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Committee of the Whole/Documents/Highstreet Development Topographic Plan of Section 9 Helmcken Road
Appendix

Highstreet Development Topographic Plan of Section 9 Helmcken Road

February 8, 2022Page 3541 section

A topographic survey map showing existing site conditions, utilities, and tagged tree locations for the development area.

9.2.3.a Draft Community Climate Action Strategy
McElhanney Consulting Services Ltd.3 Helmcken RoadDrawing 03520-V-1-TP

Topographic Site Plan of 3 Helmcken Road

Project: Highstreet Development Location: View Royal, BC Client: Highstreet Ventures Address: 3 Helmcken Road, Victoria, BC Project Number: 2111-03520-00 Drawing Number: 03520-V-1-TP Date: 2013-05-23

Legal Descriptions

  • REM LOT A, Plan VIP1726
  • LOT 1, Plan VIP18347
  • LOT 1, Plan VIP18753 (PID: 000-309-365)
  • REM LOT 1, Plan VIS653 (PID: 000-295-981)
  • LOT 2, Plan VIS653 (PID: 006-114-946)
  • LOT 10, Plan VIP1726 (PID: 007-028-156)
  • BUILDING STRATA, Plan VIS5633
  • REM LOT 22, Plan VIP361

Legend

  • CB/INV: Catch Basin (Top / Inlet)
  • CO: Cleanout
  • CULV: Culvert
  • GM: Gas Marker
  • GW: Guy Wire
  • LB: Lawn Basin
  • MH ELEC: Manhole - Electrical
  • MH SAN: Manhole - Sanitary
  • MH STM: Manhole - Storm
  • CB MH: Catch Basin - Manhole
  • WM: Meter - Water
  • P/S/B: Post / Sign / Board
  • P-H/T: Pole - Hydro/Tel/Pole Pole
  • P-TEL: Pole - Telephone
  • P-GUY: Post - Guy
  • T/L: Traffic Light Standard
  • Tree - Coniferous
  • Tree - Deciduous
  • V-GAS: Valve - Gas
  • V-IRR: Valve - Irrigation
  • V-WTR: Valve - Water
  • PL: Pole with Yard Lamp
  • IP: Iron Post - Found
  • IPN: Iron Pin - Found
  • Outline of Hedge
  • Fence
  • Top of Bank
  • Bottom of Bank
  • Swale
  • Overhead Tel
  • Overhead Hydro
  • x#: Indicates the approximate location of trees that were not picked up on the survey.
  • Nt#: Are trees located on municipal or neighbours properties that were not tagged.

Notes

  1. The survey is based on a local ground system which was derived from registered control in the CRD coordinate system (NAD 83).
  2. To convert to UTM multiply by the combined scale factor of 0.9996181 (about geodetic control station 81H4349).
  3. Elevations are in metres and referred to geodetic datum CGVD28 using GEOID95 (HT 1.0) as derived from GPS observations.
  4. This plan represents field survey conducted on February 24th, 2013.
  5. Contour interval: 0.5 metres.

Revisions

Rev. Date Description By Chk App
0 2013-05-23 ORIGINAL ISSUE SA LM GQ

Professional Information

McElhanney Consulting Services Ltd. 500-3960 Quadra Street Victoria, BC V8X 4A3 T 250 370 9221 F 250 370 9231

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Extracted from: 2022 02 08 Committee of the Whole Agenda - Agenda - Pdf