PROPOSED SUBDIVISION OF LOT 6... 102 ATKINS (Servicing Plan)

General Notes

GENERAL NOTES:

• ALL DESIGN AND MATERIALS SHALL BE IN ACCORDANCE WITH THE TOWN OF VIEW ROYAL ENGINEERING SPECIFICATIONS AND STANDARD DRAWINGS (2013 VERSION) AND THE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (MMCD).
• THE ENGINEER SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES IN THE VICINITY OF THE SITE.
• ALL WORKS SHALL CONFORM TO ALL APPLICABLE REGULATIONS OF THE PROVINCE OF BC, ESPECIALLY WITH REGARD TO SAFETY OF PERSONS WORKING ON OR IN THE VICINITY OF THE WORKS.
• ALL UTILITY SERVICES ARE TO BE INSTALLED ACCORDING TO THE REQUIREMENTS AND SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANIES.
• THE CONTRACTOR SHALL CALL B.C. ONE CALL (1-800-474-6886) MINIMUM THREE WORKING DAYS PRIOR TO COMMENCING WORK ON SITE.
• THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL SURVEY MONUMENTS AND B.C. LAND SURVEYOR POSTS. ANY MONUMENTS OR POSTS REMOVED OR DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A B.C. LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
• LEGAL SURVEY MONUMENTS SHALL BE REPLACED BY A B.C. LAND SURVEYOR. ALL TOWN SURVEY MONUMENTS DISTURBED OR REMOVED SHALL BE REPLACED BY THE TOWN AT THE CONTRACTOR'S EXPENSE.
• THE CONTRACTOR SHALL PROVIDE ACCESS TO ADJACENT PROPERTIES AT ALL TIMES DURING CONSTRUCTION.
• THREE WORKING DAYS NOTICE OF WORK AFFECTING STREET LIGHTS AND TRAFFIC SIGNALS MUST BE PROVIDED PRIOR TO THE WORK STARTING. THREE DAYS NOTICE MUST ALSO BE PROVIDED TO THE POLICE AND FIRE DEPARTMENTS, TOWN ENGINEERING DEPT, AND BC TRANSIT OF ANY TRAFFIC INTERRUPTION.
• BARRICADES, ADEQUATE WARNING AND TRAFFIC CONTROL SIGNS SHALL BE PROVIDED AND MAINTAINED AT ALL TIMES TO ENSURE SAFE PUBLIC TRAVEL.
• ALL ROADS AND DRIVEWAYS SHALL BE PROTECTED FROM DAMAGE. ANY DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE TOWN.
• EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING SEDIMENT PONDS, SILT FENCE AND GRAVEL CONSTRUCTION ENTRANCES SHALL BE IMPLEMENTED ON SITE PRIOR TO CONSTRUCTION.
• THE STORM DRAIN SYSTEM SHALL BE PROTECTED FROM SILTATION DURING ALL PHASES OF CONSTRUCTION.
• ALL WORKS WITHIN THE TOWN RIGHT-OF-WAY OR ON TOWN PROPERTY SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN STANDARDS AND SPECIFICATIONS.
• AFTER CONSTRUCTION, RESTORE ROADS AND EXISTING FEATURES TO THEIR ORIGINAL CONDITION OR BETTER.
• ALL EXCAVATED WASTE AND SURPLUS MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPLICABLE GUIDELINES AND REGULATIONS.

STORM AND SANITARY:

• CONTRACT FACILITY AS PER TOWN OF VIEW ROYAL ENGINEERING STANDARDS.
• BEDDING AND TRENCH BACKFILL MATERIALS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY, ASTM D1557.
• SERVICE CONNECTIONS SHALL BE PVC SDR 28 OR AS SPECIFIED ON DESIGN DRAWINGS.
• STORM AND SANITARY SERVICE CONNECTIONS TO BE PVC SDR 28 FOR SIZES UP TO 250mm AND PVC SDR 35 FOR SIZES 300mm AND GREATER. ALL PIPE TO BE SOLVENT WELD TYPE.
• SEWER AND STORM SERVICE CONNECTIONS TO BE 100mm DIAMETER UNLESS OTHERWISE SPECIFIED.
• ALL ROOF DRAINS SHALL BE CONNECTED TO THE STORM SEWER SERVICE AT THE PROPERTY LINE OR OTHER APPROVED DISCHARGE POINT.
• A 100mm DIAMETER PVC PERFORATED DRAIN SHALL BE INSTALLED AROUND THE EXISTING HOUSE AND CONNECTED TO THE SITE STORM DRAIN SYSTEM. PERIMETER TILE SHALL BE 100mm DIAMETER SURROUNDED BY DRAIN ROCK AND WRAPPED IN FILTER CLOTH.
• CONTRACTOR TO DYE TEST THE EXISTING HOUSE TO DETERMINE THE DRAIN OUTLET LOCATION AT THE PROPERTY LINE.
• MANHOLES SHALL BE PRECAST CONCRETE UNITS. ALL JOINTS TO BE WATERTIGHT. ALL BENCHING TO BE FINISHED WITH A SMOOTH STEEL TROWELLED FINISH.
• RECORD THE LOCATION, ELEVATION, PIPE MATERIAL AND SIZE AT THE MAIN AND AT THE PROPERTY LINE OF ALL SERVICE CONNECTIONS. MARK THE PROPERTY LINE WITH A 2X4 PAINTED GREEN FOR STORM AND RED FOR SANITARY.
• CONDUCT AN AIR TEST ON SANITARY SEWER AS PER MMCD, PLATINUM EDITION SECTION 33-30-01, CLAUSE 3.16.

WATER:

• DESIGN DRAWINGS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CAPITAL REGIONAL DISTRICT (CRD) WATER SERVICES SPECIFICATIONS AND STANDARD DRAWINGS.
• CRD WATER SERVICES SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WATER WORKS.
• WATER MAIN SHALL BE PVC AWWA C900 CL 150 (DR 18) OR DUCTILE IRON CL 52.
• WATER SERVICE CONNECTIONS SHALL BE 25mm MINIMUM DIAMETER UNLESS OTHERWISE SPECIFIED. ALL SERVICES SHALL HAVE AN APPROVED METER BOX AND METER.
• THE WATER SERVICE TO EACH LOT SHALL BE 25mm DIAMETER UNLESS OTHERWISE SPECIFIED.
• PROVIDE CRD WATER SERVICES WITH COMPLETED 'WATER SERVICE APPLICATION' FOR ALL PROPOSED SERVICES.
• WATER SERVICES SHALL BE COMPLETED TO THE PROPERTY LINE AND THE END OF THE PIPE SHALL BE CAPPED AND MARKED WITH A 2X4 PAINTED BLUE.
• ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH CRD WATER SERVICES SPECIFICATIONS.
• THE WATER MAIN PRESSURE TEST AND DISINFECTION SHALL BE CARRIED OUT BY THE CONTRACTOR IN THE PRESENCE OF THE CRD WATER SERVICES REPRESENTATIVE.
• WATER SAMPLES SHALL BE TAKEN FROM ALL MAINS AND WATER SERVICES AND SENT TO A CRD WATER SERVICES APPROVED LABORATORY FOR TESTING.
• ALL VALVES AND HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES.
• ALL SERVICES SHALL BE INSTALLED WITH A MINIMUM 1.0m COVER.
• PROVIDE 1.0m HORIZONTAL AND 0.3m VERTICAL SEPARATION BETWEEN WATER SERVICES AND SEWER/STORM SERVICES.
• PROVIDE 3.0m HORIZONTAL SEPARATION BETWEEN WATER MAIN AND SEWER/STORM SERVICES.
• WATER SERVICES SHALL NOT CROSS ANY SEWER OR STORM SERVICE.
• FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH CRD WATER SERVICES SPECIFICATIONS.
• RECORD THE LOCATION, DEPTH, PIPE MATERIAL AND SIZE AT THE MAIN AND AT THE PROPERTY LINE OF ALL SERVICE CONNECTIONS. MARK THE PROPERTY LINE WITH A 2X4 PAINTED BLUE.
• THE CONTRACTOR SHALL PROVIDE CRD WATER SERVICES WITH RECORD DRAWINGS UPON COMPLETION OF THE WORKS.

HYDRO, TELEPHONE, CABLE, STREET LIGHTING, AND GAS:

• ALL UTILITY SERVICES TO BE INSTALLED UNDERGROUND.
• CONTRACTOR TO COORDINATE ALL UTILITY SERVICE INSTALLATIONS WITH THE RESPECTIVE UTILITY COMPANIES (B.C. HYDRO, TELUS, SHAW CABLE, FORTIS B.C.).
• STREET LIGHTING TO BE INSTALLED IN ACCORDANCE WITH THE TOWN OF VIEW ROYAL SPECIFICATIONS.
• NATURAL GAS SERVICES SHALL BE INSTALLED BY FORTIS B.C. AT THE DEVELOPER'S EXPENSE.

Legends

Legend — Proposed services shown bold

Site Features Legend

Location Plan

Title Block Information

Revisions Table

Drafting Information

Additional Plan Notes

• THE LOCATION AND ELEVATION OF EXISTING SERVICES ARE AS-BUILT OR SHOWN FROM MUNICIPAL RECORDS AND MAY NOT BE ACCURATE OR COMPLETE. THE ACTUAL HORIZONTAL AND VERTICAL LOCATIONS MUST BE CONFIRMED ON THE GROUND BY THE CONTRACTOR PRIOR TO THE START OF ANY EXCAVATION.
• PARCEL A TO 12932
• REM E PLAN 714 (PLAN 1255 OS)
• GALLOPING GOOSE
• ROAD A
• CHILCO ROAD
• ATKINS ROAD
• PART SECTION 98 ESQUIMALT DISTRICT