ISSUED FOR CONSTRUCTION

DRAWING INDEX

• Project: WEST PARK @ THETIS PHASES 4-6
• Project No: 2016-2253-00
• Date: 2024-03-07

CIVIL LEGEND

Standard Symbols

• Communications: Cable Manhole, Cable Vault Box, Communications Manhole, Communications Pedestal, Communications Vault Box.
• Gas: Meter, Manhole, Valve Box.
• Power: Guy Wire, Junction Box, Lamp Standard, Manhole, Padmount Transformer, Transformer Vault Manhole, Transformer, Vault / Hydro Box.
• Road: One Post Sign.
• Sanitary Sewer: Cleanout, Direction of Flow Arrow, Flush Valve, Manhole Combined, Manhole, Service Box.
• Topo / Miscellaneous: Mailbox, Shrub, Tree, Tree-Coniferous, Tree-Deciduous, Unidentified Manhole, Test Hole, Test Pit.
• Storm Drainage: Catch Basin / Manhole, Catch Basin, Culvert Inlet, Culvert Outlet, Ditch Inlet CB, Ditch, Double Catch Basin, Headwall, Lawn Basin, Manhole, Swale, Service Box.
• Survey: Test Pit, Bore Hole, Hub, Iron Pin (Found), Iron Pin, Lead Plug, Monument.
• Water: 45 Degree Elbow, 90 Degree Elbow, Coupling, Cross Flange, Encasement, End Cap, Fire Hydrant, Flange, Flush Assembly, Gate Valve, Manhole, Meter, Reducer, Tee Flange, Thrust Block, Vault Box.
• Surface Features: Top of Bank, Bottom of Bank, Drainage Depression / Swale.
• Lot Boundaries: Easement, Right of Way, Statutory Right-of-Way.
• Road: Control Line, Gravel Road, Pavement Edge, Curb (Actual Width).
• Miscellaneous Features: Abandoned Pipe, Building, Fence, Silt Fence, Existing Utility to be Abandoned, Non-Mountable Curb, Mountable Curb, Invert Gutter.

Linetypes

• Cable Vision
• Communications / Telephone
• Natural Gas / Oil
• Power / Electrical
• Sanitary Sewer
• Storm Drainage
• Water

TOWN OF VIEW ROYAL GENERAL NOTES

General

1. Contractor shall be registered with WorkSafe BC.
2. All construction and materials shall be in accordance with the Town of View Royal (Town) Supplemental Specifications and the 2019 edition of the Master Municipal Construction Documents (MMCD). In the event of a discrepancy between Town specifications and MMCD, the more stringent shall apply.
3. Sewer and drain within private property shall be constructed in accordance with the BC Plumbing Code and BC Building Code.
4. A pre-construction meeting shall be held a minimum of 48 hours prior to construction and shall include at a minimum, the Contractor, Consulting Engineer, Town representatives, CRD representative, and utility representatives.
5. The Contractor shall obtain the Town's Permit to Work within Road Allowance a minimum of five working days prior to start of construction. The Contractor shall submit emergency contact number(s) to the Town's representative as part of this permit.
6. The Contractor shall perform all work within the hours specified by the Town's representative.
7. Any changes to the approved design shall be reviewed and approved by the Consulting Engineer and Town's Representative.
8. The Contractor shall prepare and submit the following plans to the Town's representative for review and acceptance at least 7 days prior to construction commencing:
   • Traffic Management Plan;
   • Construction Environmental Management Plan;
   • Erosion and Sediment Control Plan for construction;
   • Tree Preservation Plan.
9. The Contractor shall contact BC One Call a minimum of three working days prior to start of construction.
10. All or any existing underground utilities are not necessarily shown. Existing underground utilities shall be located and all utility companies contacted prior to installing any new underground services.
11. If any utility is impacted by the proposed construction, the utility shall be contacted prior to construction. A temporary bus stop shall be provided by the Contractor as directed by the BC Transit Service Delivery Manager. Pedestrian and bus access shall be maintained at all times throughout construction.
12. The Contractor shall follow all current provincial regulations for blasting and shall be fully responsible for pre-blast surveys, for notification to nearby occupants of all buildings or dwellings within the distance specified by the Town and for any damage resulting therefrom. The Contractor shall give the Town's representative a minimum of five working days notice of any blasting.
13. The Contractor shall notify all residences and/or businesses affected by the construction five days prior to starting the construction. The Contractor shall each day individually notify each residence or business which will be affected by the next day's work.
14. A copy of the approved design drawings and the engineering specifications, including the MMCD, shall be maintained by the Contractor at the site during construction.
15. All traffic shall conform to all applicable regulations of WorkSafe BC.
16. Traffic control shall be the responsibility of the Contractor and shall comply the current BC Traffic Control Manual. For work on roadways as specified by the Town's representative, through traffic and/or vehicular and pedestrian access shall be maintained at all times.
17. Construction in and about a watercourse shall receive prior approval from the Provincial Ministry of Environment and/or the Federal Department of Fisheries and Oceans. A copy of the approvals shall be provided to the Town's representative as directed by the Town's representative.
18. Any concrete work shall be protected from freezing.
19. All existing trees shall be protected, with protective fencing as per VRI-03.1. Except those approved by the Town to be removed, the Contractor shall protect all trees and shrubs with protective fencing and shall provide supervision and direction during excavation around sensitive root zones.
20. Surplus excavated material, including rock, containing any trees, or other vegetation, shall be thoroughly evacuated and disposed of as per CRD and provincial regulations.
21. The Contractor shall be held responsible for any damage caused to existing streets, services or road markings, including wear and tear by construction equipment. The Contractor shall each day keep all existing roadways or streets adjacent to the work clear of all rocks or dirt and debris as directed by the Town's representative or as specified in the Town's representative's instructions.
22. Attempts shall be made to keep private property address markers or post and mailboxes visible during construction.
23. The Contractor shall replace all open trenches in the travelled lanes safely driveable, with smooth transitions and surface outside of construction hours. Warning signage shall be placed in as applicable at all times.
24. Any damaged and/or disturbed legal survey pins or monuments shall be re-established by a BC Land Surveyor, at the Contractor's expense, after construction and prior to the Town's representative's visit to meet final design upgrades.
25. After construction, work areas and existing features shall be restored to their original condition or better, all surplus or removed material shall be hauled from the site and disposed of properly in accordance with all applicable guidelines and regulations.

Road Works and Sidewalks

1. All trench and/or roadway backfill shall be proof rolled prior to paving to the satisfaction of the Town's representative.
2. New or repaired shoulders along roadway edge shall be a width of 1.2m from pavement edge, unless otherwise directed by the Town's representative.
3. Where a trench is under or within 1.0 metres of the roadway or driveway edge, full depth granular backfill shall be used.
4. Finished road surface shall be a minimum of 50mm crown. Roadway gutters shall be continuous through all catch basins. In cul-de-sacs, the lip of the mountable curb to be 150mm thick behind mountable curb except 200 mm thick along frontage of Phase 4 condo building. 100mm thick behind non-mountable curbs.

Pavement Marking and Signage

1. Final location of all construction signage shall be installed at applicable locations. Sign locations shall be approved by Town's representative.
2. All signage shall be installed according to the latest edition of the MoTI Manual of Uniform Traffic Control Devices.
3. All pavement markings shall be within the volatile organic compound (VOC) concentration limit as per environmental Canada regulations.
4. All pavement markings shall be thermoplastic Lafrentz System 300 or approved equivalent, unless otherwise noted, and 3.0 mm in thickness.
5. Bike lane green anti-skid applications shall be Lafrentz Skid Resistant Material or approved equivalent, Green colour shall match existing green bike lanes.
6. The Contractor shall provide a layout plan for the Town's representative's review and approval prior to the application of permanent pavement markings.
7. Two-way yellow reflective pavement markers shall be installed at a depth such that the top surface of the marker is slightly lower than finished grade. Markers shall be 100mm x 100mm and installed at 6.0m spacing on curves, and installed into existing recessed reflectors not located within proposed pavement markings shall be removed and the asphalt repaired to Town specifications.
8. Roadway names shall be displayed on street name signs and shall be sized and spaced as directed by the Town's representative.
9. Signs shall be placed at back of sidewalk. No signs shall be placed in a sidewalk unless approved by the Town's representative.
10. For street lighting, all light fixtures to be mounted on street light poles, as approved by the Town's representative. Signs shall be banded to the poles, not drilled, as per Town specifications.
11. For traffic signal signage, see drawings on electrical plans.
12. Bike signs and stencils shall follow current BC Traffic Control Manual.
13. Bus stop signs and pavement marking shall follow BC Transit guidelines.
14. Existing sign posts and bases can only be re-used if in conformance with existing specifications, or as approved by Town's representative.

Sanitary Sewer

1. The Contractor shall confirm the location and inverts of existing sanitary sewer connections prior to construction.
2. All sewer manhole lids shall be stamped "VIEW ROYAL SEWER".
3. For existing pipes or service connections that are to be abandoned, the Contractor shall cap ends and fill with CDF or approved alternate, as directed by the Town's representative. Evidence of this (such as with photographs) shall be provided to the Town's representative prior to backfilling. All abandoned pipes shall be noted on the as-constructed drawings.
4. All sewer to be SDR35 rated pipes.
5. Sanitary sewer service connections to be 100 mm diameter unless otherwise noted.

Storm Drains

1. The Contractor shall complete and submit the Town's Application for Drainage Connection document for all required storm drain connections to the Town's representative prior to commencement of construction.
2. The Contractor shall confirm the location and inverts of existing storm drain connections prior to construction.
3. Siltation control to the acceptance of the Town's representative shall be used at all drainage outlets. The Contractor shall be responsible for maintenance as required. Catch basins shall be cleaned on a regular basis throughout construction.
4. Catchbasin rim elevations given are the elevation of the surface inlet.
5. The lead shall extend into the catch basin such that a 90 degree elbow, removable for cleaning and with air holes, can be attached.
6. All storm drain manhole lids shall be stamped "VIEW ROYAL DRAIN".
7. Manufactured wyes shall be used on storm drain pipe under 450mm diameter.
8. Storm drains shall be constructed with sealed joints unless otherwise specified on the design drawings.
9. All drain to be SDR35 rated pipe; concrete to be Class III.
10. Storm service connection to be 100 mm diameter unless otherwise noted.

CRD Water Services Standard Notes

1. All waterworks construction material shall be in accordance with CRD water services engineering specifications and standard drawings unless noted otherwise.
2. PVC pipe shall be manufactured to AWWA C900 Class 150 to AWWA C911; PVC DR18 to AWWA C900 or AWWA C905; or HDPE DR11 to AWWA 906. Cross linked polyethylene (PE) to AWWA C904 and CSA B137.5, or other material approved in advance, on a case by case basis by CRD Water Services.
3. Provide minimum 1.0M cover for watermains.
4. Mark watermains below grade using a metallic reinforced detectable underground utility marking tape as per CRD specifications.
5. Maintain a minimum of 3m horizontal clear separation and 450mm vertical separation between watermains and all sanitary sewer/services and drain sewer/services except where noted and approved by CRD Water Services. Sanitary sewer mains shall not cross over watermains. For a sanitary force main, where the above-noted separations cannot be achieved, the force main shall be gasketed pressure rated pipe with a minimum DR (dimension ratio) of 26 or HDPE minimum DR17.
6. For crossing of existing sewers, where the watermain does not have the required 450mm vertical separation, wrap the watermain joints with petrolatum tape 3m either side of the watermain, where vertical separation of 150mm cannot be maintained, watermain leads not have a minimum 450mm vertical separation.
7. Where watermain leads do not have a minimum 450mm vertical separation, wrap lead joints with petrolatum tape.
8. Maintain a minimum of 1.0M horizontal center to center and 150mm clear vertical separation between water services and electric, gas, and telephone services except where noted and approved by CRD Water Services.
9. Maintain a minimum center to center 1.0M horizontal and 150mm clear vertical separation between watermains and electrical conduits.
10. Contractor shall conduct pressure test in accordance with CRD water services engineering specifications and in the presence of the Engineer.
11. Contractor shall flush and disinfect watermains in accordance with AWWA standards and as approved by CRD Water Services. Chlorine test results shall be sampled by an agency qualified to take and test samples for drinking water at the Contractor's expense. Provide 24 hours notice to CRD prior to sampling.
12. All taxable chlorine shall be neutralized in accordance with Ministry of Environment and Fisheries and Oceans Canada regulations prior to discharge to any drainage course or system.
13. Permanent water service for the development will not be installed to finished grade, outside of driveways or paved areas.
14. The Contractor shall not operate any part of the CRD system under any circumstances shall the Contractor use the water supply from private property, other than the property that is being developed.
15. Stainless steel pipe stiffeners to be used at all PE pipe connections; pipe insert to be Mueller product number 506141, 504281 or approved equal. All service connections from PE pipe to use compression type brass tees conforming to AWWA C800. Submit shop drawings for review.
16. All water services to be installed in non-travelled areas.
17. Domestic service connections to be up-sized between meter and building for duplex blocks. See mechanical drawings for pipe sizes.
18. Backflow preventers to be installed by others within building.

Power, Telecommunications and Gas

1. The Contractor shall construct underground BC Hydro, Telecommunications utilities, and Fortis BC in accordance with the applicable utility company's current specifications.
2. The Contractor shall contact BC Hydro and Telecommunications utilities to install risers on existing junction boxes to bring lid elevations flush to grade.
3. Connection to, or alteration of, existing Town of View Royal owned utilities requires authorization by the Town's representative.
4. All locations and elevations of existing utilities shown are approximate only and shall be confirmed by the use of a pipe locator, hydro vac, or hand digging. Not all utility structures are necessarily shown.
5. See primary engineering design for power, communication and street lighting details.

SITE PLAN

• Scale: 1:250
• Drawing Number: 2253-00-C-101
• Notes:
  • Covenant for curtain drains to be tied into house system (Typ).
  • Contractor to ensure manhole frame/cover clear of curb/gutter minimum 150 mm (Typ).
  • Water meters required on all domestic services.
  • Deflect as required to install air valve.
  • Sidewalk to be 200 mm thick across frontage of condo building.

SERVICING PLAN AND PROFILE

• Scale: Horizontal 1:250, Vertical 1:50
• Drawing Number: 2253-00-C-201
• Plan Labels:
  • Storm Sewer (STM)
  • Sanitary Sewer (SAN)
  • Water Main (WTM)
• Profile Data Points:
  • HPS: 1+305.476, ELEV: 69.237
  • Proposed Grade @ Road Centerline
  • Existing Ground at Road Centerline

GRADING PLAN

• Scale: 1:250
• Drawing Number: 2253-00-C-301
• Retaining Wall Legend:
  • Note 1: Geotechnical and structural design of retaining walls, boulder walls, and rock cuts by others.
  • 1:1 Mortared boulder stacked wall to be monitored & certified by Ryzuk.
• Elevation Markers:
  • G=69.40 (Garage Elevation)
  • 69.55 (Road Centerline Finished Grade)
  • 47.05 (Finished Grade)
  • 97.10 (Design Subgrade/Pad Elevation)
  • 98.40 (Original Ground)
  • 0.70 (Wall Height (Fill))
• Rear Yard Walkout Types:
  • Type U: 0.30
  • Type SG: 0.40
  • Type M: 0.45

TYPICAL SECTIONS

• Scale: H 1:300 V 1:150
• Drawing Number: 2253-00-C-302

CIVIL DETAILS

• Detail 1: Road 'A' Cross Section (TYP)
  • 6.75m Travel Surface
  • 1.5m Wide Sidewalk (150mm thick)
  • 2.0% Grade
  • Approved Sub-grade: 250mm of 80mm Minus Crushed Gravel; 100mm of 20mm Minus Crushed Gravel; 50mm Asphalt.
• Detail 2: Typical Trench Detail
  • Native Backfill compacted to 90% Modified Proctor Density.
  • Imported 75mm minus Pit-run gravel or approved native material.
  • MMCD Type 1 Granular pipe bedding material.
• Detail 3: Typical Transition Non-Mountable to Mountable Curb
• Detail 4: Culdesac Grading Detail
  • Scale 1:100
  • Delta = 279° 39' 55"
  • R = 12.50 m
  • A = 61.014 m
  • Alignment name: B-DRIVE CULDESAC