PROPOSED SUBDIVISION OF LOT 6... 102 ATKINS (Plan and Profile)

102 ATKINS ROAD

PLAN AND PROFILE

Engineering plan and profile drawing for a development at 102 Atkins Road. The top portion shows a longitudinal profile of "ROAD A" indicating existing ground levels, proposed centerline elevations, and stormwater system grades (ranging from 0.75% to 4.41%). The bottom portion is a plan view showing the proposed "ROAD A" alignment from station 0+70 to 2+60, intersecting with Chilco Road and Atkins Road, and bordering the Galloping Goose trail and E&N Railway land. It details proposed storm drains, sanitary sewers, water lines, and catch basins.

Project Information

Client: ENVIRO TEC GENERAL CONTRACTING LTD.
Project No: 2794
Drawing No: 2794
Sheet: 2 OF 2
Date: JUNE 2015
Scale: H 1:250 V 1:50
Consultant: Westbrook Consulting Ltd., #110 - 585 Goldstream Ave., Victoria, BC V9B 2W4 (Tel: 250-391-8593)

Legend - Proposed services shown bold

Symbol	Proposed	Existing	Description	Symbol	Proposed	Existing	Description
SD	SD	SD	STORM SEWER	RS	RS	—	ROAD SIGN
SS	SS	SS	SANITARY SEWER	RED	RED	—	REDUCER
W	W	W	WATER	LP	—	LP	LIGHT POLE
IC	IC	—	INSPECTION CHAMBER	PP	—	PP	POWER POLE
MH	MH	MH	MANHOLE	AN	—	AN	ANCHOR
CB	CB	CB	CATCH BASIN	TR	—	TR	TREE
HYD	HYD	—	HYDRANT	LOT PIN	—	[Square Symbol]	LOT PIN
GV	GV	—	GATE VALVE	LEAD PLUG	—	[Cross Symbol]	LEAD PLUG
CO	CO	—	CLEANOUT	EL	—	EL	HYDRO / TEL / GAS
RL	RL	—	ROAD LAMP

Profile Data (ROAD A)

Vertical Curves:
- 10.776m VERT. CURVE, PVI STA = 0+81.11, PVI ELEV = 23.853
- 30.000m VERT. CURVE, PVI STA = 1+48.33, PVI ELEV = 26.830
- 8.000m VERT. CURVE, PVI STA = 2+53.60, PVI ELEV = 24.803
Grades: 2.00%, 0.75%, 2.00%, 4.41%
Key Infrastructure Labels: SDO 5, SDO 4, SDO 3, SDO 2, SDO 1, SMH 4, SMH 3, SMH 2, CB 6, CB 7, FIELD INLET.

Plan Notes and Labels

Property and Boundary Labels:
- PART SECTION 98 E&N RAILWAY
- PARCEL A DD L2563
- REM. 6 PLAN 748 (PLAN 1205 OS)
- GALLOPING GOOSE
- CHILCO ROAD
- ATKINS ROAD
Construction Notes:
- EXISTING BUILDINGS TO BE REMOVED.
- FLUSH VALVE AS PER EXD. STD. DWG. 5.9.
- 1'-0"X3'X3' CONC. THRUST BLOCKS.
- 11 1/4° BEND (100x100) C/W "DENSO" WRAP & 1'-0"X1'-0"X1'-0" C.W. THRUST BLOCKS.
- TO BE DETERMINED IN FIELD.
- FIELD INLET 100mm PVC INV. = 22.80.
- RETAINING WALL AS REQUIRED.
General Disclaimer: The location and elevation of all existing utilities must be verified on site before construction commences. For complete and actual horizontal or vertical offsets, contact the appropriate utility companies. The contractor is responsible to confirm the depth of each connection to the main at any point to the satisfaction of the engineer.

Revisions

No.	Description	Date
1	ISSUED FOR DEVELOPMENT PERMIT	2015-07-02