On Site Sewer and Drain South Profile

Town of View Royal - On Site-Sewer and Drain Plan Profile

Lot A, Plan VIP87818, Section 6, Esquimalt District 430 Six Mile Road

Onsite Sewer and Drain Profile

The profile chart displays elevations on the vertical axis (from 22 to 28) and stations on the horizontal axis (from 0+00 to 0+80). Key elevation and data labels include:

• BLDG C LFE 29.5
• BLDG D DM 29.0
• BLDG B DM 27.1
• BLDG C LFE 26.0
• BLDG B DM 26.0
• Original Ground
• Top PVC 200W 24.16
• S 21.6 @ 150 PVC28
• S 17.8 @ 150 PVC28
• S 14.5 @ 150 PVC28

Onsite Sewer and Drain Plan

The plan map illustrates the site layout, showing "Six Mile Road" to the west and the positioning of "Block B" and "Block D". It details the proposed and existing utility lines, including sanitary sewers (red) and storm drains (green).

Water Specific Notes

General All Waterworks construction and materials shall be in accordance with CRD Water Department (District) Engineering Specifications and Standard Drawings.

Clearances Maintain a minimum of 1m horizontal clear separation and 150mm clear vertical separation between watermains and other services.

The proposed SDR28 sewer main that crosses the watermain must have 450mm vertical clearance except where PVC DR18 pressure class sewer pipe is used.

Crossings Where crossings of any other sewer or drain have vertical separations less than 450mm vertical clearance from the watermain, wrap all pipe joints with an approved tape for at least 3m either side of the crossing.

Any watermain joint that is exposed within 2m of the crossing trench shall be joint restrained.

Crossing Conflict In the event that the existing SIX MILE RD watermain is in direct conflict with the sewer main crossing, then the District shall be contacted to modify the existing watermain to provide appropriate clearance.

Any temporary or permanent work to the District water system shall be performed by District personnel only.

The District shall carry out such work at Applicant's expense.

Testing and Marking Contractor shall conduct a water main pressure test in accordance with District Specifications and in the presence of the Engineer and District personnel.

Mark water main crossings below grade using a metallic detectable reinforced underground utility marking tape. The tape shall be minimum 150 mm wide, 0.005" thick in blue color and shall be marked "CAUTION WATER LINE BURIED BELOW" printed blue on top of the pipe surface 300 mm above the top of the pipe. Provide "Thortex" marking tape or approved equal.

Completion Where practical, service lines and meter boxes shall be installed to finished grade, outside of driveways or paved areas.

Decommissioning of old water infrastructure shall be carried out by District.

Project Details

Engineering Firm: Hoel Engineering Ltd 20-40 Cadillac Avenue, Victoria, BC Canada V8Z 1T2

Construction Revisions

Drawing Information

• Project No: C11.322
• Drawing Number: C2.2 of 5
• Date: 12/11/18
• Designed By: JDH
• Checked By: JDH
• Drawn By: JDH
• Scale: Horizontal = 1:250; Vertical = 1:100
• Status: Issued for Construction - Release 160108