineer preparing the plans shall tie
into at least two of the above survey control network features. Positional accuracy of any digital
submission should be +/- 0.5m.
3.0 Data Formats
ln addition to standard paper documents, each engineering document/plan delivered to the Town
of Golden will be accompanied by digital files relating to that submission. Digital files to be
submitted include:
Metadata File
A text file containing the following data:
Town of Golden - Subdivision and Development Serv¡cing Bylaw 1223
a
o
a
o
o
o
a
Project Name and ld
Project Status (As-Constructed, Proposed, Design)
Street name and limits
Data Collection or Survey method, Ootal Station, GPS)
Surveying Company and Surveyor's name
Collected date (YMD)
Filename of CAD and Library files
CAD File
This file shall include all layers and graphic elements included in the submitted paper document
(geography, text, legend, scale, labels, etc.). This file will include features classified in the standard
layers defined in Section 4 Data Layering Requirements. lf the drawing contains layers that are not
included in Section 4, then a list of these layers shall also be submitted. The completed CAD
drawing file shall contain text in standard fonts that can be read without third-party software.
Data submission may be made in one of the following formats,
DGN V8 (Microstation design file)
DXF (drawing exchange file)
DWG R2002(AutoCAD drawing file)
Submissions may be considered in ArcView compatible format including SHP and Personal
Geodatabases at the discretion of the Development Technician. All digitalfiles must be mapped to
scale and submitted to the Town on DVD, CD-ROM, or via e-mail.
Library file
Library submission files shall be TIFF plus PDF format files conta¡n¡ng the paper version of the all
submitted As-Constructed plans. PDF format data may include layering. TIFF files may be
multipage TIFF format files. The resolution should be sufficient to reproduce clear plans to-scale
and include allfeatures shown on hard copy.
Video File
Video data should be in Windows Media player format and have the file id indexed in the Access
database. First video "frames" should include the Street, Date, MH from and to, Pipe reference, Pipe
Diameter and Pipe material.
Video Database File
Vídeo Database shall be in an Access format file with two main tables and will conform to accepted
Ínspection standards. The Header table and the Details table are the main tables. The Header table
contains the pipe information between MHs, a TOG unique Pipe lD and reference to the Video data
File lD. The Details table is related to the Header via the Pipe lD field and contains the pipe
information including connections and physical defects. Data format should be díscussed with
Town of Golden prior to inspection.
4.0 Data Layering Requirements
Town of Golden - Subdivision and Development Servicing Bylaw 1223
LEVEL/LAYER
LEVEL/LAYER NAME
DESCRIPTION
ln order to evaluate the accuracy and promote the efficient use of the data in the Town's GlS,
digital file layering has been standardized for incoming data. The digital data shall use the Town of
Golden layering scheme:
The Town of Golden layering scheme is subject to updates without notice. Updates may be found
at www.town.golden.bc.ca
5.0 Annotation
Annotation must be identical to the annotation submitted on the hardcopy filed with the Town of
Golden. All other miscellaneous annotation and information shall be placed on a unique layer
enabling ¡t to be filtered out.
6.0 Private Utilities
Private utilities will be accepted for any submission but shall be clearly labeled and put on a level
identifying it as private ownership.
7.0 Topologically Clean Data.
Vectors shall be topologically clean. Submissions will be rejected if not clean and therefore hamper
the data transition into the GlS.
8.0 Adjustments to these requirements
The Town of Golden maywaive or adjust requirements specified in the Digital Data Standards
Specifications upon finding these requirements do not apply or is contrary to the long-term
maintenance of the Geographic lnformation System or Digital Library of the Town of Golden.
Town of Golden - Subdivision and Development Servicing Bylaw 1223
(c) TotaÍ Pertonnance CeftÍfrcate
Replace w¡th TPCform
(d) FÍnal AeceBtance Certificate
Replace w¡th FAC Form
(el Servlce Sheet
Replace w¡th Service Sheet Form
24,7 STANDARD FORMS a)- e)
a) Climate Data and lntensity-Duration-Frequency (ÞF)
b) Digital Data Standards Specifications
c) Total Performance Certificate
d) FinalAcceptance Certifieate
e) Service Sheet
Town of Golden - Subdivision and Development ServicingBylaw 1223
(a) ClÍmate Data and Intensíty-DuratÍon-Frequency (IDF)
INTENSITE EN T'IM./HEUFIE
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Town of Golden - Subdivision and Development Servicin g Bylaw 1223
u73210.ü(t
ATI{O5PH ERIC Etü!/rRf}ifi Ef{T SERVTCE
SER.WCE DE L"EfWIROttNEilEI{T AT}rOsPr{ERrqUE
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TABLE 1
LATITTÍ}E 5118
GOLDEI{
L$GTTLtrE 11659
1973
L974
1975
1978
L977
1978
1979
19El
19E2
1983
1984
1985
1985
198r
1988
19EE
1990
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RAIN¡FALL II'¡TENSITY-DURATIq{ FREQUEI{CV I/ALIJES
I,{TEÎ{SITE, DÜREE ET FREQUEI{CE DEs PLUtrEs
eage I
Town of Golden - Subdivision and Development Servicing Bylaw 1223
TABLE 2
@LÐEN
B.C"
873210
LATTT|IOE 5118
LOÌ{GITU)E 1L659
ELEVATTOù{IALTTTUDE 7E3 1,{
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1173210
L - lrlETfllD OF HOilEl{Ts
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TABLE 3
GOLDEH
B "C,
nage 2
1173210
Town of Golden - Subdivision and Development Servicing Bylaw 1223
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eage 3
Town of Golden - Subdivision and Development Servicin g Bylaw 1223
(b) Dígítal Data Standards SpecÍfrcatíons
TOWN OF GOLDEN DIGITAL DATA STANDARDS SPECIFICATIONS FOR SUBDIVISION
SERVICING SUBMISSIONS
The Town of Golden Digital Submission Requirements requires all digital data submitted in a
format to be compatible with the Town's Geographic lnformation System (GlS) in addition to the
Engineering and Plans library system. This also includes video inspection information in video files
and related database files. lt is the intent of these requirements to allow CAD and other data to be
integrated into the Town's GIS while preserving the referential and positional accuracy of the
original measurements made. Prior to data submission it is recommended to discuss these
requirements with the Development Technician to facilitate problem free data transfer.
1.O GIS data building and Archiving Purpose
o
Assist in implementing the town's GIS through the inclusion of improvements,
developments, subdivisions and other services related to the town works including development
proposals, parcel mapping, lnfrastructure, Study and Report Results relative to the subdivision,
o
To provide data that meets accuracy standards required for parcels and infrastructure
improvements consistent with the geodetic control network.
r
Provide information needed to maintain the 911 emergency dispatches.
¡
To allow for building and maintaining a digital data retrieval system or library.
2.O Geodetic Control
Data shall be tied to Geodetic control network. The Town of Golden will make available all
Geodetic Control information to be used for survey purposes. All coordinate values for these
survey points shall be in UTM, North American Datum (NAD83), Zone 11. All measurements shall
be in Meters. BC control data can be found at; lntegrated Land Management Bureau (ILMB) on the
web at; http://ilmbwww.qov.bc.calbmgs/. The surveyor or engineer preparing the plans shalltie
into at least two of the above survey control network features. Positional accuracy of any digital
submission should be +/- 0.5m.
3.O Data Formats
ln addition to standard paper documents, each engineering document/plan delivered to the Town
of Golden will be accompanied by digital files relating to that submission. Digital files to be
submitted include:
Metadata File
A text file containing the following data
Town of Golden - Subdivision and Development ServicingBylaw 1223
a
a
a
a
o
o
a
Project Name and ld
Project Status (As-Constructed, Proposed, Design)
Street name and limits
Data Collection or Survey method, (Total Station, GPS)
Surveying Company and Surveyor's name
Collected date (YMD)
Filename of CAD and Library files
CAD File
This file shall include all layers and graphic elements included in the submitted paper document
(geography, text, legend, scale, labels, etc.). This file will include features classified in the standard
layers defined in Section 4 Data Layering Requirements. lf the drawing contains layers that are not
included in Section 4, then a list of these layers shall also be submitted. The completed CAD
drawing file shall contain text in standard fonts that can be read without third-party software.
Data submission may be made in one of the following formats,
DGN V8 (Microstation design file)
DXF (drawing exchange file)
DWG R2002(AutoCAD drawing file)
Submissions may be considered in ArcView compatible format including SHP and Personal
Geodatabases at the discretion of the Development Technician. All digital files must be mapped to
scale and submitted to the Town on DVD, CD-ROM, or via e-mail.
Library file
Library submission files shall be TIFF plus PDF format files containing the paper version of the all
submitted As-Constructed plans. PDF format data may include layering. TIFF files may be
multipage TIFF format files. The resolution should be sufficient to reproduce clear plans to-scale
and include allfeatures shown on hard copy.
Video File
Video data should be in Windows Media player format and have the file id indexed in the Access
database. First video "frames" should include the Street, Date, MH from and to, Pipe reference, Pipe
Diameter and Pipe material.
Video Database File
Video Database shall be in an Access format file with two main tables and will conform to accepted
inspection standards. The Header table and the Details table are the main tables. The Header table
contains the pipe information between MHs, a TOG unique Pipe lD and reference to the Video data
File lD. The Details table is related to the Header via the Pipe lD field and contains the pipe
information including connections and physical defects. Data format should be discussed with
Town of Golden prior to inspection.
Town of Golden - Subdivision and Development Servicin g Bylaw 1223
4.0 Data Layering Requirements
ln order to evaluate the accuracy and promote the efficient use of the data in the Town's GlS,
digital file layering has been standardized for incoming data. The digital data shall use the Town of
Golden layering scheme:
The Town of Golden layering scheme is subject to updates without notice. Updates may be found
at www.town.golden.bc.ca
5.0 Annotation
Annotation must be identical to the annotation submitted on the hardcopy filed with the Town of
Golden. All other miscellaneous annotation and information shall be placed on a unique layer
enabling it to be filtered out.
6.O Private Utilities
Private utilities will be accepted for any submission but shall be clearly labeled and put on a level
identifying it as private ownership.
7.0 Topologically Clean Data.
Vectors shall be topologically clean. Submissions will be rejected if not clean and therefore hamper
the data transition into the GlS.
8.O Adjustments to these requirements
The Town of Golden may waive or adjust requirements specified in the Digital Data Standards
Specifications upon finding these requirements do not apply or is contrary to the long-term
maintenance of the Geographic lnformation System or Digital Library of the Town of Golden.
LEVEL/LAYER NAME
DESCRIPTION
LEVEL/LAYER
Town of Golden - Subdivision and Development ServicingBylaw 1223
C.TOTAL PERFORMANCE CERTIFICATE
ToG File lD:
Project lD:
Contractor:
Agreed Value (5)
Agreed Value (5)
Agreed Value (5)
Agreed Value (5)
Agreed Value (5)
A - BY OWNERS ENGINEER
l,
, Peng. of the firm of
hereby certify that the work as constructed generally
conform to plans and specifications approved pursuant to the Town of Golden 5ubdivision and Development Bylaw No. l223 and that ¡t ¡s
complete. I hereby recommend this work for approval by this Total Performance Certificate.
Drawing lD:
lnspector
Signing Officer
Dote
B - BY THE TOWN OF GOLDEN
Recommended for Approval
20
Field Services
Approved on
20
Manoger ofOperat¡ons
List of Defìciencies (to be completed before a release of security and start of maintenance period)
Project:
Owner:
Engineer:
C - BY OWNERS ENGINEER
I hereby certify thât the items listed as
defìciencies have now been corrected.
Peng
D - BY THE TOWN OF GOLDEN
Recommended for Approval
20
Approved on
20
Maintenance Period to Expire
E-TOWN OF GOLDEN INTERNAL
Maintenance Bond/Letter ofCredit Filed and Date
flagged with Manager of Finance
E See Attached
Deficiencies List
List Name
Dote
Field Servíces
Manager ofOperations
Date (YMD)
Maintenance Bond/Letter of Cred¡t Released by
Manager of Finance
CFO
Date
cFo
Date
Project:
Owner:
Engineer:
D.FINAL ACCEPTANCE CERTIFICATE
ToG File lD:
Project lD:
Contractor:
Agreed Value (5)
Agreed Value (5)
Agreed Value (5)
Agreed Value (5)
Agreed Value (S)
Ma¡ntenance Period Expiry Date:
A - BY OWNERS ENGINEER
, Peng. ofthe firm of
hereby certiff that any deficiencies which have occurred
during the Maintenance Perioc which are attributable to faulty materials or workmanship have been satísfactorily corrected. I hereby recommend
this workfor approval by this Final Acceptance Certificate.
Drawing lD:
lnspector
Signing Officer
Dote
B - BY THE TOWN OF GOLDEN
Recommended for Approval
20
Field Seruices
Approved on
20
Manager of Operations
Lìst of Deficiencies (to be completed prior to issuance of Final Acceptance Certifìcate.)
E See Attached
Deficiencies List
List Name
C - BY OWNERS ENGINEER
I hereby certiô/ that the items listed as
defìciencîes have now been corrected.
Peng
Date
D - BY THE TOWN OF GOLDEN
Recommended for Approval
20
Field Seruices
Manager ofOperotions
Approved on
20
E.TOWN OF GOLDEN INTERNAL
Ma¡ntenance Bond/Letter ofCredit Filed and Date
flagged with Manager of Finance
Maintena nce Bond/Letter of Credit Released by
Manager of Finance
FORMSrlsx
CFO
Dote
cFo
Date
E-SERVICE SHEET
Subdivision
Street
Address No.
Firm Name
Engineer
ToG File lD
lN EASE (Y/n)
INSTALL DATE
(YMD)
MAIN TYPE& SIZE
CONNECTION
ryPE AT MAIN
SERVICE TYPE &
stzL
DISTANCE -
PROPERTY LINETO
MAIN
STOP LOCATION
FROM PROPERTY
LINE
MAIN DEPTH
5ERVICE DEPTH AT
PROPERTY LINE
SERVICE DIR &
DIST FROM MH &
MH ID
DESC OF SERVICE
LOCATION
COMMENTS
Sketch
WATER
PID
Roll
Lot
Block
Plan
SANITARY