Schedule 1 - Works and Services Requirements

Last Updated:

September 16, 2024

Schedule 1 - Works and Services Requirements

Utility Requirements

Key Sheet

Abbreviation	Requirement
WTR	Community water system. In subdivisions which are to be provided with a community water system, each Parcel within the proposed subdivision, or Parcel being Developed, must be supplied by a water distribution system, including service connections, and with adequate fire flow and protection, which is designed in accordance with the standards prescribed in the Design Standards Water Section.
WELL	Where a community water system is not available a proven water supply located on each parcel is permitted.
SWR	Community sanitary sewer system.
SWRSEP	Sanitary sewer collection and disposal or Sanitary sewage effluent ground disposal in accordance with Part 2, Section 5.2 (o)(viii) of this bylaw.
DITCH	Drainage collection and disposal system by open ditches and culverts.
STM	Closed drainage collection and disposal system (i.e., a system other than open ditches).
SL	Street lighting throughout the subdivision.
SLI	Street lighting at street intersections only.
OH	Overhead electrical and communication wiring.
UG	Underground electrical and communication wiring.
W	Communication and electrical wiring to conform to the highest standard of existing adjacent facilities

Table 1 - Utility Requirements

Utilities
(Refer to the Key Sheet Above)
Zone¹	Water	Sewer	Drain	Wiring	Lighting
A₁	WELL	SWRSEP	DITCH	OH	SLI
A2	WELL	SWRSEP	DITCH	OH	SLI
RR₁	WTR	SWRSEP	DITCH	OH	SLI
RR₂	WTR	SWR	DITCH	OH	SLI
RU₁	WTR	SWR	STM	UG	SL
RU₂	WTR	SWR	STM	UG	SL
RU₃	WTR	SWR	STM	UG	SL
RU₄	WTR	SWR	STM	UG	SL
RU₅	WTR	SWR	STM	UG	SL
MF₁	WTR	SWR	STM	UG	SL
MF₂	WTR	SWR	STM	UG	SL
MF₃	WTR	SWR	STM	UG	SL
MH₁	WTR	SWR	STM	UG	SL
HD₁	WTR	SWR	STM	UG	SL
HD₂	WTR	SWR	STM	UG	SL
C₁	WTR	SWR	STM	UG	SL
C₂	WTR	SWR	STM	UG	SL
VC₁	WTR	SWR	STM	UG	SL
UC_1-5	WTR	SWR	STM	UG	SL
CA₁	WTR	SWR	STM	UG	SL
I₁	WTR	SWR	STM	UG	SL
I₂	WTR	SWR	STM	UG	SL
I₃	WTR	SWRSEP	DITCH	OH	SLI
I₄	WELL	SWRSEP	DITCH	OH	SLI
P₁	WTR	SWR	STM	UG	SL
P₂	WTR	SWR	STM	UG	SL
P₃	WELL	SWRSEP	STM	W	SLI
P₄	WELL	SWRSEP	STM	W	SL
W₁	N/A	N/A	N/A	N/A	N/A
W₂	As Required Based on Development Proposal
CD₍₃₎	WTR	SWR	STM	UG	SL
CD₁₂	WTR	SWR	STM	UG	SL

Notes:

Comprehensive Development Zones listed in Section 17 of the Zoning Bylaw, except the CD12 – Airport zone.
The zones identified in this table are the zones designated in the Zoning Bylaw. Properties with an 's'. ‘b’. ‘h’, ‘lp’ or ‘rls’ as part of the zoning designation shall comply with the works and services requirements of the parent zone (e.g. RU1s shall comply with the requirements of the RU1 zone.)

Road Requirements

Road requirements (refer to Standard Drawings) are determined using Table 2 below and Section 4.2 – Road Classifications.

Road Classifications

Roadway classifications identified within the Map 13.1 - Functional Road Classification of the City’s Official Community Plan (OCP).
OCP Functional Road Classification Overlays:
Consideration of the local context; the local context may include considerations such as, but not limited to:
- Fixed elements unlikely to change over time, like topography, water bodies, environmentally sensitive areas, agricultural land reserves, First Nations reserves, etc.
- Atypical frontages, for example schools, recreational facilities, parks, industrial loading areas, etc.
This Bylaw prescribes infrastructure design and practices. Council recognizes that each situation is unique, and solutions may need to be tailored to the existing conditions. As such, discretion is afforded the City Engineer to ensure the optimal technical solutions are implemented and adapt the prescribed practices herein to suit the individual project/site requirements.

Table 2 - Road Requirements (Refer to Standard Drawings)

Roadway Classification OCP Map 13.1		OCP Map 13.3 - Biking Overlay			Notes:
Roadway Classification OCP Map 13.1		Not on Biking Overlay	On Secondary Biking	On Primary Biking Route	Notes:
Laneway	Hillside	XS-Ro1		Consult with City Engineer
	Suburban	XS-Ro2
	Core Area	XS-Ro2
	Urban Centre	XS-Ro2
Local	Rural	XS-R20		Consult with City Engineer
	Hillside	XS-R21			Village Local-Residential, development fronts at least one side
	Hillside	XS-R22			Condition A, development fronts both sides
	Hillside	XS-R23			Condition B, development fronts one side only
	Hillside	XS-R24			Condition C, no development fronts street
	Suburban	XS-R25
	Industrial	XS-R26
	Core Area	XS-R27
	Urban Centre	XS-R28
Collector	Rural	XS-R40		Consult with City Engineer
	Hillside	XS-R41	Consult with City Engineer		Village Collector Condition A, where commercial development fronts street
	Hillside	XS-R42			Village Collector Condition B, where no commercial development fronts street
	Hillside	XS-R43			Collector Condition A, development fronts both sides
	Hillside	XS-R44			Collector Condition B, development fronts one side only
	Hillside	XS-R45			Collector Condition C, no development fronts street
	Hillside	XS-R46			Minor Collector Condition A, development fronts both sides or, development fronts one side only
	Hillside	XS-R47			Minor Collector Condition B, no development fronts street
	Suburban	XS-R48	XS-R49
	Industrial	XS-R50	Consult with City Engineer
	Core Area	XS-R51	XS-R52
	Urban Centre	XS-R53	XS-R54
Minor Arterial	Rural	XS-R60		XS-R61
	Hillside	XS-R62	Consult with City Engineer	Consult with City Engineer	Arterial Condition A, within village centre where environmental conditions permit
	Hillside	XS-R63			Arterial Condition B, within 10-minute walking distance of village centre; or, within village centre where environmental conditions do not permit the use of Condition A
	Hillside	XS-R64			Arterial Condition C, greater than a 10-minute walking distance from village centre.
	Suburban	XS-R65
	Core Area	XS-R66
	Urban Centre	XS-R67
Major Arterial		Rural 3-Lane	XS-R80	XS-R81
		Rural 5-Lane	XS-R82	XS-R83
		Suburban 3-Lane	XS-R84	Consult with City Engineer
		Suburban 5-Lane	XS-R85
		Core Area 3-Lane	XS-R86
		Core Area 5-Lane	XS-R87
		Urban Centre 3-Lane	XS-R88
		Urban Centre 5-Lane	XS-R89

Notes:

Active Transportation Corridors not located with road right-of-way’s such as but not limited to the Okanagan Rail Trail and Mission Creek Greenway, are transportation corridors requiring frontage improvements.
Pedestrian facilities are required on any road fronting a school or major recreational facility in rural land use areas.
Where a primary Biking Route is identified on OCP Map 13.3 Bike Overlay Map up to 2 m of additional ROW may be required.
Where a Rapid Transit or Frequent Transit Network is identified on OCP Map 13.2 –Transit Overlay up to 3 m of additional ROW may be required on Local, Collector, and Minor Arterial roads and up to 6 m of additional ROW may be required on Major Arterial roads.
Where OCP Maps 13.2, 13.3, 13.4, and 13.5 overlays are present, consult with City Engineer for design requirements.

Linear Park Trails Requirements

Linear Park requirements (refer to Standard Drawings) are determined using Table 3: Trail Requirements, Map 10.1 - Linear Corridors of the City’s Official Community Plan (OCP).

Table 3 - Trail Requirements (Refer to Standard Drawings)

Class

Dimensions

Longitudinal Slope

Cross Slope

Materials

Trail Class

Trail Type

(W) Width

(C) Clear Zone

(H) Min. Vertical Clearance

(S) Typical Slope

(S) Slope for Short Sections (max. 10m)

Cross Slope

Surface Type

(M1) Type Depth

(M2) Granular Base

(M3) Sub-Base

(M4) Compacted Sub-Grade

Major Urban Promenade

4.5m or greater

0.5m

3.0m

5% max. (1:20)

8% max. (1:12)

2% min.

Asphalt

50mm

100mm

200mm

95% MPD

Concrete or Brick

100mm or 75mm

100mm

N/A

95% MPD

Major Multi-Use (Urban)

4.5 - 3.0m

0.5m

3.0m

8% max. (1:12)

12% max. (1:8)

2% min.

Asphalt

50mm

100mm

200mm

95% MPD

Concrete or Brick

60mm

100mm

N/A

95% MPD

Major Multi-Use (Rural)

4.5 - 3.0m

0.5m

2.5m

8% max. (1:12)

12% max. (1:8)

2% min.

Asphalt

50mm

75mm

150mm

95% MPD

Concrete or Brick

60mm

100mm

N/A

95% MPD

Standard Multi-Use

3.0 - 2.0m

0.5m

3.0 - 2.5m

8% max. (1:12)

15% max. (1:7)

2% min.

Asphalt millings

60mm

75mm

150mm

95% MPD

Aggregate

50mm

100mm

N/A

95% MPD

Narrow Multi-Use

1.5 - 1.2m

0.5m

2.5m

8% max. (1:12)

15% max. (1:7)

2% min.

Asphalt millings

60mm

75mm

150mm

95% MPD

Aggregate

50mm

100mm

N/A

95% MPD

Nature Trails

1.2 - 0.6m

0.5m

2.5m

20% (1:5) max. hiking & walking

Over 20% use steps, etc.

2% min.

Natural ground

N/A

95% MPD

15% (1:7) max. mountain biking

15%

Aggregate if needed

50mm

100mm

N/A

95% MPD

Table 3 - Linear Parks Trail Requirements Standard Drawing

Subdivision, Development & Servicing Bylaw No 7900

Schedule 1 - Works and Services Requirements

Abbreviation

Requirement

Utilities