ONSITE SERVICING PLAN - Westbrook Consulting (Attachment 21)

Drain Data

Sewer and Drain Elevations

Typical Trench Section

General Notes

1. ALL MATERIALS AND METHODS TO BE IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS OF THE TOWNSHIP OF VIEW ROYAL (MMCD V2009 PLATINUM STANDARD SPECIFICATIONS AND WESTBROOK CONSULTING LTD. SPECIFICATIONS). WHERE A CONFLICT BETWEEN THE SPECIFICATIONS ARISES, THE MOST STRINGENT SHALL APPLY.
2. PROVIDE 48 HOURS NOTICE PRIOR TO WORKING ON A MUNICIPAL RIGHT OF WAY OR WITHIN AN EASEMENT. PROVIDE PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION.
3. OBTAIN ROAD PERMIT PRIOR TO REMOVAL OF ANY VEGETATION IN VIEW ROYAL R.O.W.
4. CONTACT BC ONE CALL, SHAW CABLE AND FORTIS BC 48 HOURS BEFORE STARTING CONSTRUCTION.
5. STOCKPILE ALL EXISTING SERVICES AT CONNECTIONS AND CROSSING POINTS 48 HOURS PRIOR TO STARTING CONSTRUCTION OR ANY EXCAVATION AND CONTACT THE ENGINEER. REPORT DISCREPANCIES TO ENGINEER IMMEDIATELY.
6. BED ALL PIPE USING MMCD TYPE 1 GRANULAR BEDDING.
7. PIPE SHALL BE LAID AT MINIMUM 1.2m OF COVER.
8. COMPACT ALL TRENCH BACKFILL TO 95% PROCTOR DENSITY.
9. NOTIFY ALL RESIDENTS/BUSINESSES A MINIMUM OF 48 HOURS PRIOR TO WATER/UTILITY DISRUPTION.
10. ARRANGE TRAFFIC CONTROL OPERATION UNTIL ALL WORKS ARE COMPLETED.
11. AFTER CONSTRUCTION, RESTORE WORK AREA AND ALL EXISTING SERVICES TO ORIGINAL OR BETTER CONDITION.
12. CONTRACTOR TO REMOVE ALL UNUSED PIPING/SERVICES AT MAIN OR MANHOLE. CAP AT PROPERTY LINE OR AS DIRECTED BY THE ENGINEER. REMOVE ALL SERVICES BACK TO MAIN. ABANDONED SERVICES TO BE CAPPED AT PROPERTY LINE AND SHOWN ON AS-BUILT DRAWINGS.
13. ADJUST ALL PROPOSED AND EXISTING APPURTENANCES TO MEET FINISHED GRADE.
14. NOTIFY THE ENGINEER AS SOON AS 200mm DRAIN LEADS ORIGINATING FROM THE BUILDING ROOF ARE CONNECTED TO ALL NEW SERVICES AND THAT ALL EXTERIOR ROOF DRAIN CONNECTION POINTS ARE CONSTRUCTED AND SEALED.
15. CONSTRUCT ALL CURBS, GUTTER AND ROADS WITHIN PRIVATE PROPERTY IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S SPECIFICATIONS. REFER TO DRAWING C106 FOR PAVEMENT DESIGN.
16. INSTALL APPROPRIATE SILT FENCING TO PREVENT WATER RUNOFF AND SEDIMENT FROM LEAVING THE SITE.

Sewer and Drain

• SEWER MAINS SHALL BE PVC SDR 35 UP TO AND INCLUDING 150mm.
• DRAIN MAINS SHALL BE PVC SDR 35 UP TO AND INCLUDING 300mm.
• SEWER MAINS 200mm AND GREATER SHALL BE PVC SDR 35.
• INSTALL CONCRETE PIPE CASING AS PER MMCD STANDARD DRAWING G4 FOR SEWER OR DRAIN LINES WHERE MINIMUM COVER IS LESS THAN 750mm. USE DUCTILE IRON PIPE.

Water

• CONSTRUCTION SHALL NOT PROCEED WITHOUT FIRST OBTAINING THE APPROPRIATE WATER CONSTRUCTION PERMIT.
• ALL WATERMAIN WORK TO BE INSPECTED AND APPROVED BY CRD INTEGRATED WATER SERVICES OR VIEW ROYAL SAFE BC.
• THE TOWNSHIP OF VIEW ROYAL IS TO BE NOTIFIED 48 HOURS PRIOR TO ANY WATER DISRUPTION.
• ALL WATERMAIN CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH CRD INTEGRATED WATER SERVICES STANDARDS AND SPECIFICATIONS.
• WATER MAINS TO BE DUCTILE IRON PRESSURE CLASS 250 TO 350. FOR CORROSIVE SOILS, ALL DUCTILE IRON SHALL BE WRAPPED UNDER ENGINEERING ADVICE OR ON-SITE INSPECTION.
• ALL COPPER SERVICE TUBING TO BE TYPE 'K' ANNEALED COPPER.
• WATER MAINS TO HAVE MINIMUM 0.9m METRE COVER.
• PROVIDE 300mm (MIN) VERTICAL SEPARATION BETWEEN WATER MAIN AND ALL OTHER UTILITIES AT CROSSINGS. SEPARATION SHALL BE MEASURED BETWEEN NEAREST EXTERNAL PIPE WALLS.
• SANITARY SEWER MAINS ARE NOT TO CROSS OVER TOP OF WATER MAINS.
• MAINTAIN A MINIMUM OF 3.0m CLEAR HORIZONTAL AND 450mm CLEAR VERTICAL SEPARATION BETWEEN WATER AND SEWER MAINS. IF THE MINIMUM VERTICAL SEPARATION CANNOT BE ACHIEVED, THE VERTICAL SEPARATION SHOULD BE AS LARGE AS POSSIBLE. IF THE VERTICAL SEPARATION EXCEEDS 450mm, EXCEPT WHERE NOTED ON THE DRAWINGS.
• IF THE HORIZONTAL DISTANCE BETWEEN A WATER MAIN AND A SEWER LINE IS REDUCED OR IS LESS THAN 3.0m (BUT IN NO CASE LESS THAN 0.6m), THE WATER MAIN MUST BE INSTALLED ON A SHELF IN A SEPARATE TRENCH AT A DISTANCE OF AT LEAST 0.6m FROM EACH SIDE OF THE CROSSING.
• ALL PIPE JOINTS LOCATED WITHIN 3.0m OF THE CROSSING ARE TO BE WRAPPED WITH DENSO JOINT WRAP.
• ALL MAIN VALVES SHALL BE EQUIPPED WITH A MINIMUM 450mm DIAMETER VALVE BOX WITH THE TOP AT GRADE AND PAINTED BLUE.
• MINIMUM OFFSET OF 1.0m HORIZONTAL CENTER TO CENTER AND 150mm CLEAR VERTICAL SEPARATION TO BE MAINTAINED BETWEEN WATER AND ALL OTHER UTILITIES (IE: GAS, MAIN AND ELECTRICAL DUCTS).
• MINIMUM OFFSET OF 1.0m HORIZONTAL CENTER TO CENTER AND 150mm CLEAR VERTICAL SEPARATION TO BE MAINTAINED BETWEEN WATER AND ALL OTHER UTILITIES (IE: TELEPHONE, MAIN AND ELECTRICAL DUCTS) UNLESS EXCEPTIONS ARE APPROVED BY THE C.R.D. ENGINEER.
• INSTALL 150mm WIDE BLUE NON-METALLIC WATER MAIN MARKING TAPE TO BE BEDDED 150mm ABOVE METALLIC PIPE COVER OR 150mm ABOVE NON-METALLIC PIPE. IF NON-METALLIC PIPE, TRACER WIRE AND BLUE METALLIC WARNING TAPE SHALL BE INSTALLED PER C.R.D. STANDARDS.
• PROVIDE THRUST BLOCKS ON ALL FITTINGS AS PER C.R.D. STANDARDS AND ON AS-BUILTS.
• FIRE HYDRANT SHALL BE IN ACCORDANCE TO C.R.D. STANDARDS AND TO BE PAINTED IN RED AND YELLOW AS DIRECTED BY THE FIRE DEPARTMENT.
• ALL FIRE HYDRANTS ARE TO BE IN ACCORDANCE WITH CRD WATER STANDARDS AND VIEW ROYAL SPECIFICATIONS AND INSTALLED BY A CERTIFIED HYDRANT INSTALLER.
• ALL PROPOSED SERVICES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH A.S.P.H.O. STANDARDS AND AS APPROVED BY THE FIRE DEPARTMENT FOR FIRE HYDRANTS. CONTRACTOR TO SUPPLY ALL MATERIALS PER CRD STANDARDS AND VIEW ROYAL STANDARDS AS PER WATER DESIGN.
• CONTRACTOR TO PROVIDE THE ENGINEER AND THE C.R.D. WATER SERVICES CO-ORDINATOR AT LEAST 48 HOURS NOTICE PRIOR TO ANY TESTING, DISINFECTION OR CONNECTING.
• UTILITY DATA SHALL BE COLLECTED AND PROCESSED BY C.R.D. I.W.S. STAFF TO CRD I.W.S. AS-BUILT STANDARDS.
• ALL WATER SERVICE CONNECTIONS TO EXISTING MAINS ARE TO BE DONE BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE PRIOR TO WATER SYSTEM SHUT DOWN.
• WHERE PRACTICAL SERVICE LINES AND METER BOXES SHALL BE LOCATED WITHIN THE ROAD R.O.W.
• ANY TEMPORARY OR PERMANENT CONNECTION TO THE JURY OR SERVICE PIPING SHALL BE APPROVED BY THE FIRE CHIEF.

Road

• CONSTRUCT ALL ROADWORK IN ACCORDANCE WITH THE TOWNSHIP OF VIEW ROYAL STANDARD SPECIFICATIONS AND AS SHOWN ON THE CIVIL DESIGN DRAWINGS.
• REMOVE AND REPLACE TO THE SATISFACTION OF THE MUNICIPAL ENGINEER ALL ROAD PAVEMENT OR BOULEVARD DISTURBED BY CONSTRUCTION.
• REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL RETAINING WALL AND BOULEVARD DETAILS ON HELMCKEN ROAD AND WATKISS WAY. ALL REPAIRS TO BE REINSTATED TO THE ORIGINAL CONDITION IF THEY ARE DAMAGED DURING CONSTRUCTION.

Hydro, Telephone, Cable, Enwave and Gas

• CONTACT BC ONE CALL AT 1-800-474-6886 A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION.
• PROPOSED HYDRO, TEL AND CABLE SERVICES SHOWN ON THESE PLANS ARE PRELIMINARY ONLY. CONTACT THE UTILITY COMPANY ENGINEER FOR CONSTRUCTION DETAILS.
• CONSTRUCT UNDERGROUND HYDRO, TELEPHONE AND CABLEVISION SERVICES IN ACCORDANCE WITH BC HYDRO, TELUS AND SHAW CABLE STANDARD SPECIFICATIONS.
• IF GAS IS REQUIRED, THE DEVELOPER IS TO CONTACT FORTIS BC INSTALLATION DEPT. WHO SHALL INSTALL GAS SERVICE TO THE PROPERTY LINE.

Legend

Visual Key

• EXISTING 5.0m CONTOUR (0.5m INTERVAL)
• PROPOSED FINISHED GRADE ELEVATION
• PROPOSED 100mm THICK ASPHALT PAVEMENT
• PROPOSED 125mm THICK CONCRETE SIDEWALK 150mm THICK @ ROAD CROSSINGS, OVER UTILITIES AS SHOWN
• *REFER TO LANDSCAPE DRAWINGS FOR PLANTED AREAS

Legend - Proposed services shown bold

• EXISTING R/W/L/L
• WATER MAIN
• SEWER
• DRAIN
• NATURAL GRADE
• CURB/GUTTER
• HEADWALL
• GAS
• HYDRO
• SIDEWALK
• SIGN/POST
• TELECOM
• TREE
• PROPOSED BUS S/L
• LIGHT STANDARD
• POWER POLE
• ANCHOR
• MANHOLE
• CLEANOUT
• CATCHBASIN
• ROAD SIGN
• HYDRANT
• LOT PIN
• METER
• REDUCER
• MONITOR
• TIE
• LEAD PLUG

Location Plan

Revisions

Project Information

• Project: EAGLE CREEK VILLAGE, OMICRON DEVELOPMENTS LTD.
• Title: ONSITE SERVICING PLAN PHASE 2
• Consultant: WESTBROOK Consulting Ltd., #115 - 885 Goldstream Ave., Victoria, BC V9B 2X8
• Project No: 2523
• Date: APR 2013
• Scale: 1:250
• Drawing No: 2523PH2-C01
• Sheet: 1 OF 4
• Revision: 5

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General Advisory Note: THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND SERVICES ON THIS DRAWING MAY NOT BE ACCURATE AND COMPLETE. THE EXACT HORIZONTAL AND VERTICAL LOCATIONS MUST BE CONFIRMED BY UTILITY COMPANIES AND THE CONTRACTOR IN THE FIELD PRIOR TO THE START OF ANY EXCAVATIONS.