Appendix
Retaining Wall Elevation and Sections (S1.9b)
November 4, 2025Page 1712 sections
Detailed cross-sections and reinforcement specifications for the site's retaining walls.
S1.9bHerold Engineering
ERSKINE LANE MULTIFAMILY BUILDING D
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RETAINING WALL ELEVATION AND SECTIONS
Project Information
- Address: 9 ERSKINE LANE, VIEW ROYAL, BC
- Client: WESTURBAN DEVELOPMENTS LTD
- Engineer: HEROLD engineering (600-1112 Fort St., Victoria, BC V8V 4V2)
Issues
| No. | Date | ISSUED FOR |
|---|---|---|
| 01 | 2020.07.15 | RECORD DRAWINGS |
Retaining Wall Details
RETAINING WALL 9
- Scale: 1:20
- Reference Detail: 9 / S1.4
- Reinforcing:
- Vertical: 20M @ 250 VERT
- Horizontal: 15M @ 400 HORIZ
- Top: 2-15M TOP
- Notes:
- DOWELS TO MATCH VERTICAL REINFORCING
- 50 CLR typical; 10 CLR at footing bottom
- MIN 1000 EF depth
- APPROVED BEARING foundation
RETAINING WALL 4
- Scale: 1:20
- Reference Detail: 4 / S1.5
- Reinforcing:
- Vertical: 20M @ 250 VERT
- Horizontal: 15M @ 400 HORIZ
- Top: 2-15M TOP
- Notes:
- DOWELS TO MATCH VERTICAL REINFORCING
- 50 CLR typical; 10 CLR at footing bottom
- MIN 1000 EF depth
- APPROVED BEARING foundation
RETAINING WALL 5
- Scale: 1:20
- Reference Detail: 5 / S1.4
- Reinforcing:
- Vertical: 15M 400 VERT
- Horizontal (Exterior Face): 15M 200 HORIZ EF
- Horizontal (Other Face): 15M 300 HORIZ OF
- Footing: 15M 450 BOT, 3-20M CONT BOT
- Notes:
- CONC BUTTRESS WALL BEYOND @ 1200 o/c (SEE PLAN & SCHEDULE)
- 5-20M DOWEL x 1200 LG DRILL & GROUT INTO BEDROCK EMBED 600
- APPROVED BEARING footing base on bedrock
- Diagram indicates bedrock surface and finished grade levels.
RETAINING WALL 8
- Scale: 1:20
- Reference Detail: 8 / S1.5
- Reinforcing:
- Vertical: 15M 400 VERT
- Horizontal (Exterior Face): 15M 200 HORIZ EF
- Horizontal (Other Face): 15M 300 HORIZ OF
- Footing: 15M 450 BOT, 3-20M CONT BOT
- Notes:
- CONC BUTTRESS WALL BEYOND @ 1200 o/c (SEE PLAN & SCHEDULE)
- 5-20M DOWEL x 1200 LG DRILL & GROUT INTO BEDROCK EMBED 600
- APPROVED BEARING footing base on bedrock
- Diagram indicates bedrock surface and finished grade levels.
RETAINING WALL 7
- Scale: 1:20
- Reference Detail: 7 / S1.4
- Reinforcing:
- Vertical: 20M @ 250 VERT
- Horizontal: 15M @ 400 HORIZ
- Top: 2-15M TOP
- Notes:
- DOWELS TO MATCH VERTICAL REINFORCING
- LAP BAR BY SIZE
- 50 CLR typical; 10 CLR at footing bottom
- APPROVED BEARING foundation
Drawing Administration
| Field | Value |
|---|---|
| DESIGNED | DGB |
| DESIGN REVIEW | DGB |
| DRAFTED | DM |
| DRAFTING REVIEW | DAH |
| PROJECT No. | 4664-011 |
| CLIENT DRAWING No. | n/a |
| SCALE | AS SHOWN |
| PERMIT No. | n/a |
| HEI DRAWING No. | S1.9b |
| REVISION | 1 |
Note: DESTROY ALL DRAWINGS SHOWING PREVIOUS REVISION.
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Extracted from: 2025 11 04 Council Agenda - Agenda - Pdf