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THE CORPORATION OF THE CITY OF
SUBDIVISION AND DEVELOPMENT
BYLAW 2004-81
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
TABLE OF CONTENTS
PAGE 1 OF 1
BYLAW 2004-81
NOVEMBER 2004
TABLE OF CONTENTS
Forward
Bylaw
Schedule "A" - Submissions & Approvals
Schedule "B" - Appeal Process
Schedule "C" - Subdivision Early Registration Agreement
Schedule "D" - Building Permit Servicing Agreement
Schedule "E" - Quality Control and Assurance
Schedule "F" - Warranty Agreement
Schedule "G" - Design Criteria
Design Criteria Section 00100 - Water Systems
Design Criteria Section 00200 - Sanitary Sewer
Design Criteria Section 00300 - Storm Drainage
Design Criteria Section 00400 - Roads
Design Criteria Section 00500 - Hillside Developments
Design Criteria Section 00600 - Electrical
Design Criteria Section 00700 - Standard Detail Drawings
Schedule "H" - Construction Criteria (MMCD Supplements)
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
FORWARD
PAGE 1 OF 2
BYLAW 2004-81
NOVEMBER 2004
1.0
PREFACE
1.1
This bylaw is an update to Subdivision and Development Bylaw 88-47. The City has made
every effort to incorporate current design criteria based on provincial standards and localized
conditions. It is our goal to see development occur in a fashion that respects the vision of the
Official Community Plan, the environment, and the citizens of Penticton.
With this bylaw the City adopts the Master Municipal Construction Document published by the
Master Municipal Construction Documents Association. Other significant additions include a
Submission and Approval section and a Hillside Development section.
2.0
GUIDELINES FOR USE
2.1
This bylaw sets out the minimum acceptable standards for the design and construction of
municipal infrastructure within the City of Penticton. This bylaw is not a design manual or a
construction specifications manual. It is the responsibility of the Owner to employ the services
of a Consulting Engineer to ensure that the standards stipulated herein are adhered to.
3.0
UPDATE PROCESS
3.1
The update process for Subdivision and Development Bylaw 88-47 started in 1998 with a
review of the Master Municipal Construction Document. In 1999, a review was completed of
servicing requirements, and in 2001 a draft of the bylaw was complete. The draft was
reviewed internally in 2002 and presented to the public in 2003.
In 2004, Shawn Boven, AScT, City of Penticton Engineering Technologist was assigned the
task of completing the bylaw and was dedicated to it full time. Significant accomplishments
were made in 2004 based on new input and feedback from various City departments including
Engineering, Public Works, Electrical, Planning, and Parks. Mr. Boven was instrumental in
bringing the bylaw to successful completion through coordination of efforts, organization of
meetings and achieving resolution to outstanding issues. Mr. Boven reviewed, formatted, and
consolidated pertinent information into the bylaw.
4.0
ACKNOWLEDGEMENTS
4.1
The City of Penticton would like to acknowledge the following individuals for their efforts in the
development of this bylaw.
4.1.1
Mr. Mitch Moroziuk, P.Eng, MBA, Director of Development and Engineering Services.
4.1.2
Mr. Marty Willfong, P.Eng, City Engineer.
4.1.3
Mr. Roy Christensen, Design Supervisor.
4.1.4
Mr. Len Robson, AScT, Public Works Manager.
4.1.5
Ms. Donna Butler, City Planner.
4.1.6
Mr. Terry Andreychuk, Electrical Utility Operations Manager.
4.1.7
Ms. Debbie Bjorndal, Public Works Secretary.
4.1.8
Mr. Ed Harris, Electrical Utility Technician.
4.1.9
Mr. Shawn Boven, AScT, Engineering Technologist.
4.1.10 Mr. Darryl Haddrell, Development Technician.
4.1.11 Mr. Ben Sajna, CAD Technician.
4.1.12 Ms. Chandra Moncrieff, AScT, Engineering Technologist.
4.1.13 Ms. Evelyn Pisio, Development Services Secretary.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
FORWARD
PAGE 2 OF 2
BYLAW 2004-81
NOVEMBER 2004
4.1.14 Ms. Julie Holowaty, Planning Secretary
5.0
ENQUIRIES
5.1
It is the City of Penticton's intention to periodically update and/or expand the Subdivision and
Development Bylaw to reflect current technology and/or errors or omissions. Enquiries,
comments and suggestions are welcome and should be directed to:
City of Penticton
171 Main Street
Penticton, BC V2A 5A9
Attention: City Engineer
Marty Willfong, P.Eng, City Engineer
END OF SECTION
Subdivision and Development Bylaw No. 2004-81
Page 1 of 13
This is a consolidated bylaw prepared by The Corporation of the City of Penticton for convenience only. The city does
not warrant that the information contained in this consolidation is current. It is the responsibility of the person using
this consolidation to ensure that it accurately reflects current bylaw provisions.
THE CORPORATION OF THE CITY OF
PENTICTON
SUBDIVISION AND DEVELOPMENT
BYLAW
NO. 2004-81
Consolidated for convenience only.
Amended by Bylaw 2008-52 - August 5, 2008
Amended by Bylaw 2008-65 - October 20, 2008
Amended by Bylaw 2009-09 - Feb. 16, 2009 (Sch G)
Amended by Bylaw 2009-48 - Oct 19, 2009 (Sch G)
Amended by Bylaw 2009-77 (Sch E, Form 6 and 1.0 Engineering Requirements)
Amended by Bylaw 2010-41
Amended by Bylaw 2010-86 - Dec. 6, 2010
Amended by Bylaw 2013-25 - July 2, 2013
Subdivision and Development Bylaw No. 2004-81
Page 2 of 13
THE CORPORATION OF THE CITY OF PENTICTON
BYLAW NO. 2004-81
A BYLAW OF THE CORPORATION OF
THE CITY OF PENTICTON
SUBDIVISION AND DEVELOPMENT BYLAW
WHEREAS it is deemed advisable and expedient to regulate the provision of works and
services in connection with the subdivision and development of land within the City of
Penticton, pursuant to the powers granted by the Local Government Act:
NOW THEREFORE the Municipal Council of The Corporation of the City of Penticton in open
meeting assembled ENACTS as follows:
1.0
TITLE
1.1
This bylaw may be cited as the "Subdivision and Development Bylaw".
2.0
DEFINITIONS
2.1
In this bylaw and the schedules attached thereto, unless the content otherwise
requires:
2.1.1 "Applicant" means a person applying for the approval of a subdivision or
a building permit.
2.1.2 "Approving Officer" means a person appointed to that position by the
City under the Land Title Act.
2.1.3 "Building Official" means a person appointed to that position by the City
under Building Bylaw #94-45.
2.1.4 "Building Costs" means the cost of a development as established by
Schedule "A" to Building Bylaw #94-45.
2.1.5 "Building Permit" means a permit authorizing a development issued
under Building Bylaw # 94-45.
2.1.6 "Building Permit Servicing Agreement" means an agreement under
Section 940 of the Local Government Act as it applies to land being
developed.
2.1.7 "City" means The Corporation of the City of Penticton, or the land lying
within the corporate boundaries of The Corporation of the City of
Penticton, as the context may require.
Subdivision and Development Bylaw No. 2004-81
Page 3 of 13
2.1.8 "City Engineer" means the person appointed to that position by the City,
and their designate.
2.1.9 "Construction Completion Certificate (CCC)" means the written
document as set out in Schedule "E" of this bylaw by which the City
confirms that the Developer has installed and completed the works and
services in accordance with this bylaw.
2.1.10 "Construction Inspector" means a person who, under the direction of
the City, inspects the construction of the works and services.
2.1.11 "Construction Schedule" means a schedule indicating the planned start
and completion dates of the major activities involved in installing the works
and services.
2.1.12 "Consulting Engineer" means a professional engineer, registered under
the Engineers and Geoscientists Act in British Columbia, who is employed
or retained by a consulting engineering firm.
2.1.13 "Council" means the City Council of the City.
2.1.14 "Day" means working day as generally recognized by the construction
industry in the City and for clarification does not include Saturdays,
Sundays and other holidays which the construction industry in the City
recognizes as non-working days.
2.1.15 "Developer" means the party or contractor who has the authority to act
on behalf of and represent the Owner in carrying out works and services
under this bylaw.
2.1.16 "Develop or Development" means an activity that requires a building
permit.
2.1.17 "Director of Development and Engineering Services" means the
person appointed to that position by the City, and their designate.
2.1.18 "Duplex" means a building as defined as such in Zoning Bylaw #87-65.
2.1.19 "Electrical Engineer" means the person appointed to that position by the
City, and their designate.
2.1.20 "Estimated Cost" means the total cost of constructing works and
services estimated by the Owner's Consulting Engineer and approved by
the City Engineer.
2.1.21 "Excess or Extended Services" has the meaning prescribed by the
Local Government Act.
Subdivision and Development Bylaw No. 2004-81
Page 4 of 13
2.1.22 "Fees and Charges Bylaw" means the City of Penticton Fees and
Charges Bylaw 2012-5015 as amended from time to time. (Bylaw 2013-25)
2.1.23 "Final Acceptance Certificate (FAC)" means the written document as
set out in Schedule "E" of this bylaw by which the City confirms that the
Developer has fulfilled the warranty obligations and all other requirements
of this bylaw in relation to works and services.
2.1.24 "Final Subdivision Approval" means that approval granted by the
Approving Officer when all relevant requirements of this bylaw, the Local
Government Act, the Land Title Act any other relevant bylaws and
legislation have been fulfilled.
2.1.25 "General Manager, Electrical Utility" means the person appointed to
that position by the City, and their designate.
2.1.26 "Highway" has the meaning prescribed by the Community Charter.
2.1.27 "Lane" means a highway abutting the rear of a lot and identified as such
on the Roads Classification Map.
2.1.28 "MMCD" means the Master Municipal Construction Document published
by the Master Municipal Construction Documents Association dated April
2000.
2.1.29 "Owner" means the registered Owner of the site being subdivided or
developed or his duly authorized agent.
2.1.30 "Pre-construction
Meeting"
means
a
meeting
between
an
Owner/Developer, his contractor or contractors, his Consulting Engineer,
any and all agencies and/or utility companies either directly or indirectly
affected by the construction schedule and the City held prior to the start of
any works and services construction.
2.1.31 "Quality Control and Assurance Form" means the form as set out as
Schedule "E" of this bylaw.
2.1.32 "Roads Classification Map" means the map prepared by the City and
attached to this bylaw that identifies the classification of roads within the
City.
2.1.33 "Subdivide or Subdivision" means the division of land into 2 or more
parcels, whether by plan, apt descriptive words or otherwise.
2.1.34 "Subdivision Early Registration Agreement" means an agreement
under Section 940 of the Local Government Act as it applies to land being
subdivided.
Subdivision and Development Bylaw No. 2004-81
Page 5 of 13
2.1.35 "Warranty Agreement" means an agreement between the Owner and
the City in the form set out in Schedule "F" of this bylaw.
2.1.36 "Works and Services" includes highways, sidewalks, boulevards,
boulevard crossings, transit bays, street lighting, wiring, electrical
distribution systems, water distribution systems, fire hydrant systems,
sewage collection and disposal systems, drainage collection and disposal
systems and such other infrastructure or systems should be required by
this bylaw in connection with the subdivision or development of land.
2.1.37 "Zone" means zone as created by City of Penticton Zoning Bylaw #87-65.
2.2
All other words, terms and expressions in this bylaw shall be interpreted in
accordance with their definitions in the Community Charter, the Land Title Act,
the Local Government Act and the Interpretation Act.
2.3
A reference in this bylaw to another bylaw of the City is a reference to that bylaw
as amended from time to time and to any future bylaws relating to the same
subject matter.
3.0
ADMINISTRATION
3.1
The Director of Development and Engineering Services and the City Engineer
are appointed to administer this bylaw.
3.2
The Director of Development and Engineering Services or their designate is
hereby authorized to enter at all reasonable times upon any property or premises
to inspect it in connection with their duties under this bylaw and to ascertain
whether the provisions of this bylaw are being complied with.
3.3
If a proposed subdivision or development is in an area of the City in which works
and services of the types prescribed by this bylaw have already been installed,
and the existing works and services do not conform to the standards in this
bylaw, the City Engineer may authorize the approval of a subdivision or the
issuance of a Building Permit without the works and services being improved to
the standards prescribed by this bylaw if the level of service already provided to
the subdivision or development and to adjacent areas is, in the opinion of the
Director of Development and Engineering Services, adequate and in accordance
with standards generally accepted as good engineering practice in existing
developed areas.
4.0
CONFORMITY WITH REGULATIONS
4.1
No person shall subdivide or develop land in the City contrary to the provisions of
this bylaw.
Subdivision and Development Bylaw No. 2004-81
Page 6 of 13
5.0
MINIMUM LOT FRONTAGE ON A HIGHWAY
5.1
No parcel being created by any subdivision shall have less than 1/10 of its
perimeter fronting on a highway, except that the Approving Officer may exempt
any parcel from this provision.
6.0
WORKS AND SERVICES REQUIRED AS A CONDITION OF SUBDIVISION
6.1
All works and services required to be constructed and installed by this bylaw
shall be engineered, supplied, constructed and installed at the expense of the
Owner.
6.2
The works and services must be engineered and installed in accordance with the
standards and specifications as set out in Schedule "G" - Design Criteria and
Schedule "H" - Construction Criteria attached to and forming part of this bylaw
and must be in operation for one year, during which the Owner must remedy any
defects in the works and services before they are accepted by the City.
6.3
Subject to Sentence 6.5 and 6.6 every Owner making a Subdivision Application
is required to provide the following works and services within the subdivision and
on that portion of a highway immediately adjacent to the site being subdivided up
to the center line of the highway.
6.3.1 highways, sidewalks, boulevards, boulevard crossings, transit bays, street
lighting and underground wiring, and
6.3.2 a water distribution system, a fire hydrant system, a sewage collection
system and a drainage collection system, electrical distribution system,
and a drainage disposal system.
6.4
The water, sewer and drainage collection system required under Sentence 6.3
must be connected at the expense of the Owner to the City water, sewer and
drainage collection systems.
6.5
For a subdivision of land that is designated FG, A and RC by the Zoning Bylaw,
the following works and services minimum requirements shall apply:
6.5.1 Provided each lot being created is suited to an on-site sanitary sewage
disposal system meeting the requirements of the Ministry of Health of the
Province of British Columbia, a sewage collection system connected to the
City system is not required.
6.5.2 For a subdivision creating only 2 lots and having no further subdivision
potential a water distribution system connected to the City water system is
not required if the Owner provides a well on each lot. Each well must
meet the domestic water quality requirements of the Ministry of Health of
the Province of British Columbia and must be able to provide a continuous
flow of at least 14 liters per minute (3 imperial gallons per minute).
Subdivision and Development Bylaw No. 2004-81
Page 7 of 13
6.5.3 Electrical servicing may be overhead.
6.6
For a subdivision of land that is designated Industrial by the Zoning Bylaw and
the land is not within the City's Sewer Area, an on-site sanitary sewage disposal
system meeting the requirements of the Ministry of Health of the Province of
British Columbia may be used in place of connection to the City sanitary sewage
system.
7.0
FINAL SUBDIVISION APPROVAL
7.1
Subject to Section 8.0 of this bylaw, upon completion of the construction of the
works and services required by this bylaw as approved by the Director of
Development and Engineering Services, an Owner may make application for
Final Subdivision Approval and shall provide as required by the Approving Officer
the following:
7.1.1 Warranty securities in the form and amount set out in Schedule "F" of this bylaw;
7.1.2 Payment to the City of all the costs of connecting all utilities to serve the
proposed subdivision;
7.1.3 Payment to the City of all costs for upgrading the existing works and services or
installing new works and services that will be undertaken by the City;
7.1.4 Payment to the City of the application fee and final plan signing fee prescribed in
the City's Fees and Charges Bylaw;
7.1.5 Payment to the City of all applicable Development Cost Charges required as
prescribed in the City's Development Cost Charges Bylaw;
7.1.6 Three (3) copies of all duly executed covenants, statutory rights of way and all
other relevant documents;
7.1.7 Completed Quality Control and Assurance Form and Construction Completion
Certificate as set out in Schedule "E" of this bylaw;
7.1.8 Confirmation of receipt of:
7.1.8.1 as-built drawings; CADD Disk
7.1.8.2 reports for material tests;
7.1.8.3 all other test results;
7.1.8.4 operation manuals;
7.1.9 And one copy of the subdivision plan showing all existing buildings accurately
located and identified in accordance with the new property lines.
Subdivision and Development Bylaw No. 2004-81
Page 8 of 13
8.0
SUBDIVISION EARLY REGISTRATION AGREEMENT
8.1
Notwithstanding Section 7.0 of this bylaw, the Owner may make application for
Final Subdivision Approval prior to the completion of the construction and
installation of the required works and services if the Owner:
8.1.1 Enters into a Subdivision Early Registration Agreement with the City in the form
as set out in Schedule "C"; "with such amendments thereto as approved by
Council".
8.1.2 Deposits with the City the security as set out in Schedule "C"; and
8.1.3 Complies with section 7.1.1 through 7.1.6 and 7.1.10 and 7.1.11.
9.0
WORKS AND SERVICES REQUIRED AS A CONDITION OF BUILDING PERMIT
9.1
All works and services required to be constructed and installed by this bylaw
shall be engineered, supplied, constructed and installed at the expense of the
Owner.
9.2
The works and services must be engineered and installed in accordance with the
standards and specifications as set out in Schedule "G" - Design Criteria and
Schedule "H" - Construction Criteria attached to and forming part of this bylaw
and must be in operation for one year, during which the Owner must remedy any
defects in the works and services before they are accepted by the City.
9.3
Except as otherwise provided in this section every Owner making an application
for a Building Permit is required, if the Building Costs exceed $150,000, to
provide the following works and services within the development and on that
portion of a highway immediately adjacent to the lot being developed up to the
center line of the highway:
9.3.1 highways, sidewalks, boulevards, boulevard crossings, transit bays, street
lighting and underground wiring and
9.3.2 a water distribution system, a fire hydrant system, a sewage collection
system and a drainage collection system, electrical distribution system,
and a drainage disposal system.
9.4
The water, sewer, and drainage collection systems required under Sentence 9.3
must be connected at the expense of the Owner to the City water, sewer and
drainage collection systems.
9.5
The requirement to provide works and services within the development as set out
in this section shall only apply to land that is designated RM1, RM2A or RCC in
the Zoning Bylaw.
9.6
Except as set out in sentence 9.7, an Owner who wishes to develop land
designated FG, A, RC, R1, R2, R3, RSM, RD1, RD2, M1, M2 or M3 in the Zoning
Subdivision and Development Bylaw No. 2004-81
Page 9 of 13
Bylaw is exempt from the requirements of this section to provide works and
services on that portion of a highway immediately adjacent to the site being
developed.
9.7
An Owner who applies to construct a duplex on land adjacent to a lane that does
not conform to the standards set out in Schedules "G" and "H" of this bylaw, must
upgrade the full width of the lane adjacent to the land to the standards set out in
Schedules "G" and "H" of this bylaw, or provide cash in lieu of construction
equivalent to the cost of constructing the lane. The City will hold the cash in lieu
and use the funds to construct the lane at an opportune time.
9.8
An Owner who applies for a Building Permit that would authorize the construction
of a building or structure on land serviced by the City's Water Distribution System
or fire hydrant system that does not conform to the standards set out in
Schedules "G" and "H" of this bylaw, except land designated FG, RC, R1, R2,
R3, RSM, RD1 and RD2 in the Zoning Bylaw, or for a building permit that would
authorize the construction of a single family dwelling on land designated A in the
Zoning Bylaw, shall at the Owner's choice either improve, upgrade or extend the
Water Distribution System required for the proposed development in order to
meet requirements of Table 3.2 or provide assurance from a qualified
professional that the building or structure will conform to the British Columbia
Building Code's Fire Protection requirements.
9.9
The value of the work authorized by the building permit will be calculated based
on the building costs as prescribed in the Building Bylaw for all building permits
issued in respect of the land on which the development occurs within a 24 month
period from the time the first permit is issued.
9.10 Subject to Section 10.0 of this bylaw, an Owner must complete the construction
of the works and services required by this section as approved by the Director of
Development and Engineering Services prior to the issuance of a Building Permit
and provide the following:
9.10.1 Warranty securities in the form and amount set out in Schedule "D" of this bylaw;
9.10.2 Payment to the City of all the City's costs of connecting all utilities to serve the
proposed development;
9.10.3 Payment to the City of all costs for upgrading the existing works and services or
installing new works and services that will be undertaken by the City;
9.10.4 Three (3) copies of all duly executed restrictive covenants, statutory rights of way
and all other relevant documents;
9.10.5 Completed Quality Control and Assurance Form and Construction Completion
Certificate as set out in Schedule "E" of this bylaw;
9.10.6 Confirmation of receipt of:
Subdivision and Development Bylaw No. 2004-81
Page 10 of 13
9.10.6.1 as-built drawings; CADD Disk
9.10.6.2 reports for material tests;
9.10.6.3 all other test results;
9.10.6.4 operation manuals.
10.0
BUILDING PERMIT SERVICING AGREEMENT
10.1 Notwithstanding Section 9.0 of this bylaw, the Owner may apply for a Building
Permit prior to the completion of the construction and installation of the required
works and services if the Owner:
10.1.1 Enters into a Building Permit Servicing Agreement with the City in the form set
out in Schedule "D";
10.1.2 Deposits with the City, the security set out in Schedule "D";
10.1.3 Conforms to sections 9.9.2 through 9.9.6.
11.0 STARTING WORKS AND SERVICES CONSTRUCTION
11.1 Installation of any works and services required for a subdivision or a
development shall not commence until:
11.1.1 The City has confirmed in writing to the Owner the requirements of this bylaw;
11.1.2 The Owner has had completed at his cost, all reports and engineered drawings
as set out in Schedule "A" of this bylaw;
11.1.3 The Owner has paid for the cost of the water meter(s) and has paid an
administration fee in the amount as prescribed in the City's "Fees and Charges
Bylaw 2012-5015". (Bylaw 2013-25)
11.1.4 The Owner has paid a rectification and repair contingency fee in the amount as
prescribed in the City's "Fees and Charges Bylaw 2012-5015" for the purpose of
rectifying, repairing or replacing a highway, including sidewalks and boulevards,
a public work, or other City property that has been altered or damaged by an
activity related to the installation of the works and services. (Bylaw 2013-25)
11.1.5 The Owner has submitted to the City a completed Quality Control and Assurance
Form as set out in Schedule "E" of this bylaw;
11.1.6 The Owner has provided to the City a copy of the contractor's construction
schedule;
11.1.7 The Owner has applied for and received approval of a City of Penticton Traffic
Bylaw #94-39 Schedule "F" "Application to Construct, Use and Maintain Works
Within a Roadway or Lane";
11.1.8 A Pre-Construction Meeting has been held; and
Subdivision and Development Bylaw No. 2004-81
Page 11 of 13
11.1.9 The Owner has entered into a Warranty Agreement in the form as set out in
Schedule "F" of this bylaw.
11.2 Any amount of security provided under this section that is not required for a
purpose referred to in sentence 11.1.4 must be returned to the Owner.
12.0 ENGINEERED DRAWINGS
12.1 The Owner shall prepare and submit to the Director of Development and
Engineering engineered drawings in accordance with the requirements of
Schedule "A" of this bylaw for all works and services required under this bylaw.
12.2 The Owner shall determine, co-ordinate and submit to the City, engineering
designs from utility companies or other agencies when providing electrical,
telephone, television, and gas or mail delivery services.
12.3 All engineered drawings shall bear the seal of a professional engineer and must
be accepted by the Director of Development and Engineering Services prior to
the commencement of construction or installation of any works and services.
12.4 Upon completion of the works and services required by this bylaw the Owner
shall prepare and submit to the Director of Development and Engineering
Services operating manuals and as-built drawings, prepared to the standards
prescribed in Schedule "A" of this bylaw and sealed by a Professional Engineer.
13.0 LATECOMER CHARGES
13.1 The interest rate applicable to latecomer charges under Section 939 of the Local
Government Act will equal the prime lending rate of the chartered bank used by
the City, less one percent.
14.0 EXCESS CAPACITY OF WORKS AND SERVICES
14.1 The design of any highway, sanitary sewer, water, or storm drainage system
must be adequate to serve the land being subdivided or developed, as well as
any other land that is tributary to the system or to which the system will provide
service.
14.2 The Director of Development and Engineering Services may specify in respect of
any system the area of land that is tributary or the area to which it will provide
service, based on the City's Official Community Plan and zoning regulations and
any long-range plans for the City's highway, sanitary sewer, water and storm
drainage systems.
14.3 If compliance with sentence 14.1 requires use of larger diameter pipe or
materials or greater pavement widths than would be required to serve only the
land being subdivided or developed, the Owner shall install the works and
services and the City shall upon acceptance of the works and services make
Subdivision and Development Bylaw No. 2004-81
Page 12 of 13
payment to the Owner in respect of the excess capacity of the works and
services in accordance with sentence 14.4.
14.4 Payments under sentence 14.3 shall be made only in respect of the actual cost
of:
14.4.1 sanitary sewer pipe materials in excess of 200 mm diameter;
14.4.2 water pipe materials in excess of 150 mm diameter, except in areas zoned
Industrial where payments shall be made only in respect of the actual cost of
water pipe materials in excess of 200 mm diameter;
14.4.3 storm drainage pipe materials in excess of 300 mm in diameter;
14.4.4 paving materials for pavement widths in excess of 12 m;
14.5 And no payment shall be made in respect of the costs of installing such materials
or any other matter. Payments shall only be made upon acceptance of the works
and services by the City and presentation of the Owner's account in a form
prescribed for that purpose by the Director of Development and Engineering
Services.
15.0 SEVERABILITY
15.1 If any section, subsection, clause, sentence or phrase of this bylaw is for any
reason held to be invalid by the decision of any court of competent jurisdiction,
the invalid portion shall be severed and the portion that is invalid shall not affect
the validity of the remaining portions of this bylaw.
16.0 SCHEDULES "A" TO "H"
16.1 Schedules "A" through "H" are attached to and form part of this bylaw (Schedules
are located separately in the Clerk's Department in vault and may be viewed
upon request).
17.0 REPEAL OF PREVIOUS BYLAW
17.1 Subdivision and Development Bylaw 88-47 is hereby repealed.
READ A FIRST time this 6th day of December, 2004
READ A SECOND time this 17th day of January, 2005
READ A THIRD time this 17th day of January, 2005
RECONSIDERED AND FINALLY PASSED AND ADOPTED
this 7th day of February, 2005
Subdivision and Development Bylaw No. 2004-81
Page 13 of 13
Original signed by
C. David Perry, Mayor
Original signed by
Leo den Boer, Administrator/City Clerk
Certified a true copy of Bylaw No.
2004-81 as adopted
Original signed by
Leo den Boer, Administrator/City Clerk
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 1 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
1.0
GENERAL
1.1
This section addresses submission and approval requirements with respect to pre-design
reports, engineered drawings, redline changes and as-built drawings. Typically, a subdivision
will require a pre-design report including conceptual drawings, engineered drawings based on
the approved pre-design report, and as-built record drawings at construction completion.
2.0
PRE-DESIGN REPORT SUBMISSION REQUIREMENTS
2.1
A pre-design report (6 copies) is required for all subdivisions of five parcels or more. The City
Engineer may also require a pre-design report for subdivisions of less than five parcels, where
the City Engineer deems it appropriate.
2.2
The pre-design report must be submitted bearing the seal and signature of a design
professional that has the appropriate experience and is registered with the Association of
Professional Engineers and Geoscientists of British Columbia.
2.3
The pre-design report must cover at minimum the following:
2.3.1
General:
2.3.1.1
Impact statement regarding adjacent lands and where appropriate, soil stability,
erosion control, or environmental issues.
2.3.1.2
Pre-design requirements shall be extended beyond the development limits to a
distance which enables the City to ensure that future extensions will meet the
requirements and shall be not less than 60 metres.
2.3.1.3
The pre-design report shall assess how existing infrastructure will be affected
by the demands placed on it by the proposed subdivision or development.
2.3.2
Existing Site Conditions:
2.3.2.1
The pre-design report shall provide information regarding the existing land use,
the existing infrastructure (roadways, water, sanitary sewer, storm sewer, and
utilities), and the geotechnical conditions.
2.3.3
Water System:
2.3.3.1
The pre-design report is to include an overall conceptual plan showing the
proposed water system and how it connects to existing infrastructure.
2.3.3.2
The pre-design report shall analyze the proposed water system under Average
Day Demand, Maximum Day Demand, Peak Hour Demand, Night Filling
Demand, and Maximum Day Demand plus fire flow requirements. Calculations
must be made in accordance with Schedule "G", Section - 00100, Water
Systems. The system shall be analyzed for fire flow demand, maximum and
minimum velocity and maximum and minimum pressures.
2.3.3.3
The water section of the pre-design report shall also address the following:
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 2 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
2.3.3.3.1
Distribution Mains:
2.3.3.3.1.1 Sub-surface soil conditions
2.3.3.3.1.2 Corrosive soils.
2.3.3.3.1.3 High water table.
2.3.3.3.1.4 Pipe material.
2.3.3.3.1.5 Pipe bedding requirements.
2.3.3.3.1.6 Trenching and backfilling requirements.
2.3.3.3.1.7 Fire flow requirements.
2.3.3.3.1.8 Hydrant spacing.
2.3.3.3.1.9 Water main sizing.
2.3.3.3.2
Reservoirs:
2.3.3.3.2.1 Site plan showing location.
2.3.3.3.2.2 Geotechnical report on foundation conditions.
2.3.3.3.2.3 Design standards.
2.3.3.3.2.4 Storage volume.
2.3.3.3.2.5 Shape.
2.3.3.3.2.6 Number of cells.
2.3.3.3.2.7 Material selection (concrete or steel).
2.3.3.3.2.8 Expandability.
2.3.3.3.2.9 Site security.
2.3.3.3.2.10 Controls and monitoring.
2.3.3.3.2.11 Operating protocol.
2.3.3.3.2.12 S.C.A.D.A.
2.3.3.3.2.13 Appearance.
2.3.3.3.2.14 Capital and operating costs.
2.3.3.3.3
Pumping Stations:
2.3.3.3.3.1 Site plan showing location.
2.3.3.3.3.2 Structure.
2.3.3.3.3.3 Floor plan.
2.3.3.3.3.4 Site security.
2.3.3.3.3.5 Pumping capacity.
2.3.3.3.3.6 Standby power.
2.3.3.3.3.7 Peak shaving energy requirements.
2.3.3.3.3.8 Controls and monitoring.
2.3.3.3.3.9 Operating protocol.
2.3.3.3.3.10 S.C.A.D.A.
2.3.3.3.3.11 Appearance.
2.3.3.3.3.12 HVAC.
2.3.3.3.3.13 Capital and operating costs.
2.3.3.3.4
Pressure Reducing/Sustaining Stations:
2.3.3.3.4.1 Site plan showing location.
2.3.3.3.4.2 Structure.
2.3.3.3.4.3 Design flows.
2.3.3.3.4.4 Continuous, emergency or fire flow operation.
2.3.3.3.4.5 Controls and monitoring.
2.3.3.3.4.6 Operating protocol.
2.3.3.3.4.7 S.C.A.D.A.
2.3.3.3.4.8 HVAC.
2.3.3.3.4.9 Capital and operating costs.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 3 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
2.3.4
Sanitary Sewer System:
2.3.4.1
The pre-design report is to include an overall conceptual plan showing the
proposed sanitary sewer system and how it connects to existing infrastructure.
2.3.4.2
The pre-design report shall include the proposed sanitary sewer design
calculations which will take into account the peak flow and infiltration flow,
maximum and minimum velocities, pipe size and grade.
2.3.4.3
The sewer section of the pre-design report shall also address the following:
2.3.4.3.1
Collection System:
2.3.4.3.1.1 Sub-surface soil conditions.
2.3.4.3.1.2 Corrosive soils.
2.3.4.3.1.3 High water table.
2.3.4.3.1.4 Pipe bedding requirements.
2.3.4.3.1.5 Trenching and backfilling requirements.
2.3.4.3.2
Lift Stations:
2.3.4.3.2.1 Site plan showing location.
2.3.4.3.2.2 Sub-surface soils conditions.
2.3.4.3.2.3 High water table.
2.3.4.3.2.4 Design flows and catchment area.
2.3.4.3.2.5 Type of lift station.
2.3.4.3.2.6 Aesthetics, noise, odour control.
2.3.4.3.2.7 Site security.
2.3.4.3.2.8 Peak shaving energy requirements.
2.3.4.3.2.9 Controls and monitoring.
2.3.4.3.2.10 Operating protocol.
2.3.4.3.2.11 S.C.A.D.A.
2.3.4.3.2.12 Safety for operators and public.
2.3.4.3.2.13 Capital and operating costs.
2.3.5
Storm Sewer System:
2.3.5.1
The pre-design report is to include an overall conceptual plan showing the
proposed storm sewer system and how it connects to existing infrastructure.
2.3.5.2
The pre-design report shall include storm drainage tributary area plans and
storm sewer calculations for major and minor storm conditions. Calculations
must be made in accordance of Schedule "G", Section - 00300, Storm
Drainage.
2.3.5.3
The storm sewer section of the pre-design report shall also address the
following:
2.3.5.3.1
Collection System:
2.3.5.3.1.1 Sub-surface soil conditions.
2.3.5.3.1.2 Corrosive soils.
2.3.5.3.1.3 High water table.
2.3.5.3.1.4 Pipe material.
2.3.5.3.1.5 Pipe bedding requirements.
2.3.5.3.1.6 Trenching and backfilling requirements.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 4 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
2.3.5.3.2
Lift Stations:
2.3.5.3.2.1 Site plan showing location.
2.3.5.3.2.2 Sub-surface soils conditions.
2.3.5.3.2.3 High water table.
2.3.5.3.2.4 Design flows and catchment area.
2.3.5.3.2.5 Type of lift station.
2.3.5.3.2.6 Aesthetics, noise, odour control.
2.3.5.3.2.7 Site security.
2.3.5.3.2.8 Peak shaving energy requirements.
2.3.5.3.2.9 Controls and monitoring.
2.3.5.3.2.10 Operating protocol.
2.3.5.3.2.11 S.C.A.D.A.
2.3.5.3.2.12 Safety for operators and public.
2.3.5.3.2.13 Capital and operating costs.
2.3.5.3.3
Stormwater Treatment Devices:
2.3.5.3.3.1 Source point treatment.
2.3.5.3.3.2 End of pipe treatment.
2.3.5.3.3.3 Sediment removal.
2.3.5.3.3.4 Hydrocarbon removal.
2.3.5.3.3.5 On-site disposal methods.
2.3.5.3.3.6 Capital and operating costs.
2.3.5.3.4
Overland Flows:
2.3.5.3.4.1 Overland flow paths.
2.3.5.3.4.2 Maximum velocity.
2.3.5.3.4.3 Erosion protection and control.
2.3.5.3.4.4 Detention / retention facilities.
2.3.5.3.1
Outfalls:
2.3.5.3.1.1 High water table.
2.3.5.3.1.2 Erosion protection.
2.3.5.3.1.3 Sediment control.
2.3.5.3.1.4 Permit requirements.
2.3.5.3.1.5 Review impacts of 100 year storm event.
2.3.6
Transportation:
2.3.6.1
The pre-design report is to include an overall conceptual transportation network
plan showing the proposed transportation network and how it connects to the
existing network.
2.3.6.2
The transportation section of the pre-design report shall also address the
following:
2.3.6.2.1
Roads:
2.3.6.2.1.1 Traffic loads.
2.3.6.2.1.2 Road classification.
2.3.6.2.1.3 Design speed.
2.3.6.2.1.4 Sub-surface soil conditions.
2.3.6.2.1.5 Road structure.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 5 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
2.3.6.2.1.6 Road cross section.
2.3.6.2.1.7 Boulevard details including trees.
2.3.6.2.1.8 Transit stops.
2.3.6.2.1.9 Horizontal and vertical alignment.
2.3.6.2.1.10 Drainage.
2.3.6.2.2
Pedestrians:
2.3.6.2.2.1 Sidewalks.
2.3.6.2.2.2 Pathways.
2.3.6.2.2.3 Nature trails.
2.3.6.2.2.4 Links to existing network.
2.3.6.2.3
Bicycles:
2.3.6.2.3.1 Bike lanes
2.3.6.2.3.2 Bike paths.
2.3.6.2.3.3 Links to existing network.
2.3.7
Utility Services:
2.3.7.1
The pre-design report shall provide details with respect to the general location
of all utilities, including gas, electrical street lighting, telephone, and cable
television. The utility services shall be shown on an overall conceptual utility
services plan.
3.0
PRE DESIGN REPORT SUBMISSION AND APPROVAL PROCESS
3.1
Six (6) copies of the pre-design report are to be submitted to the City Engineer. The City
Engineer will distribute the pre-design report to the Public Works Manager, Parks Supervisor
and the General Manager, Electrical Utility for review and comment.
3.2
The City Engineer will solicit verbal comments from the Fire Chief, consolidate the comments
from other departments and reply back to the Developer in writing within 28 days.
3.3
The Developer may request a meeting with the City Engineer to discuss the comments.
3.4
The Developer is to revise the pre-design report to address the comments returned from the
City. Six (6) copies of the revised pre-design report are to be submitted to the City Engineer.
The City Engineer will review the revised pre-design report to ensure it complies with the
previously issued comments.
3.5
Once satisfied that all issues have been addressed, the City Engineer will provide written
approval of the pre-design report.
3.6
The City Engineer will distribute copies of the approved pre-design report to the Public Works
Manager, Parks Supervisor, and General Manager, Electrical Utility and the Developer.
4.0
CONCEPTUAL DESIGN DRAWINGS
4.1
Six (6) copies of conceptual design drawings are to be submitted as part of the pre-design
report. The conceptual design drawings must include at minimum:
4.1.1
An overall water system plan.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 6 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
4.1.2
An overall sanitary sewer system plan.
4.1.3
An overall storm sewer system plan.
4.1.4
An overall transportation network plan.
4.1.5
An overall site grading plan.
4.2
One redline mark up copy of the conceptual design drawings will be returned with the
comments from the pre-design report review.
5.0
ENGINEERED DRAWING SUBMISSION REQUIREMENTS
5.1
All engineered design drawings being submitted for approval shall bear the seal and signature
of a design professional that has the appropriate experience and is registered with the
Association of Professional Engineers and Geoscientists of British Columbia. Six (6) copies
are required for each submission.
5.2
The pre-design report must be approved prior to submission of engineered design drawings.
5.3
Detailed "Required Drawing Items" shall be in compliance with the engineering design and as-
built drawing submission check list that follows in Table 11.1 and with the sample subdivision
drawing provided by the City.
5.4
A sample subdivision drawing set is attached in section 12.0 of this schedule. This is the level
of detail that the City requires in order to review and approve applications in a timely manner.
A digital version of the drawing is available at www.penticton.ca to aid the designer in the
production of drawings. The Consultant's CAD work will be checked against the digital
template.
5.5
AutoCAD shall be used for design drawings. The digital file (AutoCAD DWG format) is to be
included with the submission of the hard copy drawings.
6.0
ENGINEERED DRAWING APPROVALS
6.1
Six (6) copies of the engineered drawings are to be submitted to the City Engineer. The City
Engineer will distribute the engineered drawings to the Public Works Manager, Parks
Supervisor and the General Manager, Electrical Utility for review and comment.
6.2
The City Engineer will solicit verbal comments from the Fire Chief, consolidate the comments
from other departments and reply back to the Developer in writing within 28 days. A set of
redline markup drawings showing the requested changes to the design will also be provided
with the written comments.
6.3
The Developer may request a meeting with the City Engineer to discuss the comments.
6.4
The Developer is to revise the engineered drawings to address the comments returned from
the City. Six (6) copies of the revised engineered drawings are to be submitted to the City
Engineer. The City Engineer will review the revised engineered drawings to ensure
compliance with the previously issued comments.
6.5
Once satisfied that all issues have been addressed, the City Engineer will circulate the
drawings to the Public Works Manager, Parks Supervisor and General Manager, Electrical
Utility for signature and approval of the drawings. Final signature and approval will be by the
City Engineer.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 7 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
6.6
When the drawings are approved they will be stamped "Approved For Construction" and be
distributed to the City Engineer, Public Works Manager, Parks Supervisor, and General
Manager, Electrical Utility and the Developer.
7.0
CHANGES TO THE APPROVED DESIGN - REDLINE CHANGES
7.1
Changes to the approved design drawings will be considered.
7.2
Six (6) copies of the proposed changes are to be submitted to the City Engineer who will
review the proposed changes and a determination will made as to the suitability of the change.
7.3
If the proposed change is acceptable as submitted, one copy marked "Changes Approved" will
be returned to the Developer within 5 days. The City Engineer will distribute the remaining
copies to the Public Works Manager, Parks Supervisor and General Manager, Electrical Utility.
7.4
If the proposed change is not acceptable a written reply will be returned to the developer
within 5 days at which point other alternatives may be considered.
8.0
AS-BUILT DRAWING SUBMISSION REQUIREMENTS
8.1
All as-built drawings being submitted for approval shall bear the seal and signature of a design
professional that has the appropriate experience and is registered with the Association of
Professional Engineers and Geoscientists of British Columbia. As-built built drawings are to
be submitted by the Consultant and approved by the City Engineer prior to the issuance of a
Construction Completion Certificate.
8.2
AutoCAD shall be used for as-built drawings. The digital file (AutoCAD DWG format) is to be
included with the submission of the hard copy drawings.
8.3
Detailed "Required Drawing Items" shall be in compliance with the engineering design and as-
built drawing submission check list that follows in Table 11.1 and with the sample subdivision
drawing provided by the City.
8.4
A sample subdivision drawing set is attached in section 12.0 of this schedule. This is the level
of detail that the City requires in order to review and approve as-built drawings submissions in
a timely manner. A digital version of the drawing is available at www.penticton.ca to aid the
designer in the production of drawings. The Consultant's CAD work will be checked against
the digital template.
9.0
AS-BUILT DRAWING APPROVALS
9.1
Six (6) copies of the as-built drawings are to be submitted to the City Engineer. The City
Engineer will distribute the as-built drawings to the Public Works Manager, Parks Supervisor
and the General Manager, Electrical Utility for review and comment.
9.2
The City Engineer will consolidate the comments from other departments and reply back to the
Developer in writing within 14 days. A set of redline markup drawings showing the requested
changes to the as-built will also be provided with the written comments.
9.3
The Developer is to revise the as-built drawings to address the comments returned from the
City. Six (6) copies of the revised as-built drawings are to be submitted to the City Engineer.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 8 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
The City Engineer will review the revised engineered drawings to ensure compliance with the
previously issued comments.
9.4
Once satisfied that all issues have been addressed, the City Engineer will circulate the
drawings to the Public Works Manager, Parks Supervisor and General Manager, Electrical
Utility for signature and approval of the drawings. Final signature and approval will be by the
City Engineer.
9.5
When the drawings are approved they will be stamped "Approved As-Built" and be distributed
to the City Engineer, Public Works Manager, Parks Supervisor, and General Manager,
Electrical Utility and the Developer
10.0 DRAWING STANDARDS
10.1
Sheet Size: Precut sheets to be 594 mm x 841 mm. (A-1 sheet size).
10.2
Sheet Material: 3 mil mylar matte both sides with half plan half profile.
10.3
Grid Standards: 2 mm x 10 mm as shown on sample sheet.
10.4
Lettering: Lettering is to an open style of Vertical Gothic (e.g. Leroy or AutoCAD - Romans).
10.5
Scales:
10.5.1 Overall drawings scale: 1:1000
10.5.2 Plan view scale: 1:500
10.5.3 Profile view horizontal scale: 1:500
10.5.4 Profile view vertical scale: 1:50
10.6
Sheet Border: Border line width to be 1.0 mm. Top and bottom border to be 67 mm
respectively from edge of sheet. Left and right border to be 100 mm from edge of sheet.
10.7
Title Block: Located in the lower right hand corner of the sheet (87 mm x 165 mm).
10.7.1 Title block shall describe the contents of the drawing (e.g. key plan, roadworks, etc.) and
shall clearly indicate the location of the works by road name(s) and/or legal description.
10.8
Sheet Layout:
10.8.1 Maintain a minimum clearance of 20 mm between the TOP PLAN VIEW and the UTILITY
PLAN VIEW.
10.8.2 Place north arrow close to the TOP PLAN VIEW and to the right hand side of the sheet
point either towards the top of the page or towards the left hand edge.
10.8.3 Show control distances and offset location dimensions in metres and elevations to 3
decimal places.
10.8.4 Show pipe sizes in mm as per A.S.T.M. specifications using 1" = 25 mm.
10.8.5 Existing imperial dimensions except for pipe sizes are to be soft converted to metric using
the factor: 1 inch (1") = 25.4 mm or 1 foot (1') = 0.3048 m.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 9 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
11.0 ENGINEERED DRAWING AND AS-BUILT DRAWING CHECKLIST
Table 11.1 will be used by the City to check engineered design drawings and as-built drawing
submissions.
Table 11.1
Required Drawing Items
Yes
No
N/A
Comments
Drawings
Cover Sheet
Composite Plan
Road (Plan / Profile)
Water (Plan / Profile)
Storm Drainage (Plan / Profile)
Sanitary Sewer (Plan / Profile)
Lot Grading Plan
Storm Management Plan (catchment
area / overland flow)
Erosion and Sediment Control Plan
Street Light Plan
Street Signs, Markings and Traffic
Control Devices
Traffic Control / Flow Plan
Construction Details
Road Cross-Sections
General Drawing Requirements
All sheets signed and sealed by P.Eng
Drawing Scale 1:500
Standard A1 sheet size with Title Block
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SCHEDULE "A"
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BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
Conforms to Preliminary Layout Approval
Plan / Profile Drawings with Grid
North Arrow and Geodetic Datum
Manholes Identified by Numbers on Plan
and Profile
Survey Monument Location and
Elevation
Composite Plan
Lot and Plan Numbers, Road Names
All Sanitary, Storm and Water Works
Lamp Standards and Utility Poles
Power and Communication
Natural Gas
Curb & Gutter, Sidewalks
Integrated Survey Monuments
Right-Of-Ways, Easements
Natural Features (creeks etc.)
Road Design
Centreline Chainage to be indicated at 10
m intervals.
Offset of Existing and Proposed Utilities
Road Width from FOC to FOC
Bicycle Lanes
Curb & Gutter - Type and Offset (FOC to
Property Line)
Curb Return Radii and Profiles with Spot
Elevations at Quarter Points
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SCHEDULE "A"
PAGE 11 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
Sidewalks, Wheelchair Ramps, Driveway
Letdowns
Existing Driveways, Sidewalks, Curbs,
Culverts, Utility Poles
Existing Fences, Trees, Ditches,
Streams, Natural Features
Boulevard Landscaping, Irrigation
Luminaire / Pole Locations
Manhole and Catch Basin Locations
Water Valve Box Locations
Traffic Signs / Road Markings
Traffic Islands and Medians
Retaining Walls, Guard Rails, Temporary
Barricades
Original Surface Profile at Centre Line
and Property Line
Design Profile of Centre Line and Gutter
Line
Walkways, Fencing, Stairs, Railings
Spot Elevations Through Cul-De-Sacs
and Intersections
Horizontal Sight Distance
Horizontal Curve Data:
- Centerline Radius
- Chainage, BC, EC, PI
- Delta Angle, Tangent Length, Arc
Length
Vertical Curve Data:
- Chainage at BVC, EVC, PVI, Low
Point
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SCHEDULE "A"
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SUBMISSIONS & APPROVALS
NOVEMBER 2004
- Elevations at BVC, EVC, PVI, Low
Point
- Length of Vertical Curve
- 'K' Values
Cross Sections:
- 20 m Intervals for New Road
Construction
- 10 m Intervals for Widening Existing
Roads
- Grades of Boulevards to Right-Of-
Way Limits
- Original and Design Grades With
Cut and Fill
- Driveways
Super Elevation:
- Chainage Beginning and End
- Chainage Full Length of Super
Elevation
Storm Drainage
Original and Final Ground Surface Profile
Pipe Profile, Depth, Length, Size,
Material
Elevations at all Utility Crossings and
Clearances
Manhole and Rim Elevations and Inverts
Service Connection Grades and Inverts
at Property Line
Open Channel, Ditch, Rip Rap - Profiles
and Cross Sections
Location of Existing Utilities
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SCHEDULE "A"
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SUBMISSIONS & APPROVALS
NOVEMBER 2004
Ditch and Pipe Flow Directional Arrows
Pipe Offsets from Property Line
Manhole and Drywell Identification
Numbers
Inverts of All Pipes Entering and Exiting
All Manholes
Catch Basin Locations
Intake and Outfall Locations and Details
Sanitary Sewer
Original and Ground Surface Profile
Pipe Profile, Depth, Length, Size,
Material
Elevations of all Utility Crossings and
Clearances
Manhole Rim Elevations and Inverts
Service Connection Grades and Inverts
at Property Line
Location of Existing Utilities
Pipe Flow Directional Arrows
Pipe Offsets From Property Lines and
Water Mains
Manhole Identification Numbers
Inverts of All Pipes Entering and Exiting
All Manholes
Water
Original and Final Ground Surface Profile
Pipe Profile, Depth, Length, Size,
Material
Elevations at all Utility Crossings and
Clearances
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SUBMISSIONS & APPROVALS
NOVEMBER 2004
Service Locations, Size, Depths at
Property Line
Location of Existing Utilities
Offsets From Property Lines and Sewer
Mains
Fitting Details
Valves, Curb Stops, Blow-Offs, Hydrants,
Air Valve Locations
Storm Water Management
Location Plan - Site and Watershed
Catchment Area
Development Area Highlighted
Contours of Existing Ground (1 m < 20%,
2 m > 20%)
Major Flood Route - 100 Year Storm
Event
Detention Pond Detail
Major Cut and Fill Areas (shaded)
Area (m2) of Development and Total
Catchment Area
Sub-Catchment Area Boundaries -
Coefficients and Areas
Pipe System Calculations, Size, Grade,
Minor / Major Flow
Directional Arrows of Flow
Erosion and Sediment Control
Control Detail at Existing and Proposed
Catch Basins
Control Detail in Swales and Gullies
Control Detail onto Adjacent Properties
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "A"
PAGE 15 OF 15
BYLAW 2004-81
SUBMISSIONS & APPROVALS
NOVEMBER 2004
Control of Soil Loss and Movement
Siltation Control Pond Details
Lot Grading Plan
Site Area and 30 m Beyond
Contours of Existing Ground (1 m <20%,
2 m >20%)
Existing and Proposed Elevations - Each
Corner of Lots
Swales and Major Flood Routing
Directional Flow Arrows on Streets and
Over Lots
Easements and Right-Of-Ways
Catch Basin Locations and Top of Grate
Elevations
Minimum Building Elevations (MBE) on
Each Lot
Proposed Ground Elevations at Building
Envelope
Building Envelope and Typical Lot
Grading Detail
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "B"
PAGE 1 OF 1
BYLAW 2004-81
APPEAL PROCESS
NOVEMBER 2004
1.0
APPEAL PROCESS
1.1
The City of Penticton recognizes that occasionally a Developer may not agree with certain technical points
contained within This Bylaw. In the event of a disagreement, the following Appeal Process shall be
instituted. It should be noted that this Appeal Process is for technical points related to the design or
construction of the works and services only.
2.0
FIRST STAGE APPEAL
2.1
The Developer will prepare and submit to the Director of Development and Engineering Services a written
First Stage Appeal which lists the specific points of contention in this bylaw pertaining to the technical
aspects of the project. The Director of Development and Engineering Services will review the submission
and seek additional information from other sources as required. The Director of Development and
Engineering Services will then render a written finding within 30 days of receipt of the written request for a
First Stage Appeal. Should the Developer not agree with the First Stage Appeal findings, a Final Appeal
may be initiated.
3.0
FINAL APPEAL
3.1
The Developer will prepare and submit to the City Administrator a written Final Appeal, which lists the
specific points of contention in this bylaw pertaining to the technical aspects of the project. The Final Appeal
shall be accompanied by a deposit in the amount of $500.00 to cover the cost of the appeal as described in
this Schedule. The City Administrator will review the submission, seek written submissions from others as
required and determine who is required to present material at the Final Appeal. The Administrator will
distribute all written material to the Standards Review Committee, those presenting, and set a date for the
Final Appeal.
3.2
The Standards Review Committee will be chaired by the City Administrator and a further three
representatives from the following list one of whom must either be the City Engineer or an independent
municipal professional engineer with a license to practice in the province of British Columbia.
3.2.1
Standards Review Committee Members:
3.2.1.1
City of Penticton City Engineer.
3.2.1.2
City of Penticton City Planner.
3.2.1.3
City of Penticton Manager of Public Works.
3.2.1.4
Municipal Engineer Licensed to practice in the province of BC.
3.2.1.5
Representative from the Development Community.
3.2.1.6
Representative from the Real Estate Community.
3.2.1.7
Development Representative from another Engineering Department in a BC
Municipality.
3.3
On the Hearing date, the Standards Review Committee will receive the Developer's written and oral
presentations; receive written and oral presentations by other parties that the Administrator deems to be
necessary; discuss the merits of the appeal, and render a written decision complete with an explanation.
The written decision is to be issued 30 days from the date of request for a Final Appeal. A refund or invoice
for additional expenses shall be issued by the Administrator within 60 days from the date of request for a
Final Appeal.
3.4
The Developer shall be responsible for all outside party costs of the Final Appeal. The Appeal Process shall
be considered to be additional to any time lines specified in this bylaw.
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "C"
PAGE 1 OF _
BYLAW 2004-81
SUBDIVISION EARLY REGISTRATION
AGREEMENT
NOVEMBER 2004
THE CORPORATION OF THE CITY OF PENTICTON
A G R E E M E N T
NATURE OF AGREEMENT
FILE:
AGREEMENT#
DATE:
RESOLUTION#
PARTICULARS:
SUBDIVISION EARLY REGISTRATION AGREEMENT
THIS AGREEMENT made the day of , Two Thousand and .
BETWEEN:
THE CORPORATION OF THE CITY OF PENTICTON, a body
corporate duly incorporated under the laws of the Province of
British Columbia, having an office at 171 Main Street, in the City of
Penticton, Province of British Columbia
(the "City")
AND:
(the "Developer")
WHEREAS:
A.
The Developer is the registered owner or holder of a Registered Right to Purchase lands and premises
situated, lying and being in the City of Penticton, Province of British Columbia, and more particularly known
and described as:
(the "Land")
B.
The Developer wishes to subdivide the Land, or part thereof, in the manner shown on a plan of Subdivision
which has been submitted by the Developer to the Approving Officer of the City for approval, a copy of which
plan is attached hereto as Schedule "A" (the "Subdivision Plan");
C.
The Developer is desirous of entering into this Agreement with the City 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 completion of the construction and installation on and off the Land of all works and services
required by the City to be constructed and installed on and off the Land by the Developer in accordance with
the City Subdivision and Development Bylaw #2004-81.
NOW THIS AGREEMENT WITNESSES that in consideration of the premises and of the mutual covenants and
agreements herein contained, the parties hereto covenant and agree as follows:-
1.
In this Agreement, unless the context otherwise requires:
"Approving Officer" shall mean the person appointed by the Council to that office, and his or her deputy.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "C"
PAGE 2 OF _
BYLAW 2004-81
SUBDIVISION EARLY REGISTRATION
AGREEMENT
NOVEMBER 2004
"Complete" or "Completion" or any variation of these words, when used with respect to the Works, shall
mean completion of the Works, or a part thereof as the context requires, in accordance with the provisions
of this Agreement and to the satisfaction of the Director as so certified by him in writing.
"Contractor" shall mean persons employed by the Developer in construction and installation of the Works
and includes any subcontractor employed by them.
"Director" shall mean the Director of Development and Engineering appointed by the Council, and his or her
deputy.
"Works" shall mean all works, services, and other improvements required to be constructed or installed, both
on and off the Land, by the Developer under Article 2 of this Agreement.
2.
The Developer covenants and agrees to construct and install on the Land and adjacent to the Land as the
case may be, in accordance with plans and specifications (the "Plans and Specifications") initialled by
each of the parties for identification, the following Works: (Delete those not applicable)
a.
Sanitary sewage works and services - Plans and Specifications ___________, dated
____________;
b.
Water works and services - Plans and Specifications ___________, dated ____________;
c.
Drainage works and services - Plans and Specifications ___________, dated ____________;
d.
Road works and services on all highways on the Land shown as such on the Subdivision Plan, and
adjacent and abutting highways, including:
i)
roadway clearing and grubbing, grading, drainage and surfacing including paving,
ii)
curbs and gutters,
iii)
sidewalks,
iv)
boulevards,
all as set out in Plans and Specifications ___________, dated ____________;
e.
Walkways - Plans and Specifications ___________, dated ____________;
f.
Electrical and telephone including street lights - Plans and Specifications ___________, dated
____________.
3.
Each of the parties acknowledges having in its possession a true copy of the Plans and Specifications
and acknowledges and agrees that the Plans and Specifications are incorporated into and made part of
this Agreement.
4.
The Developer or its Contractors shall carry out the design, construction and installation of the Works in
accordance with the Plans and Specifications, in accordance with the provisions of the Subdivision and
Development Bylaw of the City from time to time in force, and under the supervision of a professional
engineer. Wherever the Plans and Specifications and the Bylaw conflict, the provisions of the Bylaw shall
govern.
5.
The cost of designing, providing, constructing and installing the Works shall be borne by the Developer.
6.
If requested by the City, the Developer shall obtain and provide to the City free of charge, true copies of
all contracts and subcontracts entered into by the Developer or its Contractors and relating to
construction and installation of the Works.
7.
The decision of the Director shall be final and binding on all parties hereto in determining whether or not
the construction and installation of the Works or any part thereof has been carried out and completed in
accordance with the provisions of this Agreement.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "C"
PAGE 3 OF _
BYLAW 2004-81
SUBDIVISION EARLY REGISTRATION
AGREEMENT
NOVEMBER 2004
8.
The Developer shall cause the construction and installation of the Works to be carried out and completed
not later than the
day of
, 20
(the "Completion Date") and shall,
prior to seeking the Director's certificate as to completion of the Works, provide to the City operating
manuals for the Works and as-built drawings of the Works complying with the requirements of the
Subdivision and Development Bylaw.
9.
Unless provided otherwise in this Agreement, the Developer covenants and agrees that no building
construction shall occur on the Land prior to the completion of the Works.
10.
a.
The Developer further covenants and agrees to pay the City from time to time as and when the
same are billed by the City, all applicable fees, including administration fees, engineering fees
and legal costs incurred by the City and related to the subdivision of the Land and construction
and installation of the Works.
b.
As security for due and proper performance by the Developer of its obligations under Articles 2
and 8, the Developer has deposited with the City cash or a clean, irrevocable letter of credit, in
the amount of $
, being the cost of constructing and installing all of the Works
required to be constructed and installed by the Developer under the terms of this Agreement as
estimated by the Director.
c.
The Developer agrees that if the Works or any part thereof are not completed in accordance with
the provisions of this Agreement and by the Completion Date, or if the Developer shall be in
default of any of its covenants herein contained, and such default shall continue for a period of
fourteen (14) days or more after notice thereof has been given by the City to the Developer, the
City may call for and receive the funds secured by the Letter of Credit and the City may complete
the Works at the cost of the Developer and deduct from any funds held by the City as security
hereunder, the cost of such completion, and the balance of the security, if any, shall be returned
to the Developer less any administration fees required by the City and the security required under
Article 19.
d.
If there is insufficient security on deposit with the City, then the Developer shall pay such
deficiency to the City immediately upon receipt of the City's invoice for completing the Work. It is
understood and agreed that the City may do such Works either by itself, or by contractors
employed by the City.
e.
Any invoice rendered by the City to the Developer under the provisions of this Article 10 shall be
regarded as charges for work done or services provided to the Land under the provisions of
Section 258 of the Community Charter and may in addition to any other remedy available to the
City, be collected in the same manner and with the like remedies as ordinary taxes upon land and
improvements are collected under the Local Government Act.
f.
In the event that the City elects to complete the Works at the cost of the Developer, the
Developer agrees to provide to the City all plans and specifications for the Works that are in the
Developer's possession or are under the control of the Developer, and to transfer to the City all
the Developer's right and title to any materials of any nature and wherever located, that the
Developer has purchased for the construction and installation of the Works.
11.
The City will consent in writing to reductions in the amount of security provided under Article 10 of this
Agreement from time to time as portions of the Works are completed. The amount of each reduction will be
equal to the value of the portion of Works completed less 25%. Upon completion of all the Works, the
security will be released and Article 12 will apply.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "C"
PAGE 4 OF _
BYLAW 2004-81
SUBDIVISION EARLY REGISTRATION
AGREEMENT
NOVEMBER 2004
12.
The Developer agrees to remedy at its expense any defects in the Works appearing during the period
commencing on the Completion Date as confirmed in writing by the City and ending on the date that is one
year thereafter (the "Warranty Period"), and agrees to repair any damage to other works or property,
including works to which the Works are connected, that is caused by such defects, but nothing in this
Agreement requires the Developer to remedy any condition caused by ordinary use of the Works or the
negligence of the City, its employees or agents.
13.
If revision of any as-built drawing or operation manual is, in the reasonable opinion of the Director,
necessary as a result of the Developer remedying any defect in the Works, the Developer shall at its
expense promptly supply to the City revised drawings or manuals as the case may be.
14.
Prior to undertaking any work in compliance with Article 12, the Developer shall obtain the approval of the
Director.
15.
The Director may, at any time during the Warranty Period, inform the Developer of the existence of defects
in the Works of which the City becomes aware, and require the Developer to remedy the defect in
accordance with Article 12, and in such cases the approval referred to in Article 14 shall be deemed to have
been given. If in the reasonable opinion of the Director the defect requires an immediate remedy and the
City is unable, upon making reasonable efforts, to contact the Developer, the City may undertake the
remediation of the defect in the Works at the Developer's expense and the provisions of Article 19 shall
apply as if the Developer had failed to remedy a defect in the Works.
16.
In the event of any disagreement between the Developer and the City as to whether any particular condition
constitutes a defect in the Works, the Plans and Specifications shall govern the matter, and if the Plans and
Specifications do not address the issue then the standards and specifications in the Subdivision and
Development Bylaw shall govern the matter. The Director's interpretation of the bylaw shall be
determinative.
17.
For the purpose of remedying defects in the Works in accordance with this Agreement, the City permits the
Developer to occupy and use the City's highways subject to such terms and conditions as may be imposed
by the Director in issuing approvals under Article 14.
18.
The Developer shall not employ any person or Contractor in the construction and installation of the Works
required by this Agreement who, in the reasonable opinion of the Director, is unfit, incapable or unskilled,
and shall employ and keep at the site of the Works a competent general works superintendent capable of
speaking, reading and writing the English language. Any directions and requirements communicated to the
superintendent by the City shall be deemed to have been communicated to the Developer.
19.
As security for the performance of its obligations under Articles 12 and 13, the Developer agrees that the
City may retain from the security provided under Article 10 $
, being 5% of
the cost of the Works. In the event that the Developer fails to remedy any defect in the Works or supply any
drawing or manual within a reasonable time of being required to do so, the City may remedy the defect or
supply the document at the Developer's expense and draw on the security to cover the cost. Any shortfall
shall be recoverable from the Developer by the City as a contract debt. If the Warranty Period has not
expired at the time the security is drawn upon, the Developer shall immediately increase or replace the
security to the amount set out in this Article. Any unused security shall be returned to the Developer without
interest on the expiry of the Warranty Period.
20.
The Developer shall at its expense take out and maintain until the end of the Warranty Period
comprehensive general liability insurance against claims for bodily injury including death and property
damage or loss, arising from the Developer's operations on the City's highways in carrying out its
obligations under this Agreement. Such insurance shall name the City as an insured and shall insure the
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "C"
PAGE 5 OF _
BYLAW 2004-81
SUBDIVISION EARLY REGISTRATION
AGREEMENT
NOVEMBER 2004
City and the Developer in the same manner and to the same extent as if individual policies in the amount of
at least two million dollars had been issued to each. The policy shall contain a provision requiring the
insurer to give the City thirty days' written notice before any alteration or cancellation of the policy shall be
effective. A certificate of such insurance shall be provided to the Director before the Developer enters on
any highway to perform the Developer's obligations under this Agreement.
21.
The Developer indemnifies and saves the City harmless from:
a.
all costs, expenses, damages, claims, demands, actions, suits and liabilities by whomever
brought or made and however arising whether directly or indirectly from any defect in the
construction and installation of the Works or from any injury or damage caused by such defect or
any work done pursuant to this Agreement to remedy such defect, whether to persons or
property, except any injury or damage caused by the negligence or other fault of the City;
b.
all costs and expenses incurred by the City in constructing, repairing, replacing or maintaining
any Works or property affected by any defect in the Works and which the City either owns or is by
duty or custom obliged to construct, repair, replace or maintain; and
c.
all expenses and costs incurred by reason of liens for non-payment of labour or material,
Workers' Compensation Board assessments, unemployment insurance, or federal or provincial
tax.
22.
The definitions of words and phrases in the Subdivision and Development Bylaw shall apply in the
interpretation of this Agreement.
23.
The Developer shall at its sole expense obtain for the benefit of the City and in the City's standard form for
such instruments, any statutory right of way required for any portion of the Works that is located on any land
that is not a highway.
24.
The Developer acknowledges that no part of the Works constitutes excess or extended services for the
purposes of section 939 of the Local Government Act other than any part expressly identified as such under
this Agreement.
25.
The Developer acknowledges and agrees that immediately upon issuance by the Director of his certificate
stating that the Works have been completed, all right, title and interest in and to the Works shall immediately
pass to and vest in the City, but nothing herein contained shall derogate from the obligation of the Developer
to maintain the Works for a period of one year following completion as aforesaid.
26.
It is understood and agreed that the City has made no representations, covenants, warranties, guarantees,
promises or agreements (oral or otherwise) with the Developer other than those contained in this Agreement.
In the event that any part of this Agreement is declared to be void by a court of competent jurisdiction, then
such part shall be deemed to be severed from this Agreement and the remainder shall continue in full force
and effect.
27.
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 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.
28.
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 text or the parties so require.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "C"
PAGE 6 OF _
BYLAW 2004-81
SUBDIVISION EARLY REGISTRATION
AGREEMENT
NOVEMBER 2004
29.
Time is of the essence of this Agreement.
30.
This Agreement and the terms, covenants and conditions herein contained shall enure to the benefit of and
be binding upon the parties hereto and their respective heirs, executors, administrators, successors and
assigns.
IN WITNESS WHEREOF the parties hereto have executed this Agreement at the City of Penticton,
Province of British Columbia, the day and year first above written.
The Corporate Seal of
THE CORPORATION OF THE CITY OF PENTICTON
was hereunto affixed in the presence of:
MAYOR
DEVELOPER
CLERK
DEVELOPER
(For use where Developer is a Corporation, see below)
The Corporate Seal of
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "D"
PAGE 1 OF _
BYLAW 2004-81
BUILDING PERMIT SERVICING
AGREEMENT
NOVEMBER 2004
THE CORPORATION OF THE CITY OF PENTICTON
A G R E E M E N T
NATURE OF AGREEMENT
FILE:
AGREEMENT#
DATE:
RESOLUTION#
PARTICULARS:
BUILDING PERMIT SERVICING AGREEMENT
THIS AGREEMENT made the day of , Two Thousand and .
BETWEEN:
THE CORPORATION OF THE CITY OF PENTICTON, a body
corporate duly incorporated under the laws of the Province of
British Columbia, having an office at 171 Main Street, in the City of
Penticton, Province of British Columbia
(the "City")
AND:
(the "Developer")
WHEREAS:
A.
The Developer is the registered owner or holder of a Registered Right to Purchase lands and premises
situated, lying and being in the City of Penticton, Province of British Columbia, and more particularly known
and described as:
(the "Land")
B.
The Developer wishes to construct on the Land, or part thereof, in the manner shown on a plan of
development which has been submitted by the Developer to the Director of Development and Engineering for
approval, a copy of which plan is attached as Schedule "A" ( the "Development Plan");
C.
The Developer is desirous of entering into this Agreement with the City pursuant to the provisions of Section
940 of the Local Government Act, in order to obtain a building permit from the Director of Development and
Engineering and prior to completion of the construction and installation of all works and services required by
the City to be constructed and installed on the Land and adjacent and abutting highways by the Developer in
accordance with the City Subdivision and Development Bylaw #2004-81.
NOW THIS AGREEMENT WITNESSES that in consideration of the premises and of the mutual covenants and
agreements herein contained, the parties hereto covenant and agree as follows:-
1.
In this Agreement, unless the context otherwise requires:
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "D"
PAGE 2 OF _
BYLAW 2004-81
BUILDING PERMIT SERVICING
AGREEMENT
NOVEMBER 2004
"Complete" or "Completion" or any variation of these words, when used with respect to the Works, shall
mean completion of the Works, or a part thereof as the context requires, in accordance with the provisions of
this Agreement and to the satisfaction of the Director as so certified by him in writing.
"Contractor" shall mean persons employed by the Developer in construction and installation of the Works
and includes any subcontractor employed by them.
"Director " shall mean the Director of Development and Engineering appointed by the Council, and his or
her deputy.
"Works" shall mean all works, services, and other improvements required to be constructed or installed, both
on and off the Land, by the Developer under Article 2 of this Agreement.
2.
The Developer covenants and agrees to construct and install on the Land and adjacent to the Land as the
case may be, in accordance with plans and specifications (the "Plans and Specifications") initialled by each of
the parties for identification, the following Works: (Delete those not applicable)
a.
All access aisles on the Land as shown on the Development Plan;
b.
Drainage works and services - Plans and Specifications ___________, dated ____________;
c.
Sanitary sewage works and services - Plans and Specifications ___________, dated
____________;
d.
Water works and services - Plans and Specifications ___________, dated ____________;
e.
Road works and services on all highways abutting and adjacent to the Land, including:
i).
roadway clearing and grubbing, grading, drainage and surfacing including paving,
ii)
curbs and gutters,
iv)
sidewalks,
v)
boulevards,
all as set out in - Plans and Specifications ___________, dated ____________;
f.
Walkways - Plans and Specifications ___________, dated ____________;
g.
Electrical and telephone including street lights - Plans and Specifications ___________ dated
____________.
3.
Each of the parties hereto acknowledges having in its possession a true copy of the Plans and Specifications
and acknowledges and agrees that the Plans and Specifications are incorporated into and made part of this
Agreement.
4.
The Developer or its Contractors shall carry out the design, construction and installation of the Works in
accordance with the Plans and Specifications, in accordance with the provisions of the Subdivision and
Development Bylaw of the City from time to time in force, and under the supervision of a professional
engineer. Wherever the Plans and Specifications and the Bylaw conflict, the provisions of the Bylaw shall
govern.
5.
The cost of providing, construction and installing the Works shall be borne by the Developer.
6.
If requested by the City, the Developer shall obtain and provide to the City free of charge, true copies of all
contracts and subcontracts entered into by the Developer or its Contractors and relating to the construction
and installation of the Works.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "D"
PAGE 3 OF _
BYLAW 2004-81
BUILDING PERMIT SERVICING
AGREEMENT
NOVEMBER 2004
7.
The decision of the Director shall be final and binding on all parties hereto in determining whether or not the
construction and installation of the Works or any part thereof has been carried out and completed in
accordance with the provisions of this Agreement.
8.
The Developer shall cause the construction and installation of the Works to be carried out and completed not
later than the
day of
20
(the "Completion Date") and shall, prior to seeking the
Director's certificate as to completion of the Works, provide to the City operating manuals for the Works and
as-built drawings of the Works complying with the requirements of the Subdivision and Development Bylaw.
9.
The Developer covenants and agrees to pay to the City from time to time as and when the same are billed by
the City, all inspection fees, administration fees, engineering fees, and legal costs incurred by the City and
related to the development of the Land and construction and installation of the Works.
10.
a.
As security for due and proper performance by the Developer of all its obligations under Article 2, the
Developer has deposited with the City cash or a clean irrevocable letter of credit in the amount of
$____________, being the cost of constructing and installing all of the Works required to be constructed
and installed by the Developer under the terms of this Agreement as estimated by the Director.
b. The Developer agrees that if the Works or any part thereof are not completed in accordance with the
provisions of this Agreement and by the Completion Date, or if the Developer shall be in default of
any of his covenants herein contained, and such default shall continue for a period of fourteen (14)
days after notice thereof has been given by the City to the Developer, the City may call for and
receive the funds secured by the Letter of Credit and the City may complete the Works at the cost of
the Developer and deduct from any funds held by the City as security hereunder, the cost of such
completion, and the balance of the security, if any, shall be returned to the Developer less any
administration fees required by the City.
c. If there is insufficient money on deposit with the City under the Letter of Credit, then the Developer shall
pay such deficiency to the City immediately upon receipt of the City's invoice for completing the Works. It
is understood and agreed that the City may do such Works either by itself, or by contractors employed by
the City.
d. Any invoice rendered by the City to the Developer under the provisions of this Article 10 shall be
regarded as charges for work done or services provided to the Land under the provisions of Section 258
of the Community Charter and may in addition to any other remedy available to the City, be collected in
the same manner and with the like remedies as ordinary taxes upon land and improvements are
collected under said Act.
e. In the event that the City elects to complete the works at the cost of the Developer, the Developer agrees
to provide to the City all plans and specifications for the Works that are in the Developer's possession or
are under the control of the Developer, and to transfer to the City all of the Developer's right and title to
any materials of any nature and wherever located, that the Developer has purchased for the construction
and installation of the Works.
11.
The City will consent in writing to reductions in the amount of security provided under Article 10 of this
Agreement from time to time as portions of the required Works are completed. The amount of each
reduction will be equal to the value of the portion of Works completed less 25%. Upon completion of all the
Works, the security will be released and Article 12 will apply.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "D"
PAGE 4 OF _
BYLAW 2004-81
BUILDING PERMIT SERVICING
AGREEMENT
NOVEMBER 2004
12.
The Developer agrees to remedy at its expense any defects in the Works appearing during the period
commencing on the Completion Date as confirmed in writing by the City and ending on the date that is one
year thereafter (the "Warranty Period"), and agrees to repair any damage to other works or property,
including works to which the Works are connected, that is caused by such defects, but nothing in this
Agreement requires the Developer to remedy any condition caused by ordinary use of the Works or the
negligence of the City, its employees or agents.
13.
If revision of any as-built drawing or operation manual is, in the reasonable opinion of the Director,
necessary as a result of the Developer remedying any defect in the Works, the Developer shall at its
expense promptly supply to the City revised drawings or manuals as the case may be.
14.
Prior to undertaking any work in compliance with Article 12, the Developer shall obtain the approval of the
Director.
15.
The Director may, at any time during the Warranty Period, inform the Developer of the existence of defects
in the Works of which the City becomes aware, and require the Developer to remedy the defect in
accordance with Article 12, and in such cases the approval referred to in Article 14 shall be deemed to have
been given. If in the reasonable opinion of the Director the defect requires an immediate remedy and the
City is unable, upon making reasonable efforts, to contact the Developer, the City may undertake the
remediation of the defect in the Works at the Developer's expense and the provisions of Article 19 shall
apply as if the Developer had failed to remedy a defect in the Works.
16.
In the event of any disagreement between the Developer and the City as to whether any particular condition
constitutes a defect in the Works, the Plans and Specifications shall govern the matter, and if the Plans and
Specifications do not address the issue then the standards and specifications in the Subdivision and
Development Bylaw shall govern the matter. The Director's interpretation of the bylaw shall be
determinative.
17.
For the purpose of remedying defects in the Works in accordance with this Agreement, the City permits the
Developer to occupy and use the City's highways subject to such terms and conditions as may be imposed
by the Director in issuing approvals under Article 14.
18.
The Developer shall not employ any person or Contractor in the construction and installation of the Works
required by this Agreement who, in the reasonable opinion of the Director, is unfit, incapable or unskilled,
and shall employ and keep at the work site on the Land during any work performed under this Agreement a
competent general works superintendent capable of speaking, reading and writing the English language.
Any directions and requirements communicated to the superintendent by the City shall be deemed to have
been communicated to the Developer.
19.
As security for the performance of its obligation under Articles 12 and 13, the Developer agrees that the City
may retain from the security provided under Article 10 $
, being 5% of the cost of the
Works. In the event that the Developer fails to remedy any defect in the Works or supply any drawing or
manual within a reasonable time of being required to do so, the City may remedy the defect or supply the
document at the Developer's expense and draw on the security to cover the cost. Any shortfall shall be
recoverable from the Developer by the City as a contract debt. If the Warranty Period has not expired at the
time the security is drawn upon, the Developer shall immediately increase or replace the security to the
amount set out in this Article. Any unused security shall be returned to the Developer without interest on
the expiry of the Warranty Period.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "D"
PAGE 5 OF _
BYLAW 2004-81
BUILDING PERMIT SERVICING
AGREEMENT
NOVEMBER 2004
20.
The Developer shall at its expense take out and maintain until the end of the Warranty Period
comprehensive general liability insurance against claims for bodily injury including death and property
damage or loss, arising from the Developer's operations on the City's highways in carrying out its
obligations under this Agreement. Such insurance shall name the City as an insured and shall insure the
City and the Developer in the same manner and to the same extent as if individual policies in the amount of
at least two million dollars had been issued to each. The policy shall contain a provision requiring the
insurer to give the City thirty days written notice before any alteration or cancellation of the policy shall be
effective. A certificate of such insurance shall be provided to the Director before the Developer enters on
any highway to perform the Developer's obligations under this Agreement.
21.
The Developer indemnifies and saves the City harmless from:
a.
all costs, expenses, damages, claims, demands, actions, suits and liabilities by whomever brought or
made and however arising whether directly or indirectly from any defect in the construction and
installation of the Works or from any injury or damage caused by such defect or any work done
pursuant to this Agreement to remedy such defect, whether to persons or property, except any injury
or damage caused by the negligence or other fault of the City;
b.
all costs and expenses incurred by the City in constructing, repairing, replacing or maintaining any
Works or property affected by any defect in the Works and which the City either owns or is by duty or
custom obliged to construct, repair, replace or maintain; and
c.
all expenses and costs incurred by reason of liens for non-payment of labour or material, Workers'
Compensation Board assessments, unemployment insurance, or federal or provincial tax.
22.
The definitions of words and phrases in the Subdivision and Development Bylaw shall apply in the
interpretation of this agreement.
23.
The Developer shall at its sole expense obtain for the benefit of the City and in the City's standard form for
such instruments, any statutory right of way required for any portion of the Works that is located on any land
that is not a highway.
24.
The Developer acknowledges that no part of the Works constitutes excess or extended services for the
purposes of section 939 of the Local Government Act, other than any part expressly identified as such in this
Agreement.
25.
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 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.
26.
The Developer acknowledges and agrees that immediately upon issuance by the Director of his certificate
stating that the Works have been completed, all right, title and interest in and to the Works shall immediately
pass to and vest in the City, but nothing herein contained shall derogate from the obligation of the Developer
to maintain the Works for a period of one (1) year following completion as aforesaid.
27.
It is understood and agreed that the City has made no representations, covenants, warranties, guarantees,
promises or agreements (oral or otherwise) with the Developer other than those contained in this Agreement.
In the event that any part of this Agreement is declared to be void by a court of competent jurisdiction, then
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "D"
PAGE 6 OF _
BYLAW 2004-81
BUILDING PERMIT SERVICING
AGREEMENT
NOVEMBER 2004
such part shall be deemed to be severed from this Agreement and the remainder shall continue in full force
and effect.
28.
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 text or the parties so require.
29.
Time is of the essence of this Agreement.
30.
This Agreement and the terms, covenants and conditions herein contained shall enure to the benefit of and
be binding upon the parties hereto and their respective heirs, executors, administrators, successors and
assigns.
IN WITNESS WHEREOF the parties hereto have executed this Agreement at the City of Penticton, Province of British
Columbia, the day and year first above written.
The Corporate Seal of
THE CORPORATION OF THE CITY OF PENTICTON
was hereunto affixed in the presence of:
MAYOR
DEVELOPER
CLERK
DEVELOPER
(FOR USE WHERE DEVELOPER IS A CORPORATION, SEE BELOW)
The Corporate Seal of
was hereunto affixed in the presence of:
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "E"
PAGE 1 OF 5
BYLAW 2004-81
QUALITY CONTROL AND ASSURANCE
NOVEMBER 2004
This Schedule sets out the City's minimum standards for quality in design, construction and record-keeping for the
works and services to be designed and constructed in accordance with all schedules of this bylaw.
1.0
ENGINEERING REQUIREMENTS
1.1
The Owner shall demonstrate to the satisfaction of the City that the services of one Consulting
Engineer are retained to undertake the design, inspection, testing and record-keeping for the
works and services.
1.2
The Owner shall provide the City with the Owner / "Consulting Engineering" confirmation letter of
agreement as outlined in Section 6.0 - Quality Assurance Agreement.
2.0
CONSTRUCTION REQUIREMENTS
2.1
The Owner (Consulting Engineer) shall demonstrate that to the satisfaction of the City Engineer
that he has or shall retain the services of one or more qualified Contractors to undertake the
construction of the works and services.
2.2
The Owner (Consulting Engineer) shall ensure that its Contractor(s) constructs the works and
services in accordance with the design, drawings, plans and specifications approved for
construction by the City.
3.0
CONSTRUCTION PROGRAM AND SCHEDULE
3.1
Following the approval of the design drawings and prior to the commencement of the construction
of any works and services, a construction program summarizing methods, and schedules shall be
submitted to the City.
3.1.1
Preconstruction Meeting:
3.1.1.1
The Consulting Engineer shall co-ordinate pre-construction notices or
meetings with the City and all agencies/owners or other utilities which may be
directly or indirectly affected by the work schedule.
3.2
The Consulting Engineer is required to schedule regular site inspections during construction to
ensure that all works and services constructed satisfy the intent of the design and conform to the
approved drawings, plans and specifications.
4.0
RECORD KEEPING
4.1
The Owner's (Consulting Engineer) record-keeping must detail the procedures that will be used to
ensure and verify that proper records will be kept throughout the design, construction and
warranty phases of the development.
4.1.1
Details of any field design or construction change orders to the drawings, plans and
specifications to which changes are approved by the City.
4.1.2
Deficiency Identification Forms (Items of the works that are either not supplied or
constructed in accordance with the design (drawings, plans and specifications) or that
require remedial or corrective action).
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "E"
PAGE 2 OF 5
BYLAW 2004-81
QUALITY CONTROL AND ASSURANCE
NOVEMBER 2004
4.1.3
Inspection and test records documentation copies to the City.
5.0
INSPECTIONS / AS-BUILTS
5.1
Notwithstanding the generality of the foregoing, the Owner shall ensure that its Consulting
Engineer provides the City with the following:
5.1.1
Certification prior to paving that it has tested those items of the works and services that
are below areas to be paved and that same comply with the design (drawings, plans and
specifications). Such certification shall be accompanied by all test and inspection reports
plus video tapes and reports on pipe lines.
5.1.2
Field measurement records of works and services completed that have been used by the
Consulting Engineer to accurately prepare as-built AutoCAD disk that are filed with the
City.
5.1.3
Certification prior to acceptance by the City that all infrastructure works have been
constructed inspected and tested in accordance with the design (drawings, plans and
specifications) and are operational.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "E"
PAGE 4 OF 5
BYLAW 2004-81
QUALITY CONTROL AND ASSURANCE
NOVEMBER 2004
7.0
CONSTRUCTION COMPLETION CERTIFICATE
Date:
Owner:
Consulting Engineer:
Contractor:
Dear Sirs:
RE:
This is to certify that to the best of our knowledge all works and services in connection with the above
noted project were complete as of
in accordance with the approved engineering
and as-built drawings including inspections, testing, and acceptance as per Subdivision and Development
Bylaw 2004-81.
This does not exempt the owner from any further requirements or agreement responsibilities which may
come to the knowledge of the City during the one year maintenance period.
Based on the above construction completion date the maintenance period shall extend to
and the 25% bond in the amount of $
will be confirmed for release on this date, in
compliance with issuance of a Final Acceptance Certificate.
Consulting Engineer
Professional Seal
City Engineer's Approval
C:
Director of Engineering and Development
Director of Corporate Services
General Manager, Electrical Utility
Public Works Manager
Planner
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SUBDIVISION & DEVELOPMENT
SCHEDULE "E"
PAGE 5 OF 5
BYLAW 2004-81
QUALITY CONTROL AND ASSURANCE
NOVEMBER 2004
8.0
FINAL ACCEPTANCE CERTIFICATE
Date:
Owner:
Consulting Engineer:
Contractor:
Dear Sirs:
RE:
This is to certify that to the best of our knowledge all works and services in connection with the above
noted project achieved Final Acceptance as of
.
Based on the above date, it is recommended that the City accept the works and services and release the
25% maintenance bond in the amount of $
.
Consulting Engineer
Professional Seal
City Engineer's Approval
C:
Director of Engineering and Development
Director of Corporate Services
General Manager, Electrical Utility
Public Works Manager
Planner
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "F"
PAGE 1 OF _
BYLAW 2004-81
WARRANTY AGREEMENT
NOVEMBER 2004
THE CORPORATION OF THE CITY OF PENTICTON
A G R E E M E N T
NATURE OF AGREEMENT
FILE:
AGREEMENT#
DATE:
RESOLUTION#
PARTICULARS:
WORKS AND SERVICES WARRANTY AGREEMENT
THIS AGREEMENT made the
day of
, in the year 20
.
BETWEEN:
(the "Owner")
AND:
THE CORPORATION OF THE CITY OF PENTICTON, a body
corporate duly incorporated under the laws of the Province of
British Columbia, having an office at 171 Main Street, in the City of
Penticton, Province of British Columbia
("the City")
WHEREAS: The Owner has installed works and services on the City's highways in connection with the subdivision or
development of the Owner's land legally described as (insert legal description), which works and services are
described in Schedule A attached to and forming part of this Agreement (the "Works"); and
WHEREAS: It is the responsibility of the Owner to install the Works in accordance with standards and specifications
prescribed by the City, which standards and specifications include a requirement that the Owner remedy any defect in
the Works becoming apparent during the first year of operation of the Works (the "Warranty Period"); and
WHEREAS: The Owner has requested the issuance of development approvals in respect of the Owner's land
immediately following the completion of installation of the Works, and before the expiry of the Warranty Period;
THIS AGREEMENT is evidence that, in consideration of the mutual promises set out in the Agreement and the
payment of one dollar by the City to the Owner, the receipt of which is acknowledged by the Owner, the parties agree
as follows:
1.
The Owner agrees to remedy at its expense any defects in the Works appearing during the period
commencing on the Completion Date of the Works as confirmed in writing by the Director of Development
and Engineering of the City (the "Director") and ending on the date that is one year thereafter (the "Warranty
Period"), and agrees to repair any damage to other works or property, including works to which the Works are
connected, that is caused by such defects, but nothing in this Agreement requires the Owner to remedy any
condition caused by ordinary use of the Works or the negligence of the City, its employees or agents.
2.
If revision of any as-built drawing or operation manual is, in the reasonable opinion of the Director, necessary
as a result of the Owner remedying any defect in the Works, the Owner shall at its expense promptly supply
to the City revised drawings or manuals as the case may be.
3.
Prior to undertaking any work in compliance with paragraph 1, the Owner shall obtain the approval of the
Director.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "F"
PAGE 2 OF _
BYLAW 2004-81
WARRANTY AGREEMENT
NOVEMBER 2004
4.
The Director may, at any time during the Warranty Period, inform the Owner of the existence of defects in the
Works of which the City becomes aware, and require the Owner to remedy the defect in accordance with
paragraph 1, and in such cases the approval referred to in paragraph 3 shall be deemed to have been given.
If in the reasonable opinion of the Director the defect requires an immediate remedy and the City is unable,
upon making reasonable efforts, to contact the Owner, the City may undertake the remediation of the defect
in the Works at the Owner's expense and the provisions of paragraph 8 shall apply as if the Owner had failed
to remedy a defect in the Works.
5.
In the event of any disagreement between the Owner and the City as to whether any particular condition
constitutes a defect in the Works, the plans and specifications for the Works shall govern the matter, and
if the plans and specifications do not address the issue then the standards and specifications in the
Subdivision and Development Bylaw of the City shall govern the matter. The Director's interpretation of
the bylaw shall be determinative.
6.
For the purpose of remedying defects in the Works in accordance with this Agreement, the City permits the
Owner to occupy and use the City's highways subject to such terms and conditions as may be imposed by
the Director in issuing approvals under paragraph 3.
7.
The Owner shall not employ any person or contractor in the repair of defects in the Works required by this
Agreement who, in the reasonable opinion of the Director, is unfit, incapable, or unskilled, and shall employ
and keep at the site of any work performed under this Agreement a competent general works superintendent
capable of speaking, reading and writing the English language. Any directions and requirements
communicated to the superintendent by the City shall be deemed to have been communicated to the Owner.
8.
As security for the performance of its obligations under this Agreement, the Owner has deposited with the
City cash or a clean, irrevocable letter of credit in the amount of $
, being 5% of the cost of
constructing the Works as estimated by the Director. In the event that the Owner fails to remedy any defect
in the Works within a reasonable time of being required to do so under paragraph 4 or supply revised
drawings or manuals under paragraph 2, the City may remedy the defect or supply the documents at the
Owner's expense and draw on the security to cover the cost. Any shortfall shall be recoverable from the
Owner by the City as a contract debt. If the Warranty Period has not expired at the time the security is drawn
upon, the Owner shall immediately increase or replace the security to the amount set out in this paragraph.
Any unused security shall be returned to the Owner without interest on the expiry of the Warranty Period.
9.
The Owner shall at its expense take out and maintain until the end of the Warranty Period comprehensive
general liability insurance against claims for bodily injury including death and property damage or loss, arising
from the Owner's operations on the City's highways in carrying out its obligations under this Agreement.
Such insurance shall name the City as an insured and shall insure the City and the Owner in the same
manner and to the same extent as if individual policies in the amount of at least two million dollars had been
issued to each. The policy shall contain a provision requiring the insurer to give the City thirty days' written
notice before any alteration or cancellation of the policy shall be effective. A certificate of such insurance
shall be provided to the Director before the Owner enters on any highway to perform the Owner's obligations
under this Agreement.
10.
The Owner indemnifies and saves the City harmless from:
a.
all costs, expenses, damages, claims, demands, actions, suits and liabilities by whomever
brought or made and however arising whether directly or indirectly from any defect in the
construction and installation of the Works or from any injury or damage caused by such defect or
any work done pursuant to this Agreement to remedy such defect, whether to persons or
property, except any injury or damage caused by the negligence or other fault of the City;
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "F"
PAGE 3 OF _
BYLAW 2004-81
WARRANTY AGREEMENT
NOVEMBER 2004
b.
all costs and expenses incurred by the City in constructing, repairing, replacing or maintaining any
works or property affected by any defect in the Works and which the City either owns or is by duty or
custom obliged to construct, repair, replace or maintain; and
c.
all expenses and costs incurred by reason of liens for non-payment of labour or material, Workers'
Compensation Board assessments, unemployment insurance, or federal or provincial tax.
11.
The definitions of words and phrases in the Subdivision and Development Bylaw shall apply in the
interpretation of this Agreement.
12.
Time is of the essence of this Agreement.
IN WITNESS OF WHICH the authorized signatories of the parties have set their hands on the date and year
written above.
(INSERT NAME OF OWNER/DEVELOPER)
Authorized Signatory
Authorized Signatory
The Corporate Seal of
THE CORPORATION OF THE CITY OF PENTICTON
was hereunto affixed in the presence of:
MAYOR
CLERK
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
AGREEMENT
SUBDIVISION & DEVELOPMENT
SCHEDULE "F"
PAGE 4 OF _
BYLAW 2004-81
WARRANTY AGREEMENT
NOVEMBER 2004
SCHEDULE A
(ATTACH DESCRIPTION OF WORKS AND SERVICES FROM SERVICING AGREEMENT OR REPORT OF
OWNER'S ENGINEER)
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 1 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
1.0
GENERAL
1.1
The water distribution system design should be prepared under the direction of a design
professional who has the appropriate experience and is registered with the Association of
Professional Engineers and Geoscientists of British Columbia.
1.2
Consulting Engineers retained by the Owner to design the works and services must consult with
the City Engineer to determine what existing information may be of assistance to them.
1.3
The water system design is to be done utilizing a calibrated water model acceptable to the City
Engineer unless the system design, as determined by the City Engineer, is not complex. Should
the City of Penticton have a calibrated water model, it will be made available to the Consultant.
2.0
PER CAPITA DEMAND
2.1
The design criteria noted in Table 2.1 must be used for most applications. Where, in the opinion
of the City Engineer, the flow characteristics of the development area are substantially different
the criteria may be modified.
Table 2.1
Demand
Flow
(L/c/d)
Average Day Demand (ADD)
700 litres per capita per day (L/c/d)
Maximum Day Demand (MDD)
1750
Peak Hour Demand (PHD)
2625
3.0
FIRE FLOW DEMAND
3.1
The design criteria noted in this subsection must be used except where, in the opinion of the City
Engineer, the flow characteristics of the Development Area are substantially different, the criteria
may be modified to take into account the differences.
3.2
The minimum fire gravity flows and flow duration shown in Table 3.2 must be met for the Official
Community Plan land use designation applicable to the land being subdivided or developed
under maximum day demand conditions.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
PAGE 2 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
DESIGNED FIRE GRAVITY FLOW AND FLOW DURATION AS PER CURRENT OFFICIAL
COMMUNITY PLAN LAND USE DESIGNATION
TABLE 3.2
LAND USE DESIGNATION
as per OCP
DESIGNED FIRE FLOW
[l/s]
DURATION HOURS
[h]
Agriculture (AG)
60
2.0
Country Residential (CR)
60
2.0
Low Density Residential (LR)
60
2.0
Multi Family Low Density (MFLD)
90
2.0
Multi Family Medium Density (MFMD)
90
2.0
Medium Density Residential (MR)
90
2.0
High Density Residential (HR)
150
2.5
Administration/Institutional (A)
150
2.5
Okanagan Lake Waterfront (OW)
150
2.5
General Commercial (GC)
150
2.5
Service Commercial (SC)
150
2.5
Tourist Commercial (TC)
150
2.5
Downtown Commercial (DC)
225
2.5
Industrial (I)
225
3.0
Columbia Heights Neighborhood
150
2.0
Greenfield Development (New Planning areas)
90
2.0
3.3
The minimum fire flow volume can be reduced by 10% if in the City Engineer's opinion the
level of additional fire protection that would be provided for the expenditure required to realize
it, is determined to be marginal.
3.4
Land not subject to any of the designations in Table 3.2 shall have a minimum fire flow
requirement of 90 l/s for 2.0 hours, unless otherwise specified.
4.0 WATE R DISTRIBUTI ON SYSTEM PIPE FORMUL A
4.1
The system shall be designed to provide day to day domestic supply and demand flows for fire
protection.
4.2
Design computations for water distribution systems will be based on the Hazen-William's formula:
4.2.1
Q=
CD2.63 S0.54
278 780
4.2.2 Where: Q = Rate of flow in L/S
D = Internal pipe diameter in mm
S = Slope of hydraulic grade line in m/m
C = Roughness Coefficient suitable for the type and age of the pipe being modeled
5.0 WATE R PRESSURE
5.1
The design criteria noted in this subsection must be used except where, in the opinion of the City
Engineer, the flow characteristics of the development area are substantially different, the criteria
may be modified to take into account the differences.
5.2
The water system must be designed to provide gravity flow domestic water at the designed
building main floor elevation on each parcel in accordance with Table 5.2.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 3 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Table 5.2
Pressure
Kpa (psi)
Maximum Static Pressure
1034 (150)
Minimum System Pressure at ADD
275 (40)
Minimum System Pressure at PHD
250 (36)
Minimum System Pressure at MDD + Fire Flow
140 (20)
6.0
HYDRAULIC NETWORK CONSIDERATION
6.1
The maximum length of any permanent non-interconnected water main is 150 m. All mains
exceeding 150 m, unless it is a temporary situation, must be looped.
6.2
Where the water system network is inadequate, installation of supplementary mains may be
required and may necessitate the provision of rights-of-way in favor of the City.
6.3
In residential areas, water mains servicing fire hydrants must be 150 mm diameter or larger.
6.4
Water mains in commercial/industrial/institutional areas shall be designed to take into account
anticipated demands and fire flows, and the minimum allowable size is 200 mm.
6.5
The maximum allowable design velocity shall not exceed the following:
6.5.1
Pump supply, reservoir trunk mains
2.0 m/sec.
6.5.2
Distribution lines: At PHD
2.0 m/sec.
6.5.3
Fire Flow Conditions
4.0 m/sec.
6.6
The minimum allowable design velocity is 0.15 m/sec.
7.0
MINIMUM DEPTH OF COVER
7.1
The cover over any domestic water main or service must not be less than 1.5 m.
7.2
The cover over any irrigation water main must not be less than 1.0 m.
8.0
MINIMUM CLEARANCE
8.1
At all locations, there must be a minimum lineal horizontal clearance of 1m between the water
main and other existing or proposed underground services or open ditches, except sanitary
sewers and storm drains.
8.2
A minimum horizontal clearance of 3 m must be maintained between the water main and a
sanitary sewer or storm drain, or where this is not possible, the clearance shall be in accordance
with the Ministry of Health regulations.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 4 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
8.3
Where it is necessary for the water main to cross other underground services, the crossing must
be made at an angle greater than 20 degrees horizontal.
8.4
The minimum vertical clearance between pipes at the crossing point must be in accordance with
Ministry of Health Regulations.
8.5
The design drawings must indicate whether the water main passes over or under other
underground services in which it is crossing.
9.0
HORIZONTAL ALIGNMENT AND CORRIDORS
9.1
Water mains must be normally designed to be parallel to the road centerline.
9.2
Water mains must be located within the designated corridor normally in the road right-of-way or a
dedicated easement as indicated in the applicable Standard Drawings of the typical cross section
for that road.
9.3
Curved mains permitted, subject to meeting manufacturer's recommendation only.
9.4
Water main extensions shall extend to and terminate at the furthest property line of the last lot it
serves.
9.5
When the utility is required to cross private land(s), the right-of-way must be sufficient to repair or
replace the utility line and be a minimum of 6.0 m wide.
10.0 VERTICAL ALIGNMENT
10.1
Water mains must be designed to minimize high points in the main. Where a high point is
unavoidable, either a hydrant, or air release valve should be installed at that point.
10.2
A fire hydrant must be installed at low points in the water main.
10.3
Where the slope of water main exceeds 10%, the design must provide for proper anchorage of
the pipe.
11.0 VALVES
11.1
In general, valves must be located as follows:
11.1.1 In intersections, in a cluster at the pipe intersection or at the projected property lines, to
avoid conflicts with curbs and sidewalks:
11.1.1.1 4 valves at "X" intersection
11.1.1.2 3 valves at "T" intersection
11.1.2 Not more than 150 m apart for single family residential areas.
11.1.3 Must be at both ends of a utility right-of-way.
11.1.4 It is possible to isolate a section of water main by operating no more than 4 valves.
11.1.5 In locations and at a frequency so that not more than one hydrant is out of service when
a section of the main line is turned off.
11.1.6 An isolation gate valve is required for each hydrant.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 5 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
11.2
Valves must be the same diameter as the main up to 300 mm diameter and may be reduced by
one size less than the pipe size for mains greater than 300 mm in diameter. Gate valves must be
used up to and including 300 mm diameter.
11.3
Butterfly valves with gear operators will be allowed in mains larger than 300 mm.
12.0 HYDRANTS
12.1
The Consulting Engineer must consider the existing and intended use in the area, and ensure
that adequate spacing is provided in accordance with the Standard Hydrant Distribution table in
the "Water Supply for Public Fire Protection 1999" - published by Fire Underwriters Survey.
Preferred locations at intersection corner cuts.
12.2
Hydrants must be located so that the spacing is never greater than 180 m in 'Low Density
Residential' areas identified within the OCP and 90m in all other areas.
12.3
The design and locations of the hydrants must not conflict with existing or proposed street lights,
power poles, transformers or driveways, etc.
13.0 AIR VALVES
13.1
The general application of the three types of air valves must be:
13.1.1 Air/vacuum valves for filling or discharging mains and preventing negative pressures.
13.1.2 Air release valves at high points for small air release during normal operation.
13.1.3 Combination valves for combination of air/vacuum and air release valves.
13.2
Combination air valves must be installed at the summit of all mains 250 mm diameter and larger,
except where the difference in grade between the summit and valley is less than 600 mm.
13.3
Air valves are not required on water mains 200 mm diameter and smaller, except under special
needs as determined by the professional engineer retained by the Owner to design the Works or
as required by the City.
14.0 BLOW OFFS
14.1
Blow-offs or hydrants are required at the dead ends of all water mains.
15.0 CHAMBER DRAINAGE / VENTING
15.1
Chambers or manholes containing valves, blow-offs, or other appurtenances are to allow
adequate room for maintenance, including head room and side room. Engineered Shop
Drawings are required.
15.2
When designing chambers or manholes containing valves, blow-off, or other appurtenances, the
City of Penticton Domestic Water Bylaw (2003-34) must be adhered to.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 6 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
15.3
The access opening must be suitable for removing valves and equipment.
15.4
The chamber is to be provided with a drain to a sanitary sewer manhole. Adequate venting is to
be provided.
16.0 THRUST RESTRAINT
16.1
Concrete thrust blocking and/or adequate joint restraining devices must be provided at bends,
tees, wyes, reducers, plugs, caps, valves, hydrants and blow-offs.
16.2
Bends at 5 degrees do not require thrust blocking and/or adequate joint restraining devices.
16.3
The restraining device system must take into account potential future excavations of the road in
the vicinity of the water main.
16.4
The City can request engineered calculations for the thrust block design, based on fitting type,
water pressure and soil conditions.
17.0 CORROSION PROTECTION
17.1
Where there is a potential for encountering corrosive soils, a geotechnical corrosion analysis on
the alignment of any proposed metallic water main should be conducted to determine the
corrosiveness of the native soils. If the soils are determined to be corrosive, measures such as
cathodic protection should be included to prevent the corrosion of the water main and
appurtenances.
17.2
Cathodic protection is required in areas as identified by the City Engineer.
18.0 WATER METERS
18.1
The required meter size(s) must be indicated on the design drawings, complete with flow
requirements. The City will supply and install all meters at the Developer's expense. Compound
meters are to be used for meters 50 mm or larger.
18.2
Main line flow metering with electronic connection to the City SCADA system may be required, as
determined by the City Engineer.
18.3
Irrigation service metering may be required as determined by the City Engineer.
18.4
A meter chamber is required for all panhandle lots and irrigation services.
19.0 SERVICE CONNECTIONS
19.1
19 mm diameter is the minimum service connection size and may be tapped directly into water
mains, unless the main is curvilinear.
19.2
50 mm diameter service connections must be made using service saddles, and a gate valve.
19.3
Main stops must be staggered and not less than 1 m apart, along the main line.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 7 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
19.4
No tappings permitted at an angle of greater than 30 degrees, or less than 10 degrees above the
horizontal centre line plane of the pipe.
19.5
The preferred location of the curb stop at the end of each service pipe is located 1.7 m offset from
the property line, on the road right-of-way, and at the center of each lot. Where such location will
conflict with other services, the location may be revised with the approval of the City.
19.6
A double set of services installed at the common property line is permitted.
19.7
Services and curb stops must have a minimum cover of 1.5 m and curb stops must be no deeper
than 2.0 m.
20.0 RESERVOIRS
20.1
General
20.1.1 Reservoir design should include a preliminary design that requires the approval of the
City Engineer before detailed design begins. Preliminary designs should cover the
followings issues:
20.1.1.1 Material selection (concrete or steel).
20.1.1.2 Design standards.
20.1.1.3 Volume.
20.1.1.4 Shape.
20.1.1.5 Number of cells.
20.1.1.6 Geotechnical report on foundation conditions.
20.1.1.7 Appearance.
20.2
Capacity
20.2.1 Reservoirs should be designed to suit the particular circumstances. Reservoir capacity
should be calculated by the following formula:
20.2.1.1 Total Storage Volume = A+B+C
20.2.1.2 Where A = Fire Storage (as determined by FUS Guidelines)
20.2.1.3 Where B = Equalization Storage (25% of Maximum Day Demand)
20.2.1.4 Where C = Emergency Storage (25% of A + B)
20.2.2 Subject to the results of a detailed engineering analysis and approval from the City
Engineer, the requirement for emergency storage (C) may be reduced or eliminated
based on consideration of the following:
20.2.2.1 Dependability of the water source.
20.2.2.2 Reliability of the supply system.
20.2.2.3 Presence of more than one supply source.
20.2.2.4 Whether the reservoir is part of a large system.
20.2.2.5 Presence of other reservoir(s) in the system.
20.2.2.6 Availability of standby power.
20.2.2.7 The need for adequate circulation of the reservoir to maintain water quality.
20.3
Structural Design
20.3.1 The reservoir must be designed in accordance with the BC Building Code and one of the
following specialty codes:
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 8 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
20.3.1.1 American Concrete Institute (ACI) 350/350R: Code Requirements for
Environmental Engineering Concrete Structures and Commentary.
20.3.1.2 Portland Cement Association (PCA): Circular Concrete Tanks Without Pre-
stressing.
20.3.1.3 ACI 350.3/350.3R: Seismic Design of Liquid Containing Concrete Structures
and Commentary.
20.3.1.4 American Water Works Association (AWWA) D110: AWWA Standard for Wire
and Strand-Wound Circular Pre-stressed Concrete Water Tanks with
Circumferential Tendons.
20.3.1.5 AWWA D100: AWWA Standard for Welded Steel Tanks for Water Storage.
20.3.1.6 AWWA D103: AWWA Standard for Factory-Coated Bolted Steel Tanks for
Water Storage.
20.4
Design Features
20.4.1 Two cells, each containing one-half the total required volume and capable of being
drained and filled independently. A single cell reservoir may be considered under the
following circumstances:
20.4.1.1 The total volume is less than 4500 m3.
20.4.1.2 There is alternative storage available.
20.4.1.3 There is an alternative supply source available.
20.4.1.4 An alternative storage or supply source is scheduled to be available within five
years.
20.4.2 Overflow drain sized to handle the maximum design inflow.
20.4.3 Separate inlet and outlet pipes, located and oriented to provide circulation within the
reservoir.
20.4.4 Independent drain outlet at the bottom.
20.4.5 Roof access hatch sized and located for safe and convenient access for personnel, parts,
temporary ventilation facilities and cleaning equipment into each cell.
20.4.6 Hatches to be watertight, steel, complete with hinges and related hardware, drains, locks,
and intrusion alarm.
20.4.7 Ventilation pipes or openings sized to handle appropriate intake and exhaust air volumes
for filling and draining the reservoir. Include security considerations.
20.4.8 Reservoir floor to slope to drain sump in concrete structures and in steel structures where
possible. Drain as low as possible in steel reservoirs.
20.4.9 Drain sump in concrete reservoirs to be a minimum of 1000 mm x 1000 mm x 400 mm.
The invert of the drain pipe is to be flush with sump floor. Grating to be installed over
sump.
20.4.10 Zoned sub-drains under floor to collect, drain and allow for monitoring of any leakage.
20.4.11 Stairways to be constructed of stainless steel or aluminum. Interior wall ladder from roof
access to floor required. All ladders and stairs to meet WCB regulations, including
attachment points for fall arrest equipment.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 9 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
20.4.12 All pipework within the reservoir to be PVC, stainless steel, fibreglass or steel or ductile
iron coated to AWWA standards.
20.4.13 All metal parts within the reservoir, including bolts, nuts, screws, anchors, ladders, etc. to
be stainless steel.
20.4.14 Pressure transducer or ultrasonic level controls required for each cell.
20.4.15 Sample lines for at least one sample per 1000 m3 volume within each cell.
20.4.16 Wash down connection required in each cell, complete with backflow preventer and 65
mm diameter pipe.
20.4.17 Convenient maintenance access required.
20.4.18 Fencing, lighting, locks, alarms and other security facilities to minimize vandalism and
prevent water contamination.
20.5
Valve Chambers
20.5.1 Reservoir piping should incorporate a valve chamber with the following features:
20.5.1.1 All valves associated with the reservoir operation.
20.5.1.2 Entrance at grade, large enough to permit safe removal of largest equipment.
20.5.1.3 Lifting beams and hoists where necessary to enable removal of equipment.
20.5.1.4 Interior and exterior of all steel piping to be coated to AWWA standards, or be
made of stainless steel.
20.5.1.5 Floor drains and drainage system.
20.6
Additional Design Features
20.6.1 Additional design features, which may be required subject to system operations details,
include the following:
20.6.1.1 Sampling ports for inlet and outlet reservoir water.
20.6.1.2 Flow measurement and recording for both the inflow and the outflow.
20.6.1.3 Heat, light and ventilation to local and WCB standards.
20.6.1.4 Level monitoring system and connection to SCADA, if applicable. For system
consistency, the SCADA design will be done by the City at the Developer's
expense.
20.6.1.5 Provision for re-chlorination facilities.
21.0 PUMP STATIONS
21.1
General
21.1.1 Pumping capacity should be designed to suit the particular circumstances. In general,
capacity should meet maximum day demand with the largest pump out of service and
balancing storage on line. If balancing storage is not on line, pumping capacity should
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 during a power outage.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 10 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
21.2
Design Features
21.2.1 Structure, piping and mechanical systems designed in accordance with seismic
requirements.
21.2.2 Reinforced concrete, blockwork or brick construction; aesthetically pleasing.
21.2.3 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.
21.2.4 Adequate HVAC and lighting.
21.2.5 Standby power is required.
21.2.6 Electric motors to be 600 volt, 3 phase, premium efficiency, with thermal protection.
Lower voltage (208V, 3 phase) may be considered, depending upon service voltage
available from power company.
21.2.7 Motors 100 HP and above to have analogue vibration recording and protection.
21.2.8 Air relief discharge and pilot lines to be piped to floor drains.
21.2.9 Housekeeping pad for motor control centre.
21.2.10 Hydraulically operated or motorized pump control valves with isolation valves, unless
pumps have variable speed drives which control transient pressures.
21.2.11 Flow meters and totalizers.
21.2.12 Spring return on "Silent" check valves.
21.2.13 High pressure and surge relief valves with isolation valves, if warranted by system
characteristics and transient analysis.
21.2.14 Suction and discharge pressure gauges for each pump with isolation valves.
21.2.15 Mechanical pump seals.
21.2.16 Water quality sampling ports.
21.2.17 Interior and exterior of pipework coated to AWWA standards, or use stainless steel.
21.2.17.1 Inlet piping colour:
Mid Blue
21.2.17.2 Outlet piping colour:
Mid Blue
21.2.17.3 Drain piping:
Gull Grey
21.2.17.4 All other piping:
Mid Blue
21.2.18 Pump system to be PLC controlled and connected to SCADA system, if applicable. For
system consistency, the SCADA design will be done by the City at the Developer's
expense.
21.2.19 Hours meters and ammeters for each pump.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 11 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
21.2.20 Power factor correction if required by the power company.
21.2.21 The Motor Control Centre is to be in a room separate from the pumping and equipment
area.
21.2.22 Noise attenuation to suit the location.
21.2.23 Equipment to be CSA approved and to have a minimum one-year guarantee on parts and
labour. Designer is to provide three sets of Operating and Maintenance Manuals. All
Equipment must be tested prior to acceptance.
21.2.24 For system consistency and ease of operation, the SCADA design is to be completed by
the City at the Developer's expense.
22.0 PRESSURE REDUCING STATIONS
22.1
General
22.1.1 Pressure reducing stations design parameters should be reviewed and approved by the
City Engineer before detailed design proceeds.
22.2
Preliminary Design Parameters
22.2.1 Design Flows:
22.2.1.1 Peak Hour
22.2.1.2 Maximum Day plus fire.
22.2.2 Continuous, emergency or fire flow operation.
22.2.3 Location.
22.2.4 Chamber details:
22.2.4.1 Controls and monitoring.
22.2.4.2 HVAC.
22.3
Design Features
22.3.1 Minimum chamber size: 3 x 2 x 2 m (inside height).
22.3.2 Parallel pressure reducing valves.
22.3.3 Isolating valves.
22.3.4 Air release valves.
22.3.5 Upstream and downstream pressure gauges.
22.3.6 Interior and exterior of pipework coated to AWWA standards, or use stainless steel.
22.3.6.1 Inlet piping colour:
Mid Blue
22.3.6.2 Outlet piping colour:
Mid Blue
22.3.6.3 Drain piping:
Gull Grey
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00100 - WATER SYSTEMS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 12 OF 12
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
22.3.6.4 All other piping:
Mid Blue
22.3.7 Forced air ventilation plus heat and light, subject to review by the City Engineer.
22.3.8 External kiosk, if electrical and electronic equipment is included.
22.3.9 PLC controls with connection to SCADA system if applicable, including:
22.3.9.1 Security switches.
22.3.9.2 Discharge and suction pressure transmitters.
22.3.9.3 Flowmeter.
22.3.9.4 Uninterruptible power supply (UPS).
22.3.9.5 Operator interface panel and modem.
22.3.10 For system consistency, the SCADA design will be done by the City at the Developer's
expense.
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00200 - SANITARY SEWER
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 1 OF 8
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
1.0
GENERAL
1.1
The sanitary sewage collection system design should be prepared under the direction of a design
professional who has the appropriate experience and is registered with the Association of
Professional Engineers and Geoscientists of British Columbia.
1.2
Consulting Engineers retained by the Owner to design the works and services must consult with
the City Engineer to determine what existing information may be of assistance to them.
1.3
The sanitary sewer system is to be designed using a calibrated sanitary sewer model acceptable
to the City Engineer, unless the City Engineer determines the system is not complex. Should the
City have a calibrated sanitary sewer model, it will be made available to the Consultant.
2.0
DESIGN FLOWS
2.1
The sanitary sewer system must be designed based on the following criteria:
2.1.1
Residential Average Domestic Flow Rate
=
400 litres/capita/day
2.1.2
Commercial Average Flow Rate
=
22,000 litres/day/hectare
2.1.3
Infiltration rates for pipes not in the water table =
5,000 I/ha/d
2.1.4
Infiltration rates for pipe in the water table
=
8,000/l/ha/d
2.1.5
The design flows shall be calculated using the average daily flows plus the infiltration
rate.
2.1.6
Peak flows use the Harmon Formula:
H
=
1 + 14
4 + P 0.5
Where H =
Peaking Factor (Peak Flow Rate / Average Flow Rate)
P =
Population in thousands
2.1.7
The commercial and industrial lands, peak flows shall be determined using the population
equivalent of the calculated average daily flow. Therefore, the peaking factor shall be
selected for the appropriate equivalent population when the average daily flow is divided
by 400 l/c/d.
3.0
PIPE FLOW FORMULAS
3.1
Gravity Sewers: Manning's formula must be used.
3.1.1
Q=AR.0.667SO.5
n
Where: Q = design flow in m3/s.
A = cross sectional area in m2.
R = hydraulic radius (area/wetted perimeter) in m.
n = Roughness Coefficient.
n = Value suitable for the type and age of pipe being modelled.
3.2
Force Main Sewers: Hazen-Williams formula must be used.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00200 - SANITARY SEWER
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 2 OF 8
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
3.2.1
Q= CD.2.63SO.54
278 780
Where: Q = design flow in l/s.
D = internal pipe diameter in mm.
S = slope of the hydraulic grade line in m/m.
C = Roughness Coefficient.
C = Value suitable for the type and age of pipe being modelled.
4.0
MINIMUM PIPE DIAMETER
4.1
The minimum permitted size of pipe is:
4.1.1
200 mm diameter mains - residential.
4.1.2
250 mm diameter mains - industrial.
4.1.3
100 mm diameter - services and force mains.
5.0
MINIMUM VELOCITIES
5.1
The minimum velocity must be 0.6 m/s.
5.2
There is no maximum velocity however consideration must be given to scour problems and the
dynamic loading on manholes where flow exceeds 3.0 m/s.
5.3
Anchoring must be incorporated where the grade(s) of the sewer is/are 15% or greater in
accordance with MMCD Drawing No. G8.
6.0
MINIMUM GRADE
6.1
The grade of any sewer is governed by the minimum velocity requirement of 0.6 m/s. If the
calculated design flow is not expected to produce a velocity of at least 0.6 m/s then the minimum
grade shall be calculated on the basis of the pipe flowing 35% full at a theoretical velocity of 0.6
m/s.
6.2
The last end section of a main that will not be extended in the future must have a minimum grade
of 1.0% where 200 mm diameter pipe is proposed.
6.3
Recommended minimum grades shall be as noted in Table 6.3.
Table 6.3
Pipe Diameter
(mm)
Minimum Grade
(m/100)
100
1.60
150-200
0.50
250-350
0.30
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00200 - SANITARY SEWER
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 3 OF 8
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
375-450
0.15
7.0
MINIMUM DEPTH AND COVER
7.1
The minimum depth of the sewer main (from the finished surface of the road or grade to the top of
the pipe) must be suitable to service the basement(s) of adjacent properties as required in the
"Service Connection" section.
7.2
The absolute minimum cover over a pipe must be 1.0 m (measured from the finished surface to
the top of pipe) or comply with manufacturer's recommendations.
7.3
The depth of the sewer must be sufficient to provide "gravity flow" service connections to both
sides of the roadway and must allow for future extension(s) to properly service all of the upstream
tributary lands for ultimate development.
7.4
In house sump pumps consideration shall be an option to reduce excessive main depths over 4.0
m to invert.
8.0
ALIGNMENTS AND CORRIDORS
8.1
Sanitary sewers must be located within the road right-of-way as noted in the applicable Standard
Drawing Typical Cross Section for that road.
8.2
When the utility is required to cross private land(s), the right-of-way must a minimum of 6.0 m
wide for a single pipe or wider if required to accommodate WCB side slope requirements.
8.3
Sewer main extensions shall extend to and terminate at the furthest property line of the last lot it
serves.
9.0
CURVED SEWER
9.1
Subject to meeting manufacturer's specifications, horizontal and vertical curves are permitted and
will require a constant offset and/or must be uniform throughout the curve.
9.2
The design velocity must exceed 0.91 m/s and the curve midpoint and two 1/4 points are to be
located by survey and shown on the as-constructed drawings with an elevation and offset of the
invert at each point.
10.0 MANHOLES
10.1
Manholes are required at:
10.1.1 all changes in vertical grade.
10.1.2 all changes in horizontal direction.
10.1.3 all changes in main pipe sizes.
10.1.4 all intersecting sewers.
10.1.5 all terminal section (for future extensions).
10.1.6 downstream end of curved sewers.
10.1.7 all lot services greater than 100 mm diameter.
10.1.8 spacing intervals in conformance with Table 10.1.8.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00200 - SANITARY SEWER
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 4 OF 8
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Table 10.1.8
Pipe Diameter
(mm)
Maximum Distance
(m)
200-375
125
450-750
155
900 and larger
185
10.2
In all cases a manhole is required at the upper end of a sewer for flushing and cleaning.
10.3
Sanitary manhole rim elevations in off road areas must be designed to be:
10.3.1 above the adjacent storm manhole rim elevation.
10.3.2 above the surrounding ground so that infiltration from ponding will not occur.
11.0 HYDRAULIC LOSSES ACROSS MANHOLES
11.1
The following criteria must be used:
11.1.1 The springline of the downstream pipe must not be higher than the springline of the
upstream pipe.
11.1.2 Minimum drop in invert levels across manholes:
11.1.2.1
Straight run - no extra drop required other than slope of pipe.
11.1.2.2
Deflections up to 45° - 25mm drop max.
11.1.2.3
Deflections 45° to 90° - 50mm drop min.
11.1.3 Exterior drop manholes must be installed in accordance with MMCD standard drawings.
Where invert elevation difference exceeds 600 mm.
11.1.4 All benching shall be designed to prevent any solid deposition or flow disruption.
12.0 SERVICE CONNECTIONS
12.1
Service connections must be provided to each lot fronting the main. All services must enter the
main at a point just above the springline
12.2
Connections to new mains must be made using standard wye fittings. Connections to existing
mains must be made using wye saddles.
12.3
The standard minimum size for single family residential service connections shall be 100 mm.
12.4
The size of commercial and multi-family service shall comply with the Provincial Building Code.
12.5
The minimum depth of a service at the property line must be 1.0 m provided that gravity service
to the Minimum Building Elevation is available.
12.6
Where rear yard sewers are necessary, due to steep topography, the minimum cover must be 1.0
m provided that gravity service to the Minimum Building Elevation is available.
12.7
Service connections may be permitted into manholes provided that:
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00200 - SANITARY SEWER
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 5 OF 8
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
12.7.1 The connection is not in an adverse direction to the flow in the sewer main.
12.7.2 The connection enters the manhole so the service crown is no lower than the sewer main
crown.
13.0 SANITARY LIFT STATIONS
13.1
General
13.1.1 The use of sanitary pump stations is to be discouraged. Any proposed use of lift stations
must receive prior approval from the City Engineer. Sanitary lift stations should normally
be located within a right-of-way outside the required road dedication.
13.1.2 Sanitary lift stations will require a pre-design report. Refer to Schedule "J" - Section
00150 - Pre-Design for details.
13.2
Design Criteria:
13.2.1 Pumps must be:
13.2.1.1
Capable of passing solids up to 75 mm in size.
13.2.1.2
Equipped with hour meters.
13.2.1.3
Easily removed for maintenance.
13.2.1.4
Operate with a motor running at 1750 RPM's.
13.2.1.5
Operate on a 347/600 volt electrical source (pump motors 5 h.p. and greater
to be 600 volt 3 phase type).
13.2.1.6
Able to operate alternately and independently of each other.
13.2.1.7
Able to meet maximum flow condition with one pump in failure mode.
13.2.1.8
Designed so that each pump does not cycle more than 4 times in one hour
under normal operating conditions. For example, in a duplex pump station
that is designed to alternate the pump starts, each motor can have a
maximum of 4 starts an hour which could result in a total of 8 motor starts per
hour for this station.
13.2.1.9
Motor cables, power cables, etc., must be continuous from within the pump
station to within the kiosk unless an adequate exterior pull pit and junction box
is installed.
13.2.2 Levels to be controlled by ultrasonic level transmitter with emergency high and low level
floats.
13.2.3 All auxiliary equipment and control panels must be mounted in a suitable kiosk adjacent
to the station. The kiosk must be located a minimum of 3.0 m from the station lid.
13.2.4 The control kiosk must be designed to contain all control and telemetry equipment on the
front panel and all power equipment on the rear panel.
13.2.5 Check valves must be ball lift check valves.
13.2.6 All stations require an explosion-proof exhaust fan which can be activated by manual
switch, and which meets WCB requirements for ventilation in a confined space.
13.2.7 The entrances to all stations must be waterproof and be provided with a suitable lock.
The access must be a minimum 900 mm X 900 mm in size. The access hatch shall
have:
13.2.7.1
An aluminum ¼" tread plate.
13.2.7.2
A perimeter drain.
13.2.7.3
A perimeter sealing gasket.
13.2.7.4
A slam lock with an aluminum removable sealing plug and opening tool.
13.2.7.5
A flush lifting handle.
13.2.7.6
A gas spring assist cylinder.
13.2.7.7
A 90 degree hold open arm.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00200 - SANITARY SEWER
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 6 OF 8
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
13.2.7.8
A flush fitting padlock tang.
13.2.7.9
The hatch must be reinforced for 1465 kg/m2 (300 lbs/sq.ft). All fasteners to
be made of 316 stainless steel.
13.2.7.10 The entrance must be above ground level where feasible but in no case more
than 300 mm above the ground.
13.2.7.11 Access into the station must be by an aluminum ladder. The location of the
ladder must not interfere with the removal and installation of pump, etc. The
ladder must be designed to extend and lock at least 600 mm above the
station entrance. A platform is to be provided above high water level float to
permit wet well access. The platform is to be a fibreglass grating. The
access, ladder and platform to meet WCB standards.
13.2.8 All wiring must be explosion-proof, Class 1, Division 2, and electrical design and
installation is subject to the acceptance of the Provincial Safety Inspector. Metal stations
must be protected by impressed current cathodic protection.
13.2.9 All stations must provide an automatic generator for standby power in case of power
failure. Provision for a telemetry system must be included for connection into the City's
telemetry system. For small lift stations with an ultimate capacity less than 100 units,
emergency storage may be considered in place of standby power. Emergency storage is
to be based on 8 hours of average day flows.
13.2.10 All equipment must be CSA approved and have at least a one year guarantee for parts
and labour. The Consulting Engineer is to provide the City with three sets of Operating
and Maintenance Manuals. All pumps to be factory tested prior to installation.
13.2.11 A gate valve is required on the influent line and each pump discharge. The gate valves
must be outside the station and be complete with square operating nut and nelson box.
13.2.12 If a lift station is authorized by the City Engineer to be constructed in an area that may be
subject to vehicle loads, the roof and cover of the lift station must be designed to
withstand a loading of H-20 (Highways Standard).
13.2.13 Provision(s) must be made for standby pumping from an external source. An adapter
flange ("Kamlock") complete with a quick coupling and lockable cap is required.
13.2.14 The area around the lift station and all associated equipment or building must be
asphalted. The size and area to be determined by the requirements for maintenance.
13.2.15 The surfaces of all steel components and fibreglass stations must receive at least two
coats of two component white epoxy enamel. All concrete stations must be designed and
constructed to prevent sulphide attack and include epoxy coated rebar, and the concrete
surface must be coated with at least two coats of blue epoxy and then an additional 2
coats of white epoxy.
13.2.16 The wet well bottom must be benched to direct solids into the pump suction. The influent
line must be located tangent to the wet well to encourage scouring of the wet well.
13.2.17 The station shall be complete with an Uninterruptable Power Supply (UPS) to serve all
alarms and controls.
13.2.18 The pump control panel must incorporate an operator interface (Panelmate or
equivalent), and the panel must be complete with a lamp test button.
13.2.19 Separate starter enclosures must be provided for each pump.
13.2.20 PLC control to be based on City of Penticton standards.
13.2.21 Station communication to be provided via radio transmission compliant with the City's
telemetry system, and an antenna must be installed on a suitable mast or pole to ensure
reliable transmission.
13.2.21.1 An hour meter must be built into the panel for each pump.
13.2.21.2 An amp meter must be provided for each pump.
13.2.21.3 Minimum storage between the high level alarm and the start of overflow under
the more critical of:
13.2.21.3.1 Minimum 1 hour in wet well at average wet weather flow.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00200 - SANITARY SEWER
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 7 OF 8
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
13.2.21.3.2 Minimum 1 hour in wet well and influent pipes at peak wet weather
flow.
13.2.21.4 Station to have a magnetic flow meter.
13.2.21.5 Station to allow removal of pumps using hoist truck with a 1.8 m boom.
13.2.21.6 Where vandalism or safety is a concern, perimeter fencing is to be provided.
The fence must be made of black chain link.
13.2.21.7 Landscaping acceptable to the City is to be provided, including irrigation.
13.2.21.8 Noise control may be required when criteria in section16.0 are exceeded.
13.2.21.9 Odour control may be required when criteria in section15.0 are exceeded.
13.2.21.10 Minimum barrel size must be 2440 mm (8') in diameter.
14.0 FORCE MAIN
14.1
In conjunction with sanitary pumping facilities, the following criteria must be noted in the design of
force main systems. Design computations for force mains must be made using a C value
appropriate for the type of pipe. The Hazen Williams formula identified in section 3.2 must be
used.
14.2
Velocity
14.2.1 At the lowest pump delivery rate anticipated to occur at least once per day, a minimum
cleansing velocity of 1.0 m/sec should be maintained. Maximum velocity should not
exceed 3.5 m/sec.
14.3
Air Relief Valve
14.3.1 An automatic air relief valve must be placed at high points in the force main to prevent air
locking.
14.4
Termination
14.4.1 Force mains should enter the gravity sewer system at a point not more than 600 mm
above the flow line of the receiving manhole. An outside drop pipe must be incorporated.
14.5
Size
14.5.1 The minimum size for force mains is 100 mm in diameter.
14.6
Materials
14.6.1 With the exception of valves, the material selected for force mains must meet the
standards specified for water mains and must adapt to local conditions such as character
of industrial wastes, soil characteristics, exceptionally heavy loadings, abrasion and
similar problems.
14.6.2 Valves used on force mains shall be lubricated plug valves sufficient for long term use in
a corrosive environment.
14.7
Loads and Transient Pressures
14.7.1 All force mains must be designed to prevent damage from superimposed loads, or from
water hammer or column separation phenomena.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00200 - SANITARY SEWER
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 8 OF 8
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
15.0 CORROSION AND ODOUR CRITERIA
15.1
Dissolved sulphide maximum limit at any point in the system is to be 0.5 mg/l.
15.2
Odour Criteria:
15.2.1 At 10 m from any gravity main, force main, manhole and lift station or other sewer facility
(summer conditions, winds between 2 - 10 km/hr), 1.0 odour units.
15.2.1.1
Where sewer facilities are close to houses parks or walkways, 0.0 odour
units.
15.2.2 Analysis for odour and sulphides may be required.
16.0 NOISE CONTROL CRITERIA
16.1
Noise levels for facilities must not exceed 65 dB at property line or 20 m away, whichever is
closer.
17.0 ON-SITE SEWAGE DISPOSAL (SEPTIC) REQUIREMENTS
17.1
Where permitted, site conditions and on-site sewage disposal systems shall be approved by the
Provincial Ministry of Health Permit.
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 1 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
1.0
GENERAL
1.1
Stormwater Management System refers to the overall stormwater management plan for the
major and minor system and should be designed based on the principles contained in the
Stormwater Planning Guidebook for British Columbia dated May 2002.
1.2
Storm Drainage System refers to the piped network. Storm Drainage Systems shall be
designed, analyzed and approved in accordance with Standard Engineering Practices and the
criteria requirements within the City's Master Drainage Plan or as noted in this schedule.
1.3
Run-off flows from the subdivision or development must be limited to the five year return
period pre-developed runoff condition.
1.4
Consulting Engineers retained by the Owner to design the works and services must consult
with the City Engineer to determine what existing information may be of assistance to them.
Should the City have a calibrated storm water model, it will be made available to the
Consultant.
1.5
All developments require a storm drainage plan.
1.6
The presence of an existing municipal drainage system does not mean or imply there is
adequate capacity to receive the proposed design flows, nor does it indicate that the existing
system pattern is acceptable to the City.
1.7
Existing facilities which are undersized or inadequate to accept additional drainage must be
defined for upgrading to accommodate the appropriate development design flows. Alternative
drainage proposals may be considered.
2.0
MINOR AND MAJOR SYSTEMS
2.1
Each drainage system must consider the following stormwater analysis of runoff components:
2.1.1
The minor system consists of drainage works, pipes, and ditches, which convey flows of
a 5 year return frequency, with no pipe surcharging.
2.1.2
Developments less than 5 hectares require minor storm system design.
2.1.3
The major system exceeds the capacity of the minor system and consists of surface
runoff paths, roadways and watercourses which convey flows of a 100 year return
frequency. Major runoff path routing is required wherever surface overland flows are
anticipated. Creeks regulated by the Ministry of Water, Lands & Air Protection may
require design to a 1:200 year flood.
2.1.4
Developments larger than 5 hectares require both minor and major system designs.
3.0
DRAINAGE DESIGN METHODS AND FLOWS
3.1
Storm drainage systems must be designed using conventional methods (pipes, culverts, etc.)
and Stormwater Management techniques (lot grading, detention, etc.).
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 2 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
3.2
The owner must provide to the City all calculations and plans pertinent to the design of the
proposed drainage system. All designs must take into consideration post-development
upstream flows.
3.3
It must be shown that all existing or downstream drainage facilities are capable of handling the
projected increase in drainage created by any development.
3.4
Stormwater must be directed to an acceptable discharge point such as the lake, a major
creek, a ditch or trunk main with adequate capacity.
3.5
The lot grading plan shall show all existing and proposed elevations at lot corners, flow paths,
and how overland drainage that runs through the development or from lot to lot will be
controlled. The lot grading plan also should show the information pertaining to water and
sewer services.
3.6
All storm drainage system elements servicing areas larger than 10 hectares must be designed
using computer modeling software approved by the City Engineer.
3.7
For developments where the tributary areas are less than 10 hectares, and detention facilities
are not involved, the Rational formula may be used.
3.8
The Rational method shall be used to calculate minor storm flows. The formula
Q = CAI
360
shall apply, where:
Q = runoff peak during 5 year (m3/s).
C = runoff coefficient for particular ground surfaces.
A = area of tributary drainage area (Ha).
I = rainfall intensity (mm/hr).
3.9
Runoff coefficients (C) for storm sewer design shall be assumed to be not less than the values
given in Table 3.9.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 3 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Table 3.9
Description of Area
Run Off Coefficient
Business
Downtown
0.82
Neighbourhood
0.60
Industrial
Light Area
0.65
Heavy Area
0.75
Residential
Suburban
0.30
Single Family
0.40
Multi Units - Detached
0.55
Multi Units - Attached
0.65
Apartment Dwelling Area
0.60
Parks
0.15
Playgrounds
0.25
Unimproved Areas
0.15
3.10
Manning's equation must be used gravity storm sewer pipe design where:
3.10.1 Q=AR.0.667SO.5
n
Where: Q = design flow in m3/s.
A = cross sectional area in m2.
R = hydraulic radius (area/wetted perimeter) in m.
n = roughness coefficient.
n = 0.013 for concrete pipe.
n = 0.011 for PVC pipe.
3.11
The roughness coefficients for use in Manning's Equation shown in Table 3.11 shall be used
as a minimum:
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 4 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Table 3.11
Pipe
Roughness Coefficient
(n)
Concrete Pipe
0.013
PVC Pipe
0.011
Corrugated Metal Pipe - Unpaved
0.024 - 0.033
25% Paved
0.021 - 0.028
100% Paved
0.013
Overland Flow
Smooth Asphalt
0.012
Asphalt or Concrete Paving
0.014
Packed Clay
0.300
Light Turf
0.200
Dense Turf
0.350
Dense Shrubbery
0.400
3.12
Drainage Areas
3.12.1 The entire tributary drainage area for the storm drainage systems under design must be
delineated according to the topography of the land and include all other contributing
areas.
3.12.2 Contour maps provided through the City can be expected to be reasonably indicative of
the actual condition. Consulting Engineers are cautioned not to interpret them to be
exact and correct.
3.12.3 It is the Consulting Engineer's responsibility to ensure that they obtain true and accurate
elevations for the development of the site.
3.13
Rainfall Intensities
3.13.1 Time of Concentration:
3.13.1.1 For the Time of Concentration refer to the Intensity Duration Frequency Curves
shown in Supplementary Standard Detail Drawing S-S31.
3.13.1.2 Use 10 minutes for paved areas and 15 minutes for grassed areas.
3.13.2 Rainfall Return Frequency:
3.13.2.1 Minor System Design - 5 year return period.
3.13.2.2 Major System Design - 100 year return period.
3.13.2.3 200 year return period where required by the Ministry of Environment.
3.13.2.4 For major structures such as bridges, the 200 year return period must be used.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 5 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
4.0
MINIMUM AND MAXIMUM VELOCITIES
4.1
The minimum velocity for pipes flowing full, or half full, must be 1.0 m/s.
4.2
The maximum velocity is 3.0 m/s except when entering a stream.
4.3
Where drainage discharge enters a natural watercourse or stream the maximum velocity is 1.0
m/s.
5.0
MINIMUM PIPE DIAMETER
5.1
The minimum pipe diameter shall be as shown in Table 5.1
Table 5.1
Description
Minimum Pipe Diameter
(mm)
Storm Drainage Main Pipe
250
Culverts
375
Catch Basin Leads
250
Leads to Foundation Drains Only
100
Leads to Roof Drains & Foundation Drains
100
6.0
MINIMUM GRADE
6.1
The minimum pipe grade shall be as shown in Table 6.1.
Table 6.1
Pipe Diameter
(mm)
Minimum Pipe Grade
(m/100m)
100 - 150
1.0
200 - 250
0.50
300 - 375
0.30
400 - 450
0.25
525
0.20
600 - 900
0.15
1050 - Larger
0.10
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 6 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
7.0
MINIMUM DEPTH OF COVER
7.1
Subject to the correct pipe loading criteria the minimum depth of cover must be:
7.1.1
For storm drains: 1.5 m in traveled areas and 1.0 m elsewhere,
7.1.2
For culverts: across roads 0.3 m; across driveways 0.2 m
7.1.3
For catch basin leads: 0.9 m
8.0
HORIZONTAL ALIGNMENT AND CORRIDORS
8.1
Except as noted in 8.2 storm sewer mains must be located within the road right-of-way as
noted in the applicable Standard Drawing Typical Cross Section for that road classification.
8.2
When the utility is required to cross private land(s), the right-of-way must sufficient to repair or
replace the utility and be a minimum of 6.0 m wide.
9.0
CURVED PIPES
9.1
Subject to meeting manufacturer's specifications, horizontal and vertical curves are permitted
and will require a constant offset and/or must be uniform throughout the curve.
9.2
Increase minimum grades by 30% throughout curved sections of pipe.
9.3
The curve midpoint and two ¼ points are to be located by survey and shown on the as-
constructed drawings with an elevation and offset of the invert at each point.
10.0 MANHOLES
10.1
Manholes are required at:
10.1.1 Changes in vertical grade greater than 1.0 %.
10.1.2 Intersecting storm drains.
10.1.3 Changes in pipe size.
10.1.4 Changes in horizontal direction.
10.1.5 Downstream end of curved storm drains.
10.1.6 Catch basin lead connections.
10.1.7 For services 150 mm diameter or larger.
10.2
The maximum distance between manholes shall be as shown in Table 11.2.
Table 11.2
Pipe Diameter
(mm)
Maximum Distance
(m)
375 and smaller
125
450 to 750
155
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 7 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
900 and larger
185
11.0 HYDRAULIC LOSSES IN MANHOLES
11.1
The following criteria must be used:
11.1.1 The crown of the downstream pipe must not be higher than the crown of the upstream
pipe.
11.1.2 Minimum drop in invert levels across manholes:
11.1.2.1 Straight run - no drop required, other than slope of pipe.
11.1.2.2 Deflections up to 45° - 25 mm drop.
11.1.2.3 Deflections 45° to 90° - 50 mm drop.
11.2
Exterior drop manholes must be installed in accordance with MMCD Standard Detail Drawing
S3 where the invert elevation difference exceeds 600 mm. Interior drop manholes are not
permitted.
12.0 SERVICE CONNECTIONS
12.1
Service connections where permitted shall:
12.1.1 Be installed to parcels fronting the main.
12.1.2 Have a minimum diameter of 100 mm except for industrial/commercial which shall have
minimum diameter of 150 mm.
13.0 TEMPORARY CLEAN OUTS
13.1
Temporary clean-outs may be provided at terminal sections of a main provided that:
13.1.1 Future extension of the main is designed as an overall phased development.
13.1.2 Clean-outs are not considered a permanent structure.
14.0 CATCH BASINS
14.1
Catch basins must be provided at regular intervals along roadways, lanes or walkways and at
low points of the B.C. or E.C. (upstream) at curb returns. Interference with crosswalks and
wheelchair ramps is not permitted.
14.2
Catch basin spacing must be designed to drain a maximum area of 700 m2 on road grades up
to 3% and 500 m2 on steeper grades; maximum spacing is to be 150 m.
14.3
Side inlet rolled type catch basins are required for road grades exceeding 5%. See
Supplementary Standard Detail Drawings S-S11f.
14.4
Side inlet vertical type catch basins may be used for road grades less than 5%. See
Supplementary Standard Detail Drawing S-S11c.
15.0 DITCHES, CULVERTS AND INLET / OUTLET STRUCTURES
15.1
Ditches adjacent to roadways must conform to the following criteria:
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 8 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
15.1.1 Maximum depth should be established based on width of right-of-way, slopes and traffic
safety criteria.
15.1.2 Minimum grade is 0.5%.
15.1.3 Maximum velocity is 1.0 m/s (unlined ditch) - see also 15.2.
15.2
Ditching, swales or natural drainage courses exceeding 6% require a properly designed ditch
cross section that will control erosion taking into account soil type, water flow and velocity.
The design should include geo-fabric, use of layered graded granular material of increasing
coarseness and rip rap.
15.3
The minimum right-of-way width for a ditch must be 5.0 m where the ditch crosses private
property. The ditch must be offset in the right-of-way to permit a 3.0 m wide access for
maintenance vehicles. Additional right-of-way may be required to facilitate the ditch and the
access. The top of the ditch adjacent to the property line must be a minimum 1.0 m away from
the property line.
15.4
The design of structures where culverts or ditches form part of the storm system (See
Standard Supplementary Detail Drawing S-R10 - Typical Rural Local Road Cross Section)
must consider level access to hydrants, transformers and driveways. The culvert must be
installed at the same grade as the ditch.
15.5
The Standard Drawings for inlet and outlet structures must be used in the design of these
facilities.
16.0 FRENCH DRAINS
16.1
The use of french drains shall only be permitted where the topography and soil conditions are
proven adequate to the acceptance of the City. A soils report will be required to support the
design.
17.0 DRAINAGE DRYWELLS
17.1
Where lands have acceptable soils, alternative on site disposal system such as a rockpit
drywells will be encouraged.
17.2
Drainage dry wells may be allowed where they provide a suitable alternate method of storm
water dispersal for parking lots adjacent to apartment and commercial developments.
Geotechnical engineering data (i.e. percolation tests, etc.) and design details will be required
to support their use.
17.3
Where drainage drywells are used as a means for disposal, drainage drywell wall surface
areas shall be sized using Darcy's empirical law:
Q = A K i where:
Q = rate of flow in m3/s.
A = cross sectional area of soil through which flow takes place in m2.
K = coefficient of permeability in m/s.
i = hydraulic gradient or headloss over a given flow distance, dimensionless.
17.4
Coefficients of permeability (k) are as shown in Table 17.4.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 9 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Table 17.4
Typical Soil
K Value
(m/sec)*
Relative Permeability
Coarse gravel
over 10-3
Very permeable
Sand, fine sand
10-3 to 10-5
Medium permeability
Silty sand, dirty sand
10-5 to 10-7
Low permeability
Silt
10-7 to 10-9
Very low permeability
Clay
Less than 10-9
Practically impervious
* to convert to feet per minute, multiple above values by 197; to convert to feet per day,
multiple by 2.83 x 103
17.5
Upon determination of permeability factor, a safety factor of 2 shall be applied.
17.6
Drainage drywells, unless otherwise approved by the City Engineer, shall be located in the
road boulevard or in other lands dedicated to the City for the purpose of drainage disposal.
17.7
The depth of the drywell will vary in accordance with the requirements derived from Darcy's
empirical law.
18.0 EROSION & SEDIMENT CONTROL
18.1
The consulting engineer will be required to demonstrate how work will be undertaken and
completed so as to prevent the release of silt, raw concrete and concrete leachate, and other
deleterious substances into any ditch, storm drain, watercourse or ravine. Construction and
excavation wastes, overburden, soil or other deleterious substances must be disposed of or
placed in such a manner as to prevent their entry into any water-course, ravine, storm drain
system, or restrictive covenant area.
18.2
Should siltation or erosion controls be required, details of the proposed works are to be
included in the approved drawings and must be installed as part of the works.
18.3
All siltation control devices must be situated to provide ready access for cleaning and
maintenance.
18.4
Proposed siltation control structures must be maintained throughout the course of construction
and to the end of the maintenance period (final acceptance). Changes in the design of the
structure will be required if the proposed structure is found to be inadequate.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00300 - STORM DRAINAGE
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 10 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
19.0 NATURAL WATERCOURSES
19.1
All proposals for works affecting natural watercourses must be forwarded (by the Consulting
Engineer retained by the Owner to design the Works) to the appropriate Provincial
Government Agencies.
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00400 - ROADS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 1 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
1.0
GENERAL
1.1
All road classifications and designations for vertical and horizontal alignment elements will be
designed utilizing information contained in this section, and in compliance with:
1.1.1
The current edition of the Transportation Association of Canada - Geometric Design
Guide for Canadian Roads.
1.2
Consulting Engineers retained by the Owner to design the works and services must consult
with the City to determine what existing information may be of assistance to them.
1.3
The City may require an independent Traffic Impact Study to determine the requirements or
warrants for deceleration and acceleration turning lanes or traffic control signalization for
access off major roads for safety reasons and to minimize disruption to traffic.
2.0
ROAD CLASSIFICATION FUNCTIONS
2.1
Please refer to Table 2.1 for the characteristics of rural roads.
Table 2.1 - Rural Road Characteristics
Rural Locals
Rural Collectors
service function
traffic movement secondary
consideration
traffic movement and land access of equal
importance
land service
land access primary consideration
traffic movement and land access of equal
importance
traffic volume
vehicles per day
(typically)
<1000 AADT
<5000 AADT
flow
characteristics
interrupted flow
interrupted flow
design speed
(km/h)
50 - 110
60 - 110
average running
speed (km/h) (free
flow conditions)
50 - 90
50 - 90
vehicle type
predominantly passenger cars, light
to medium trucks and occasional
heavy trucks
all types, up to 30% trucks in the 3 t to 5 t range
normal
connections
locals, collectors
locals, collectors, arterials
2.2
Please refer to Table 2.2 for the characteristics of urban roads.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
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SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
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BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Table 2.2 - Urban Road Characteristics
Public Lanes
Locals
Collectors
Residential
Commercial
Residential
Industrial /
Commercial
Residential
Industrial /
Commercial
traffic service function
traffic movement not a consideration
traffic movement secondary
consideration
traffic movement and land access of equal
importance
land service / access
land access only consideration
land access primary function
traffic movement and land access of equal
importance
traffic volume vehicles
per day (typically)
<500
<1000
<5000
<3000
<8000
1000 - 12 000
flow characteristics
interrupted flow
interrupted flow
uninterrupted flow
design speed (km/h)
30 - 40
30 - 50
50 - 80
average running speed
(km/h)
20 - 30
20 - 40
30 - 70
vehicle type
passenger and
service vehicles
all types
passenger and
service vehicles
all types
passenger and service
vehicles
all types
desirable connections
public lanes, locals
public lanes, locals, collectors
locals, collectors, arterials
transit service
not permitted
generally avoided
permitted
accommodation of
cyclists
no restrictions or special facilities
required
no restrictions or special facilities
required
no restrictions or special facilities required
accommodation of
pedestrians
pedestrians permitted, no special
facilities
sidewalks normally
on one or both sides
sidewalks
provided
where
required
sidewalks provided
both sides
sidewalks
provided where
required
parking (typically)
some restrictions
no restrictions or restrictions one side
only
few restrictions other than peak hour
min. int. spacing
as needed
60
60
right-of-way width
(m)(typically)
6 - 10
15 - 22
20 - 24
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00400 - ROADS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 5 OF 10
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
6.2
The curb lane is to be widened to 4.3 m and the right-of way widened to accommodate a 3.5
m boulevard. Refer to Supplementary Standard Detail Drawing S-R22.
7.0
CUL-DE-SACS
7.1
Cul-de-sac bulbs shall be used to terminate "no exit" roads and shall have the following
pavement radii to ensure emergency or operations vehicle access.
7.1.1
Residential - 14.0 m pavement, 17.5 m property.
7.1.2
Industrial - 20.0 m pavement, 23.5 m property.
7.1.3
Commercial - 20.0 m pavement, 23.5 m property.
7.2
Maximum length of cul-de-sac streets to be 150 m to the end of the bulb when there is no
alternate access from the bulb, and 210 m when there is alternate access (e.g. lane or
walkway) and a looped water main is provided.
7.3
Roads must be constructed to the end of the furthest property line of the last lot being built. If
the road is to continue in the future then a temporary turn around complete with barrier posts
must be constructed. The temporary turn around must be constructed to allow maintenance
vehicles and garbage trucks to turn around.
8.0
ROAD CROSS SECTIONS
8.1
Roads shall be centre line crowned with a minimum slope of 2% (maximum 4%) to the gutter
or edge of minimum shoulder.
8.2
Offset from centre line crown may be considered where topography or property access grades
are a factor.
8.3
Directing storm run-off to gutters, catch basins or ditching is the prime design requirement.
9.0
ROAD WORKS STRUCTURE
9.1
The minimum road works structure is as shown in Table 3.0. Each road structure is to be
designed based on site specific soil conditions and traffic loadings. The road works structure
must be designed by a qualified Geotechnical Engineer.
10.0 INTERSECTIONS
10.1
Intersections are to be designed and located within a range of angles between 70° and 110°.
10.2
The grade of the minor road will normally be changed to conform to the cross section of the
major road. The grade of the road with the higher classification shall predominate.
10.3
No through road grade exceeding 8% shall be permitted at intersections.
10.4
Side street grade at an intersection shall be equal to the cross slope of the major road for a
distance of 20 m on both sides of the intersection.
10.5
The minimum spacing between intersections is:
10.5.1 Along Collector Streets 60 m.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
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SUBDIVISION & DEVELOPMENT
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BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
10.5.2 Along Local Streets, 4 way intersections 60 m.
10.5.3 Along Local Streets, 3 way intersections 40 m.
11.0 CURB RETURN RADII
11.1
A minimum of 9 m curb return radii shall be provided at all intersections except as shown in
Table 11.3.
11.2
The minimum property corner cut shall be 5 m x 5 m except as show in Table 11.3.
Table 11.3
Description
Radius
Corner Cut
intersections with collectors
12 m
8.5 m x 8.5 m
intersection in industrial areas
17 m
13.5 m x 13.5 m
12.0 DRIVEWAYS / CROSSOVERS
12.1
All lots must be provided with a practical access driveway.
12.2
Driveway grades are to be set such that minimum cover over utilities within the boulevard is
maintained.
12.3
Beyond the boulevard the maximum driveway grade is 20%.
12.4
Driveways with grade changes in excess of 1% must incorporate vertical curves in their
design. The formula, length of vertical curve (m) = 0.5 x the algebraic difference in grades (in
percent) must be used.
12.5
Access to large development parking areas shall be by curb returns rather than a driveway
letdown.
12.6
Lanes exiting onto an 8.5 m pavement residential road shall have a sidewalk letdown.
12.7
Driveways to corner lots must be located a minimum of 7 m from the face of curb on the
flanking street to the top of the flare where the flanking street is classified local and 10 m
where the flanking street is classified collector.
12.8
Driveways must be a minimum of 0.5 m from a property line and there must be a minimum of
1.0 m between driveway crossovers.
12.9
Driveways must be located a minimum of 1 m from hydrants, poles, street lights or street
signs.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00400 - ROADS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
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BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
12.10
The maximum number of driveways permitted per parcel is 2. If warranted by traffic volumes,
additional driveways may be permitted at the discretion of the City Engineer.
12.11
The sidewalk thickness at the driveway crossover shall be a minimum of 200 mm for a
commercial driveway, 100 mm for a residential driveway and 200 mm for a lane.
12.12
The minimum and maximum width of driveway crossovers is as set out in Table 12.12.
Table 12.12
Land Use Type
Access Type
Min
Width
Max
Width
One Way
3.0
4.3
Residential
Two Way
3.0
7.3
One Way
4.5
7.5
Commercial
Two Way
7.2
12.0
One Way
5.0
9.0
Industrial
Two Way
9.0
15.0
13.0 BUS STOPS AND BUS BAYS
13.1
The City Engineer may require at the time of subdivision or development, the construction of a
bus stop or bus pull-in bay on existing or future bus routes and within school zones.
13.2
Bus stops and waiting area pads are to be designed and constructed in accordance with
Supplementary Standard Detail Drawing S-G11 - Standard Bus Stop Dimensions.
13.3
Bus bays are to be designed and constructed in accordance with Supplementary Standard
Detail Drawing S-G12 - Standard Bus Bay Dimensions.
13.4
A protected bus bay may be required in a school zone and is to be designed and constructed
in accordance with Supplementary Standard Detail Drawing S-G13 - Standard School Bus
Bay.
14.0 WHEELCHAIR RAMPS
14.1
Wheelchair ramps must be provided at all intersection curb returns as an integral part of the
sidewalk or to link walkways, crosswalks, and bicycle paths. Design at the mid point of the
curb return.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00400 - ROADS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
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BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
15.0 WALKWAYS / SIDEWALKS
15.1
Concrete sidewalks must be provided on roads in or adjacent to subdivisions or developments
in accordance with Table 3.0.
15.2
The maximum gradient for walkways is 15%. Concrete stairs are to be installed where
required to suit the terrain of the site, when the grade exceeds 15%.
15.3
Retaining walls shall be installed for walkways as required to suit the site topography. The
design shall be specific to the situation and must be certified by a professional engineer.
15.4
Paved walkways shall be a minimum of 3.0 m wide and shall be designed to provide minimal
elevation interference with adjacent lots.
15.5
Multi-use recreational pathways shall be a minimum of 4.0 m wide.
16.0 EMERGENCY ACCESS ROUTES
16.1
Alternate access routes are required where the development main road access exceeds 10%
and there is no alternate access route.
16.2
Maximum grade 15%.
16.3
Right-of-way width to be 6.0 m.
16.4
Road paved width to be 6.0 m.
16.5
Restrict non-emergency vehicles' access through the use of removable restriction posts.
16.6
Shared use with pedestrian trails is permitted.
17.0 BOULEVARDS / STREETSCAPES
17.1
Boulevards shall be defined as the area between the face of curb, back of walk or the edge of
pavement and the property line.
17.2
For any works to be constructed within an existing road right-of-way, a Schedule "F" Permit
from Traffic Bylaw 94-39 to "Construct Works within a Right-Of-Way" must be filled out and
approved by the City.
17.3
A minimum grade of 2% must be maintained from the property line to the back of curb, back of
walk, or to the back side of a ditch.
17.4
The design of boulevards and streetscape improvements shall consider the items listed below.
The determination of what is to be addressed rests with the Director of Engineering and
Development. In determining which items are to be included, consideration will be given to the
road classification of the street, the zoning of adjacent properties and any revitalization
initiatives including:
17.4.1 Concrete sidewalk, asphalt cable strip.
17.4.2 Trees, shrubs and other plant materials.
17.4.3 Grass and other ground cover vegetation.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
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SUBDIVISION & DEVELOPMENT
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BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
17.4.4 Paving stones in a variety of materials.
17.4.5 Street furniture including benches, trash receptacles and planters.
17.4.6 Transit shelters, retaining walls.
17.4.7 Traffic control signs and signals and guide signs.
17.4.8 Utility and lighting poles, utility cabinets, transformers.
17.4.9 Mail boxes, parking meters.
17.4.10 Hydrants, valves, irrigation.
17.4.11 Newspaper vending boxes.
17.4.12 Outdoor telephones, information kiosks.
17.4.13 Bicycle racks.
17.5
The location of street furniture and items located in the boulevard shall avoid conflicts with
other development features and vehicle site lines and shall retain safe pedestrian travel,
particularly for the handicapped or disabled.
17.6
Street Trees:
17.6.1 Road design standards provide adequate room for tree planting and landscaping within
the right-of-way. This enables the City to expand Penticton's urban forest, and
beautification while minimizing the conflicts associated with trees and other utilities.
17.6.2 The planting of trees on all new City residential roads shall be a requirement of all
subdivision and servicing of land.
17.6.3 The developer shall prepare and submit to the City a Landscaping Plan for review and
approval. The Landscaping Plan shall show tree planting locations and species based on
an approved City tree species list.
17.6.4 Trees to be planted along streets typically shall be:
17.6.4.1 Randomly spaced to provide one tree in front of each lot and a separation
dependent upon the species but typically 8 to 12 m apart.
17.6.4.2 Columnar in shape for retail and high-density areas, and broader and more
spreading in shape elsewhere.
17.6.4.3 Height of the first branch to be a minimum 1.8 m and a minimum caliper of 6
cm.
17.6.5 Trees shall not be planted within:
17.6.5.1 6 m from street intersections, and crosswalks - protect sight lines.
17.6.5.2 6 m from street lighting - protect illumination.
17.6.5.3 3 m from utility poles, junction boxes, vaults.
17.6.5.4 2 m from catch basins, driveways, utility services, hydrants and manholes.
17.6.5.5 No underground utilities to pass directly under the rootball.
17.6.5.6 When selecting tree species near overhead power lines, the designer shall
ensure that the canopy of the mature tree will maintain the minimum distances
as required by Electrical Regulations.
17.6.5.7 Consideration should be given in locating trees within the boulevards to avoid
obstructing traffic signs, driveways, and sight lines.
17.6.5.8 The view corridor of main windows or patios.
17.6.6 Trees planted with a "soft" landscape surrounding them such as turf or soil shall be
planted in accordance with Supplementary Standard Detail Drawing S-R18a.
17.6.7 Trees with a "hard" landscape surrounding them such as concrete or paving stones shall
be planted in accordance with Supplementary Standard Drawing S-R18b.
18.0 TRAFFIC CONTROL DEVICES
18.1
All proposed traffic islands, retaining walls, guardrails, and permanent barricades must be
designed in keeping with good engineering practice, and as per the current edition of the
Transportation Association of Canada Geometric Design Guidelines for Canadian Roads.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
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SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
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BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
18.2
Traffic signs are to be designed in accordance with the current edition of the Transportation
Association of Canada Manual of Uniform Traffic Control Devices for Canada.
18.3
Crosswalks to be designed in accordance with the current edition of the Province of British
Columbia Ministry of Transportation and Highways Pedestrian Crossing Control Manual for
British Columbia.
18.4
For Traffic Paint Markings - City of Penticton "Transportation Plan, Bicycle Network Master
Plan" [BNMP] as approved by Council.
18.5
For all utility poles and tie-downs which require relocating prior to road construction, the utility
must confirm the feasibility of their relocation prior to design completion.
19.0 COMMUNITY MAILBOXES
19.1
These guidelines apply to all newly constructed developments, as well as those undergoing
major renovation.
19.2
The Developer shall:
19.2.1 Supply, install and locate the mail delivery equipment to Canada Post Specifications and
to the satisfaction of the City Engineer.
19.2.2 Ensure that all mail delivery equipment is accessible by persons with physical disabilities.
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00500 - HILLSIDE
DEVELOPMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 1 OF 5
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
1.0
GENERAL
1.1
In steep slopes areas where it is impossible to conform to the Design Criteria as set out in
Schedule "G" of this bylaw, the City Engineer may approve subdivision or development
required works or services which vary the conventional design criteria required by Schedule
"G".
1.2
Before agreeing to vary any part of Schedule "G" the City Engineer must be satisfied that the
variance is warranted due to the topographical constraint involved and the varied criteria is
presented and acceptable as good engineering practice, environmentally sound, and does not
adversely affect transportation or public safety.
1.3
Steep slopes are defined as lands in their natural state that have a slope angle exceeding
20% or greater for a minimum horizontal distance of 10 meters, or adjacent off-site areas
where existing or potential sloughing or stability warrants concern.
1.4
Slopes greater than 30% may require special consideration.
1.5
Detailed geotechnical, slope stability and hydrological reports shall be required as part of the
Pre-Design Report and shall be submitted prior to approval of a subdivision or development. It
should be noted that the pre-design requirements in Schedule "A" still apply and these pre-
design requirements are in addition. In steep slope areas the Pre-Design Report will have to
specifically address and provide recommendations for:
1.5.1
Slope stability concerns.
1.5.2
A Lot Grading and Drainage Management Plan that mitigates the potential impacts onsite
and downstream. The Drainage Management Plan shall include:
1.5.2.1
Existing and proposed topography.
1.5.2.2
Key cross sections showing cuts and fills related to building sites, roads and
retaining walls.
1.5.2.3
Erosion and sedimentation control and protection.
1.5.2.4
Pre and post development hydro geological conditions.
1.5.2.5
Protection of natural drainage patterns or water courses.
1.5.2.6
Environmental impacts on vegetation due to changes drainage patterns.
1.5.2.7
Drainage control around future buildings and between upper and lower lots.
1.5.2.8
Control and discharge of roof and footing drainage.
1.5.3
Underground infrastructure pipe bedding, trench backfill and mechanical restraints.
1.5.4
Roadwork structure, tack coat requirements and guard rail requirements.
1.5.5
Driveway access concerns.
1.5.6
Building Code structural or foundation requirements.
1.5.7
Restrictions on irrigation and removal of vegetation.
1.5.8
Environmental impact assessment.
1.5.9
A list of requirements on a lot by lot basis pertaining to covenants that may be required.
1.6
The Consulting Engineer is expected to use innovative design techniques that minimize
impacts to future land owners, maintenance operations and sensitive steep slopes and natural
drainage areas.
2.0
ROADS
2.1
Vertical Alignment:
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
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BYLAW 2004-81
DESIGN CRITERIA
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2.1.1
Engineered design grades shall be as per Table 11.0 - Hillside Streets Standards Table
of this section.
2.1.2
Alternate Access routes must be incorporated that ensure emergency or maintenance
vehicular access.
2.2
Horizontal Alignment:
2.2.1
Only where surveyed topography determines that a lesser radii must be used, the radius
may be reduced with approval from the City Engineer and the addition of speed reduction
and warning signs.
2.2.2
The requirement for guard rail installation will be on the basis of warrant analysis as per
the Transportation Association of Canada Geometric Design Guide for Canadian Roads.
3.0
ROADWORKS / CROSS SECTIONS
3.1
Roadway cross sections may be reduced in width as illustrated in Supplementary Standard
Detail Drawings S-HS1 and S-HS2 and as shown in Table 11.0 of this Section.
3.2
Roadway cross sections may be further reduced in width if parking is to be located on private
lots or if special pullout parking areas are established in strategic positions.
3.3
Boulevard grades in excess of 2% may be designed to a point 1.0 m back from the back of
sidewalk, or up to the back of curb where on-street parking is provided and to a point 2.4 m
back where parking is adjacent to the street, behind the curb, as long as it can be
demonstrated that the depth of bury on underground utilities will not be negatively impacted
and there is sufficient space for snow storage.
3.4
In areas where the boulevard grade exceeds 2% the City Engineer may require the Developer
to undertake boulevard slope stabilization and planting.
3.5
In no case shall the grade from the property line to the back of sidewalk, back of curb or back
of ditch be less than 1%.
3.6
Level access clearance 1.3 m around fire hydrants, transformers and vaults must be
established.
3.7
Final boulevard grade or sloping shall direct surface runoff away from transformers, vaults and
splice boxes.
4.0
ROAD LANE GRADE SEPARATION (SPLIT-ROAD SECTION)
4.1
To minimize excessive cut/fill slope protection of large trees, improve practical property access
or allowance for gravity sanitary sewer connections for down slope lots to the street cross-
sectional separated grade (one way) lanes are a design option.
4.2
Centre median cross-section slopes shall be protected from erosion and designed to be
maintenance free.
4.3
Utility offsets would be established within the down slope road section with storm and sanitary
in common trench.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00500 - HILLSIDE
DEVELOPMENTS
SUBDIVISION & DEVELOPMENT
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PAGE 3 OF 5
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
5.0
INTERSECTION GRADES / SITE CLEARANCES
5.1
Through street maximum grade is 8% unless this must be exceeded by design to service
lands beyond and protect horizontal and vertical site distances.
5.2
Cut/fill slopes, vegetation planting, retaining wall structures and parking, shall be designed to
protect all site distances.
6.0
STORM DRAINAGE
6.1
Catch Basin grates on road grades exceeding 6% require sloping into (opposite) the downhill
road grade to catch surface flows.
6.2
High side gutter elevation to catch basin grate shall be 75 mm.
6.3
Ditching, swales or natural drainage courses exceeding 6% require a properly designed ditch
cross section that will control erosion taking into account soil type, water flow and velocity.
The design should include geo-fabric, use of layered graded granular material of increasing
coarseness and rip rap.
7.0
UNDERGROUND UTILITY CORRIDORS
7.1
Side yard and rear yard underground utility corridors shall only be approved if they are
included in an easement that restricts the construction of permanent structures and required
that the cost of removing and reconstructing fences and landscaping placed within the
easement are the property owner's responsibility.
7.2
The design of the underground utility corridor shall consider depth of bury, access, separation
from private structures and long term operational maintenance.
7.3
The use of private on-site sewage pumps shall be a standard practice on the down slope lots.
7.4
Utility service and transformer boxes, which need to be at road grade, would require suitable
grading and retaining structures.
8.0
RETAINING WALLS / STAIRWAYS
8.1
Retaining walls or stairways required to facilitate access from the street or adjacent lot are to
be engineered and shall be placed on private property, not in the road right-of-way.
8.2
Any retaining or landscape structure across a boulevard or median required to maintain
surface utilities at road grade or to facilitate split road sections shall be engineered to protect
the location and depth of all underground utilities.
9.0
DRIVEWAY ACCESS
9.1
Access by easement across adjacent properties to achieve practical access can be an
engineered option for a maximum of 3 lots.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00500 - HILLSIDE
DEVELOPMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 4 OF 5
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
9.2
In areas with severe vertical curves, driveway locations may have to be restricted to maintain
proper sight lines and stopping sight distance.
10.0 SITE RESTORATION
10.1
Disturbed areas within the road right-of-way or on disturbed areas of the site that are not
within what will be formal landscaped areas or building sites shall be restored to a natural
condition or to a condition that will prevent erosion prior to substantial completion being issued
in the case of a road right-of-way or final occupancy in the case of a Building Permit
application
10.2
Restoration practices employed shall be specifically tailored to address the type and degree of
disturbance and the specific conditions of the site.
10.3
Restoration practices include:
10.3.1 Grading to natural contours.
10.3.2 Construction of properly designed erosion control devices.
10.3.3 Scarification and loosening of compacted soil following by hydro seeding.
10.3.4 Planting of trees and shrubs.
10.3.5 Maintenance to ensure growth.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00500 - HILLSIDE
DEVELOPMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 5 OF 5
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
11.0 HILLSIDE STREETS STANDARDS TABLE
Table 11.0
STREET TYPE
CONDITION1
DESIGN
SPEED
MAX.
GRADE
ROW
WIDTH
PAVEMENT
WIDTH (m)2
PARKING
CURB &
GUTTER
SIDEWALK3
STREET
TREES
LOCAL STREET
Development fronts both sides
A
40
15
14
6.0
above
curb both
sides
rollover
1
optional
Development fronts one side
B
40
15
12
6.0
above
curb one
side
rollover
1
optional
No Development fronting
C
40
15
10
6.0
none
permitted
barrier
1
optional
COLLECTOR STREET
Development fronts both sides
A
50
11
18
8.6
above
curb both
sides
rollover
2
2 sides
Development fronts one side
B
50
11
15
8.6
above
curb one
side
rollover
1
2 sides
No Development fronting
C
50
11
14
8.6
none
permitted
barrier
1
2 sides
HILLSIDE EMERGENCY
VEHICLE ACCESS
20
11
4.5
4.5
Footnotes:
1.
Condition refers Standard Detail Drawings S-HS1 and S-HS2.
2.
Pavement width measured from face of curb.
3.
Sidewalks should terminate at a destination or connect with another sidewalk or pathway.
The number indicates one or both sides of the street.
4.
Sidewalks are not required on local streets in steep slope areas unless they are required
to provide connectivity to schools, parks, commercial areas or lands beyond. If this is the
case, the right-of-way width may be reduced accordingly.
5.
Roadway cross sections may be further reduced in width if parking is to be established at
strategic locations.
6.
One way lane widths require 3.0 m traveled lane plus 2.5 m parking or cycling width.
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00600 - ELECTRICAL
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 1 OF 4
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
1.0
ELECTRICAL STREET LIGHTING AND COMMUNICATION WIRING
1.1
Electrical power supply, street lighting and communications systems shall be designed and
approved by the General Manager, Electric Utility and to the criteria requirements noted in this
schedule.
1.2
Consulting Engineers retained by the Owner to design the works and services must consult with
the General Manager, Electric Utility to determine what existing information may be of assistance
to them.
2.0
GENERAL
2.1
The electrical and communications systems must be designed and installed at the Owner's
expense, in accordance with the requirements of the appropriate utility company standards and in
accordance with all applicable Municipal codes and regulations, Provincial Statutes, regulations
and/or standards.
2.2
It is standard practice that electrical design plans are prepared prior to design co-ordination with
the other utility companies. (Telephone, Cable, Gas)
2.2.1
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 Penticton Electrical Utility, Schedule "A", and
the appropriate telephone, cable and gas utilities.
2.3
Where overhead distribution is permitted, pole and anchor locations must be approved by the
General Manager, Electric Utility and any other affected utility company. Care must be taken to
avoid aerial trespass, or conflicts with all other utility infrastructure.
2.4
Plans and agreements for rights of way for anchors, pad-mounted transformers, etc., must be
provided and registered prior to construction.
3.0
CONDUITS
3.1
All conduits must be designed and installed at a constant depth as per Supplementary Standard
Detail Drawing U-D-1 and on the alignment specified in the design drawings supplied by the
Penticton Electric Utility. When installed in a boulevard, all conduit, with the exception of rigid
PVC streetlight conduit, must be concrete encased. Under a paved roadway all conduit must be
concrete encased.
4.0
ELECTRICAL / COMMUNICATIONS
4.1
Electrical systems must be provided to serve each lot within the subdivision. The location of all
facilities and structures must be in accordance with the engineering drawings as approved by the
City.
4.2
Electrical transformers, junction boxes, vaults, and streetlights are normally set at the projection
of a lot line.
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00600 - ELECTRICAL
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 4 OF 4
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
6.0
COMMUNICATION WIRING
6.1
The owner must make arrangements with the appropriate communication and cable television
company for design and installation of services in accordance with their requirements and
standards.
6.2
Underground electrical, telephone and cable television, where installed, must be sufficiently
complete prior to construction of sidewalks, curbs and gutters and street paving, to avoid damage
to these improvements.
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 1 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
1.0
STANDARD DETAIL DRAWING INDEX AND MMCD SUPPLEMENTS
1.1
Use Table 1.1 to determine the status of the Standard Detail Drawings contained in the
MMCD. For the most part the City adopts them however there are some that are deleted and
some that the City has added for further clarification.
Table 1.1
Drawing
Number
Drawing Name
Status
GENERAL DETAILS
G0
DRAWING INDEX - GENERAL DETAILS
DELETE
G1
GENERAL LEGEND FOR CONTRACT DRAWINGS
DELETE
G2
LEGEND FOR MATERIALS
MMCD
G3
LEGEND FOR STREET LIGHT AND TRAFFIC SIGNAL
DRAWINGS
DELETE
G4
UTILITY TRENCH
DELETE
G5
PAVEMENT RESTORATION
MMCD
G6
CONCRETE ENCASEMENT FOR WATERMAIN / SEWER
SEPARATION
MMCD
G7
CONCRETE PROTECTION FOR UNDERGROUND UTILITIES
MMCD
G8
PIPE ANCHOR BLOCKS
MMCD
S-G4
PIPE TRENCH DETAIL
CITY
S-G9
TYPICAL LOT SERVICING LOCATIONS
CITY
S-G10
STREET LIGHT SPACING AND PATTERNS
CITY
S-G11
STANDARD BUS STOP DIMENSIONS
CITY
S-G12
STANDARD BUS BAY DIMENSIONS
CITY
S-G13
STANDARD SCHOOL BUS BAY
CITY
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 2 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
STORM AND SANITARY SEWERS
S0
DRAWING INDEX - STORM AND SANITARY SEWERS
DELETE
S1
STANDARD AND SUMP MANHOLES
MMCD
S2
STANDARD MANHOLE CONNECTION DETAILS
MMCD
S3
MANHOLE CONNECTION DETAILS - DROP AND RAMP TYPE
MMCD
S4
INSIDE DROP MANHOLE
DELETE
S5
PRECAST RISER MANHOLE
MMCD
S6
SEWER CLEANOUT
MMCD
S7
SANITARY SEWER SERVICE CONNECTION
DELETE
S8
STORM SEWER SERVICE CONNECTION
MMCD
S9
INSPECTION CHAMBER FOR 100 TO 200 SANITARY SEWER
CONNECTION
MMCD
S10
INSPECTION CHAMBER FOR 250 TO 375 STORM SEWER
CONNECTION
MMCD
S11
TOP INLET CATCH BASIN
DELETE
S12
LAWN DRAINS
MMCD
S13
STORM SEWER INLET WITH SAFETY GRILLAGE
MMCD
S14
CONCRETE BLOCK ENDWALL
MMCD
S15
DRIVEWAY CULVERT WITH CONCRETE BLOCK ENDWALLS
MMCD
S-S7
SANITARY AND STORM SEWER SERVICE CONNECTION
CITY
S-S11a
CATCH BASIN - TYPE 1, TOP INLET
CITY
S-S11b
CATCH BASIN - TYPE 1, FRAME AND GRATE
CITY
S-S11c
CATCH BASIN - TYPE 2, SIDE INLET
CITY
S-S11d
CATCH BASIN - TYPE 2, SIDE AND GUTTER CASTINGS
CITY
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 3 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
S-S11e
CATCH BASIN - TYPE 2, SIDE INLET TOP SLAB
CITY
S-S11f
CATCH BASIN - TYPE 3, ROLLCURB FRAME AND GRATE
CITY
S-S11g
CATCH BASIN ON > 6% GRADE ROAD
CITY
S-S16
DRAINAGE DRYWELL
CITY
S-S17
MANHOLE FRAME AND COVER
CITY
S-S17a
FLOATING MANHOLE FRAME AND COVER
CITY
S-S18
MANHOLE - CAST IN PLACE
CITY
S-S20
SUB-BASE (PERFORATED) DRAIN
CITY
S-S21
COMMERCIAL DRIVEWAY SUMP
CITY
S-S22
PREBENCHED MANHOLE BENCHING
CITY
S-S23
MANHOLE REQUIREMENT FOR SERVICES
CITY
S-S25
TYPICAL URBAN FRONT LOT DRAINAGE
CITY
S-S26
TYPICAL RURAL FRONT LOT DRAINAGE
CITY
S-S27
TYPICAL URBAN SPLIT LOT DRAINAGE
CITY
S-S28
TYPICAL RURAL SPLIT LOT DRAINAGE
CITY
S-S29
TYPICAL URBAN REAR LOT DRAINAGE
CITY
S-S30
TYPICAL RURAL REAR LOT DRAINAGE
CITY
S-S31
RAINFALL INTENSITY DURATION FREQUENCY CURVES
CITY
WATERWORKS
W0
DRAWING INDEX - WATERWORKS
DELETE
W1
TYPICAL THRUST BLOCK ARRANGEMENTS
DELETE
W2a
WATER SERVICE CONNECTION - SERVICE BOX
DELETE
W2b
WATER SERVICE CONNECTION - VALVE BOX
DELETE
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 4 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
W2c
METER INSTALLATION FOR 19 AND 25 mm SERVICE
CONNECTIONS
DELETE
W2d
METER INSTALLATION FOR 38 AND 50 mm SERVICE
CONNECTIONS
DELETE
W3
GATE VALVE INSTALLATION
MMCD
W4
FIRE HYDRANT INSTALLATION
DELETE
W5
TEST POINT INSTALLATION
MMCD
W6
AIR VALVE ASSEMBLY - 25 AND 50 mm VALVES
MMCD
W7
AIR VALVE ASSEMBLY - 100 mm VALVE
MMCD
W8
BLOW OFF FOR WATERMAIN
MMCD
W9
BLOW DOWN CHAMBER
DELETE
W10
WATERWORKS CHAMBER DRAIN
MMCD
S-W1
TYPICAL THRUST BLOCK ARRANGEMENTS
CITY
S-W1a
TYPICAL THRUST BLOCK REQUIREMENTS
CITY
S-W2
WATER SERVICE CONNECTION FOR 19 AND 25 mm
CITY
S-W4
FIRE HYDRANT INSTALLATION
CITY
S-W11
WATER SERVICE CONNECTION 37 AND 50 mm
CITY
S-W11a
WATER SERVICE CONNECTION 100 mm AND OVER
CITY
S-W12
STANDARD VALVE BOX ASSEMBLY
CITY
S-W13
STANDARD COMBINATION AIR VALVE INSTALLATION
CITY
S-W14
FROSTPROOF 19 AND 25 mm METER VAULT
CITY
S-W15
METER INSTALLATION 19 AND 25 mm
CITY
S-W16
METER INSTALLATION 38 AND 50 mm
CITY
S-W17
METER INSTALLATION 75 mm AND LARGER
CITY
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 5 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
S-W18
VALVE ANCHORING DETAILS - 250, 300 AND 400 mm
CITY
S-W19
WATERMAIN RELOCATION
CITY
CONCRETE AND MISCELLANEOUS DETAILS
C0
DRAWING INDEX - CONCRETE AND MISCELLANEOUS
DETAILS
DELETE
C1
CONCRETE SIDEWALK, INFILL AND BARRIER CURB
MMCD
C2
CONCRETE SIDEWALK AND BARRIER CURB
MMCD
C3
CONCRETE SIDEWALK AND ROLLOVER CURB
MMCD
C4
CONCRETE CURB - NARROW BASE
MMCD
C5
CONCRETE BARRIER CURB - WIDE BASE
MMCD
C6
CONCRETE MEDIAN CURB AND INTERIM CURBS
MMCD
C7
DRIVEWAY CROSSING FOR BARRIER CURBS
MMCD
C8
WHEELCHAIR RAMP FOR SIDEWALK, INFILL AND BARRIER
CURB
MMCD
C9
WHEELCHAIR RAMP FOR SIDEWALK AND BARRIER CURB
MMCD
C10
CONCRETE WALKWAY
MMCD
C11
BICYCLE BAFFLE
MMCD
C12
REMOVABLE RESTRICTION POST
MMCD
C13
CHAIN LINK FENCE FOR WALKWAY
MMCD
C14
HANDRAIL FOR CONCRETE RETAINING WALL
MMCD
S-C16
CONCRETE RETAINING WALL 1.2 m HIGH
CITY
S-C18
ROLLOVER CURB WITH GUTTER
CITY
S-C18a
PENTICON ROLLED CURB AND GUTTER
CITY
S-C19
INTERLOCKING UNIT PAVER
CITY
SECTION 00700 - STANDARD DETAIL
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
Page 6 of 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Drawing
Status
Number
Name
S-C19a
HOLLAND BLOCK UNIT PAVERS
CITY
S-C20
CONCRETE STAIRWAY DETAILS
CITY
S-C21
STREET NAME AND SIGN POST STANDARD
CITY
ROADWORKS
R0
DRAWING INDEX - ROADWORKS
DELETE
R1
PAVED SHOULDERS
MMCD
S-R2
URBAN LOCAL RESIDENTIAL ROAD
CITY
S-R3
URBAN RESIDENTIAL BOULEVARD DETAILS
CITY
S-R4
URBAN LOCAL COMMERCIAL ROAD
CITY
S-R4a
URBAN LOCAL INDUSTRIAL ROAD
CITY
S-R5
URBAN COLLECTION RESIDENTIAL ROAD
CITY
S-R6
URBAN COLLECTOR INDUSTRIAL ROAD
CITY
S-R6a
URBAN COLLECTOR COMMERCIAL ROAD
CITY
S-R7
URBAN COLLECTOR WITH LEFT TURN LANE - SECTION
CITY
S-R8
URBAN COLLECTOR WITH LEFT TURN LANE - PLAN
CITY
S-R9
URBAN COLLECTOR BOULEVARD DETAILS
CITY
S-R10
RURAL LOCAL ROAD
CITY
S-R11
RURAL COLLECTOR ROAD
CITY
S-R12
LANES - RESIDENTIAL
CITY
S-R12a
LANES - COMMERCIAL/MULTI-FAMILY PRIMARY
CITY
ACCESS LANE OR PARKING LOT
S-R13
URBAN LOCAL RESIDENTIAL CUL-DE-SAC
CITY
S-R14
URBAN INDUSTRIAL/COMMERCIAL CUL-DE-SAC
CITY
S-R15
RURAL LOCAL CUL-DE-SAC
CITY
S-R16
URBAN LOCAL RESIDENTAIL EXPANDED CORNER
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 9 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
E3.6
CONCRETE VAULT
DELETE
E4.1
UNDERGROUND CONDUIT IN PAVED AREAS
DELETE
E4.2
UNDERGROUND CONDUIT IN NON-PAVED AREAS
DELETE
E5.1
LUMINAIRE POLE (TYPE 2 SHAFT)
MMCD
E5.2
LUMINAIRE POLE (TYPE 2 SHAFT)
MMCD
E5.3
SIGNAL POLE (TYPE 1 SHAFT)
MMCD
E5.4
SIGNAL POLE (TYPE 1 SHAFT)
MMCD
E5.5
SIGNAL POLE (TYPE 3 SHAFT)
MMCD
E5.6
SIGNAL POLE (TYPE 3 SHAFT)
MMCD
E5.7
SIGNAL POLE (TYPE 6 SHAFT)
MMCD
E5.8
SIGNAL POLE (TYPE 6 SHAFT)
MMCD
E5.9
SIGNAL POLE (TYPE 7 SHAFT)
MMCD
E5.10
SIGNAL POLE (TYPE 7 SHAFT)
MMCD
E5.11
SIGNAL POLE (TYPE S SHAFT)
MMCD
E5.12
SIGNAL POLE (TYPE S SHAFT)
MMCD
E5.13
SIGNAL POLE (TYPE S SHAFT)
MMCD
E5.14
SIGNAL POLE (TYPE L SHAFT)
MMCD
E5.15
SIGNAL POLE (TYPE L SHAFT)
MMCD
E4.16
SIGNAL POLE (TYPE L SHAFT)
MMCD
E5.17
SIGNAL POSTS (TYPE 4, 4A AND 5 SHAFTS)
MMCD
E5.18
SIGNAL POSTS (TYPE 4, 4A AND 5 SHAFTS)
MMCD
E5.19
POST TOP LUMINIARE POLES
MMCD
E5.20
POST TOP LUMINAIRE POLES
MMCD
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 8 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
E1.11
TYPES F1, L1 & S1 SPREAD FOOTING SHAPE CONCRETE
BASES
MMCD
E1.12
TYPES F1, L1 & S1 SPREAD FOOTING SHAPE CONCRETE
BASES
MMCD
E1.13
TYPES F2, L2 & S2 TRAPEZOIDAL SHAPE CONCRETE BASES
MMCD
E1.14
TYPES F2, L2 & S2 TRAPEZOIDAL SHAPE CONCRETE BASES
MMCD
E1.15
1" DIAMETER ANCHOR BOLTS
MMCD
E1.16
ANCHOR BOLT CAGE FOR TYPE 6, 7 AND S POLES
MMCD
E1.17
ANCHOR BOLT CAGE FOR TYPE L POLES
MMCD
E1.18
CONCRETE BASE FOR POST MOUNTED FLASHER LUMINAIRE
(PRECAST)
MMCD
E1.19
POLE BASE INSTALLATION DETAILS
DELETE
E1.20
POLE BASE INSTALLATION DETAILS
DELETE
E2.1
TYPE M (NEMA CABINET) CONCRETE CONTROLLER BASE
MMCD
E2.2
TYPE P (NEMA CABINET) CONCRETE CONTROLLER BASE
MMCD
E2.3
MODEL 170 CONCRETE CONTROLLER BASE
MMCD
E2.4
CONTROLLER INSTALLATION (FOR TYPE P & M CABINETS)
MMCD
E2.5
CONTROLLER INSTALLATION (FOR MODEL 170 CABINETS)
MMCD
E2.6
TYPE F CONTROLLER PEDESTAL
MMCD
E2.7
TYPE F CONTROLLER PEDESTAL
MMCD
E3.1
ROUND PLASTIC JUNCTION BOXES
DELETE
E3.2
TYPE 37 AND 66 CONCRETE JUNCTION BOXES
DELETE
E3.3
LARGE CONCRETE JUNCTION BOXES
DELETE
E3.4
LARGE CONCRETE JUNCTION BOXES
DELETE
E3.5
CONCRETE VAULT
DELETE
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 10 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
E5.21
SERVICE BASE
DELETE
E5.22
POLE ACCESSORIES
MMCD
E6.1
POST TOP SIGNAL HEAD MOUNTING
MMCD
E6.2
SIDE OF POLE SIGNAL HEAD MOUNTING (METHOD 1)
MMCD
E6.3
SIDE OF POLE SIGNAL HEAD MOUNTING (METHOD 2)
MMCD
E6.4
SIDE OF POLE SIGNAL HEAD MOUNTING (METHOD 3)
MMCD
E6.5
OVERHEAD SIGNAL HEAD MOUNTING (SPRING CUSHION
END HANGER METHOD)
MMCD
E6.6
OVERHEAD SIGNAL HEAD MOUNTING (SPRING CUSHION MID
HANGER METHOD)
MMCD
E6.7
OVERHEAD SIGNAL HEAD MOUNTING (PLUMBIZER METHOD)
MMCD
E6.8
OVERHEAD SIGNAL MOUNTING (PLUMBIZER METHOD)
MMCD
E6.9
OVERHEAD SIGNAL HEAD MOUNTING (ADJUSTABLE
BRACKET METHOD)
MMCD
E6.10
OVERHEAD SIGNAL HEAD MOUNTING ON POLE ARM (BALL
HANGER METHOD)
MMCD
E6.11
OVERHEAD SIGNAL HEAD MOUNTING ON (BALL HANGER
METHOD)
MMCD
E6.12
AUDIBLE SIGNALS
MMCD
E7.1
PEDESTRIAN PUSHBUTTON WITH SEPARATE SIGN
MMCD
E7.2
PEDESTRIAN PUSHBUTTON WITH INTEGRAL SIGN
MMCD
E7.3
PEDESTRIAN PUSHBUTTON POST
MMCD
E8.1
UNDERGROUND DIP SERVICE
DELETE
E8.2
SERVICE PANEL IN SERVICE BASE (MOUNTING DETAILS)
MMCD
E8.3
SERVICE PANEL IN SERVICE BASE (MOUNTING DETAILS)
MMCD
E8.4
60A STREETLIGHT AND 100A STREETLIGHT / TRAFFIC
SIGNAL SERVICE PANEL IN SERVICE BASE (PANEL DETAILS)
MMCD
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 11 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
E8.5
60A (120/240V) STREET LIGHTING SERVICE PANEL IN
SERVICE BASE (WIRING DIAGRAM)
MMCD
E8.6
100A (120/240V) TRAFFIC SIGNAL / STREET LIGHTING
SERVICE PANEL IN SERVICE BASE (WIRING DIAGRAM)
MMCD
E8.7
100A TRAFFIC SIGNAL / STREETLIGHTING SERVICE PANEL
ON POLE (MOUNTING DETAILS)
MMCD
E8.8
100A TRAFFIC SIGNAL / STREETLIGHTING SERVICE PANEL
ON POLE (MOUNTING DETAILS)
MMCD
E8.9
100A (120/240V) TRAFFIC SIGNAL / STREET LIGHTING
SERVICE PANEL (WIRING DIAGRAM)
MMCD
E8.10
SERVICE GROUND PLATE INSTALLATION DETAIL
DELETE
E8.11
LUMINAIRE WIRING IN POLE HANDHOLE
DELETE
E8.12
SIGNAL CABLE WIRING IN POLE HANDHOLE
MMCD
E8.13
SIGNAL CABLE COLOUR CODE SAMPLE (ONTARIO SPEC
METHOD)
MMCD
E8.14
MINIMUM CLEARANCES TO OVERHEAD POWERLINES
MMCD
E8.15
POLE MOUNTED RECEPTACLE
MMCD
E8.16
TELEPHONE DEMARCATION ENCLOSURE MOUNTING
DETAILS ON CONTROLLER OR POLE
MMCD
E8.17
TELEPHONE CONDUIT ON UTILITY POLE
MMCD
E8.18
CONDUIT TIE-IN TO TELEPHONE VAULT, MANHOLE
JUNCTION BOX
MMCD
E9.1
TYPICAL DETECTOR LOOP TYPES
MMCD
E9.2
DETECTOR LOOPS
MMCD
E9.3
DETECTOR LOOPS
MMCD
E9.4
DETECTOR LOOP TO SHIELDED CABLE SPLICES
MMCD
E9.5
DETECTOR LOOP PROCEDURES AND RULES
MMCD
E9.6
DETECTOR LOOP PROCEDURES AND RULES
MMCD
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 12 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
E9.7
TYPICAL LAYOUT FOR DIAMOND AND ROUND TRAFFIC
SIGNAL DETECTOR LOOPS
MMCD
E9.8
PRE-FORMED DIAMOND DETECTOR LOOP INSTALLATION
DETAILS
MMCD
E9.9
PRE-FORMED DIAMOND DETECTOR LOOP INSTALLATION
DETAILS
MMCD
E9.10
PRE-FORMED DIAMOND DETECTOR LOOP INSTALLATION
DETAILS
MMCD
E10.1
FLASHER LUMINAIRE AND SIGNS ON PERFORATED STEEL
TUBING
MMCD
E10.2
FLASHER LUMINAIRE AND SIGNS ON PERFORATED STEEL
TUBING
MMCD
E10.3
FLASHER LUMINAIRE AND SIGNS ON STEEL POLE
MMCD
E10.4
FLASHER LUMINAIRE AND SIGNS ON STEEL POLE
MMCD
E11.1
OVERHEAD EXTRUDED ALUMINUM ADVANCE WARNING SIGN
ASSEMBLY DETAILS
MMCD
E11.2
OVERHEAD EXTRUDED ALUMINUM ADVANCE WARNING SIGN
INSTALLATION DETAILS
MMCD
E11.3
OVERHEAD EXTRUDED ALUMINUM ADVANCE WARNING SIGN
INSTALLATION DETAILS
MMCD
E11.4
OVERHEAD EXTRUDED ALUMINUM SIGN INSTALLATION
DETAILS
MMCD
E11.5
OVERHEAD EXTRUDED ALUMINUM SIGN INSTALLATION
DETAILS
MMCD
E11.6
OVERHEAD EXTRUDED ALUMINUM SIGN ASSEMBLY DETAILS
MMCD
E11.7
OVERHEAD EXTRUDED ALUMINUM SIGN ASSEMBLY DETAILS
MMCD
E11.8
OVERHEAD EXTRUDED ALUMINUM SIGN ASSEMBLY DETAILS
MMCD
E11.9
OVERHEAD EXTRUDED ALUMINUM SIGN LUMINAIRE
INSTALLATION DETAILS
MMCD
E11.10
JUNCTION BOX INSTALLATION DETAILS ON SIGN ARMS
MMCD
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 13 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
U-M-1
ELECTRICAL DISTRIBUTION SYSTEM DRAWING LEGEND
CITY
M-C-1
METER CABINET INSTALLATION DETAILS
CITY
M-K-1
KIOSK PAD PRIMARY METERING INSTALLATION
CITY
M-K-1A
METERING KIOSK PAD
CITY
U-D-1
STANDARD TRENCH DETAIL CITY ELECTRICAL & FIBER,
TELEPHONE & CABLE
CITY
U-J1-1
1 PHASE PRIMARY JUNCTION BOX INSTALLATION DETAILS
CITY
U-J3-1
3 PHASE PRIMARY JUNCTION BOX (TYPE 832) INSTALLATION
DETAILS
CITY
U-K-1
TYPE 1818 (TOP HALF) PADMOUNT SWITCHGEAR KIOSK
CITY
U-K-1A
PADMOUNT SWITCHGEAR KIOSK FOOTING SPECIFICATIONS
CITY
U-L-1
STREETLIGHTING STANDARD PEDESTAL
CITY
U-L-2
DISTRIBUTION / STREETLIGHTING PEDESTAL
CITY
U-L-3
DISTRIBUTION / STREETLIGHTING RETROFIT PEDESTAL
CITY
U-L-4
STREETLIGHT LUMINAIRE POLE & DISTRIBUTION BASE
(TYPE A & B)
CITY
U-L-5
POST-TOP TYPE STREETLIGHT WITH DISTRIBUTION BASE
(RESIDENTIAL USE ONLY)
CITY
U-L-6
STREETLIGHTING SERVICE & PANEL LAYOUT (O/H OR U/G)
CITY
U-L-7
STREETLIGHTING CONTROL PANEL (SCHEMATIC)
CITY
U-L-8
STREETLIGHTING U/G WIRING WITH CONCRETE PEDESTAL
CITY
U-L-9
DECORATIVE STREETLIGHT 36 INCH BASE INSTALLATION
DETAILS
CITY
U-L-9A
36 INCH BASE DETAIL FOR DECORATIVE STREETLIGHTS
CITY
U-L-9B
3/4 INCH DIA. ANCHOR BOLT DETAIL FOR DECORATIVE
STREETLIGHTS - 36 INCH BASE
CITY
U-L-10
STREETLIGHT DISTRIBUTION BASE DETAIL
CITY
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
SECTION 00700 - STANDARD DETAIL
DRAWINGS
SUBDIVISION & DEVELOPMENT
SCHEDULE "G"
PAGE 14 OF 14
BYLAW 2004-81
DESIGN CRITERIA
NOVEMBER 2004
Drawing
Number
Drawing Name
Status
U-Q-1
TYPICAL POLE RISER & PILASTER (1 PH. OR 3 PH. & WOOD
OR STEEL)
CITY
U-V1-1
SINGLE PHASE PRE-CAST TRANSFORMER PAD
CITY
U-V1-2
SINGLE PHASE PRE-CAST TRANSFORMER PAD TYPE 2 FOR
RETROFIT
CITY
U-V3-1
THREE PHASE PRE-CAST TRANSFORMER PAD
CITY
U-X-1
STANDARD LOCATIONS FOR TELUS & CABLE T.V. JUNCTION
BOXES WHERE AN ELECTRICAL SERVICE BOX IS USED
CITY
U-X-2
TYPICAL RESIDENTIAL LOT SERVICING LOCATIONS
CITY
U-X-3
UNDERGROUND RESIDENTIAL SERVICE
CITY
U-X-5
1 PHASE DIP SERVICE
CITY
U-X-6
1 PHASE TAP WITH U/G DIP SERVICE
CITY
U-X-7
SERVICE BOX INSTALLATION DETAIL
CITY
END OF SECTION
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
MMCD SUPPLEMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
PAGE 1 OF 10
BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
1.0
GENERAL
1.1
Works provided pursuant to this bylaw shall be in accordance with the Master Municipal
Construction Document, Volume II, dated April 2000, which is filed in the Municipal Clerk's
office, and which is hereby incorporated by reference into this bylaw.
1.2
For the purposes of this bylaw, strike the word "Contractor" in the Master Municipal
Construction Document, and replace it with the word "Developer".
1.3
For purposes of this bylaw, delete the Measurement and Payment subsection in each section
of the Master Municipal Construction Document. It is not the intent of the City to govern the
relationship between a Developer and a Contractor.
2.0
SUPPLEMENTS TO THE MMCD
2.1
These Supplementary Specifications amend, add to, delete or govern over the Master
Municipal Construction Document, Volume II, dated April 2000.
2.2
Section numbers in the City of Penticton supplement coincide with those of the Master
Municipal Specifications.
2.3
Please refer to Table 2.3 for a detailed list of the supplemental information.
Table 2.3 - Supplements to the MMCD
SECTION
SUB
SECTION
TITLE
SUPPLEMENTARY SPECIFICATION
01535 -
TEMPORARY
FACILITIES
1.2
Installation &
Removal
Add Clause 1.2.3 which reads: "Manhole insert blocks shall
be placed in all manholes prior to any roadworks and
removed immediately following hot-mix paving. The 19 mm
plywood half circles are to be placed on top of the benching
to prevent debris from entering or plugging any pipe lines."
01570 - TRAFFIC
REGULATION
1.0
General
Add Clause 1.0.5 which reads: "The Contractor shall be
responsible for protecting and/or removing and returning to
City Yards, all existing street name or traffic signs. Damage
to existing signing will result in replacement costs being
invoiced to the Contractor. The Contractor shall notify the
City, in writing, of any existing damage to these items prior to
start of work."
Add Clause 1.0.6 which reads: "The City will be responsible
for the replacement of existing or the installation of all new
street name, or traffic signs. The cost of supply and
installation of traffic and street identification signs will be
borne by the Developer."
1.7
Disposal
Add Clause 1.7.2 which reads: "The Contractor shall be
responsible for disposing off-site any excess or rejected
excavated material. The Contractor shall supply the City with
the location of any site to be utilized within the City limits."
3.3
Excavation
Add Clause 3.3.13 which reads: "Watermain Crossings:
Where any trench excavation undermines an existing non-
p.v.c. watermain the exposed main, for the full width of trench
plus 300 mm both sides, shall be replaced."
02223 -
EXCAVATING,
TRENCHING AND
BACKFILLING
3.5
Backfill and
Compaction
Add Clause 3.5.3.1.2 which reads: "Backfill Materials: It is
intended to use native material for backfill where suitable. If,
in the opinion of the City Engineer, portions of the native
material are unsuitable for backfill, he may direct the
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
MMCD SUPPLEMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
PAGE 2 OF 10
BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
Developer to dispose of the native fill and import granular fill
in the trench. Subsections .1-.5 still apply."
02233 -
GRANULAR BASE
1.3
Samples
Add Clause 1.3.2 which reads: "Testing of existing native
subgrade is required. 75 mm subgrade gravel requires soils /
sieve analysis and proctor density at the start of the project
and prior to placement of 19 mm base gravel. The
compaction density test is required per every 500 square
metres."
02244 -
GRANULAR
SUBBASE
1.3
Samples
Add Clause 1.3.2 which reads: "Testing of 19 mm gravel
base material for road is required. It requires soils / sieve
analysis and proctor density at the start of the project.
Compaction tests are required per every 100 lineal metres of
curbs or sidewalks and one for every 500 square metres of
road base. Test results are to be reported to the City
Engineer prior to placement of concrete or asphalt."
02515 - UNIT
PAVING
2.1
Materials
Delete Clause 2.1.5 and replace with: "The colour, pattern
and dimensions should be as shown on the approved
engineered drawings."
02523 -
CONCRETE
WALKS, CURBS
AND GUTTERS
3.7
Driveway
Crossings and
Wheel Chair
Ramps
Add Clause 3.7.2 which reads: "Where access must be
maintained for tourist, commercial, institutional, or any
businesses, the concrete curb drops and cross-over aprons
must be poured in two sections if an alternate access is not
possible. No drops in curbs or sidewalks are permitted for
driveways except where barrier curb and gutter is installed,
and for wheelchair ramps at all intersections."
02580 - PAINTED
PAVEMENT
MARKINGS
1.0
General
Add Clause 1.0.2 which reads: "All centre line and pavement
markings will be undertaken by the City and paid for by the
Developer."
2.1
General
Add Clause 2.1.2 which reads: "A list of pre-approved
products for use in the City of Penticton is provided as part of
these supplementary specifications. Please refer to Section
3.0 of this schedule."
2.2
Mainline Pipe,
Joints and
Fittings
Add Clause 2.2.2.3 which reads: "Joints to be minimized by
use of full length pipes. Short lengths extensions with
intermittent couplings or clamps are not permitted."
2.3
Valves and
Valve Boxes
Delete "300 mm from property line" and replace with "1.7 m
from property line" through entire section.
2.5
Service
Connections,
Pipe, Joints
and Fittings
Delete from Clause 2.5.1: "Polyethylene to AWWA C901,
Pressure Class 160 tubing certified to CSA B137.1 or".
Delete from Clause 2.5.5: "flared or".
2.6
Hydrants
Delete Clause 2.6.1.6.3 and replace with "Hydrant ports must
be supplied with a Storz Pumper Nozzle Connection."
Delete Clause 2.6.2 and replace with "Hydrants will be
painted by the City and the cost borne by the Developer."
2.7
Underground
Service Line
Valves and
Fittings
Add to Clause 2.7.3.2: "Gate valves only permitted."
Delete Clause 2.7.3.5
Delete "75 mm" from Clause 2.7.4 and replace with "37 mm".
3.3
Trenching
Delete "1.0 m" from Clause 3.3.3 and replace with "1.5 m".
02666 -
WATERWORKS
3.6
Pipe
Installation
Add Clause 3.6.11 which reads: "Where existing water
services conflict with a new main installation and the copper
service must be cut, the Contractor shall supply the pipe and
fittings to make the necessary repairs. The intent of this item
is to allow for the continual laying of new mains. Repairs
must be done utilizing compression fittings for copper service
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
MMCD SUPPLEMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
PAGE 3 OF 10
BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
lines."
3.10
Service
Connection
Installations
Delete Clause 3.10.10
Delete "50 mm" from Clause 3.10.11 and replace with "25
mm".
3.12
Hydrants
Delete Clause 3.12.4
3.13
Thrust Blocks
Delete Clause 3.13.6
3.19
Testing
Procedure
Amend Clause 3.19.2 to say the minimum test pressure is
"1724 Kpa (250 p.s.i)".
2.0
Products
Add Clause 2.0.1 which reads: "A list of pre-approved
products for use in the City of Penticton is provided as part of
these supplementary specifications. Please refer to Section
3.0 of this schedule."
2.1
Concrete Pipe
Delete "900 mm" in Clause 2.1.1 and replace with "675 mm".
Add Clause 2.1.1.1 which reads: "Pipe 675 mm in diameter
and smaller to be P.V.C."
02721 - STORM
SEWERS
3.12
Video
Inspection
Add Clause 3.12.1.1 which reads: "Storm sewers must be
video inspected following completion of flushing and prior to
paving."
Add Clause 3.12.4 which reads: "Video inspection
typewritten report to include 35 mm still colour photos at 20 m
intervals or each service location plus any deficient or
irregular item identifiable."
Add Clause 3.12.5 which reads: "Video tapes shall be full
colour VHS format (500 line resolution) to define chainage
location of any leak, crack, debris, flow obstruction or any
other observation of significance."
2.1
Materials
Delete "150 mm diameter" and replace with "250 mm
diameter" in Clause 2.1.11
Add Clause 2.1.16.1 which reads: "Steel riser rings welded
to the top of existing manhole frames is not permitted."
02725 -
MANHOLES AND
CATCHBASINS
3.3
Manhole
Installation
Delete "25 mm" and replace with "19 mm" in Clause 3.3.3
Add Clause 3.3.9.1 which reads: " 'Conseal' continuous joint
sealer is permitted."
2.0
Products
Add Clause 2.0.1 which reads: "A list of pre-approved
products for use in the City of Penticton is provided as part of
these supplementary specifications. Please refer to Section
3.0 of this schedule."
2.1
Concrete Pipe
Delete "900 mm" in Clause 2.1.1 and replace with "675 mm".
Add Clause 2.1.1.1 which reads: "Pipe 675 mm in diameter
and smaller to be P.V.C."
02731 -
SANITARY
SEWERS
3.18
Video
Inspection
Add Clause 3.12.1.1 which reads: "Sanitary sewers must be
video inspected following completion of flushing and prior to
paving."
Add Clause 3.12.4 which reads: "Video inspection
typewritten report to include 35 mm still colour photos at 20 m
intervals or each service location plus any deficient or
irregular item identifiable."
Add Clause 3.12.5 which reads: "Video tapes shall be full
colour VHS format (500 line resolution) to define chainage
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
MMCD SUPPLEMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
PAGE 4 OF 10
BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
location of any leak, crack, debris, flow obstruction or any
other observation of significance."
1.0
General
New Section. Add Clause 1.0.1 which reads: "The City of
Penticton was constituted as Integrated Survey Area No. 12
on by Order in Council No. 782-73. It is the responsibility of
the City to ensure the integrity of the Integrated Survey
System by maintaining the monuments in the proper
condition and density and installing new monuments to
provide adequate coverage of new developments and
boundary expansions."
2.0
Density of
Monuments
New Section. Add Clause 2.0.1 which reads: "The required
density of control monuments in urban areas according to
Section 3.01 of the Official Survey Act is every 2 blocks or
500 meters, whichever is less. Each monument must be
inter-visible with at least one other monument. The demand
for inter-visibility will at times require higher density than the
above."
3.0
Type of
Monuments
New Section. Add Clause 3.0.1 which reads: "The
monuments shall be installed by the Applicant under the
supervision of the City or a BC Land Surveyor. They shall be
set in a sidewalk, concrete curb or set under the road
surface. Other types shall be approved by the City."
4.0
City
Administration
New Section. Add Clause 4.0.1 which reads: "The quantity,
location, density and type of control monuments will be
determined by the City or his representative in accordance
with the Official Survey Act."
5.0
BC Land
Surveyor's
Involvement
New Section. Add Clause 5.0.1 which reads: "The
monuments shall be tied to the Integrated Survey Network by
a registered BC Land Surveyor in accordance with specific
instructions from the Surveyor General of BC."
6.0
Removal and
Replacement
New Section. Add Clause 6.0.1 which reads: "If the
approved design of the works requires the removal of an
existing control monument, the cost of replacement and
survey of the monument will be the responsibility of the
Developer."
7.0
Final Approval
New Section. Add Clause 7.0.1 which reads: "Prior to final
approval of the works, all control monuments are to be in
place and tied to the Integrated Survey Network to the
satisfaction of the Survey General of the Province of BC."
15465 -
INTEGRATED
SURVEY
MONUMENTS
8.0
Costs
New Section. Add Clause 8.0.1 which reads: "All costs
incurred installing and surveying of the Integrated Survey
Monuments for the subdivision or damage to existing, during
construction will be borne by the Developer."
1.0.2
General
Add Clause 1.0.2 which reads: "The work to be carried out
under this item includes the clearing of rights-of-way,
excavation, supply, delivery, and installation of transformer
pads, primary vaults, primary and secondary electrical ducts,
duct spacers, secondary wire, street light bases, standards,
and luminaires, services boxes, and other items necessary to
the underground distribution system."
1.0.3
Add Clause 1.0.3 which reads: "Backfilling of the electrical
works and clean up, including sloping to finished grade as
specified in the standard drawings or approved engineered
drawings."
1.0.4
Add Clause 1.0.4 which reads: "The work does not include
the supply and installation of transformers, primary cable,
cable terminations, and secondary service connections."
16550 -
ELECTRICAL
2.1.6
Products
Add Clause 2.1.6 which reads: "All materials necessary and
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
MMCD SUPPLEMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
PAGE 5 OF 10
BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
incidental to the installation of the electrical system except
transformers, primary cable, cable terminations, and
secondary service connections shall be supplied by the
developer."
2.1.7
Add Clause 2.1.7 which reads: "Materials used in the
execution of the work shall be a new first-grade product of a
reputable manufacturer."
2.1.8
Add Clause 2.1.8 which reads: "Installations shall be in
accordance with the current edition of the Canadian Electrical
Code, B.C. Amendments, and these specifications. (Where
the requirements of these specifications exceed those of the
Canadian Electrical Code, these specifications shall apply.)"
2.2
Conduit / Duct
Add Clause 2.2 which reads: "All underground conduit for
primary and secondary conductors shall be Type II PVC
concrete encased. Conduit for streetlights shall be Rigid
PVC."
2.3
Conduit / Duct
Spacers
Add Clause 2.3 which reads: "Manufactured type PVC
conduit spacers installed to proper tolerances as per
Supplemental Standard Detail Drawing U-D-1."
2.4
Secondary
Wire
Add Clause 2.4 which reads: "Secondary wire shall be type
RW90-40C, sized and installed in accordance with the City
approved design drawings. Secondary wire to include a #4
AWG stranded Type RW90-40C Green (ground) wire
installed throughout the secondary duct from the associated
padmount transformer."
2.5.1
Street Lighting
Add Clause 2.5.1 which reads: "Luminaires, standards,
distribution bases, and pedestals shall be supplied and
installed as detailed on the standard drawings."
2.5.2
Add Clause 2.5.2 which reads: "Street light wiring shall
consist of 3 stranded conductors, 1 black or red (hot), 1 white
(neutral), #12 RW90-40C insulation and 1 green (bond) #12
RW90-40C insulation sized in accordance with the MMCD
Standard Detail Drawing E8.11 and as per Supplemental
Standard Detail Drawing U-L-8."
2.6
Concrete
Add Clause 2.6 which reads: "Duct encasement shall be 15
mpa minimum."
2.7
Service Boxes
Add Clause 2.7 which reads: "Service boxes shall be a round
type as per Supplementary Standard Detail Drawing U-X-7
with bolt down heavy duty steel galvanized cover or approved
equivalent."
3.23.1
Line & Grade
Add Clause 3.23.1 which reads: "The Contractor will set all
stakes or other marks on an offset for the line and grade of
the various conduits to be installed."
3.23.2
Add Clause 3.23.2 which reads: "All elevations shown or
referred to on the drawings should be geodetic."
3.23.3
Add Clause 3.23.2 which reads: "All conduit installed must be
graded so that water does not lie in the pipe."
3.24
Clearing &
Grubbing
Add Clause 3.23.4 which reads: "The Contractor shall carry
out and be responsible for whatever clearing and rough
grading that is considered necessary to install the electrical
system to finished grade."
3.25.1
Excavation &
Backfill
Add Clause 3.25.1 which reads: "Trenches shall be
excavated to a true line and duct to be installed to the depth
required as per Supplementary Standard Detail Drawing U-D-
1."
3.25.2
Add Clause 3.25.2 which reads: "Care shall be exercised to
avoid disturbing or softening the trench bottom below the
required subgrade and any such disturbed, softened or
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
MMCD SUPPLEMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
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BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
loosened material shall be removed and replaced with an
approved 19 mm crushed gravel thoroughly compacted."
3.25.3
Add Clause 3.25.3 which reads: "When the bottom of the
excavated trench at subgrade is unstable, and cannot
adequately support the conduit, the Contractor will be
instructed to further excavate and/or widen the excavation
and refill the trench with thoroughly compacted 19 mm
crushed minus gravel to subgrade."
3.25.4
Add Clause 3.25.4 which reads: "The trench width shall be
such that there will be a clear space of at least 75 mm
between the trench wall and the outside of the conduit when
laid in its required position."
3.25.5
Add Clause 3.25.5 which reads: "The excavated material not
approved for backfill shall be loaded directly from the
trenching machinery into trucks, and disposed of off-site."
3.25.6
Add Clause 3.25.6 which reads: "When trenching along or
across a paved surface, the pavement cut and removal shall
not be greater than the normal width of the trench plus 150
mm on either side."
3.25.7
Add Clause 3.25.7 which reads: "When excavating for house
connections it will be permissible to neatly pile the excavated
material at one side of the trench. All such trenches must be
backfilled the same day."
3.25.8
Add Clause 3.25.8 which reads: "The trench shall be kept
free of ground water and no such water shall be allowed to
enter the duct."
3.26.1
Conduit / Duct
Laying
Add Clause 3.26.1 which reads: "Before a conduit is laid, the
trench bottom shall be free of all loose material."
3.26.2
Add Clause 3.26.2 which reads: "Conduits shall be laid to
designed lines and grades using conduit spacers at
maximum intervals of 2 m to maintain proper tolerance as per
Supplemental Standard Detail Drawing U-D-1."
3.26.3
Add Clause 3.26.3 which reads: "The conduit and
accessories shall be inspected for defects prior to lowering
into the trench. Any defective, damaged or unsound conduit
or accessory shall be replaced."
3.26.4
Add Clause 3.26.4 which reads: "All foreign matter or dirt
shall be removed from the interior of the conduit before
lowering into position in the trench."
3.26.5
Add Clause 3.26.5 which reads: "The interior of the conduit
shall be kept clean during and after laying. Open ends of
installed conduit shall be properly capped or plugged when
laying is not in progress or on completion of work."
3.26.6
Add Clause 3.26.6 which reads: "Conduit integrity must be
proven by successfully pulling a same sized mandrel through
the conduit in the presence of the City Inspector or Electrical
Utility employee."
3.26.7
Add Clause 3.26.2 which reads: "A plastic binder twine or
other type of pull string approved by the City shall be installed
in all empty conduits."
3.27.1
Backfilling /
Approvals
Add Clause 3.27.1 which reads: "No backfilling of pouring of
concrete encasement shall be done until the City Inspector
has inspected conduits within the trenches and given the
Contractor permission to backfill."
3.27.2
Add Clause 3.27.2 which reads: "When the conduit joining
has been completed it shall be encased in a 75 mm concrete
envelope, i.e., the thickness of the concrete from the outside
of the conduit to the outside of the concrete shall be a
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
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BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
minimum of 75 mm. Leftover concrete must be disposed of
off-site and not dumped in the trench."
3.27.3
Add Clause 3.27.3 which reads: "Place backfill as per
Supplemental Standard Detail Drawing U-D-1."
3.27.4
Add Clause 3.27.4 which reads: "For construction within right-
of-ways which are controlled by the Provincial Government,
the backfilling and road restoration shall be in accordance
with the Provincial Ministry of Transportation specifications."
3.27.5
Add Clause 3.27.5 which reads: "No frozen material shall be
used for backfill. If frost or snow gets into the floor or walls of
the trench, it shall be removed before backfilling."
3.28.1
Service Boxes,
Transformer
Pads,
Padmount
switchgear
Kiosks,
Primary Vaults,
and Grounding
Add Clause 3.28.1 which reads: "Service boxes shall be
installed level with the proposed finished grade elevations as
shown on the contract drawings and installed as shown on
Supplemental Standard Detail Drawings U-X-1 and UX-7."
3.28.2
Add Clause 3.28.2 which reads: "Transformer pads shall be
located at property line as shown on Supplemental Standard
Detail Drawings U-V1-1 and U-V3-1 or at a location approved
by the City of Penticton Electrical Utility."
3.28.3
Add Clause 3.28.3 which reads: "Primary vaults and
switchgear kiosks to be installed at a location approved by
the City Electrical Utility and installed according to
Supplemental Standard Detail Drawings U-K-1, U-K-1A, U-
J1-1 and U-J3-1."
3.28.4
Add Clause 3.28.4 which reads: "Ground grid to consist of 2
only 19 mm x 3 m ground rods, placed in accordance with
Supplemental Standard Detail Drawings (M-K-1 and U-V3-1),
joined with approved ground clamps to #2/0 AWG stranded
copper ground wire forming a rectangular grid at a 1 m
horizontal distance from the padmount switchgear,
transformer, vaults metallic enclosure or lid on all 4 sides."
3.28.5
Add Clause 3.28.5 which reads: "A double #2/0 AWG
stranded copper tail must be brought into the switchgear
kiosk, transformer pad, or vault through the lifting holes of the
pad or vault and extend a minimum of 2.0 m above the top of
the kiosk, pad, or vault. If pre-cast lifting holes are not
applicable, a hole is to be drilled 100 to 150 mm below
finished grade to accommodate the double #2/0 AWG
stranded copper tails feeding into kiosk, pad or vault."
3.28.6
Add Clause 3.28.6 which reads: "Grid burial should be
minimum 100 mm to maximum 150 mm below finished
grade."
3.29.1
Service
Connection
Conduits /
Ducts
Add Clause 3.29.1 which reads: "All service connection
conduits to lots shall be installed as shown on Supplemental
Standard Detail Drawing U-X-3."
3.29.2
Add Clause 3.29.2 which reads: "Work on private property,
untravelled public roads, easements, rights-of-way, etc. will
be finished to the original condition of the property."
3.30.1
Conductors &
Connections
Add Clause 3.30.1 which reads: "All secondary conductors
pulled into transformer pads to extend a minimum of 2.0 m
above the top of the pad."
3.30.2
Add Clause 3.30.2 which reads: "All primary and secondary
wire and cable connections up to and including 750 mcm
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
MMCD SUPPLEMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
PAGE 8 OF 10
BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
compressed conductors shall be supplied and installed by the
City of Penticton's Electrical Utility at the
developer/contractor's expense."
3.31.1
Metering
Transformer
Installations
(For Services
Greater Than
200 Amperes)
Add Clause 3.31.1 which reads: "The location of the meter
cabinet to be approved by General Manager, Electric Utility."
3.31.2
Add Clause 3.31.2 which reads: The height of the meter
cabinet is to be 1830 mm to center of cabinet from finished
grade or floor as per Supplemental Standard Detail Drawing
M-C-1."
3.31.3
Add Clause 3.31.2 which reads: "Plywood (3/4") supplied by
City of Penticton to be installed by Contractor in meter
cabinet."
3.31.3
Add Clause 3.31.3 which reads: "Conduit Size:"
3.31.3.1
Add Clause 3.31.3.1 which reads: "Single Phase - 25 mm
(1") EMT."
3.31.3.2
Add Clause 3.31.3.2 which reads: "Poly Phase - 32mm (1 ¼")
EMT."
3.31.4
Add Clause 3.31.4 which reads: "Conduit to enter bottom of
cabinet 25 - 50 mm from either side when pipe is run on
exterior of wall. If pipe comes through the wall it may enter
back wall of meter cabinet between 25 - 50 mm from bottom
of cabinet and 25 - 50 mm from side wall as per
Supplemental Standard Detail Drawing M-C-1."
3.31.5
Add Clause 3.31.5 which reads: "An additional 19 mm (3/4"
EMT) conduit may be required between the C.T. cabinet and
main switch if access to main switch is not readily accessible
through the C.T. cabinet."
3.31.6
Add Clause 3.31.6 which reads: "On a Three Phase
installation polarity marks on current transformer must face
the "line" side of the conductors."
3.31.7
Add Clause 3.31.7 which reads: "On a Single Phase
installation the polarity mark must face the "line" side of the
red leg."
3.32.1
Inspection,
Testing and
Acceptance
Add Clause 3.32.1 which reads: "The installation of electrical
services requires notification to the City Electrical Utility for
the following inspections:"
3.32.1.1
Add Clause 3.32.1.1 which reads: "Underground conduits,
spacers and bedding materials before placement of concrete,
and primary vaults, transformer pads, distribution bases, etc."
3.32.1.2
Add Clause 3.32.1.2 which reads: "After concrete has been
placed and before backfilling."
3.32.1.3
Add Clause 3.32.1.3 which reads: "Concrete works forms for
pilasters or other."
3.32.2
Add Clause 3.32.2 which reads: "The City will confirm both
quality of materials and workmanship to see that they meet
City Specifications."
3.32.3
Add Clause 3.32.3 which reads: "The Contractor must give
24 hours notification to City Electrical Utility (Phone 490-
2535) of any proposed work."
3.32.4
Add Clause 3.32.4 which reads: "Failure to give notification of
intended work may result in complete removal of work."
3.33.1
Ministry of
Women's and
Aboriginal
Add Clause 3.33.1 which reads: "The regulations require that
the installation of underground raceway be performed by an
electrical contractor who holds a certificate of Competency
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
MMCD SUPPLEMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
PAGE 9 OF 10
BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
Affairs
Electrical
Safety Branch
(Circular
B03/87)
valid for the characteristics of the circuits which are to be
drawn into the raceway and that the work be under the
appropriate electrical permit."
3.33.2
Add Clause 3.33.2 which reads: "A person or contractor who
wishes to perform this type of installation but does not hold a
valid certification of competency of the required grade may
make application for a "Special Certificate" for the installation
of underground raceway."
3.0
PRE-APPROVED MATERIALS AND PRODUCTS
3.1
Please refer to Table 3.1 for a list of pre-approved materials and products for use within the
City of Penticton.
Table 3.1 - Approved Materials and Products
LIST OF APPROVED MATERIALS & PRODUCTS
SECTION
SUB-
SECTION
ITEM
APPROVED PRODUCT
COMMENTS
2.2.3
Fittings
Bibby
Terminal City
All Cast or
Ductile Iron
2.2.10
Couplings Saddles
Viking
Johnson
Canadian Pacific
Smith Blair
Robar
Stainless Steel
2.3.2
Mainline Gate Valves
Canada Valve
Clow
Bibby
All direct bury mainline
valves resilient seal or
solid wedge
2.3.3
Butterfly Valves
Mueller
Centre Line
Butterfly valves to be
approved by Engineer
2.3.5
Air and Vacuum Release
Valve
Apco Valmatic
End flange to ANSI
A21.10
2.3.6
Mainline Valve Box
Dobney
Robar
Cover marked "Water"
2.3.7
Service Valve Box
Mueller, Ford,Cambridge
Trojan
2.4.18
Valve Chamber Frames and
Cover
Dobney
Cover marked "Water"
2.5.1
Services
Type K. Copper
All Services
2.6.1
Hydrants
Terminal City
Canada Valve
Clow
Mueller
Storz Nozzle Port
2.7.2
Corporation Stops
Mueller, Ford,Cambridge
All Brass 19mm/50mm
2666 -
Waterworks
2.7.3
Curb Stops
Mueller, Ford,Cambridge
All Brass 19mm/50mm
CITY OF PENTICTON
SUBDIVISION & DEVELOPMENT BYLAW
MMCD SUPPLEMENTS
SUBDIVISION & DEVELOPMENT
SCHEDULE "H"
PAGE 10 OF 10
BYLAW 2004-81
CONSTRUCTION CRITERIA
NOVEMBER 2004
2721 -
Storm
Sewers
2.3.1
PVC Ribbed Pipe
Extruded Seamless Ultra
rib
Ribs at right angles 90°
to pipe access
2.1.7
Frame & Cover
Frame and Cover
2.1.17
Concrete Bricks
Not Permitted
02725 -
Manholes
2.1.22
Pre-benched Manhole Bases
Pipe Rubber
"O" Rings Within Pre-cast
Base
Integral Rubber
Gaskets within Base
2731 -
Sanitary
Sewers
2.2.1
PVC Ribbed Pipe
Extruded Seamless Ultra Rib
Ribs at right angles
90° to pipe access
END OF SECTION