TOPOGRAPHIC SURVEY PLAN OF 3 HELMCKEN ROAD

Highstreet Development Topographic Survey Plan

Project Information

Client: Highstreet Ventures Address: 702-1708 Dolphin Ave, Kelowna, BC

Project Name: Highstreet Development Topographic Survey Plan of 3 Helmcken Road Location: 3 Helmcken Road, View Royal, BC

Consultant: McElhanney Consulting Services Ltd. Suite 500, 3960 Quadra Street Victoria BC, Canada V8X 4A3 Tel 250 370 9221

Legend

CATCH BASIN (TOP INLET)
CLEAN-OUT
CULVERT
FIRE HYDRANT
GUY WIRE
IRON PIN - FOUND
LAWN BASIN
MANHOLE - ELECTRICAL
MANHOLE - SANITARY
MANHOLE - STORM
CATCH BASIN - MANHOLE
METER - WATER
MONUMENT - FOUND
NON-STANDARD POST - FOUND
POLE - HYDRO/TELEPHONE POLE
POLE - TELEPHONE
POLE WITH YARD LAMP
SIGN POST
TRAFFIC LIGHT STANDARD
TREE - CONIFEROUS
TREE - DECIDUOUS
VALVE - GAS
VALVE - IRRIGATION
VALVE - WATER
OUTLINE OF HEDGE
FENCE
TOP OF BANK
BOTTOM OF BANK
DITCH
T - OVERHEAD TEL
E - OVERHEAD HYDRO

Abbreviations:

FFE: FIRST FLOOR ELEVATION
BFE: BASEMENT FLOOR ELEVATION
GFE: GARAGE FLOOR ELEVATION
POINT # TYP:* SURVEY POINT

Notes

THE SURVEY IS ON A LOCAL GROUND SYSTEM AND WAS DERIVED FROM GEODETIC CONTROL MONUMENTS 80H3083 AND 80H3064.
TO CONVERT TO UTM: MULTIPLY BY THE COMBINED SCALE FACTOR OF 0.9996106, ABOUT GEODETIC CONTROL MONUMENT 80H3083.
ELEVATIONS ARE IN METRES AND ARE REFERRED TO GEODETIC DATUM CVD28GVRD USING MONUMENT 80H3083, ELEVATION=27.652 METRES.
THIS PLAN REPRESENTS FIELD SURVEY CONDUCTED ON FEBRUARY 15-17, 2018.
CONTOUR INTERVAL IS 0.5m.

Legal Notice

THIS DRAWING AND DESIGN IS THE PROPERTY OF McELHANNEY CONSULTING SERVICES LTD. (McELHANNEY) AND SHALL NOT BE USED, REUSED OR REPRODUCED WITHOUT THE CONSENT OF McELHANNEY. McELHANNEY WILL NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR UNAUTHORIZED USE OF THIS DRAWING AND DESIGN.

THIS DRAWING AND DESIGN HAS BEEN PREPARED FOR THE CLIENT IDENTIFIED, TO MEET THE STANDARDS AND REQUIREMENTS OF THE APPLICABLE PUBLIC AGENCIES AT THE TIME OF PREPARATION. McELHANNEY, ITS EMPLOYEES, SUBCONSULTANTS AND AGENTS WILL NOT BE LIABLE FOR ANY LOSSES OR OTHER CONSEQUENCES RESULTING FROM THE USE OR RELIANCE UPON, OR ANY CHANGES MADE TO, THIS DRAWING, BY ANY THIRD PARTY, INCLUDING CONTRACTORS, SUPPLIERS, CONSULTANTS AND STAKEHOLDERS, OR THEIR EMPLOYEES OR AGENTS, WITHOUT McELHANNEY'S PRIOR WRITTEN CONSENT.

INFORMATION ON EXISTING UNDERGROUND FACILITIES MAY NOT BE COMPLETE OR ACCURATE. McELHANNEY, ITS EMPLOYEES AND DIRECTORS ARE NOT RESPONSIBLE NOR LIABLE FOR THE LOCATION OF ANY UNDERGROUND CONDUITS, PIPES, CABLES OR OTHER FACILITIES WHETHER SHOWN OR OMITTED FROM THIS PLAN. PRIOR TO CONSTRUCTION CONTRACTOR SHALL EXPOSE LOCATIONS OF ALL EXISTING FACILITIES BY HAND DIGGING OR HYDROVAC AND ADVISE THE ENGINEER OF POTENTIAL CONFLICTS.

Drawing Information

Project Number: 2113-03520-00
Drawing No.: 03520-V-1-TP
Revision: 0
Scale: 1:300 (Original DWG Size: ANSI D 22" x 34")
Units: All dimensions are in metres.

Revision History:

Rev	Date	Description	Surv	Drawn	App'd
0	2018-02-23	ORIGINAL ISSUE	SA	LM	GQ

Property and Site Details

Land Parcels Identified:

LOT 1 Plan VIP18347
LOT 2 Plan VIP3963 (006-114-946)
REM LOT 1 Plan VIP3963 (000-295-981)
BUILDING STRATA Plan VIS5633
LOT 10 Plan VIP1726 (007-028-156)
LOT 1 Plan VIP18753 (000-300-365)
REM LOT 22 Plan VIP361
REM LOT A Plan VIP1726

Existing Building Elevations:

Existing Building FFE: 28.01 / BFE: 25.45
Existing Building FFE: 30.42 / GFE: 27.94
Existing Building FFE: 29.83
Existing Building FFE: 28.74
Existing Building FFE: 28.76

Utility Infrastructure (Invert Elevations):

400mmØ CONC INVERT ELEV=27.36
200mmØ PVC INVERT ELEV=27.37
200mmØ PVC INVERT ELEV=27.52

Site Features:

Asphalt Parking Area
Gravel Driveways
Asphalt Driveway
Concrete Driveway
Retaining Wall (Railing on top)
Asphalt Sidewalk
Bike Lane (Helmcken Road)
Landscape Areas
Rock Top of Bank (TOB)