HomeMy WebLinkAboutXBS-3.pdf6'-9" 13'-0"
13'-2"
6'-9" 5'-10" 5'-3" 4'-6" 5'-1" 5'-1" 5'-1" 5'-1" 3'-5" 5'-4" 5'-4" 7'-3" 6'-4" 6'-4"
3'-0" 3'-0"
3'-6"
3'-6"
1
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8148
8144
8142
8140
8138
8136
8134
8132
8130
8128
8126
8124
8122
8120
BOTTOM OF EXCAVATION
3 5 A A.1 2 4 3.2 1.2 A.1 TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
1'-10" B.O.S. STEP
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8136
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ASSUMES 2' DEEP MAT SLAB
EXISTING GRADE
TURNLINE
SN
1
1/8" = 1'-0"
SN
2
SN
3
SN
4
SN
5
SN
6
SN
7
SN
8
SN
9
SN
10
SN
11
SN
12
SN
13
SN
14
SN
15
SN
16
ELEVATION VIEW
4 3
A
GRID
SOIL NAIL TYP. (SEE SCHEDULE)
4" SHOTCRETE
BOTTOM OF EXCAVATION
VT#1
VT#2
VT#3 VT#4
6
SN
17
SN
18
SN
19
SN
20
SN
21
SN
22
SN
23
SN
24
SN
24A
2
13'-0"
6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-0" 6'-8" 6'-8" 6'-8" 3'-0"
3'-0"
3'-6"
3'-6"
6'-6" 6'-6" 6'-6" 6'-0"
8146
8148
8144
8142
8140
8138
8136
8134
8132
8130
8128
8126
8124
8122
8120
8146
8148
8144
8142
8140
8138
8136
8134
8132
8130
8128
8126
8124
8122
8120
1/8" = 1'-0"
ELEVATION VIEW
1 2 1.2 C B A
TURNLINE
1'-10" B.O.S. STEP
BOTTOM OF EXCAVATION
ASSUMES 2' DEEP MAT SLAB
EXISTING GRADE
SN
76
SN
77
SN
78
SN
79
SN
80
SN
81
SN
82
SN
83
SN
84
SN
85
4 3
A
GRID MATCHLINE
SOIL NAIL TYP. (SEE SCHEDULE)
4" SHOTCRETE BOTTOM OF EXCAVATION
VT#9
VT#12
VT#8
D
SN
63
SN
64
SN
65
SN
66
TURNLINE
2
SOIL NAIL SCHEDULE
SOIL NAIL
COLUMN
FIRST
ROW
SECOND
ROW
THIRD
ROW
BAR SIZE
1 - 6 15 15 15 #8
7 - 8 12 12 12 #8
9 - 21 15 15 15 #8
22 - 23 10 10 #8
24 - 24A 10 #8
25 - 26 10 #8
27 - 28 15 15 #8
29 - 43 15 15 15 #8
44 - 45 12 12 12 #8
46 - 50 15 15 15 #8
51 - 54 12 12 12 #8
55 - 66 15 15 15 #8
76 - 85 15 15 15 #8
NOTE:
x
SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION
x
BEARING PLATE ARE 1
2" x 8" x 8"
x
ALL SOIL NAILS SHALL BE GRADE 75
x
15 DEGREE DIP ANGLE FOR ALL NAILS
x
MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES
x
SOIL NAILS 67 - 75 WERE DELETED AS PART OF REVISION 02
2
15'-2"
6'-7" 6'-7" 6'-0" 6'-3" 6'-3" 6'-3" 6'-3" 6'-0" 6'-6" 6'-6" 6'-6" 6'-6" 6'-0" 5'-4" 5'-4" 3'-0"
4'-1"
4'-1"
11'-2"
5'-4" 5'-6" 4'-3" 4'-9" 5'-0" 4'-9" 4'-9" 4'-0" 4'-0" 4'-5" 4'-5" 5'-10" 5'-10" 5'-10" 6'-0" 6'-6" 6'-6" 6'-6" 6'-0" 3'-8" 3'-0"
3'-1"
3'-1"
3'-8" 3'-0" 3'-0" 6'-6" 6'-6"
8146
8148
8144
8142
8140
8138
8136
8134
8132
8130
8128
8126
8124
8122
8120
BOTTOM OF EXCAVATION
6 D E F 5 6 TURNLINE
TURNLINE
TURNLINE
8146
8148
8144
8142
8140
8138
8136
8134
8132
8130
8128
8126
8124
8122
8120
ASSUMES 2' DEEP MAT SLAB
1/8" = 1'-0"
SN
25
SN
26
SN
27
SN
28
SN
29
SN
30
SN
31
SN
32
SN
33
SN
34
SN
35
SN
36
SN
37
SN
38
SN
39
ELEVATION VIEW
4
3
A
GRID
SOIL NAIL TYP. (SEE SCHEDULE)
4" SHOTCRETE
BOTTOM OF EXCAVATION
VT#4
GRID G 3 2 4 3.2 F G 2 TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
TURNLINE
BOTTOM OF EXCAVATION
ASSUMES 2' DEEP MAT SLAB
EXISTING GRADE
SN
40
SN
41
SN
42
SN
43
SN
44
SN
45
SN
46
SN
47
SN
48
SN
49
SN
50
SN
51
SN
52
SN
53
SN
54
SN
55
SN
56
SN
57
SN
58
SN
59
SN
61
MATCHLINE
4
3
A
4" SHOTCRETE
BOTTOM OF EXCAVATION
SN
60
VT#5
VT#10
VT#6
VT#13
VT#11
E
SN
62
SN
63
SN
64
2
TEL: 303-791-9911 FAX: 303-791-0967
9512 TITAN PARK CIRCLELITTLETON, COLORADO 80125
NOT VALID WITHOUT DATE
& ORIGINAL SIGNATURE
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03/04/15