Engineering Drawing - Rock Catchment Wall

Rock Catchment Wall

4.0 m
3.0 m
2.0 m
1.0 m
0 m
Fence (location by others)
Bedrock
Low maintenance landscaping shrubs (by others)
Topsoil. Backslope surface at 5%
Non-woven medium geotextile over drainrock areas below topsoil
Extend to rock
Uniaxial Geogrid - Miragrid 10XT or equivalent
#1 lock block with cultured face to match existing interlocking
Subvertical batter
75 mm minus crushed rock or 25 mm clear crush compacted in lifts to 95% SPMDD or judged equivalent. Compaction effort required where rock face is greater than 0.3 m away from back of block
Thoroughly compact granular subgrade prior to block placement
Varies
Concrete curb
Parking stalls

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.

REV.	DESCRIPTION	YY/MM/DD	BY
1	ISSUED FOR CONSTRUCTION	20/10/29	ARJ

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

Field	Detail
DRAWN BY	GAH
CLIENT	Seymour Pacific Developments Ltd.
PROJECT MANAGER	ARJ
PROJECT TITLE	Proposed Residential Development
REVIEW	LGC
PROJECT ADDRESS	1938 West Park Lane - View Royal, B.C
SCALE	1:20
DRAWING NAME	Rock Catchment Wall
DATE	2020/10/29
PROJECT No.	7877-3
SHEET No.	1 of 1
REVISION	0