BOREHOLE MATERIAL SYMBOLS:
210
EEB NO. 6
(STA 17+660)
205
205
200
103
O/S 11.5 m
T407-005
T407-007
O/S -14.5 m
O/S -12.4 m
SAW-CN-002
O/S 14.6 m
200
102
T407-008
O/S 8.4 m
O/S 14.5 m
195
2
N Value
2
35
11
7
09/11/07
11
1
N Value
27
20
17
FILL
1
N Value
25
9
8
11
21
16
28
17
23
31
23
23
26
29
35
38
11
09/11/07
1
10
17
18
185
4
SAND AND GRAVEL/
GRAVELLY SAND
1
FILL
5
SAND
10
2
ORGANICS
6
SILTY SAND
11
SILTY CLAY TILL /
CLAYEY SILT TILL
3
GRAVEL
7
SANDY SILT/
SAND AND SILT
12
SANDY SILT/SILTY SAND/
SAND AND SILT TILL
8
SILT
SAW-CN-001
O/S 7.4 m
T407-009
407-007
O/S 34.4 m
O/S -17.0 m
190
HYDROEXCAVATION
(I.E. DAYLIGHTING) CARRIED OUT SURFICIAL MATERIAL NOT KNOWN
210
11
80
11
50/0.13
180
80/0.28
50/0.13
50/0.15
50/0.15
94/0.25
50/0.15
50/0.08
37
11
18
8
17
31
33
11
12
1
2
1
19
17
14
25
82 / 275 mm 11
50 / 150 mm
11
11
24
31
12
9
42
93 / 250 mm
50 / 150 mm
66
10
11
10
175
44
9
80
11
38
53
31
39
20
10
170
42
77
July 9, 2009
43
9
51
85
July 9, 2009
51
38
165
31
26
49
85/0.28
28
4. THIS DRAWING IS PREPARED FOR PRELIMINARY DESIGN PURPOSES ONLY. IT IS NOT A
BASELINE FOR CONSTRUCTION CONTRACT TENDERING PURPOSE.
36
90 / 280 mm
58
10
80
50 / 150 mm
42
50
180
50 / 125 mm
PROPOSED TOP OF RAIL
50 / 110 mm
50 / 110 mm
54
79
10
55
05/21/09
31
31
41
50 / 150 mm, initial
22
50 / 140 mm
5. BOREHOLE WIDTH IN PROFILE IS NOT TO SCALE.
REFERENCES:
1. BASE PLAN AND ALIGNMENT PROVIDED IN DIGITAL FORMAT BY TORONTO TRANSIT
COMMISSION, RECEIVED ON JULY 10, 2009. THE PROFILES ARE APPROXIMATE
AND ARE SHOWN FOR ILLUSTRATION PURPOSES ONLY.
GENERAL LEGEND:
INTERPRETED MAJOR DEPOSIT BOUNDARY
175
INTERPRETED PIEZOMETRIC LEVEL
20
78
BH
BOREHOLE LABEL
O/S 8.5 m
OFFSET FROM CENTRE LINE
OF TWIN TUNNELS
26
PROPOSED TUNNEL INVERT
50
TILL
10
24
93 / 265 mm
WATER LEVEL IN SINGLE OR
SHALLOW MONITORING WELL
170
1
12
54
41
48
04/16/09
50
24
5
165
WATER LEVEL DATE
30
04/16/09
11
31
25
N Value
76
'N' VALUE
104
85/0.28
BOREHOLE STRATA SYMBOL
59
WATER LEVEL IN DEEP
MONITORING WELL
62
58
6
PIEZOMETER
22
10
28
10
185
3. THIS INTERPRETED STRATIGRAPHY DRAWING IS A SIMPLIFICATION OF SUBSURFACE
CONDITIONS. DETAILED DESCRIPTIONS OG THE CONDITIONS ENCOUNTERED AT THE
BOREHOLE LOCATION ARE FOUND ON THE RECORDS OF BOREHOLES CONTAINED IN THE
GEOTECHNICAL INVESTIGATION REPORTS LISTED IN SECTION 3 OF THE INITIAL
GEO-ENGINEERING DESIGN REPORT NO. 08-1111-0039 (2360), DATED JUNE 2009.
25
82
70
92 / 260 mm
26
29
NOTES:
1. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE REPORT TITLED "INITIAL
GEO-ENGINEERING DESIGN, TORONTO-YORK SPADINA SUBWAY EXTENSION", DATED
SEPTEMBER 2009.
48
64
38
4
50 / 75 mm
PROPOSED TUNNEL OBVERT
54
28
12
10
8
8
31
73
63
50 / 100 mm
N Value
40
37
78 / 125 mm
49
1
50 / 75 mm
28
43
28
11
22
28
36
10
10
92
28
18
49
75/0.15
148
27
50 / 150 mm, initial
July 9, 2009
97
50 / 150 mm
94 / 280 mm
2
1
1
CLAY/SILTY CLAY
190
N Value
37
12
6
14
26
50 / 150 mm
81
91
50 / 150 mm
67
1
FILL
37
90
134
50 / 125 mm
July 9, 2009
8
17
18
50 / 150 mm
50 / 125 mm
82
2
N Value
76
90 / 280 mm
50 / 125 mm
62
80
60/0.13
1
11
CLAYEY SILT
2. THE CHARACTERISTICS AND VARIABILITY ANTICIPATED WITHIN THE MAJOR SOIL DEPOSITS
ARE DESCRIBED IN THE TEXT OF THIS REPORT. SIGNIFICANT LAYERS, INTERLAYERS AND
LENSES WITHIN THE MAJOR DEPOSITS ILLUSTRATED FROM INTERPRETATION OF THE
BOREHOLE RECORDS. THE BOUNDARIES ILLUSTRATED ARE INTENDED TO HIGHLIGHT THE
VARIABILITY WITHIN THE DEPOSITS, WHICH EXHIBIT GRADUAL TRANSITIONS FROM ONE SOIL
TYPE TO ANOTHER. IN ADDITION, LENSES AND INTERLAYERS NOT DETECTED BY THE
SUBSURFACE INVESTIGATION WILL BE PRESENT BETWEEN BOREHOLES.
195
56
97
60/0.13
18
11
7
24
20
24
25
53
50/0.15
N Value
10
10
18
24
38
48
N Value
30
July 9, 2009
99
12
N Value
9
BOREHOLE MATERIAL SYMBOL
58
56
84
29
5
0
5
10
10
METRES
20
58
28
160
160
38
7
50 / 50 mm
SCALE VERTICAL 1:250
10
0
METRES
SCALE HORIZONTAL 1:500
50 / 75 mm
PROJECT
155
155
INITIAL GEO-ENGINEERING DESIGN
TORONTO YORK SPADINA SUBWAY EXTENTION
CONTRACT NO. A85-77
TITLE
17+600
17+700
17+800
17+900
DRAFT
INTERPRETED STRATIGRAPHIC PROFILE A-A'
STA 17+550 TO STA 17+974
PROJECT No.
08-1111-0039
DESIGN
Mississauga, Ontario, Canada
FILE No. 0811110039BAA002.dwg
SCALE
CAD
DD/RJ
Nov. 24, 2009
CHECK
SLP
Nov. 24, 2009
REVIEW
JW
Nov. 24, 2009
AS SHOWN
FIGURE No.
2
VER.
A