Eagle Creek Village Servicing Plan (Attachment 42)

Servicing Plan - Eagle Creek Village

Detailed engineering servicing plan for Eagle Creek Village, showing buildings 1 through 8, surrounding roads (Watkiss Way, Helmcken Road, Chancellor Ave), and underground utility layouts for water, sewer, and storm drainage. Includes an inset map for the storm drain outlet and a roundabout.

Legend - Proposed services shown bold

Symbol	Description	Symbol	Description	Symbol	Description
WATER —W—	WATER	GAS —G—	EXISTING U/G UTIL.	MANHOLE	HYDRANT
SEWER —S—	SEWER	CURB	PROPOSED U/G UTIL.	CLEANOUT	VALVE
DRAIN —D—	DRAIN	SIDEWALK	LIGHT STANDARD	CATCHBASIN	METER
NATURAL GRADE	NATURAL GRADE	EDGE PAVE.	POWER POLE	ROAD SIGN	REDUCER
CULVERT	CULVERT	BUSHLINE	ANCHOR	MONUMENT	LOT PIN
HEADWALL	HEADWALL	TREE		LEAD PLUG

Revisions

No.	Description	Date	By	Appd.
1	REVISED FOR NEW BUILDING LAYOUT	2012-05-15	BJL	FC
2	ISSUED FOR DEVELOPMENT PERMIT	2013-01-25	BJL	FC
3	RE-ISSUED FOR DEVELOPMENT PERMIT	2013-10-30	BJL	FC

Project Information

Project: Eagle Creek Village, Omicron Development Inc.
Drawing Title: Servicing Plan
Consulting Firm: Westbrook Consulting Ltd. (#115 - 850 Goldstream Ave., Victoria, BC V9B 0J3; Tel: 250-391-8532; Fax: 250-391-8593)
Westbrook Project No.: 2823
Drawing No.: 2823-DP01
Sheet: 1 of 3
Date: MAY 2012
Designed: KS
Checked: FC
Drawn: BJL
Scale: Horiz. 1:500; Vert. N/A

Key Plan Notes and Labels

Building Elevations (MFE):
- Building 1: MFE 20.00
- Building 2: MFE 21.00
- Building 3: MFE 21.00
- Building 4: MFE 22.00
- Building 5: MFE 23.00
- Building 6: MFE 20.00
- Building 7: MFE 20.00
- Building 8: MFE 20.00
Utility & Infrastructure Callouts:
- Storm Drain Outlet (Scale 1:500)
- Proposed Rain Garden. Refer to Storm Water Management Plan.
- Oil/Grit Interceptor (multiple locations)
- Rain Water Leader Connection (multiple locations)
- Fire Hydrant. Refer to mechanical for connection details. (multiple locations)
- Existing cathodic protection for CRD supply mains.
- Proposed CRD pressure reducing station.
- Headwall at outlet to rain garden (Typ.).
- Retain existing fire hydrant.
- Replace existing 150ø sewer main with 200ø PVC DR35 at lower grade.
- Reconnect to existing 150ø water main.
- Reconnect to existing supply main No. 1 & install pressure reducing valve.
- 150ø perforated PVC drain under rain garden (Typ.).
- Lawn basin connected to 150ø perforated drain (Typ.).

General Note: THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND SERVICES ON THIS DRAWING ARE NOT NECESSARILY OR COMPLETE. THE ACTUAL HORIZONTAL AND VERTICAL LOCATIONS MUST BE CONFIRMED BY UTILITY COMPANIES AND THE CONTRACTOR PRIOR TO THE START OF ANY EXCAVATIONS.