Appendix
Attachment 3: C.P. Railway Pedestrian Overpass Profile and Details
April 12, 2022Page 3261 section
Technical profile and engineering details for the C.P. Railway pedestrian overpass.
C.P. RailwayDrawing 1181-SK 14Internal page reference 326 of 330
C.P. Railway Pedestrian Underpass - Preliminary Plan



Plan View Elements
- Main Track
- Siding
- Directional indicator: "To Esquimalt Station"
- Main Ramp
- Ramp with Concrete Retaining Wall
- Edge of R/W (Right-of-Way)

Profile View Elements
- Scale: 1" = 10' Hor. & Vert.
- Elevation markers: 110, 120
- Original Ground Surface
- Drain to Natural Ground
- Invert to be Paved
- Slope: 0.30%
- Guardrail
- Edge of R/W

Notes
- P. J. Harrison Underpass to be 8 Gauge Corrugated Structural Plate Pipe. Rise 4'-8", Span 5'-2".

Project Identification
- Project: Preliminary Plan of C.P. Railway Pedestrian Underpass
- Client: Aske Construction Ltd., Glentana Housing
- Engineers: Ker, Priestman & Associates Ltd.
- Date: Sept 1977
- Drawing Number: 1181 - SK 14
- Legal Reference: Land Use Contract CRD Ref. No. 7-76 Schedule D - Dwg. 14


Page 326
Extracted from: 2022 04 12 Committee of the Whole Agenda - Agenda - Pdf