Proposed Foreshore Stabilization Site Plan

Site Plan Details

15 m environmental setback
Proposed 0.45 m max high Flex MSE landscaping wall, to cradle existing tree root
Field fit return walls to tie into existing slope grade, as necessary.
Existing tree root
gravel pads (permeable)
Proposed 1.2 m high gabion basket landscaping walls to cover erosional scarp at PNB
Proposed stairs
Field fit return walls to tie into existing slope grade, as necessary.
Proposed 1.2 m max. high stone veneer landscaping walls
Existing stacked rock wall to remain

Notes

This drawing is for the intended use of the client for the specified project, and should not be used elsewhere without the express permission of the client and/or Ryzuk Geotechnical.
This drawing is scaled for 11x17 sheet and does not require further scaling to fit. Scales will differ if printed on different sheet size.
Topographic overlay taken from McIlvaney Riley Land Surveying Inc.'s Site Plan, dated November 7, 2019.
Approximate staircase locations taken from Imagine Garden Design's Planting Plan, dated May 18, 2022.

Revision History

REV.	DESCRIPTION	YY/MM/DD	BY
3	RE-ISSUED FOR CONSTRUCTION	23/03/29	GAH
2	RE-ISSUED FOR CONSTRUCTION	22/05/16	RSC
1	ISSUED FOR CONSTRUCTION	22/05/05	RSC
0	ISSUED FOR DISCUSSION	22/04/27	RSC

Project Information

Engineering & Materials Testing: RYZUK GEOTECHNICAL 28 CREASE AVENUE - VICTORIA, BC V8Z 1S3 TEL: 250-475-3131 FAX: 250-475-3611 mail@ryzuk.com

Client: LEANNE HOWES Project Title: PROPOSED FORESHORE STABILIZATION WORKS Project Address: 297 VIEW ROYAL AVE - VIEW ROYAL, BC Drawing Name: Proposed Foreshore Stabilization Site Plan Project No.: 9693-1 Sheet No.: 01 of 03 Revision: 3 Date: 2023/03/29 Scale: 1:100 (Units - metres (m)) Drawn By: GAH Project Manager: RSC Review: RSC