HIGHWAY 1 - MALAHAT · HIGHWAY 1 - MALAHAT 4414 160916 Since 2001 over $33M has been spent on...
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HIGHWAY 1 - MALAHAT 4414 160916 Welcome to the Public Information Session for the Malahat Village Four Laning and Safety Improvement Project Aspen Road to Shawnigan Lake Road WELCOME 1 1 1 1 1 1 1 PROJECT LOCATION N 5km
Transcript of HIGHWAY 1 - MALAHAT · HIGHWAY 1 - MALAHAT 4414 160916 Since 2001 over $33M has been spent on...
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HIGHWAY 1 - MALAHAT
4414 160916
Welcome to the Public Information Session for the Malahat VillageFour Laning and Safety Improvement Project
Aspen Road to Shawnigan Lake Road
WELCOME
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PROJECT LOCATION
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HIGHWAY 1 - MALAHAT
4414 160916
Since 2001 over $33M has been spent on improvements to the Malahat Segment of Highway 1.
In 2007 the “Trans-Canada Highway 1 – Malahat Corridor Study” report was prepared which developed a long-term transportation strategy for the Corridor.
In 2012 a safety review of the corridor was conducted, and the report “Malahat Highway No. 1 Safety Review – Proposed Highway Improvements” was prepared which identified several short term and long term safety improvements for the Corridor.
The findings from the two reports form the basis of the safety improvements works that have been ongoing on the corridor since summer 2012. In 2015, this Malahat Village section was the area of the corridor identified as the next priority in B.C. on the Move. The above reports can be found at: www.gov.bc.ca/malahatsafetyimprovements
HISTORICAL REPORTS
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HIGHWAY 1 - MALAHAT
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The Malahat section of the Trans-Canada Highway is approximately 20 km long, generally beginning near the Leigh Road Interchange in Langford and ending around the Bamberton Overpass near Mill Bay.
It is the main highway corridor on Vancouver Island that connects the communities of southern Vancouver Island with the communities of central and northern Vancouver Island.
The current annual average daily traffic along the corridor is 24,000 vehicles per day making this one of the most important transportation corridors on the island.
The Malahat Village project will enhance the safety of the corridor while also improving corridor reliability and mobility, by providing:• Over 3 km of new median barrier• 5 km of four-laning• Numerous access and intersection improvements
The estimated total project cost is $34M. The Province of BC will be contributing $20M to the project and the Government of Canada will be contributing $14M.
BACKGROUND
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HIGHWAY 1 - MALAHAT
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Phase 1 of the Malahat Safety Improvement Works was completed in 2013, and included the following improvements:
• Installation of seven sections of new concrete median barrier totalling 5.8 km• Upgrades at Finlayson Arm Road, Shawnigan Lake Road, the area near Leigh Road and the south boundary of Goldstream Park, and the Malahat village intersections• Additional RCMP enforcement pullout areas• Installation of an advanced weather advisory system• Improved lighting, signage and roadside delineation
PREVIOUS WORK ON THE MALAHAT CORRIDOR
Phase 2 of the Malahat Safety Improvement Works was completed in 2015 and included the following improvements:
• Installation of an additional 2.3 km of median barrier from Shawnigan Lake Road to the Malahat Summit weather station to address safety concerns in the area known locally as “NASCAR Corner”• A 1 km southbound passing lane extension• Improvements to the Whittaker Road and Holker Place intersections
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HIGHWAY 1 - MALAHAT
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Collision History• The Aspen Road to Shawnigan Lake segment has a collision rate of 0.45 collisions per million vehicle kilometres which is 41% higher than the provincial average of 0.32 collisions per million vehicle kilometres• Three fatalities have occurred along this section of the highway within the last 14 months
EXISTING CONDITIONS
Reliability• The Malahat section of Highway 1 has a history of closures due to collisions and natural hazards. On average, the Malahat highway segment has unplanned closures 10.5 times per year• The closure times range from less than 1 hour to 20 hours with the average closure duration being just over 1 hour• These closures are of great concern as no reasonable alternate detour routes are available south of Shawnigan Lake Road
MobilityThe average travel time through the corridor in the southbound direction is approximately 15% longer on a typical weekday PM Peak and over 30% longer on a typical weekend PM Peak compared to the northbound direction.
Average Travel Time Between Aspen Road and Shawnigan Lake Road
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STRATEGIES FOR IMPROVEMENT
Cross Over Collisions
Intersection Collisions
Narrow Paved Shoulders
High access density along corridor
Lack of southbound passing opportunities
Southbound Travel Time Delays
Highway Closures along corridor
Installation of an additional 3.0 km of median barrier which will reduce the severity of collisions.
Converting the Malahat Village and Aspen Road intersections to right-in / right-out and left-in configurations. Converting McCurdy Road intersection to right-in / right out, as well as effectively relocating Okotoks Road intersection and converting it to right-in / right-out only. These improvements to the intersections will reduce the number and severity of collisions.
Increasing the paved shoulder width to 2.0 m will benefit cyclists and provide more refuge area for a stalled vehicle to pull over.
Consolidation of accesses and the construction of backage / frontage roads will reduce the overall number of access points along the corridor and improve safety and mobility.
Construction of 5 km of an additional southbound lane will improve the ability to pass a slow moving vehicle and help reduce the occurrences of aggressive passing maneuvers often seen on shorter passing facilities.
Construction of 5 km of an additional southbound lane will improve travel time and reduce traffic queues behind slow moving vehicles.
Installation of median barriers will reduce the severity of collisions and by extension the duration of any closure caused by a collision. The wider shoulder and the additional southbound lane will provide more width to bypass a collision or stalled vehicle. Also, with the additional southbound lane, crews will be able to implement temporary 2 way traffic to keep people moving around an incident.
IDENTIFIED PROBLEM PROPOSED SOLUTION
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HIGHWAY 1 - MALAHAT
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Making a left turn movement from a side road onto a high volume high speed four-lane highway is difficult
Heavy volumes, high speed and limited visibility along Highway 1 all contribute to the drivers inability to safely judge gaps in traffic for left turning movements onto the highway
As the delays on the side roads increase, drivers begin to get frustrated and are willing to accept shorter and shorter gaps to make their turning movements
This willingness to accept shorter gaps increases the likelihood of angle type collisions which are generally of high severity
Eliminating the left-out movement at an unsignalized T-Intersection reduces the conflict points from 11 to 6 as represented in the adjacent graphics (the 5 eliminated conflict points are shown in red).
Eliminating the left-out movement at high speed and high volume intersections is a widely accepted safety improvement
PROVIDING SAFER ACCESS
LEGENDDirection of travelRemaining con�ict point Eliminated con�ict point
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LEGENDDirection of travelRemaining con�ict point Eliminated con�ict point
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LEGENDWindows can be viewed in higher detail on separate story boards
• All new and improved intersections to include improved overhead lighting at night.• Increased paved shoulder width to 2.0m
A new right-in / right-out intersection will be provided north of the Malahat Village to provide access to a new frontage road to service properties west of the highway and north of the Malahat Village
Addition of approximately 3 km of median barrier from the existing U-Turn at Aspen Roadto the existing median barrier near McCurdy Road. Completing an 11km segment of continuous median barrier from Finlayson Arm Road to the Malahat Summit Weather Station.
Conversion of McCurdy Road to a right-in / right-out con�guration with acceleration and deceleration lanes
Improved pavement surface and markingswithin the Malahat Village area
Improvements to the Malahat Village centre access by converting it to a left-in only con�guration to improve safety
A new right-in / right-out intersection will be provided just south of the Malahat Village to provide access to a new backage road and existing businesses on the west side of the highway
A new right-in / right-out and left-in intersection will be located approximately 800m north of Aspen Road. The intersection will provide access to a new northbound to southbound U-turn facility that will replace the current facility. It will also provide access to a new backage road and short frontage road to service the properties south of the Malahat Village and west of the highway.
Improvements to the Aspen Road intersection include increasing the length of the southbound left turn bay into Aspen Road and the addition of a northbound right turn acceleration lane
HIGHWAY 1 - MALAHAT SAFETY IMPROVEMENTS : ASPEN ROAD TO SHAWNIGAN LAKE ROAD
Addition of a second southbound lane starting from Shawnigan Lake Road, connecting into the existing dual southbound lanes located just south of Aspen Road.
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OUTSET #1 - REVISED ASPEN ROAD INTERSECTION
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OUTSET #2 - NEW INTERSECTION TO ACCESS THE NEW BACKAGE ROADS AND TURNAROUND FACILITY
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210
235
180
260
220
190
215
225
200
255
185
225
185
195
225
245
220
200
240
185
220
210
205
230
195
220
265
220
220
205
190
230
215
205
190
210
240
245
210
230
225
215
235
210
245
200
240
230
200
170
195
220
255
180175
210
185
200
225
225
245
200
205
195
220
200
215
240
210
215
250
240
210
200
215
190
225
195
245
180
250
210
220
235
230
225
200
205
220
205
245
215
225
240
225
215
215
255
230
200
205
250
210
230
205
250
210
195
245
250
220
200
215
230
260
180
215
235
235
225
210
195
220
220
195
255
220
260
210
215
265
185
240
180
245
230
215
205
205
225
235
190
185
235
215
250
240
210
220
240
250
220
190
220
220
195
235
255
170
210
200
230
180
255
175
245
175
215
255
240
230
225
255
220
235
250
245
210
210
225
240
225
245
225
190
205
245245
205
215
240
205
205
185
255
245
245
265
205
230
225
215
230
220
200
215
210
230
200
205
210
250
240
235
245
205
235
220
210
225220
200
215
215
225
220
220
240
210
240
235
225
235
220
185
205
220
225
200
245
245 220
210
245
225
210
110
114
28
29
30
31
32
3334
35111
115
112
118
117
116
113
2
1 : 750
-
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
XX
X
X
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X X XX X
XX
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
5.58M
200MMØ
CSP
KINK?
221.49M
OUTLE
T=
220.73
M
37.70M x 900M
MØ
CO
NC
.
INLET=
204.80M
OUTLET=
203.53M
9.3M x
200MM
ØC
SP
INLET=211.87M
KINK205.27M
OUTLE
T=
203.48M
13.5M x
200MM
Ø
CSP3.1M
x
200MM
Ø
CSPINL
ET=
213.03M
KINK
210.
10M
9.1M x200MMØCSP
KIN
K20
4.84
M5.
1M x
200M
MØ
CSP
OU
TLET
=20
3.99
M
PIPE 1PIPE 2
PIPE 3
PIPE 1:
INLET = 201.66M
OUTLET = 201.36M
5.2M X 750M
MØ
CONC.
PIPE 2:
INLET = 201.68M
OUTLET = 201.45M
5.2M X 750M
MØ
CONC.
PIPE 3:
INLET = 201.69M
OUTLET = 201.43M
5.2M X 750M
MØ
CONC.
5.21M x 200MMØCSP
INLET=212.26M
OU
TLET=
209.22M
34.6M x 600MMØCSP
OU
TLET
=21
3.41
M
INLET=214.49M
3.50
M60
0MM
ØCS
P
OUTLET=
212.00M
INLET=213.41M
6.2M x
200MMØ
PVC
OUTLET=
225.56M
226.12M
INLET=
225.56M
200MMØ B
IG-O
450MMØPVC
OUTLET=217.33M
450MM
ØPV
C
INLET
=
226.71
M
LOO
SE R
OCK
SOLID
ROCK
SOLID
ROCK
BASE
OF SL
OPE
BASE
OF S
LOPE
BASE O
F SLOP
E
BASE
OF SL
OPE
BASE OF SLOPE
BASE OF SLOPE
BASE OF SLOPE
BASE OF SLO
PE
BASE OF SLO
PE
BASE OF SLOPE
GR
AVEL RO
AD
GRAVEL ROAD
GRAVEL ROAD
3HT,1P
,1C
3T
3T
3HT,1P
,1C
2P,1GUY
1P
3T
1TRAN
S
3HT,1P
,1C
3T
HOUSE
HOUSE
HOUSE
HOUS
E
BUILD
ING
HOUSE
HOUSE
HOUSE
GAR
AGE
HOUS
E
HOUSE
HOUSE
HOUSE
HOTEL
RESTAURANT
HOUSE
HOUSEHOUSE
GAS
HOUSE
HO
USE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUS
E
HO
USE
CABIN
HOUSE
CABIN
#11
CABIN
#12
HO
US
EH
OU
SE
HOUS
E
CABI
N
STATION
3HT,1P
,1C
3HT,1P,1C
LS
1HT,1P,2G
UY
1HT,1P
ELECTRIC
AL
METER
1T,1C1T,1C
1HT
3HT,2P,1C
3HT,1P,1C
3HT,2P,1C
LS
3TRANSLS
3HT,1P,1C
1P
1P
3HT,2P,2C
LS
BOARD
3HT,2P,1C
LS
1HT,1P,2G
UY
1HT,1P
1T
3HT,1P,1C
LS
1T,1GU
Y
3T
3T
1P
3P
1P
3T
INLET=
29.48
M x 6
00MM
Ø
CSP
OUTL
ET=
221.8
3M
500MMØ CSP
500MMØ CSP
500MMØ CSP
500MMØ CSP
HOUSE
POOL
SHED
HO
USEWO
OD
DEC
K
WELL?
HOUSE
HOUSE
SHED
0.6MØ FIR
0.6MØ FIR0.6MØ FIR
0.9MØ FIR
0.7MØ FIR 0.8MØ FIR
1.1MØ FIR
1.2MØ FIR
1.0MØ FIR
3x0.5MØ FIR
1TRA
NS
2x1.0MØ FIR
1.0MØ FIR
BASE
OF SLOPE
1.5MØ FIR
1.0MØ FIR
1.0MØ FIR0.8MØ FIR
0.9MØ FIR
0.8MØ FIR
1.2M
Ø F
IR
1.0M
Ø F
IR1.
1MØ
FIR
1.5MØ FIR
1.2MØ FIR1.0MØ FIR
WO
OD
BOAR
D
WOOD BOARD
WOOD BOARDDILAPITATED
WO
OD
BOAR
D
CONCRETEPAD
2T
MET
AL
BLDG
METAL
BASE OF SLOPE
LIMIT OF SURVEY
LIMIT OF SURVEY
HO
USE
LIMIT OF
SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
EW
EW
EW
EW
EW
EWEW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EWEW
EW
EW
EW
EW
EW
EW
EW
EWEW
EW
EW
EWEW
EW
EW
EW
EWEW
EW
EWEW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EWEW
EW
EW
EW
X
X
X
X
X
XCORR
UGAT
ED
META
L
WOOD BOARD
BLDG CO
NC
.
BLDG
FIELD PERIMETERDRAIN OUTLET=226.37M
0.07MØ
PVC
SEPTIC FIELDAPPROX. SIZE
PER
IMET
ER D
RAI
N
APPR
OX.
LO
CAT
ION
OUTLET=228.11M
INLET=228.18M
4.3Mx
500MMØCSP
0.4MØFRUIT
0.3MØFRUIT
0.3MØFRUIT
0.2MØFRUIT
0.3MØFRUIT
POND
8.0M x
200MMØ
STEEL
OUTLET=
229.30M
INLET=229.61M
ROCK
D.L. BO
UNDARY
APPRO
X. ONLY
D.L. BOUNDARY APPROX. ONLY
26.0
M x
600
MM
ØC
MP
D.L. BOUNDARYAPPROX. ONLY SLOPEBASE OF
PR
OP
OS
ED
FUTU
RE
BU
ILDIN
G
1356
4485
1356
4485
GRAVEL
GR
AVEL
GRAV
EL
GRAVEL
MOBILE T
RAILER
DIR
T
DIRT
DIR
T
250
170
220
155
130
230
210
255
240
145
255
220
215
165
245
185
210
215
240
180
175
205
185
190
190
255
240
235
230
195
195
130
250
235
135
250
120
235
145
225
255
240
105
245
220
235
255
210
125
255
205
235
240
245
115
160
250
230
215
255
175
235
245
180
255
235
225
105
225
160
245
230
225
225
240
175
165
130
245
100
235
130
230
210
250
245
145
225
115
260
160
150
210
225
85
235
120
245
140
170
195
135
165
240
125
215
230
115
100
190
155
170
145
120
105
240
145
110
255
230
260
255
140
160
110
200
95
180
135
125
140
135
210
125
245
210
85
170
185
205
185
130
125
225
205
260
195
165
215
200
195
180
190
175
240
210
170
240
250
220
230
115
215
110
215
250
225
205
220
150
245
230
235
120
220
185
155
150
240
115 90
235100
210
225
235
225
90
155
190
230
230
215
230
235
125
210
230
215
245
215
220
210
235
215
245
200
170
155
200
235
105
150
245
180
185
120
150
250
110
235
175
205
235
150
235
140
240
195
250
150
205
170
240
120
80
200
160
230
235
110
165
205
145
225
250
220
240
155
145
190
215
200
155
175
165
245
180
145
160
220
130
165
210
140
250
170
160135
235
195
155130
180
230
160
230
235
205
145
220
125
240
135
215
245
185
175
230
210
165
180
185
215
140
200
235
150
215
165
190
155
235
190
140
215
235
195
200
185
235
150
175
220
175
215
195
225
255
135
170
95
225
180
140
200
240
160
230
190
52
53
54 59
4142
434544
123
124
125
126
127
128
130
131132
129
HIGHWAY 1 - MALAHAT
4414 160916
OUTSET #3 - MALAHAT VILLAGE AREA AND NEW SOUTHBOUND RIGHT-IN / RIGHT-OUT INTERSECTION
1 : 750
3
-
HT
X
XX
XX
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
EW
EW
EW
EW
EW
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
XX
X
X X
X
X
X
6.2M x200MMØPVC
OUTLET=225.56M
226.12M
INLET=225.56M200MMØ BIG-O
40.5M x
INLET=
225.57M
OUTLET=
224.63M
9.8M x
900MM
ØC
SP
INLET=
226.42M
OU
TLET=
226.25M
12.2M x500MMØCSP
OUTLET=231.37M
INLET=231.66M
7.6M300MM
ØCSP
OUTLET=237.64M
INLET=
237.65M
6.7M x
300MM
Ø
CSP
INLET=
250.02M
OUTLET=
250.07M
22.6M x 600M
MØ
CSP
INLET=
245.45M
OU
TLET=244.29M
OUTLET=252.44M
200MM
Ø
30.1M x 600M
MØ
CS
P
INLET=251.00M
OUTLET=250.14M
OUTLET=255.26M
200MM
Ø
28.4M x 600M
MØ
CS
P
INLET=255.12M
OUTLET=254.48M
35.8M
x 60
0MMØ
CSP
OUTL
ET=
254.8
7M
INLE
T=25
5.89M
36.0M
x 60
0MMØ
CSP
OUTL
ET=
254.8
6M
INLE
T=25
5.92M
25.8M x 600MMØ
CSP
OUTLET=
269.39M
INLET=
270.78M
OUTLET=
289.42M
200MMØ
PVC
36.5M x 600MMØ
CSP
INLET=
288.77M
OUTLET=
288.01M
35.32M x 600MMØ CSP
INLET=
297.93M
OUTLET=
297.41M
41.8M x 600MMØ CSP
INLET=
298.48M
OUTLET=
297.22M
40.3M x 750M
MØ
PVC
OUTLET=
302.01M
INLET=
304.72M
OUTLET=302.99M
200MM
ØC
SP
600MM
ØC
SP
OU
TLET=
301.89M
450MMØPVC
INLET=226.71M
BASE OF ROCK
TOP OF ROCK
TOP OF ROCK
TOP OF ROCK
BASE OF SLOPE
BASE OF SLOPE
BASE OF SLOPE
BASE OF SLOPE
BASE OF S
LOPE
BASE OF SLOPE
BASE OF SLOPE
BA
SE
OF S
LOP
E
BASE OF SLOPE
BASE OF SLOPE
BASE OF SLOPE
BASE OF SLOPEBASE OF SLOPE
BASE OF SLOPE
BASE OF SLOPE
BA
SE
OF S
LOP
E
BASE OF SLOPE
BASE OF SLOPE
BASE OF SLOPE
BASE OF SLOPE
GR
AVEL
RO
AD
GRAVEL
ROAD
GR
AVELR
OAD
GRAVEL
ROAD
GRAVEL RO
AD
GR
AVEL RO
AD
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
BUILDING
BUILDING
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUS
E
HOUS
E
CABIN
HOUSE
CABIN#11
CABIN #12
HO
USE
HOUS
E
HOUS
E
CABIN
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
BLDG
HO
USE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
HOUSE
3HT,2P,2C
LS
BOARD
3HT,2P,1C
LS
3HT,2P,1C 1TRANSLS
2P,2G
UY
3HT,2P,1C
LS
1HT,2P,1C750MM
Ø CONCRETE
1000MM
Ø CSP
1TRANS
3HT,1P,1C
3HT,1P,1C
3HT,1P,1C 1TRANS3HT,1P 2P,1C
1C 3HT,1P 3TRANS
3HT,1P,1C 1TRANS3HT,1P,1C1P 3HT,1P,1C
3HT,1P,1C
3HT,1P,1C
3HT,1P,1C
3HT,1P,1C
3HT,1P,1C
3HT,1P,1C
3HT,1P,1C
3HT,1P,1C
3HT,1P,1C
2HT,2P,3C
3HT,1P,3C
3HT,1P,3C
1T
1T
1P
3HT,2P,3C
w/ 2 ELECT.
BOX
w/ CONTROLLER
2T
2T
1HT,
1P
2T
2T
2T2T
2T
2T
1HT,1P
,1T
2T2T
1HT,1P,2G
UY
1HT,1P
1T
3HT,1P,1C
LS
3T
INLET=
29.48M
x 600MM
Ø
CSP
HOUS
E
WOOD DECK
WELL?
HOUSE
HOUSE
SHED
0.6MØ FIR
0.6MØ FIR0.6MØ FIR
0.9MØ FIR
0.7MØ FIR
0.8MØ FIR
1.1MØ FIR
1.2MØ FIR
1.0MØ FIR
3x0.5MØ FIR
1TRA
NS
2x1.0MØ FIR1.0MØ FIR
BASEO
FSLOPE
1.5MØ FIR
1.0MØ FIR
1.0MØ FIR0.8MØ FIR
0.9MØ FIR0.8MØ FIR
1.2MØ
FIR
1.0MØ
FIR
1.1MØ
FIR
1.5MØ FIR1.2MØ FIR
1.0MØ FIR 0.7MØ FIR
0.4MØ FIR0.8MØ FIR
0.9MØ FIR
0.9MØ FIR
0.7MØ FIR0.5MØ FIR
0.6MØ FIR0.5MØ FIR
0.5MØ FIR0.7MØ FIR
0.4MØ FIR
SQUARE
CONC PIPE
WO
OD BO
ARD
WOOD BOARD
WOOD BOARD
DILAPITATED
WO
OD BO
ARD
CONCRETEPAD
RIPRA
P
BOTTO
M FILLED
w/ D
EBRIS
RIPRAP
WOOD BOA
RD
WOOD BOARD
SHED
SHED
RIP RAP
WOOD BOARD
CEDAR HEDGE - 0.2MØ
BASEOF
SLOPE
SHED
0.5MØ CEDARMETALGATE
0.5MØCEDARWOOD P
ANEL
WOOD BOARD
RIP RAP
0.2MØ FRUIT
0.1MØ FRUIT
GARDEN
RIP RAP
RIP R
AP
SMALLRIP RAP
SOLIDROCK
2T
2T
2T
2T
2T
2T
2T
2T
2T
2T
2T
2T
2T
2T
2T
GARAGE
HOUS
E
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEYLIMIT OF SURVEY LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT O
F SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT O
F SUR
VEY
LIM
IT O
F S
URVE
Y
LIMIT
OF
SUR
VEY
LIMIT
OF
SUR
VEY
X
EW
EW
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
SEPTIC FIELDAPPROX. SIZE
0.9MØCEDAR
0.2MØFRUIT
0.3MØFRUIT
0.9MØCEDAR 0.5MØ
CEDAR
0.4MØCEDAR0.4MØ
FRUIT
3x0.3MØ
CE
DA
RS
2T
2T
2T
DEBR
IS
LIM
IT O
F S
URVE
Y
SLOPE
BASEOF
GROUNDSEEPAGE
OUTLET=
235.50M500MMØ CSP
234.36MINLE
T=
OUTLET=
234.05M
19.7M x 500
MMØ CSP
13.3M x 1.15M
x 2.0M C
ON
CR
ETE
OU
TLET=261.96M
INLET=
262.79M
6.9M x 900MMØCMP
INLET=222.11MOUTLET=
221.68M
215
290
255
170
220
260
210
255
320
245
260
250
280
305
295
185
185
260
285
215
255
195
255
240
235
215
245
180
265
240
295
255
255
315
230
245
180
220
275
270
250
225
240
230
230
285
310
305
265
230
250
230
300
260
275
230
240
310
310
235
245
250
305
280
295
275
260
265
260
280
260
270
305
280
265
255
240
275
245
280
315
225
310
230
280
230
255
275
270
250
250
240
275
240
305
250
275
280
285
300
280
240
285
305
310
235
265
270
270
305
280
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136 137138
139140
141
143
144
145
146
147
149
HIGHWAY 1 - MALAHAT
4414 160916
OUTSET #4 - REVISED McCURDY ROAD INTERSECTION, AND NEW SOUTHBOUND RIGHT-IN / RIGHT-OUT INTERSECTION
1 : 750
4
-
HIGHWAY 1 - MALAHAT
4414 160916
OUTSET #5 - REVISED SHAWNIGAN LAKE ROAD INTERSECTIONHT
X
X
X
X
X
X
X
X
X
X
X
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X
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XX
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25.8M x 600MMØCSP
OUTLET=269.39M INLET=270.78M
OUTLET=289.42M
200MM
ØP
VC
36.5M x 600M
MØ
CSP
INLET=288.77M
OUTLET=288.01M
35.32M x 600M
MØ
CSP
INLET=
297.93M
OU
TLET=297.41M
41.8M x 600M
MØ
CSP
INLET=
298.48M
OU
TLET=297.22M
40.3M x 750MMØ PVC
OUTLET=302.01M
INLET=304.72MOU
TLET=
302.99
M
200MM
ØCSP
600MMØCSP OUTLET=301.89M
BASE OF ROCKTOP OF RO
CKTOP OF ROCK
TOP OF ROCK
BASE OF SL
OPE
BASE OF SLOPE
BASE O
F SLOPE
BASE
OF S
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BASE OF SLOPE
BASE OF SLOPE
GRAVELROAD
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HOUS
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LIMIT OF SURVEY
LIMIT OF SURVEY LIMIT OF SURVEY LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SURVEY
LIMIT OF SU
RVEY
LIMIT OF SURVEYLIMIT OF SURVEY
320
305
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315
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300
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148144145 146 147
149
5
1 : 750
-
HIGHWAY 1 - MALAHAT
4414 160916
Tender the construction contract in December 2016
Start construction in early 2017 through late summer 2018
Ministry of Transportation and Infrastructure staff will be monitoring traffic 24/7 during construction to ensure delays are kept minimal.
A minimum of one lane in each direction will always remain open to traffic, with the exception of brief stoppages for blasting, tree falling, and equipment crossings, all generally occurring outside peak commuter periods.
Regular updates and advance notification will be provided as needed through DriveBC, social media, traffic advisories, changeable message signs, and on the project website.
NEXT STEPS
Public Information Session
November 2016
WE ARE HERE
Design Complete and Project Tendered
December 2016
Construction Start
Early 2017
Project Completion
Summer 2018
Thank You for Coming!
Please remember to provide us with your feedback by:
• Completing a feedback form and leaving it with our team, or
• Sending an email to: [email protected]
Planning, Design and Startup
Summer 2015
Project Announcement
July 2016
