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25 Year Event Future Land Use Storm Sewer Assessment - Figure 6
September 15, 2020Page 7821 section
Engineering map modeling storm sewer capacity during a 25-year storm event.
July 2017Aplin Martin
25 YEAR EVENT FUTURE LAND USE STORM SEWER ASSESSMENT
NOTICE TO CONTRACTOR
IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S SURVEYOR TO VERIFY THAT ALL LEGAL SURVEY DIMENSIONS SHOWN ON THE ENGINEERS DRAWINGS AGREE WITH THOSE ON THE REGISTERED LEGAL SURVEY PLAN. SHOULD THERE BE ANY DISCREPANCIES, THEN IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.
LEGEND
- 25 YEAR STORM FLOODED MANHOLE
- 25 YEAR STORM SURCHARGED MANHOLE
- MANHOLE
- STORAGE
- OUTFALL
- STORM SEWERS & CULVERTS
- DITCH
- 25 YEAR STORM SURCHARGED PIPE (>900mm)
- 25 YEAR STORM SURCHARGED PIPE (≤900mm DIA.)
- SURCHARGED PIPES UNDER HIGH TIDE BOUNDARY CONDITION
- LEGAL LINES
- MUNICIPAL BOUNDARY
- TRANS CANADA HWY
- STREAM
- RAILWAY
- NEIGHBORHOOD BOUNDARY
REVISION HISTORY
| REV. NO. | DESCRIPTION | DR | CH | DATE | APP |
|---|---|---|---|---|---|
| 1 | FOR REVIEW | JS | VL | 14/07/2017 | WY |
PROJECT INFORMATION
CLIENT: TOWN OF VIEW ROYAL 45 VIEW ROYAL AVENUE, VICTORIA, BC V9B 1A6
PROJECT: TOWN OF VIEW ROYAL MASTER DRAINAGE PLAN 2016-2017
TITLE: 25 YEAR EVENT FUTURE LAND USE STORM SEWER ASSESSMENT
| FIELD | VALUE |
|---|---|
| PROJECT NO. | 16-282 |
| DRAWING NO. | 16-282 |
| SCALE | HORZ. 1:7,500, VERT. N/A |
| A & M DRAWING NO. | FIGURE 6 |
| DESIGN | VL |
| CHECK | VL |
| DRAWN | JS |
| APPR | WY |
| DRAWING DATE | JULY 2017 |
| SHEET NO. | 02 OF 03 |
| REV. | 1 |
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Extracted from: 2020 09 15 Committee of the Whole Agenda - Agenda - Pdf