FERRYSLIP ROAD STA 13+25 · 0.020 0.024-0.024 0.024-0.024 -0.020 0.020 0.000-0.020...
Transcript of FERRYSLIP ROAD STA 13+25 · 0.020 0.024-0.024 0.024-0.024 -0.020 0.020 0.000-0.020...
132 VCK 11.0
-10
-5
0
5
10
15
20
-10
-5
0
5
10
15
20
LEFT SE
RIGHT SE
9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25
0.00
0-0
.020
-0.0
200.
020
0.02
4-0
.024
0.02
4-0
.024
-0.0
200.
020
0.00
0-0
.020
-0.0
20-0
.020
-0.0
20-0
.020
-0.0
200.
000
0.02
0-0
.020
-0.0
410.
041
-0.0
410.
041
0.02
0-0
.020
-0.0
200.
000
-0.0
20-0
.020
32° 28' 33"R 850 LT.
R 850 RT.
25° 36' 07"R 150 LT.
R 150 RT.
90° 23' 04"
BC
10+
29.4
50
EC
11+
31.4
25
BC
14+
27.8
61
EC
15+
97.4
61
RC
10+
36.1
15
FS
10+
42.7
82
FS
11+
18.0
93
RC
11+
24.7
60
NC
11+
88.0
93
NC
13+
77.8
60
RC
14+
22.4
94
FS
14+
37.8
60
FS
15+
00.0
00
RC
15+
30.0
00
NC
16+
47.4
62
-0.707%
+6.000% -6.000%
+0.151% +0.147%
BV
C 1
2+59
.177
EV
C 1
3+91
.177
ST
A 1
3+25
.177
PIV
C 1
6.80
4
132 VCK 11.0
BV
C 1
0+53
.023
BV
C 1
5+36
.410
EV
C 1
1+23
.023
EV
C 1
6+06
.410
ST
A 1
0+88
.023
PIV
C 2
.575
ST
A 1
5+71
.410
PIV
C 2
.030
70 VCK 10.4 70 VC
K 11.4
ST
A 1
0+27
.621
ELE
V 3
.002
ST
A 1
6+25
.000
ELE
V 2
.111
ST
A 1
6+50
.000
ELE
V 2
.148
-0.0
20
0.02
0
FE
RR
YS
LIP
RO
AD
3.5000.450
3.500 3.500 1.500
MUP LANE LANE SHLD
vancouver
PORT of
0 10 50m1:1000
NOT FOR
CONSTRUCTION
May 26, 2020
‘ ’ ‘ ’
DRAFT CONCEPT FOR DISCUSSION
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NWP29945Rem LOT 24009-139-583
NWP 12290LOT 1
009-698-361
NWP17252RXLOT F
016-943-899
NW
P6247RX
RO
ADB
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21881LO
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026-559-544
LMP
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011-945-184
NWP6160RXPCL 'C'
013-183-303
NW
P 908
LOT
1013-183-095
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
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OHOH OH
OH
OHOH
OH
OHOH
OH
OHOH
OH
OH
O
H
OHOH
OH
OH
OH
OH
A-
A'-
LEGEND
GEOTECHNICAL SITE PLAN 1DISCLAIMER: The Contractor shall verify and be responsible for all dimensions. DO NOTscale the drawing - any error or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.
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2020
/04/
13 1
:14
PM By:
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TITLE Figure No.
Client/ProjectProject Information
Scale:Project No.:
Date:
Checked by: Drawn by:
Project Location
1158190661:15002020-APR-08G. HUYNHG. HUSTLER
VANCOUVER FRASER PORT AUTHORITY
KENNEDY ROADPITT MEADOWS, BC
PITT MEADOWS ROAD AND RAIL IMPROVEMENTSKENNEDY ROAD OVERPASS
ORIGINAL SHEET - ANSI B
N
MUD ROTARY LOCATION
AUGER HOLE LOCATION
CONE PENETRATION TEST (CPT) OR SESIMICCONE PENETRATION (SCPT) LOCATION
Sources- VANCOUVER FRASER PORT AUTHORITY
SURVEY PLAN- DWG NO.'s: ID017B-00-0000 TO
0002 REV. A- DATED: 2020-MAR-20
- AERIAL IMAGE FROM MICROSOFT BINGMAPS WMS
250 75 10050
1:1500
SCALE IN METRES
AH19-01CPT19-01
AH19-02SCPT19-02MR19-01
MR19-02
AH19-03CPT19-03
KENNEDY ROAD
CP RA
IL
FERRYSLIP ROA
D
NOTEGEOTECHNICAL EXPLORATION BY TETRA TECH CANADA INC.,DESCRIBED IN "PITT MEADOWS ROAD AND RAIL IMPROVEMENTPROJECT GEOTECHNICAL FACTUAL REPORT", ISSUED FOR REVIEW,REV. A, FILE NO. 704-ENG, VGEO03704-01, DATED 2020-JAN-10
DRAFT CONCEPT FOR DISCUSSION