phibbs transit exchange · 3.50 3.50 varies 3.50 original ground lane lane lane varies painted...
TRANSCRIPT
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PHIBBS TRANSIT EXCHANGE
PROJECT NO. 12462-0001
D. NYLAND, CHIEF ENGINEER
ISSUED FOR TENDERMARCH 1, 2019
PHASE 1 B-LINE ACCESS
M
A
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DO
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RT
ON
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HW
AY
B
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DOMINION STREET
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PH
IBB
S
EX
CH
AN
GE
100+315.06
100+000
100+100 100+200 100+300
R
1
-
8
8
0
-
1
0
2
LIM
IT O
F C
ON
ST
RU
CT
ION
ST
A 1
00+1
11.4
84T
IE T
O E
XIS
TIN
GN
546
1338
.975
E 4
9779
0.85
2
LIM
IT O
F C
ON
ST
RU
CT
ION
ST
A 1
00+
315.
058
TIE
TO
EX
IST
ING
N 5
4613
45.8
99
E 4
9799
3.78
3
L100 B
-LIN
E
VANCOUVER
PITT
LAKE
FRASER RIVER
BURRARD INLET
PROJECT
LOCATION
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER REV
BRITISHCOLUMBIA
CAD FILENAME
PLOT DATE
SCALE
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
REV DATE REVISIONS NAME
R1-880-001.................................
R1-880-002.................................
R1-880-101, 102.........................
R1-880-301.................................
R1-880-401, 402.........................
KEY PLAN
SCALE 1:2,000
AS SHOWN
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KEY PLAN AND DRAWING INDEX
LEGEND
PLAN
TYPICAL SECTIONS AND DETAILS
GEOMETRICS AND LANING,
SIGNING AND PAVEMENT MARKINGS AND
SPOT ELEVATIONS
LOCATION PLAN
N.T.S.
DRAWING INDEX
2121-00333-00 12462-0001 1 R1-880-001
PHIBBS TRANSIT EXCHANGE
PHASE 1 B-LINE ACCESS
SOUTH COAST REGION
HIGHWAY ENGINEERING GEOMATICS
R1-880-001
2/28/2019
KEY PLAN AND DRAWING INDEX
Suite 200858 Beatty StreetVancouver BCCanada V6B 1C1Tel 604 683 8521
SURVEY CONTROL
POINT NORTHING EASTING ELEVATION DESCRIPTION
LM 87H3710 5462026.525 496222.961 71.241 GCM
DH 1074 5461422.938 497857.745 4.478 TH_MAG
DH 1076 5461472.189 497709.273 6.285 TH_MAG
DH 1078 5461503.625 497890.752 5.667 TH_REBAR
DH 1079 5461491.422 497842.736 6.027 TH_MAG
DH 1080 5461545.985 497841.373 6.638 TH_MAG
DH 1081 5461414.926 497938.950 3.365 TH_MAG
DH 1082 5461389.804 497897.647 3.519 TH_REBAR
DH 1083 5461383.876 497800.147 5.295 TH_MAG
DH 1084 5461323.858 497847.891 4.937 TH_MAG
DH 1086 5461372.940 498168.375 3.865 TH_MAG
DH 1087 5461331.045 498009.021 4.207 TH_MAG
DH 1089 5461331.960 497981.896 4.597 TH_MAG
DH 1090 5461406.643 497968.854 7.997 TH_SPK
DH 1091 5461418.034 497993.487 7.764 TH_SCR
DH 1093 5461336.317 498042.980 4.238 TH_MAG
DH 1094 5461380.022 498241.062 4.529 TH_MAG
DH 1095 5461472.619 498158.787 5.812 TH_SPK
DH 1096 5461457.907 498175.288 5.389 TH_SPK
DH 1099 5461576.625 497999.924 11.235 TH_SPK
DH 1100 5461500.772 497928.278 9.802 TH_SPK
DH 1107 5461533.276 497845.996 6.550 TH_MAG
DH 2536 5461374.647 497657.416 6.118 TH_MAG
DH 12128 5461355.104 497977.466 4.124 TH_SCR
DH 12142 5461360.038 498034.589 4.162 TH_SCR
DH 20000 5461326.901 497780.157 5.688 TH_SCR
NOTES:
ALL LOCAL COORDINATES ARE DERIVED BY FIRST SCALING FROM THE TACK POINT (0,0)AND THEN REMOVING THE MILLIONS PLACE DIGIT FROM THE NORTHING.
SCALE FACTOR=1/0.9995951
STATIC RESULTS PROCESSED USING GCM 87H3710
FIELD SURVEY WAS CONDUCTED ON NOV. 22-DEC. 22, 2018 & JAN. 8, 2019.
DRAWING COORDINATE SYSTEM IS UTM NAD83 CSRS.
PROJECT No. 12462-0001
PHIBBS TRANSIT EXCHANGE
PHASE 1 B-LINE ACCESS
STA 100+111.484 - STA 100+315.058
0.20 km
LANDMARK KILOMETRE INVENTORY
MAIN ST. SEGMENT 0505 (EASTBOUND) km 0.13 to km 0.33
DATE
REGIONAL MANAGER ENGINEERING
DATE
REGIONAL DIRECTOR
McElhanney Consulting Services Ltd.
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
DATE
DATE
DATE
DATE
REV
BRITISHCOLUMBIA
DRAWN
QUALITY ASSURANCE
QUALITY CONTROL
DESIGNED
CAD FILENAME
PLOT DATE
SCALE
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
REV DATE REVISIONS NAME
Valve
Gas Valve
Water Valve
Service Valve
Fire Hydrant
UNDERGROUND (EXISTING)
Breather / Vent Pipe
Fuel / Gas Pump
ROAD SIGNS (EXISTING)
Underground Marker
Road Sign One Post
Road Sign Two Post
Fuel Tank
Standard Davit Pole
Delineator Post
Mail Box
Decorative Tree
Commercial Sign
Existing Lot Line
TOPOGRAPHY (EXISTING)
LOT BOUNDARIES (EXISTING)
MAN-MADE FEATURES (EXISTING)
Garden, Lawns, Vegetation
LEGEND
Fence
Concrete Barrier (CRB, CMB, etc)
Retaining Wall
Road Shoulder
Drainage Grate
Junction Box
Utility Pole
ELECTRICAL (EXISTING)
Culvert Outlet
Electrical Outlet
Lamp Standard
Traffic Signal Control Box
Edge of Water
Culvert Inlet
Kiosk
Traffic Signal
SURVEY (EXISTING)
METERS (EXISTING)
Power Pole with Transformer
Power / Phone with Transformer
Pedestal (Telus)
Telephone Booth
Reference Point
Catch Basin / Manhole
Manhole
Catch Basin
Power / Phone Guy Pole
Anchor Guy Line
Power / Phone Pole
DRAINAGE (EXISTING)
Power Pole
Telephone Pole
Power Guy Pole
Phone Guy Pole
AERIAL UTILITIES (EXISTING)
DETAIL (EXISTING)
Benchmark
Detail Hub
Standard Iron Pin
Gate Post
Guard Post
Tree
Flag Pole
Paintline Solid
Paintline Broken
Right of Way
Pavement Edge
LINETYPES (PROPOSED)
Ditch Edge
Top of Slope
Base of Slope
PED
T
OIP
GP
Post
FP
DP
MB
CI
CO
JB
UP
LS
K
V
SV
GV
WV
FH
BP
FP
FT
UM
Asphalt
Well
Existing Pavement Edge
Underground Fibre Optic Cable
FO FO
Existing Ditch Center / Drainage
15
Index Contour
Intermediate Contour
15
15
PROP. R.O.W.
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Existing Watermain
Existing Sanitary Sewer
Existing Underground Telephone
Existing Underground Utility
Existing Underground Power
Existing Storm Sewer
Existing Gasmain
Concrete/Asphalt Removal
McElhanney Consulting Services Ltd.
2121-00333-00 12462-0001 1 R1-880-002
PHIBBS TRANSIT EXCHANGE
PHASE 1 B-LINE ACCESS
SOUTH COAST REGION
HIGHWAY ENGINEERING GEOMATICS
B. OYSTENSEN
R. BEDARD
M. ZELT
2019-03-01
2019-03-01
2019-03-01
2019-03-01
R1-880-002.DWG
2/28/2019
LEGEND
Suite 200858 Beatty StreetVancouver BCCanada V6B 1C1Tel 604 683 8521
Approved Sealed
Concrete Bus Pad
Curb
ROAD PATTERNS (PROPOSED)
J. VORLICEK
Pedestrian Sidewalk Fence
Retaining Wall
Light Standard
LS
Standpipe
SD
Clearing and Grubbing
CL. & GR.
UM
UM
CO
CO
CI
JB
E
N
5461400
497800
E
N
5461400
497850
E
N
5461400
497900
E
N
5461400
497950
E
N
5461350
497800
E
N
5461350
497850
E
N
5461350
497900
E
N
5461350
497950
CO
NC
. S/W
ASPHALT SIDEWALK
ASPHALT PATHWAY
ASPHALT PATHWAYASPHALT PATHWAY
CONCRETE SIDEWALK
ASPHALTISLAND
CO
NC
. PA
D
(TY
P.)
PR
OP
OS
ED
BU
S B
AY
#2
PRO
POSED
BUS BAY #1
PR
OP
OS
ED
BU
S B
AY
#11
SC1
SC2
SC3
SC4
SC5
SC6
SC7
SC8
SC10
SC11
SC12
SC13
SC14
SC15
100+200
100+300 100+315.06
96°35'14"
89°55'03"85°01'30"
86°23'40"
R212.417 Lt
Δ 8°53'36"Tc 16.519Arc 32.971Ec 0.641
R 190.000 LtΔ 6°40'24"Tc 11.077Arc 22.129Ec 0.323
R 1000.000 RtΔ 1°22'10"Tc 11.951Arc 23.900Ec 0.071
E 4
9779
1.50
1
PI 1
00+
163.
689
N 5
4613
35.0
65E
497
842.
796
PI 1
00+1
39.8
33N
546
1335
.028
E 4
9781
8.91
5
PI 1
00+1
12.3
04N
546
1338
.193
E 4
9779
1.50
1
PI 1
00+
218.
815
N 5
4613
39.8
47E
497
897.
730
LIMIT OF CONSTRUCTION
LIMIT
OF C
ONSTRUCTION
SC16
SC17
SC18
SC19
SC20
SC21
SC22
SC23
PC
C 1
00+1
28.7
56
PC
C 1
00+1
50.8
85
BC
100
+20
6.86
5
PC
C 1
00+1
28.7
56
PC
C 1
00+1
50.8
85
EC
100
+17
6.47
7
EC
100
+23
0.76
5
R 300.000 LtΔ 4°53'16"Tc 12.804Arc 25.592Ec 0.273
PHIBBS TRANSIT
EXCHANGE
T
R
A
N
S
-C
A
N
A
D
A
H
IG
H
W
A
Y
N
o
.1
O
R
W
E
L
L
S
T
R
E
E
T
MAIN STREET
M
A
I
N
S
T
R
E
E
T
E
B
T
O
H
W
Y
.
N
o
.
1
E
B
O
N
-
R
A
M
P
L
A
N
E
T
R
A
N
S
-C
A
N
A
D
A
H
IG
H
W
A
Y
N
o
.1
EB
O
FF
-R
AM
P
CONCRETE CURBTYPE 'D' AS PERDNV SSD-R.12
ERADICATE PAINTLINES
REMOVE RAISED MEDIAN
TEMPORARY BUS ACTIVATEDTRAFFIC SIGNAL
NEW CONCRETE BUS PAD(TYP.) SEE DETAIL ONDWG. R1-880-301
RELOCATE BUSSTOP SIGN
RELOCATE BUS STOP SIGN
REMOVE EXISTINGCONCRETE BUS PAD (TYP.)
PROPOSED TEMPORARY BUS STOP (TYP.)
c/w WITH TEMPORARY ASPHALT
WHEELCHAIR PAD
TIE TOEXISTING
CONSTRUCTNEW CURB
ADJUST BUS BAY
TIE TO EXISTING
ADJUST BUS BAY
EX
. BU
S B
AY
#3
EX
. BU
S B
AY
#10
EX
. BU
S B
AY
#11
REMOVE SIGN
PROPOSED ASPHALT SIDEWALK
- 50mm - 19mm MEDIUM MIX (CLASS 1)
- 150mm - 25mm WELL GRADED BASE
REMOVE RAISED MEDIAN
ERADICATEPAINTLINE
RELOCATE SIGN 'PARKING
FOR RESIDENTS OF 1500
OXFORD ST. ONLY
CONSTRUCT NEW CURB
TIE TO EXISTING
TIE TOEXISTING
PROPOSED ASPHALT SIDEWALK- 50mm - 19mm MEDIUM MIX (CLASS 1)- 150mm - 25mm WELL GRADED BASE
LANDSCAPEWALL, TYP.
ASPHALTLET-DOWN
REMOVE SIGN
REMOVE SIGN
EX
. BU
S B
AY
#2
EX
. BU
S B
AY
#1
CONCRETE CURBTYPE 'D' AS PERDNV SSD-R.12
RELOCATE BUSSTOP SIGN
PEDESTRIAN SIDEWALKFENCE AS PERSP741-07.01, TYP.
NOTE:BC 100+095.785INCOMING TANGENT AZ=105°28'42"
LIM
IT O
F C
ON
ST
RU
CT
ION
P.O
.T. 1
00+
315.
058
TIE
TO
EX
IST
ING
N 5
4613
45.8
99E
497
993.
783
LIM
IT O
F C
ON
ST
RU
CT
ION
P.O
.C. 1
00+1
11.4
84T
IE T
O E
XIS
TIN
GN
546
1338
.975
E 4
9779
0.85
2
L
Y
N
N
C
R
E
E
K
A
P
A
R
T
M
E
N
T
S
L100 B-LINE
C
L
.
&
G
R
.
C
L
.
&
G
R
.
C
L
. &
G
R
.
CL. &
G
R.
FOR TEMPORARY TRAFFIC SIGNALAND LIGHTING INSTALLATION SEE PBXENGINEERING DESIGN DRAWINGPACKAGE
SC25
SC24
REMOVE CB
REMOVE CB
SAW CUT POINT TABLE
Name
SC1
SC2
SC3
SC4
SC5
SC6
SC7
SC8
SC10
SC11
SC12
SC13
SC14
SC15
SC16
Northing
5461405.9638
5461403.0499
5461386.9059
5461381.1664
5461380.6504
5461369.4093
5461370.4681
5461367.0424
5461366.0367
5461366.7692
5461379.9292
5461385.9060
5461400.1675
5461406.3036
5461397.4028
Easting
497903.4123
497904.2368
497910.3235
497914.4249
497916.7566
497923.1627
497924.9941
497927.6692
497932.8798
497933.8395
497923.5628
497917.2812
497911.1186
497904.6104
497934.3287
SAW CUT POINT TABLE
Name
SC17
SC18
SC19
SC20
SC21
SC22
SC23
SC24
SC25
Northing
5461393.4181
5461375.6347
5461371.5957
5461391.9022
5461392.3797
5461394.5488
5461395.5112
5461391.8764
5461380.4314
Easting
497941.3619
497946.4612
497942.7612
497936.9384
497935.3505
497932.9277
497932.6381
497943.1619
497946.8519
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
DATE
DATE
DATE
DATE
REV
BRITISHCOLUMBIA
2121-00333-00 12462-0001 1 R1-880-101
PHIBBS TRANSIT EXCHANGE
PHASE 1 B-LINE ACCESS
SOUTH COAST REGION
HIGHWAY ENGINEERING GEOMATICS
MAIN STREET
B. OYSTENSEN
R. BEDARD
M. ZELTDRAWN
QUALITY ASSURANCE
QUALITY CONTROL
DESIGNED 2019-03-01
2019-03-01
2019-03-01
R1-880-100.DWG
2/28/2019
CAD FILENAME
PLOT DATE
SCALE
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
REV DATE REVISIONS NAME
PLAN
0 12m1:2502
DA
TE
: 2
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9-0
2-2
8, 1
4:2
1 F
IL
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0-M
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ra
nsit E
xch
an
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D
eta
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d D
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\1
0.0
D
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WIN
GS
\1
0.3
E
ng
in
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rin
g\P
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ra
nsit E
xch
an
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- 1
24
62
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cce
ss\D
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1-8
80
-1
00
.d
wg
Suite 200858 Beatty StreetVancouver BCCanada V6B 1C1Tel 604 683 8521
McElhanney Consulting Services Ltd.
INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS
COMPILED FROM SOME RECORD DRAWINGS AND SOME SURVEYS, AND MAY
NOT BE COMPLETE. CONTRACTOR SHALL EXPOSE AND CONFIRM THE
LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES AND ADVISE THE
ENGINEER OF ANY POTENTIAL CONFLICT.
THIS DRAWING AND DESIGN SHALL NOT BE USED, REUSED OR REPRODUCED
WITHOUT THE CONSENT OF McELHANNEY CONSULTING SERVICES LTD.
McELHANNEY WILL NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR
UNAUTHORIZED USE OF THIS DRAWING AND DESIGN.
CL. & GR. TOTAL THIS SHEET= 0.0100 ha
Professional Seal
101
2019-03-01
FOR GEOMETRICS AND LANING, SIGNING AND PAVEMENT
MARKINGS AND SPOT ELEVATIONS SEE DWG. R1-880-401
FOR TYPICAL SECTIONS AND DETAILS SEE DWG. R1-880-301
REFERENCE DRAWINGS
J. VORLICEK
UM
UM
CO
CO
E
5
4
6
1
5
0
0
4
9
7
7
0
0
E
N
5
4
6
1
5
0
0
4
9
7
7
5
0
E
N
5
4
6
1
4
5
0
4
9
7
7
0
0
E
N
5
4
6
1
4
5
0
4
9
7
7
5
0
E
N
5
4
6
1
4
5
0
4
9
7
8
0
0
E
N
5
4
6
1
4
5
0
4
9
7
8
5
0
E
N
5
4
6
1
4
0
0
4
9
7
7
5
0
E
N
5
4
6
1
4
0
0
4
9
7
8
0
0
E
N
5
4
6
1
4
0
0
4
9
7
8
5
0
5
4
6
1
3
5
0
4
9
7
8
5
0
CO
NC
. S/W
CONC. S/W
ASPHALT
SID
EWAL
K
CONC. D/W
AS
PH
ALT
D/W
190.000 Lt
LIM
IT O
F C
ON
ST
RU
CT
ION
LIM
IT O
F C
ON
ST
RU
CT
ION
OR
WE
LL
S
TR
EE
T
OXFORD STREET
LANE
L
A
N
E
EB
O
FF
-R
AM
P
E
B
O
F
F
-
R
A
M
P
TIE TO EXISTINGASPHALT DRIVEWAY
BUS BUS BUS
PROPOSED TEMPORARY BUS STOP (TYP.)c/w WITH TEMPORARY ASPHALTWHEELCHAIR PAD
PROPOSED ASPHALT SIDEWALK- 50mm - 19mm MEDIUM MIX (CLASS 1)- 150mm - 25mm WELL GRADED BASE
PROPOSED TEMPORARY BUSSTOP (TYP.) c/w WITH TEMPORARYASPHALT WHEELCHAIR PAD
RELOCATE SIGN
RELOCATE SIGN 'PARKINGFOR RESIDENTS OF 1500OXFORD ST. ONLY
PROPOSED ASPHALT SIDEWALK50mm - 19mm MEDIUM MIX (CLASS 1)150mm - 25mm WELL GRADED BASE
EXISTINGCROSSWALK
M
O
U
N
T
A
I
N
H
W
Y
.
LYNN CREEK APARTMENTS
CL. & GR.
CL. & GR.
CL. & GR. CL. & GR.
CL. & GR.
CL. & GR.
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
DATE
DATE
DATE
DATE
REV
BRITISHCOLUMBIA
2121-00333-00 12462-0001 1 R1-880-102
PHIBBS TRANSIT EXCHANGE
PHASE 1 B-LINE ACCESS
SOUTH COAST REGION
HIGHWAY ENGINEERING GEOMATICS
OXFORD STREET
B. OYSTENSEN
R. BEDARD
M. ZELTDRAWN
QUALITY ASSURANCE
QUALITY CONTROL
DESIGNED 2019-03-01
2019-03-01
2019-03-01
R1-880-100.DWG
2/28/2019
CAD FILENAME
PLOT DATE
SCALE
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
REV DATE REVISIONS NAME
PLAN
0 12m1:2502
DA
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wg
Suite 200858 Beatty StreetVancouver BCCanada V6B 1C1Tel 604 683 8521
McElhanney Consulting Services Ltd.CL. & GR. TOTAL THIS SHEET= 0.0160 ha
Professional Seal
1
0
2
INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS
COMPILED FROM SOME RECORD DRAWINGS AND SOME SURVEYS, AND MAY
NOT BE COMPLETE. CONTRACTOR SHALL EXPOSE AND CONFIRM THE
LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES AND ADVISE THE
ENGINEER OF ANY POTENTIAL CONFLICT.
THIS DRAWING AND DESIGN SHALL NOT BE USED, REUSED OR REPRODUCED
WITHOUT THE CONSENT OF McELHANNEY CONSULTING SERVICES LTD.
McELHANNEY WILL NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR
UNAUTHORIZED USE OF THIS DRAWING AND DESIGN.
FOR GEOMETRICS AND LANING, SIGNING AND PAVEMENT
MARKINGS AND SPOT ELEVATIONS SEE DWG. R1-880-402
FOR TYPICAL SECTIONS AND DETAILS SEE DWG. R1-880-301
REFERENCE DRAWINGS
PHIBBS TRANSIT
EXCHANGE
2019-03-01J. VORLICEK
C/L L100 B-LINE
MAIN STREET
VARIES(1.5 EX.) 3.50 3.50
VARIES
3.50
ORIGINAL
GROUND
LANELANE LANE
VARIES
PAINTED
MEDIAN
3.30 to 3.50LEFT TURN
BUS ONLY
EX. 1.50BIKE
LANE
EX. 3.50LANE
EX. 4.50LANE
RAISED
MEDIAN
EX. 4.25LANE
BIKE
LANE
1:75
50 mm SUPERPAVE 12.5 mm MIX
180 mm - 19 mm MEDIUM MIX (CLASS 1)
200 mm - 25 mm WELL GRADED BASE
425 mm - SELECT GRANULAR SUB-BASE
VARIES
SEE JOINT DETAIL (TYP.)
SA
WC
UT
0.30 0.30
SA
WC
UT
JOINT DETAILMILL EXISTING ASPHALT
AND PAVE
PROPOSED ASPHALT
AS
PH
ALT
S
AW
CU
T
MILL EXISTING ASPHALT 50mm
VA
RIE
S
50m
m
0.30
1:7.5
BUS PAD DETAIL
0.3
CONCRETE CURB - TYPE D
DNV SSD-R.12
3.0mCONCRETE BUS PAD
ORIGINAL
GROUND
CONC. S/W REF.
DWG. SP582-07.01
LAYOUT POINT SEE DWG. 401
NOTE:
CONTROL JOINTS SHALL BE SAW CUT TRANSVERSELY
INTO THE SLAB 5mm WIDE x 90mm DEEP AT 5.0m (MAX.)
CENTRES
1:50
225 mm PORTLAND CONCRETE200 mm - 25 mm WELL GRADED BASE300 mm SELECT GRANULAR SUB-BASE
MATCH EXISTING
VARIESISLAND
MATCH EXISTING
230 mm SUPERPAVE 12.5 mm MIX
200 mm - 25 mm WELL GRADED BASE
425 mm - SELECT GRANULAR SUB-BASE
VARIESAISLE
REMOVE EXISTING CONCRETE
BUS PAD AND PLACE ASPHALT TO
MATCH EXISTING
EXISTING ASPHALT
PASSENGER PLATFORM
PROPOSEDASPHALTVARIES
AS
PH
AL
T
SA
WC
UT
SEE JOINT DETAIL
ON THIS DWG.
150mm x 150mm x 10mm REBAR MESH.
(SEE DETAIL ON THIS DWG.)
ASPHALT SIDEWALK DETAIL - WITH FENCE AND WALL
1:75
50 mm 19 mm MEDIUM MIX (CLASS 1)
150 mm - 25 mm WELL GRADED BASE
ORIGINAL GROUND
PEDESTRIAN SIDEWALK FENCE
(SP741-07.01), TYP.
1.8 mSIDEWALK
ALLAN BLOCK WALL OR
APPROVED EQUIVALENT
2.0%
EXISTING CURB
0.3
ORIGINAL GROUND
1.8 m OR AS SHOWNSIDEWALK
2.0%
EXISTING CURB
50 mm 19 mm MEDIUM MIX (CLASS 1)
150 mm - 25 mm WELL GRADED BASE
ASPHALT SIDEWALK DETAIL
1:75
100mm - WELL GRADED GRANULAR BASE
2
:
1
MIN. 300 OFFSETFROM FACE OF
WALL TO EX. SLOPE
REBAR MESH DETAIL1:20
TIE 10 mm STEEL REBAR @ EACH JUNCTION
IN 150 X 150 MESH PATTERN.
TERMINATE BARS 50 mm FROM VERTICAL
EDGES, AND 150 mm FROM BOTTOM OF SLAB
150 mm
15
0 m
m
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
DATE
DATE
DATE
DATE
REV
BRITISHCOLUMBIA
2121-00333-00 12462-0001 1 R1-880-301
SOUTH COAST REGION
HIGHWAY ENGINEERING GEOMATICS
B. OYSTENSEN
R. BEDARD
M. ZELTDRAWN
QUALITY ASSURANCE
QUALITY CONTROL
DESIGNED 2019-03-01
2019-03-01
2019-03-01
2019-03-01
R1-880-300.DWG
2/28/2019
CAD FILENAME
PLOT DATE
SCALE
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
REV DATE REVISIONS NAME
TYPICAL SECTIONS AND DETAILS
DA
TE
: 2
01
9-0
2-2
8, 1
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1-8
80
-3
00
.d
wg
Suite 200858 Beatty StreetVancouver BCCanada V6B 1C1Tel 604 683 8521
Approved Sealed
McElhanney Consulting Services Ltd.
AS SHOWN
J. VORLICEK
PHIBBS TRANSIT EXCHANGE
PHASE 1 B-LINE ACCESS
CO
NC
. S/W
ASPHALT SIDEWALK
ASPHALT PATHWAY
ASPHALT PATHWAYASPHALT PATHWAY
CONCRETE SIDEWALK
ASPHALTISLAND
CO
NC
. PA
D
(TY
P.)
E
N
5461400
497800
E
N
5461400
497850
E
N
5461400
497900
E
N
5461400
497950
E
N
5461350
497800
E
N
5461350
497850
E
N
5461350
497900
E
N
5461350
497950
PR
OP
OS
ED
BU
S B
AY
#2
PRO
POSED
BUS BAY #1
PR
OP
OS
ED
BU
S B
AY
#11
END CONCRETE CURB
TYPE D (DNV SSD-R.12)
TIE TO EXISTING
CONCRETE CURB TYPE D(DNV SSD-R.12)
R=500R=22
BEGIN CONCRETE CURB TYPE D(DNV SSD-R.12)TIE TO EXISTING CURB
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
3.50
18.10
3.50
12.00
PHIBBS TRANSIT
EXCHANGE
T
R
A
N
S
-C
A
N
A
D
A
H
IG
H
W
A
Y
N
o
.1
O
R
W
E
L
L
S
T
R
E
E
T
MAIN STREET
M
A
I
N
S
T
R
E
E
T
E
B
T
O
H
W
Y
.
N
o
.
1
E
B
O
N
-
R
A
M
P
100+200
100+300 100+315.06
PC
C 1
00+1
28.7
56
PC
C 1
00+1
50.8
85
BC
100
+20
6.86
5
PC
C 1
00+1
28.7
56
PC
C 1
00+1
50.8
85
EC
100
+17
6.47
7
EC
100
+23
0.76
5
96°35'14"
89°55'03"
85°01'30"86°23'40"
R212.417 Lt
Δ 8°53'36"Tc
16.519Arc 32.971Ec 0.641
R 190.000 LtΔ 6°40'24"Tc 11.077Arc 22.129Ec 0.323
R 300.000 LtΔ 4°53'16"Tc 12.804Arc 25.592Ec 0.273
R 1000.000 RtΔ 1°22'10"Tc 11.951Arc 23.900Ec 0.071
2.45
3.5
3.5
3.5
3.5
3.5
3.5
R=0.75
1.5
1.5
3.7
1.55
3.5
2.4
3.5
3.5
3.5
3.5
3.5
3.5
3.5
1.5
1.5
3.5
3.5
0.1
3.5
600mm WHITE STOP BAR
YELLOW HATCH2:1 AND 600mm WIDE10m SPACING (TYP.)
600mm WHITE STOP BAR
100mm SOLID WHITE LINE
YELLOW PAINTED HATCH600mm WIDE. 10m SPACING (TYP.)
600mm WHITE STOP BAR
RESTRICTED LANE DIAMOND (TYP.)
NOTE:BC 100+095.785INCOMING TANGENT AZ=105°28'42"
R=15
LIM
IT O
F C
ON
ST
RU
CT
ION
P.O
.C. 1
00+1
11.4
84T
IE T
O E
XIS
TIN
GN
546
1338
.975
E 4
9779
0.85
2
LIM
IT O
F C
ON
ST
RU
CT
ION
P.O
.T. 1
00+
315.
058
TIE
TO
EX
IST
ING
N 5
4613
45.8
99E
497
993.
783
R-001POST-MOUNTED
1
.
8
0
m
300mm WHITE CROSSWALK
2.5m WIDE
3m WIDE - 600mm WHITE
ZEBRA CROSSWALKR=3.8
R=2
1
.
5
0
m
EB
O
FF
-R
AM
P
BE
GIN
SO
LID
WH
ITE
LIN
E10
0+18
1.49
5
200mm SOLID WHITE LINE
100mm SOLID YELLOW LINE
3
36
3
36 3
100mm 3x6x3 WHITE LINE
6 3
100mm 3x6x3 WHITE LINE
EN
D S
OLI
D W
HIT
E L
INE
EN
D 3
x6x3
WH
ITE
LIN
EB
EG
IN W
HIT
E C
RO
SS
-HA
TC
H10
0+25
2.45
7
BE
GIN
SO
LID
WH
ITE
LIN
EB
EG
IN 3
x6x3
WH
ITE
LIN
E10
0+26
9.83
2
100mm SOLID WHITE LINE
EN
D S
OLI
D W
HIT
E L
INE
TIE
TO
EX
IST
ING
100+
303.
726
BE
GIN
SO
LID
WH
ITE
LIN
EB
EG
IN S
OLI
D Y
ELL
OW
LIN
E10
0+19
1.05
5
EN
D S
OLI
D Y
ELL
OW
LIN
E10
0+24
6.01
3
EN
D 1
5 R
AD
CU
RV
EB
EG
IN T
AP
ER
100+
255.
108
EN
D S
OLI
D W
HIT
E L
INE
BE
GIN
15
RA
D C
UR
VE
BE
GIN
SO
LID
YE
LLO
W L
INE
100+
246.
097
100mm SOLID YELLOW LINE
YELLOW HATCH2:1 AND 600mm WIDE10m SPACING (TYP.)
EN
D S
OLI
DY
ELL
OW
LIN
EE
ND
3x6
x3W
HIT
E L
INE
EN
D T
AP
ER
100+
315.
058
0.9
1.75
1.50
0.12.
4
0.95
RA
D. P
T.
100+
167.
614
EN
D 3
x6x3
WH
ITE
LIN
E10
0+16
7.63
0
100mm SOLID YELLOW LINE
200mm SOLID WHITE LINE
0.2
BE
GIN
3x6
x3 W
HIT
E L
INE
100+
195.
574
600mm WHITE STOP BAR
EN
D S
OLI
D W
HIT
E L
INE
EN
D T
AP
ER
100+
167.
595
1.0
BE
GIN
TA
PE
R10
0+14
8.97
12.
5
BE
GIN
3x6
x3 W
HIT
E L
INE
BE
GIN
SO
LID
YE
LLO
W L
INE
S
BE
GIN
SO
LID
WH
ITE
LIN
E
100+
111.
484
PI 1
00+
218.
815
N 5
4613
39.8
47E
497
897.
730
PI 1
00+
163.
689
N 5
4613
35.0
65E
497
842.
796
PI 1
00+1
12.3
04N
546
1338
.193
E 4
9779
1.50
1
PI 1
00+1
39.8
33N
546
1335
.028
E 4
9781
8.91
5
LIMIT OF CONSTRUCTION
WHITE LEFTTURN ARROW
300mmWHITE
PAINTEDCROSSWALK
2.5m WIDE
1.5
100mm - 0.5 x 0.5 x 0.5 YELLOW LINE
WHITE THRU ARROW
100mm 3x6x3 WHITE LINE
WHITE CROSS-HATCH150mm WIDE @ 1.5:1AND 5.5m SPACING
200mm WHITE LINE (TYP.)
R-009-2(MOUNT ONSIGNAL POLE)
R-200-IL
(MO
UN
T O
N E
X.
SIG
NA
L PO
LE) E
X. R
-015-L
EX
. (C
US
TOM
)
EX
. (R
-009
-1)
R-1
06(A
DD
BE
LOW
)
(ON
NE
W S
IGN
AL
PO
LE)
EX
. (W
-012
)
W-3
29(A
DD
BE
LOW
)
EX
. (CU
ST
OM
)
EX
. (R-009-1)
R-1
06(A
DD
TO
EX
. SIG
N)
(ON
NE
W S
IGN
AL
PO
LE)
P-002-R
600mm WHITE
STOPBAR
300mm WHITE CROSSWALK
2.5m WIDE
600mm WHITE
STOPBAR
EX.
EX
. R-001
EX
. R-016-1R
EX
. R-009-Ta
3m WIDE - 600mmWHITE PAINTEDZEBRA CROSSWALK
3.50
18.50
LIMIT
OF C
ONSTRUCTION
BEGIN CONCRETE CURBTYPE D (DNV SSD-R.12)
BEGIN PEDESTRIANSIDEWALK FENCE(SP741-07.01)
END PEDESTRIANSIDEWALK FENCE(SP741-07.01)END WALL
BEGIN WALL
BEGIN PEDESTRIAN SIDEWALK FENCE(SP741-07.01)BEGIN WALL
END PEDESTRIAN SIDEWALK FENCE(SP741-07.01)
L13
L14
L19
L15
L16
L17
L18
1.80
END WALL
SIDEWALK LETDOWNSSD-R.15, TYP.
L100 B-LINE
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
LS
EXISTING ASPHALT PATHWAY
EX
. CO
NC
. S/W
R-109-1L
CU
ST
OM
TA
B
(ON
SIG
NA
L AR
M)
WHITE THRUARROW
EN
D W
HIT
E C
RO
SS
-HA
TC
H10
0+26
7.91
9
LAYOUT POINT TABLE
Name
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
Elevation
3.881
3.674
3.661
3.617
3.434
3.484
3.467
3.560
3.493
3.589
3.641
3.801
Northing
5461406.4077
5461403.3578
5461399.6455
5461398.1427
5461381.7976
5461383.2987
5461381.1449
5461379.3562
5461377.2021
5461367.7442
5461369.8984
5461366.3511
Easting
497903.8063
497904.6693
497909.9892
497906.8252
497914.5884
497917.7502
497918.7732
497923.1284
497920.3698
497927.7555
497930.5141
497933.2917
LAYOUT POINT TABLE
Name
L13
L14
L15
L16
L17
L18
L19
Elevation
3.519
3.483
3.497
3.422
3.516
3.549
3.587
Northing
5461396.9473
5461394.2792
5461392.3017
5461393.2665
5461375.4831
5461374.5184
5461372.3661
Easting
497933.9217
497936.9018
497937.4688
497940.8332
497945.9325
497942.5681
497943.1853
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
DATE
DATE
DATE
DATE
REV
BRITISHCOLUMBIA
2121-00333-00 12462-0001 1 R1-880-401
PHIBBS TRANSIT EXCHANGE
PHASE 1 B-LINE ACCESS
SOUTH COAST REGION
HIGHWAY ENGINEERING GEOMATICS
MAIN STREET
B. OYSTENSEN
R. BEDARD
M. ZELTDRAWN
QUALITY ASSURANCE
QUALITY CONTROL
DESIGNED 2019-03-01
2019-03-01
2019-03-01
R1-880-400.DWG
2/28/2019
CAD FILENAME
PLOT DATE
SCALE
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
REV DATE REVISIONS NAME
GEOMETRICS AND LANING, SIGNING AND
PAVEMENT MARKINGS, AND SPOT ELEVATIONS
0 12m1:2502
DA
TE
: 2
01
9-0
2-2
8, 1
4:2
7 F
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eo
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g\R
1-8
80
-4
00
.d
wg
Suite 200858 Beatty StreetVancouver BCCanada V6B 1C1Tel 604 683 8521
McElhanney Consulting Services Ltd.
INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS
COMPILED FROM SOME RECORD DRAWINGS AND SOME SURVEYS, AND MAY
NOT BE COMPLETE. CONTRACTOR SHALL EXPOSE AND CONFIRM THE
LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES AND ADVISE THE
ENGINEER OF ANY POTENTIAL CONFLICT.
THIS DRAWING AND DESIGN SHALL NOT BE USED, REUSED OR REPRODUCED
WITHOUT THE CONSENT OF McELHANNEY CONSULTING SERVICES LTD.
McELHANNEY WILL NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR
UNAUTHORIZED USE OF THIS DRAWING AND DESIGN.
FOR PLAN SEE DWG. R1-880-101
FOR TYPICAL SECTIONS AND DETAILS SEE DWG. R1-880-301
REFERENCE DRAWINGS
Professional Seal
401
2019-03-01
NEW TRAFFIC SIGN SCHEDULE
R-009-2 1 0STA. 100+170.808
LEFTDO NOT ENTER SYMBOL AND TEXT
R-106 2 0
STA. 100+250.469LEFT
DO NOT BLOCK INTERSECTIONSTA. 100+268.631
LEFT
R-200-1L 1 0STA. 100+187.449
RIGHTHOV DIAMOND / BUS SYMBOLS DOWN LEFT-ANGLED ARROW
W-329 1 0 - SUNBURST 'NEW' TAB
R-109-1L 1 0STA. 100+269
RIGHTLEFT TURN SIGNAL
CUSTOM 1 0STA. 100+269
RIGHTBUSES ONLY TAB
7 0
J. VORLICEK
CO
NC
. S/W
CONC. S/W
ASPHALT
SID
EWAL
K
CONC. D/W
AS
PH
ALT
D/W
E
5
4
6
1
5
0
0
4
9
7
7
0
0
E
N
5
4
6
1
5
0
0
4
9
7
7
5
0
E
N
5
4
6
1
4
5
0
4
9
7
7
0
0
E
N
5
4
6
1
4
5
0
4
9
7
7
5
0
E
N
5
4
6
1
4
5
0
4
9
7
8
0
0
E
N
5
4
6
1
4
5
0
4
9
7
8
5
0
E
N
5
4
6
1
4
0
0
4
9
7
7
5
0
E
N
5
4
6
1
4
0
0
4
9
7
8
0
0
E
N
5
4
6
1
4
0
0
4
9
7
8
5
0
5
4
6
1
3
5
0
4
9
7
8
5
0
LANE
OR
WE
LL
ST
RE
ET
OXFORD STREET
R300.000 Lt
Δ 4°53'16"
Tc12.804
25.592
26.80m
3.00m
12.30m 8.20m 12.00m
3.00m
1.80m
3.00m
1.50m
3.00m
1.50m
7.40m
EX. TRANSITION FROM OLD TO NEW CURB(NEWLY CONSTRUCTED)
L
A
N
E
BUS BUS BUS
PS-002-RPOST-MOUNTED
PS-002-LPOST-MOUNTED
PS-003-L
POST-MOUNTED
PS-003-RPOST-MOUNTED
R-001POST-MOUNTED
1.80m
300mm WHITE CROSSWALK2.5m WIDE
3m WIDE - 600mm WHITEZEBRA CROSSWALK
R=3.8R=2
1.50m
3.00m
EX. LETDOWN FOR PARKADE ACCESS(NEWLY CONSTRUCTED)
8.20m
EX. MODO CAR SHARE PARKING
EB
O
FF
-R
AM
P
E
B
O
F
F
-
R
A
M
P
EN
D 3x6x3 W
HITE
LINE
M
O
U
N
T
A
I
N
H
I
G
H
W
A
Y
EXISTINGCROSSWALK
R-009-2
(MOUNT ON
SIGNAL POLE)
P-002-L
P-002-R
600mm WHITESTOPBAR
300mm WHITE CROSSWALK2.5m WIDE
600mm WHITESTOPBAR
EX
.
EX
. R-001
EX
. R-016-1R
EX
. R-009-T
a
L
S
6.00m
BU
S S
TO
PI.D
. PO
LE
BU
S S
TO
PI.D
. PO
LE
BU
S S
TO
PI.D
. PO
LE(EX
. SIG
NS
)
(EX
. SIG
N)
(RE
LOC
AT
ED
)R
EM
OV
ELE
FT
AR
RO
W
EX
. CO
NC
. S/W
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
DATE
DATE
DATE
DATE
REV
BRITISHCOLUMBIA
2121-00333-00 12462-0001 1 R1-880-402
PHIBBS TRANSIT EXCHANGE
PHASE 1 B-LINE ACCESS
SOUTH COAST REGION
HIGHWAY ENGINEERING GEOMATICS
OXFORD STREET
B. OYSTENSEN
R. BEDARD
M. ZELTDRAWN
QUALITY ASSURANCE
QUALITY CONTROL
DESIGNED 2019-03-01
2019-03-01
2019-03-01
R1-880-400.DWG
2/28/2019
CAD FILENAME
PLOT DATE
SCALE
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
REV DATE REVISIONS NAME
GEOMETRICS AND LANING, SIGNING AND
PAVEMENT MARKINGS, AND SPOT ELEVATIONS
0 12m1:2502
DA
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: 2
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Suite 200858 Beatty StreetVancouver BCCanada V6B 1C1Tel 604 683 8521
McElhanney Consulting Services Ltd.
INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES IS
COMPILED FROM SOME RECORD DRAWINGS AND SOME SURVEYS, AND MAY
NOT BE COMPLETE. CONTRACTOR SHALL EXPOSE AND CONFIRM THE
LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES AND ADVISE THE
ENGINEER OF ANY POTENTIAL CONFLICT.
THIS DRAWING AND DESIGN SHALL NOT BE USED, REUSED OR REPRODUCED
WITHOUT THE CONSENT OF McELHANNEY CONSULTING SERVICES LTD.
McELHANNEY WILL NOT BE HELD RESPONSIBLE FOR THE IMPROPER OR
UNAUTHORIZED USE OF THIS DRAWING AND DESIGN.
Professional Seal
4
0
2
PHIBBS TRANSIT
EXCHANGE
2019-03-01
FOR PLAN SEE DWG. R1-880-102
FOR TYPICAL SECTIONS AND DETAILS SEE DWG. R1-880-301
REFERENCE DRAWINGS
NEW TRAFFIC SIGN SCHEDULE
P-002-L 1 1 NO PARKING SYMBOL BUS STOP - LEFT ARROW
P-002-R 1 1 NO PARKING SYMBOL BUS STOP - RIGHT ARROW
PS-002-L 1 1WARNING DIAMOND - PEDESTRIAN CROSSING AHEAD SYMBOL -LEFT
PS-002-R 1 1WARNING DIAMOND - PEDESTRIAN CROSSING AHEAD SYMBOL -RIGHT
PS-003-L 1 1 PEDESTRIAN CROSSING SYMBOL - LEFT
PS-003-R 1 1 PEDESTRIAN CROSSING SYMBOL - RIGHT
R-001 1 1 STOP SIGN
1RELOCATED 'PARKING FOR RESIDENTS OF 1500 OXFORD ST ONLY'(REMOVE LEFT ARROW FROM EX. SIGN)
TOTAL SIGNSTHIS SHEET
8 7
J. VORLICEK