ATTACHMENT 4: Conceptual Servicing and Frontage Plans

ATTACHMENT 4

Date: OCTOBER 11, 2023 Drawing Number: 22-149-CSP-1

REPLACE EXISTING SANITARY MAIN IF REQUIRED (TO BE DETERMINED DURING DETAILED DESIGN)
CAUTION: GAS CROSSING
FOR FRONTAGE WORKS, SEE DWG. 22-149-CSP-2
NEW 300Ø D.I. WATER MAIN. ALIGNMENT LOCATION TO BE CONFIRMED DURING DETAILED DESIGN.
REMOVE EXISTING DRAIN AND APPURTENANCES (APPROX. 50m LONG). TO BE CONFIRMED DURING DETAILED DESIGN.
PROPOSED WEST BUILDING (SEE ARCHITECTURAL)
Proposed West Building footprint

Detail of Proposed West Building footprint
PROPOSED EAST BUILDING (SEE ARCHITECTURAL)
Proposed East Building footprint

Detail of Proposed East Building footprint
APPROXIMATE EXTENTS OF BUILDING AT GRADE (TYP.) SEE ARCHITECTURAL
APPROXIMATE EXTENTS OF PARKADE (TYP.) SEE ARCHITECTURAL
STORM WATER MANAGEMENT NOTE: STORM WATER STORAGE VOLUME REQUIRED = 23 cu. m. STORM WATER STORAGE WILL BE PROVIDED VIA ON SITE RAIN GARDENS (SEE LANDSCAPE). STORMWATER STORAGE VOLUME TO BE CONFIRMED DURING DETAILED DESIGN.
PROPOSED TREES, TYP (SEE LANDSCAPE)
EXISTING TREES, TYP (SEE ARBORIST REPORT)
PROJECT BOUNDARY

No.	DESCRIPTION
(1)	EXISTING WATER SERVICE TO BE CAPPED AND ABANDONED BY CRD FORCES AT DEVELOPER'S EXPENSE.
(2)	REMOVE EXISTING FIRE HYDRANT AND VALVE AND CAP EXISTING TEE BY CRD FORCES AT DEVELOPER'S EXPENSE.
(3)	NEW FIRE HYDRANT BY CRD FORCES AT DEVELOPER'S EXPENSE.
(4)	NEW WATER SERVICE c/w METER AT PROPERTY LINE BY CRD FORCES AT DEVELOPER'S EXPENSE. SIZE TO BE CONFIRMED DURING DETAILED DESIGN.
(5)	EXISTING CONNECTION TO CRD WATER MAIN #2 TO BE CAPPED AND ABANDONED BY CRD FORCES AT DEVELOPER'S EXPENSE.
(6)	CONNECTION TO EXISTING WATER MAIN BY CRD FORCES AT DEVELOPER'S EXPENSE.
(7)	NEW 150ø DOMESTIC WATER SERVICE CONNECTION c/w 100ø 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.
(8)	CAP AND ABANDON EXISTING SANITARY SERVICE AT PROPERTY LINE.
(9)	NEW 200ø SANITARY SERVICE CONNECTION c/w INSPECTION CHAMBER AT PROPERTY LINE AND 1200ø MANHOLE AT EXISTING MAIN BY TOWN OF VIEW ROYAL FORCES AT DEVELOPER'S EXPENSE. SIZES TO BE CONFIRMED DURING DETAILED DESIGN.
(10)	NEW 200ø STORM SERVICE CONNECTION c/w INSPECTION CHAMBER AT PROPERTY LINE AND 1200ø MANHOLE AT EXISTING MAIN BY TOWN OF VIEW ROYAL FORCES AT DEVELOPER'S EXPENSE. SIZES TO BE CONFIRMED DURING DETAILED DESIGN.
(11)	RAISE OR REPLACE EXISTING FIRE HYDRANT BY CRD FORCES AT DEVELOPER'S EXPENSE.

FOR BUILDING INFORMATION, SEE DRAWINGS BY ARK ARCHITECTS.
FOR LANDSCAPE DESIGN INFORMATION, SEE LANDSCAPE DRAWINGS.
FOR TREE INFORMATION INCLUDING CRITICAL ROOT ZONES, SEE REPORT BY TALMADGE URBAN FORESTRY CONSULTANTS.
FOR LEGAL SURVEY INFORMATION, SEE DRAWINGS BY MCELHANNEY LTD.
ALL EXISTING ON-SITE BUILDINGS, DRIVEWAYS, PARKING LOTS, RETAINING WALLS, ETC. TO BE REMOVED AND DISPOSED OFF-SITE (NOT SHOWN FOR CLARITY).
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 LOCATING ALL BURIED UTILITIES).
ONSITE BIKE PARKING, ETC. NOT SHOWN FOR CLARITY (SEE ARCHITECTURAL AND LANDSCAPE DRAWINGS).

LEGAL PLAN & TOPOGRAPHIC SURVEY PROVIDED BY MCELHANNEY LTD. SEE ARCHITECTURAL AND LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION

Date: OCTOBER 11, 2023 Drawing Number: 22-149-CSP-2

NEW TRAFFIC SIGNAL AT THE INTERSECTION OF ISLAND HIGHWAY AND PRINCE ROBERT DRIVE TO BE DETERMINED DURING DETAILED DESIGN.
ERADICATE EXISTING PAVEMENT MARKINGS ON ISLAND HIGHWAY WITHIN LIMITS OF CONSTRUCTION (TYP.). EXTENTS TO BE CONFIRMED DURING DETAILED DESIGN.
SAW CUT LOCATION TO BE CONFIRMED DURING DETAILED DESIGN (TYP)
REMOVE EXISTING CURB, EXTENTS TO BE CONFIRMED DURING DETAILED DESIGN (TYP)
TIE-IN TO EXISTING PAVEMENT (TYP)
RELOCATE EXISTING CATCH BASIN TO NEW GUTTER LINE. LOCATION, SPACING AND LEAD CONNECTION TO BE CONFIRMED DURING DETAILED DESIGN.
RELOCATE EXISTING BUS STOP, BUS SHELTER AND PULLOUT TO BC TRANSIT STANDARD. LOCATION TO BE CONFIRMED DURING DETAILED DESIGN.
PROPOSED WEST BUILDING (SEE ARCHITECTURAL)
Proposed West Building footprint

Detail of Proposed West Building footprint
PROPOSED EAST BUILDING (SEE ARCHITECTURAL)
Proposed East Building footprint

Detail of Proposed East Building footprint
LANE TAPERS TO EXISTING TO BE CONFIRMED DURING DETAILED DESIGN.
VEGETATION CLEARING TO PROPERTY LINE FOR SIGHT LINE IMPROVEMENTS, SEE SIGHT LINE NOTE.
REMOVE EXISTING ASPHALT WATER CONTROL CURB.
LOADING AREA (SEE ARCHITECTURAL)
FIRE LANE (SEE ARCHITECTURAL)
FIRE LANE & LOADING ACCESS
PROJECT BOUNDARY

ISLAND HIGHWAY:
- 1.80 BIKE
- 3.50 LANE
- 3.80 LEFT TURN LANE / MEDIAN
- -3.50 LANE
- 2.20 BIKE
- 3.00 BUS LANE
- -2.4 TO -8.7 BLVD
PRINCE ROBERT DRIVE:
- 1.50 LANE
- 3.50 LANE
- 1.50 LANE
- 3.50 LANE
- 1.80 BIKE

SIGHT LINES AT PRINCE ROBERT DRIVE / ISLAND HIGHWAY INTERSECTION AND REQUIRED EXTENTS OF VEGETATION CLEARING TO BE CONFIRMED DURING DETAILED DESIGN.

FOR BUILDING INFORMATION, SEE DRAWINGS BY ARK ARCHITECTS.
FOR LANDSCAPE DESIGN INFORMATION, SEE LANDSCAPE DRAWINGS.
FOR TREE INFORMATION INCLUDING CRITICAL ROOT ZONES, SEE REPORT BY TALMADGE URBAN FORESTRY CONSULTANTS.
FOR LEGAL SURVEY INFORMATION, SEE DRAWINGS BY MCELHANNEY LTD.
ALL EXISTING ON-SITE BUILDINGS, DRIVEWAYS, PARKING LOTS, RETAINING WALLS, ETC. TO BE REMOVED AND DISPOSED OFF-SITE (NOT SHOWN FOR CLARITY).
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 LOCATING ALL BURIED UTILITIES).
ONSITE BIKE PARKING, ETC. NOT SHOWN FOR CLARITY (SEE ARCHITECTURAL AND LANDSCAPE DRAWINGS).

LEGAL PLAN & TOPOGRAPHIC SURVEY PROVIDED BY MCELHANNEY LTD. SEE ARCHITECTURAL AND LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION