Survey Plan – McElhanney Consulting Services Ltd. - February 23, 2018

HIGHSTREET DEVELOPMENT TOPOGRAPHIC SURVEY PLAN OF 3 HELMECKEN ROAD

3 HELMECKEN ROAD, VIEW ROYAL, BC

Client: HIGHSTREET VENTURES, 702-1708 DOLPHIN AVE, KELOWNA, BC Drawing Number: 03520-V-1-TP Project Number: 2113-03520-00 Revision: 0 Date: 2018-02-23

Revision History

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

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.

Survey 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.

Land Parcel Summary

Parcel	Plan Number	PID / Information
REM LOT A	Plan VIP1726
LOT 1	Plan VIP18753	000-300-365
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 VIP18347
REM LOT 22	Plan VIP361

Legend

Line Types

——— OUTLINE OF HEDGE
—x—x— FENCE
— — — TOP OF BANK
– · – · – BOTTOM OF BANK
〰〰〰 DITCH
T OVERHEAD TEL
E OVERHEAD HYDRO

Symbols

[Symbol] CATCH BASIN (TOP INLET)
[Symbol] CLEAN-OUT
[Symbol] CULVERT
[Symbol] FIRE HYDRANT
[Symbol] GUY WIRE
[Symbol] LAWN BASIN
[Symbol] MANHOLE - ELECTRICAL
[Symbol] MANHOLE - SANITARY
[Symbol] MANHOLE - STORM
[Symbol] CATCH BASIN - MANHOLE
[Symbol] METER - WATER
[Symbol] MONUMENT - FOUND
[Symbol] POLE - HYDRO/TELEPHONE POLE
[Symbol] POLE - TELEPHONE
[Symbol] SIGN POST
[Symbol] TRAFFIC LIGHT STANDARD
[Symbol] TREE - CONIFEROUS
[Symbol] TREE - DECIDUOUS
[Symbol] VALVE - GAS
[Symbol] VALVE - IRRIGATION
[Symbol] VALVE - WATER
[Symbol] POLE WITH YARD LAMP
[Symbol] NON-STANDARD POST - FOUND
[Symbol] IRON PIN - FOUND

Abbreviations

POINT # TYP*: Survey Point Number
FFE: FIRST FLOOR ELEVATION
BFE: BASEMENT FLOOR ELEVATION
GFE: GARAGE FLOOR ELEVATION

Topographic Features

Specific Elevation Data:

Existing Building (REM LOT 1): FFE: 28.01, BFE: 25.45
Existing Building (LOT 1): FFE: 28.74
Existing Building (LOT 1): FFE: 28.76
Existing Building (LOT 2): FFE: 29.83
Existing Building (LOT 2): FFE: 30.42, GFE: 27.94
400mmØ CONC INVERT ELEV: 27.36
200mmØ PVC INVERT ELEV: 27.37
200mmØ PVC INVERT ELEV: 27.52

Site Infrastructure Labels:

HELMECKEN ROAD
WEST BURNSIDE ROAD
BIKE LANE
ASPHALT SIDEWALK
ASPHALT CURB
ASPHALT PARKING AREA
GRAVEL DRIVEWAY
CONCRETE DRIVEWAY
CONC. PATH
RETAINING WALL (RAILING ON TOP)
DITCH
EDGE OF PAVEMENT
TREE DRIP LINE
CAR PORT
SHED
SEACAN

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