Appendix
Attachment 7 - Conceptual Servicing Plan
July 9, 2024Page 2301 section
Technical engineering drawing from McElhanney showing the conceptual servicing and site plan for the development at 346 Island Highway.
Project: 346 Island HighwayFirm: McElhanneyDate: March 28, 2024
CONCEPTUAL SERVICING PLAN: 346 ISLAND HIGHWAY, VIEW ROYAL BC
Project Number: 22-157 Drawing Number: 22-157-CSP-1 Date: March 28, 2024 Issue/Revision: A - ISSUED FOR REZONING Scale: HORIZ: 1:250, VERT: N/A
Notes
- FOR BUILDING INFORMATION, SEE DRAWINGS BY URBAN WEST ARCHITECTURE.
- FOR LANDSCAPE DESIGN INFORMATION, SEE LANDSCAPE DRAWINGS.
- FOR INFORMATION ON PROTECTIVE FENCING AND ROOT ZONES, SEE REPORT BY TALMACK URBAN FORESTRY CONSULTANTS.
- FOR LEGAL SURVEY INFORMATION, SEE DRAWINGS BY MCELHANNEY LTD.
- FOR TRAFFIC IMPACT ASSESSMENT, SEE REPORT BY WATT CONSULTING GROUP.
- ALL EXISTING ON-SITE BUILDINGS, DRIVEWAYS, PARKING LOTS, RETAINING WALLS, ETC. TO BE REMOVED AND DISPOSED OFF-SITE.
- BASE INFORMATION SHOWN IS PRODUCED FROM A COMBINATION OF FIELD SURVEY AND RECORD INFORMATION PROVIDED BY THE TOWN OF VIEW ROYAL. ALL INFORMATION TO BE CONFIRMED IN THE FIELD PRIOR TO CONSTRUCTION (INCLUDING COMPLETING A BC1CALL).
- ON-SITE BIKE PARKING, ETC. NOT SHOWN FOR CLARITY (SEE ARCHITECTURAL AND LANDSCAPE DRAWINGS).
Sheet Notes
| No. | Description |
|---|---|
| 1 | LOCATE EXISTING WATER SERVICE. IF FOUND, SERVICE TO BE CAPPED AND ABANDONED BY CRD FORCES AT DEVELOPER'S EXPENSE. |
| 2 | PROPOSED 150ø DOMESTIC WATER SERVICE CONNECTION c/w 100ø WATER METER AND 150ø FIRE WATER SERVICE CONNECTION c/w CHECK VALVE BY CRD FORCES AT DEVELOPER'S EXPENSE. SIZES TO BE CONFIRMED DURING DETAILED DESIGN. |
| 3 | CAP AND ABANDON EXISTING 100ø PVC SANITARY SERVICE AT PROPERTY LINE. |
| 4 | PROPOSED 150ø SANITARY SERVICE CONNECTION c/w INSPECTION CHAMBER AT S/W BY TOWN OF VIEW ROYAL FORCES AT DEVELOPER'S EXPENSE. SIZE TO BE CONFIRMED DURING DETAILED DESIGN. |
| 5 | PROPOSED STORMWATER STORAGE AREA (LOCATED WITHIN THE BUILDING), SEE STORM WATER MANAGEMENT NOTE ON THIS PAGE AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. |
| 6 | PROPOSED 200ø STORM SERVICE CONNECTION c/w 1200ø FLOW CONTROL MANHOLE AND HEADWALL. SIZES AND LOCATION TO BE CONFIRMED DURING DETAILED DESIGN. |
| 7 | PROPOSED DRAINAGE SWALE. ENSURE POSITIVE DRAINAGE TO STORM INLET (7). MODIFY DRAINAGE SWALE IF REQUIRED (LOCATION TO BE CONFIRMED DURING DETAILED DESIGN). |
- Tree Symbol (Solid): EXISTING TREE TO BE REMOVED (CRITICAL ROOT ZONES NOT SHOWN). REFER TO ARBORIST REPORT BY TALMACK URBAN FORESTRY CONSULTANTS LTD DATED MARCH 10, 2024.
- Tree Symbol (Hollow with Circle): EXISTING TREE TO REMAIN (CRITICAL ROOT ZONES SHOWN). REFER TO ARBORIST REPORT BY TALMACK URBAN FORESTRY CONSULTANTS LTD DATED MARCH 10, 2024.
Storm Water Management Note
- STORM WATER STORAGE VOLUME REQUIRED = 70 cu. m.
- STORM WATER STORAGE TO BE PROVIDED VIA STORAGE WITHIN THE BUILDING (SEE ARCHITECTURAL DRAWINGS).
- STORM WATER STORAGE VOLUME, DISCHARGE DETAILS, ETC. TO BE CONFIRMED DURING DETAILED DESIGN.
Site Plan Details
- Proposed Building: Labeled "PROPOSED BUILDING (SEE ARCHITECTURAL)" on LOT 1, PLAN VIP5384, #346.
- Property Information:
- LOT 1 PLAN VIP5384 #346
- LOT B PLAN VIP1819 #353, 351
- LOT 1 PLAN EPS8430 #345, 347
- LOT A PLAN VIP5247 #340
- Roadway Cross-Section Elements:
- 2.00 SW (Sidewalk)
- 3.00 BLVD (Boulevard)
- 2.20 BIKE (Bike Lane)
- 3.50 LANE
- Hydro Infrastructure: "PROPOSED RELOCATION OF EXISTING POLE AND ANCHORS BY HYDRO FORCES AT THE DEVELOPER'S EXPENSE. LOCATION TO BE CONFIRMED DURING DETAILED DESIGN."
- Drainage: Shows an "EXISTING SWALE" and "EXISTING HEADWALL (DRAINAGE INLET)".
- Legal & Topographic Survey: Provided by McElhanney Ltd.
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Extracted from: 2024 07 09 Committee of the Whole Agenda - Agenda - Pdf