notes nutted anchor bolt option headed ......rod anchor bolt material threaded at the ends or over...
TRANSCRIPT
SCD NUMBER
SHEET
DESIGN AGENCY
TOTAL
REVISIONS
STDS ENGINEER
TR
AN
SP
OR
TA
TIO
N A
DM
INIS
TR
AT
OR
ST
AT
E O
F O
HIO
DE
PA
RT
ME
NT
OF
W
12"
Formed Top
with Sidewalk
Top Flush
Anchor Bolts
¾" Sch. 40 PVC
(See Note 4)
2" Conduit Ell(s)
3" Clear
24
"
18
"
2" ±
1"
(See Note 4)
Conduit
Capped
Round Corners
Grounding Conductor
Ground Rod
1" x 10'
3 ½
" +
/- ½
"
to Rebar Cage
Tie Anchor Bolts
No. 6 Rebars,
drilled shaft
36" Dia.
ALL DIMENSIONS IN INCHES, UNLESS OTHERWISE NOTED
14 #8's
10 #8's
Note 9
See Note 7
Form Depth 8" min.
DIA.
2
12
12
12
12
6
5
PER INCH
THREADS
ANCHOR BOLTS
1 ½
1 ¾
2 ¼
4 ½
4 ½
ALL DIMENSIONS IN INCHES
Thre
aded L
ength
4" M
in.
Bo
tto
m
Th
read
ed
Top
Len
gth
Th
read
ed
Top
Len
gth
BOLT OPTION
NUTTED ANCHOR
BOLT OPTION
HEADED ANCHOR
DIAMETER
PLATE WASHER
4
5
5
¼"
LENGTH
TOP THREAD
diameter.
washer, see table for
1" thick circular plate
Heavy Hex Nut
See Note 5
No. 5 Tie Bars,
pour.
movement during concrete
means, to prevent
head by epoxy or similar
is fixed to the bolt
diameter. Assure washer
washer, see table for
1" thick circular plate
drilled shaft
42" - 48" Dia.
20 #9's (48")
18 #8's (42")
vertical (longitudinal) bars.
for size and number of
See vertical rebar diagrams
Heavy Hex Nut
Len
gth
Len
gth
D
TC-9.11 TYPE SUPPORTS
2
9
4
DESIGN NO.
D (feet)
P 9
QUANTITY
SIZE
CIRCLEBOLTS
ANCHOR
30W
3
10
4
16
9
36
2
10
4
16
9
36
4
12
4
22
9
36
5
13
4
22
9
36
TC-9.31 TYPE SUPPORTS
6
12
6
22
9
36
10
17
6
24
9
12
18
6
26
9
TC-12.31 TYPE SUPPORTS
2
8
4
15
9
30
4
10
4
18
9
36
7
9
4
15
9
36
9
10
4
18
9
36
12
11
4
20
9
36
13
15
4
22
9
36
14
15
4
22
9
36
8
12
4
22
36
10
14
6
22
36
TC-16.22 & TC-81.22 TYPE SUPPORTS
12
15
6
25
36
13
17
8
27
14
19
12
30
48
TC-17.11 & TC-81.11 TYPE SUPPORTS
42 or 48 42 or 48 42 or 48
1 ½ x 58 2 x 581 ¾ x 58 1 ¾ x 58 2 x 58 2 x 58 2 x 58
VERTICAL REBAR
Bolt
Circle
(Typ.)
to Rebar Cage
Tie Anchor Bolts
No. 6 Rebar,
and number (Typ.)
diagram for size
See vertical rebar
Vertical rebar.
drilled
30" Dia.
ELEVATION
PLAN
shaft
2 x 50 2 x 54 2 x 61 2 x 64 2 x 741 ½ x 50 1 ¾ x 50 1 ¾ x 50 2 ¼ x 50 2 ¼ x 65
13 ½
1 ¾ x 50 1 ¾ x 50
9 9 9 9 9
3 ½
P
an
d b
ott
om
)
(Typ. to
p
Contractor may choose between them interchangeably.
When two foundation diameters (W) are specified in the table, the 10.
construction joint bonding by compliance with C&MS Item 511.
during construction of each permitted joint, to assure adequate
portion of the drilled shaft. An ODOT inspector must be present
this construction joint shall be at the top of the cylindrical
formed top to the finished pavement elevation. The location of
construction joint may be placed to allow matching of the square,
In paved areas only, and only with permission of the Engineer, a9.
formed top.
necessary to meet these requirements shall be added to the
the high side of the slope. The additional depth of foundation
Set the top of the foundation 2 inches above the existing surface on
depth of foundation shall apply to the low side of the slope.
At locations where the existing slope is 6:1 or greater, the buried8.
foundations and adjacent paved areas.
Use ½ inch preformed joint filler as per C&MS Item 705.03 between 7.
required. 3-inch minimum cover is required.
per the Lap Length table in C&MS Item 509. Rebar end hooks not
and be placed in accordance with C&MS Item 509. Lap all rebar
All reinforcing steel shall be epoxy coated and comply with6.
3 inches between the first two ties and 12 inch spacing thereafter.
Tie spacing, starting from the top of the drilled shaft, shall be 5.
in the plans.
future use. This ell is in addition to any other conduits specified
Construction Drawings (SCDs) TC-81.11 and TC-81.22 foundations for
Provide a minimum of one capped 2 inch conduit ell in Standard 4.
1 (hot-dip galvanized) according to ASTM A 153.
washers shall meet the requirements of ASTM F 436 Type
washers shall be galvanized per C&MS Item 711.02. Anchor bolt
washers shall be A709 Grade 36 or Grade 50. All nuts and plate
hex, Grade DH or A 194 Grade 2H, with UNC-2B threads. Plate
length. Hex nuts shall be ASTM A563, American Standard heavy
rod anchor bolt material threaded at the ends or over its entire
headed or threaded with a heavy hex nut. Provide smooth steel
threaded. The embedded end of the anchor bolt shall be
shall be UNC-2A, and may be either rolled or cut, and coarse
bolts not at least 2 inches beyond the threads. Threads
require the galvanizing limits to be full length of the anchor
730.02 and 732.11 except that 730.02 shall be modified to
Anchor bolts shall meet the requirements of C&MS Items 630, 711.02, 3.
to the Engineer for review and approval.
Engineer registered in the State of Ohio and shall be submitted
calculations and drawings shall be stamped by a Professional
less than 120 lb./cu.ft. is encountered. Special foundation design
with an angle of internal friction less than 30 degrees and a wet density
undrained shear strength of less than 2000 lb./sq.ft. or granular soil
A special foundation design will be required when cohesive soil with 2.
date of the project.
Edition 2015 (LRFDLTS-1) and all interim releases prior to the bid
Supports for Highway Signs, Luminaires, and Traffic Signals, First
requirements of the AASHTO LRFD Specifications for Structural
The design of the foundations presented on this drawing meet the 1.
:NOTES
Items 499 and 511)
(see C&MS
Foundation
Concrete
maximum = P
Conduit Projection: 2" minimum,see table)
12 b
olts,
(4, 6, 8 or
2 x 58
TC-21.21
1
FO
UN
DA
TIO
NS
1
ENGINEERING
ROADWAY
OFFICE OF
04-17-202007-17-202001-15-2021
Duemmel
Bre
nto
n B
og
ard
(Note 6)
SCD NUMBER
SHEET
DESIGN AGENCY
TOTAL
REVISIONS
STDS ENGINEER
TR
AN
SP
OR
TA
TIO
N A
DM
INIS
TR
AT
OR
ST
AT
E O
F O
HIO
DE
PA
RT
ME
NT
OF
W
12"
Formed Top
with Sidewalk
Top Flush
Anchor Bolts
¾" Sch. 40 PVC
(See Note 4)
2" Conduit Ell(s)
3" Clear
24
"
18
"
2" ±
1"
(See Note 4)
Conduit
Capped
Round Corners
Grounding Conductor
Ground Rod
1" x 10'
3 ½
" +
/- ½
"
to Rebar Cage
Tie Anchor Bolts
No. 6 Rebars,
drilled shaft
36" Dia.
ALL DIMENSIONS IN INCHES, UNLESS OTHERWISE NOTED
14 #8's
10 #8's
Note 9
See Note 7
Form Depth 8" min.
DIA.
2
12
12
12
12
6
5
PER INCH
THREADS
ANCHOR BOLTS
1 ½
1 ¾
2 ¼
4 ½
4 ½
ALL DIMENSIONS IN INCHES
Thre
aded L
ength
4" M
in.
Bo
tto
m
Th
read
ed
Top
Len
gth
Th
read
ed
Top
Len
gth
BOLT OPTION
NUTTED ANCHOR
BOLT OPTION
HEADED ANCHOR
DIAMETER
PLATE WASHER
4
5
5
¼"
LENGTH
TOP THREAD
diameter.
washer, see table for
1" thick circular plate
Heavy Hex Nut
See Note 5
No. 5 Tie Bars,
pour.
movement during concrete
means, to prevent
head by epoxy or similar
is fixed to the bolt
diameter. Assure washer
washer, see table for
1" thick circular plate
drilled shaft
42" - 48" Dia.
20 #9's (48")
18 #8's (42")
vertical (longitudinal) bars.
for size and number of
See vertical rebar diagrams
Heavy Hex Nut
Len
gth
Len
gth
D
TC-9.11 TYPE SUPPORTS
2
9
4
DESIGN NO.
D (feet)
P 9
QUANTITY
SIZE
CIRCLEBOLTS
ANCHOR
30W
3
10
4
16
9
36
2
10
4
16
9
36
4
12
4
22
9
36
5
13
6
22
9
36
TC-9.31 TYPE SUPPORTS
6
12
6
22
9
36
10
17
6
24
9
12
18
6
26
9
TC-12.31 TYPE SUPPORTS
2
8
4
15
9
30
4
10
4
18
9
36
7
9
4
15
9
36
9
10
4
18
9
36
12
11
4
20
9
36
13
15
4
22
9
36
14
15
4
22
9
36
8
12
4
22
36
10
14
6
22
36
TC-16.22 & TC-81.22 TYPE SUPPORTS
12
15
6
25
36
13
17
8
27
14
19
12
30
48
TC-17.11 & TC-81.11 TYPE SUPPORTS
42 or 48 42 or 48 42 or 48
1 ½ x 58 2 x 581 ¾ x 58 1 ¾ x 58 2 x 58 2 x 58 2 x 58
VERTICAL REBAR
Bolt
Circle
(Typ.)
to Rebar Cage
Tie Anchor Bolts
No. 6 Rebar,
and number (Typ.)
diagram for size
See vertical rebar
Vertical rebar.
drilled
30" Dia.
ELEVATION
PLAN
shaft
2 x 50 2 x 54 2 x 61 2 x 64 2 x 741 ½ x 50 1 ¾ x 50 1 ¾ x 50 2 ¼ x 50 2 ¼ x 50
13 ½
1 ¾ x 50 1 ¾ x 50
9 9 9 9 9
3 ½
P
an
d b
ott
om
)
(Typ. to
p
Contractor may choose between them interchangeably.
When two foundation diameters (W) are specified in the table, the 10.
construction joint bonding by compliance with C&MS Item 511.
during construction of each permitted joint, to assure adequate
portion of the drilled shaft. An ODOT inspector must be present
this construction joint shall be at the top of the cylindrical
formed top to the finished pavement elevation. The location of
construction joint may be placed to allow matching of the square,
In paved areas only, and only with permission of the Engineer, a9.
formed top.
necessary to meet these requirements shall be added to the
the high side of the slope. The additional depth of foundation
Set the top of the foundation 2 inches above the existing surface on
depth of foundation shall apply to the low side of the slope.
At locations where the existing slope is 6:1 or greater, the buried8.
foundations and adjacent paved areas.
Use ½ inch preformed joint filler as per C&MS Item 705.03 between 7.
required. 3-inch minimum cover is required.
per the Lap Length table in C&MS Item 509. Rebar end hooks not
and be placed in accordance with C&MS Item 509. Lap all rebar
All reinforcing steel shall be epoxy coated and comply with6.
3 inches between the first two ties and 12 inch spacing thereafter.
Tie spacing, starting from the top of the drilled shaft, shall be 5.
in the plans.
future use. This ell is in addition to any other conduits specified
Construction Drawings (SCDs) TC-81.11 and TC-81.22 foundations for
Provide a minimum of one capped 2 inch conduit ell in Standard 4.
1 (hot-dip galvanized) according to ASTM A 153.
washers shall meet the requirements of ASTM F 436 Type
washers shall be galvanized per C&MS Item 711.02. Anchor bolt
washers shall be A709 Grade 36 or Grade 50. All nuts and plate
hex, Grade DH or A 194 Grade 2H, with UNC-2B threads. Plate
length. Hex nuts shall be ASTM A563, American Standard heavy
rod anchor bolt material threaded at the ends or over its entire
headed or threaded with a heavy hex nut. Provide smooth steel
threaded. The embedded end of the anchor bolt shall be
shall be UNC-2A, and may be either rolled or cut, and coarse
bolts not at least 2 inches beyond the threads. Threads
require the galvanizing limits to be full length of the anchor
730.02 and 732.11 except that 730.02 shall be modified to
Anchor bolts shall meet the requirements of C&MS Items 630, 711.02, 3.
to the Engineer for review and approval.
Engineer registered in the State of Ohio and shall be submitted
calculations and drawings shall be stamped by a Professional
less than 120 lb./cu.ft. is encountered. Special foundation design
with an angle of internal friction less than 30 degrees and a wet density
undrained shear strength of less than 2000 lb./sq.ft. or granular soil
A special foundation design will be required when cohesive soil with 2.
date of the project.
Edition 2015 (LRFDLTS-1) and all interim releases prior to the bid
Supports for Highway Signs, Luminaires, and Traffic Signals, First
requirements of the AASHTO LRFD Specifications for Structural
The design of the foundations presented on this drawing meet the 1.
:NOTES
Items 499 and 511)
(see C&MS
Foundation
Concrete
maximum = P
Conduit Projection: 2" minimum,see table)
12 b
olts,
(4, 6, 8 or
2 x 58
TC-21.21
1
FO
UN
DA
TIO
NS
1
ENGINEERING
ROADWAY
OFFICE OF
04-17-202007-17-2020
Duemmel
Bre
nto
n B
og
ard
(Note 6)
SCD NUMBER
SHEET
DESIGN AGENCY
TOTAL
REVISIONS
STDS ENGINEER
TR
AN
SP
OR
TA
TIO
N A
DM
INIS
TR
AT
OR
ST
AT
E O
F O
HIO
DE
PA
RT
ME
NT
OF
W
12"
Formed Top
with Sidewalk
Top Flush
Anchor Bolts
¾" Sch. 40 PVC
(See Note 4)
2" Conduit Ell(s)
3" Clear
24
"
18
"
2" ±
1"
(See Note 4)
Conduit
Capped
Round Corners
Grounding Conductor
Ground Rod
1" x 10'
3 ½
" +
/- ½
"
to Rebar Cage
Tie Anchor Bolts
No. 6 Rebars,
drilled shaft
36" Dia.
ALL DIMENSIONS IN INCHES, UNLESS OTHERWISE NOTED
14 #8's
10 #8's
Note 9
See Note 7
Form Depth 8" min.
DIA.
2
12
12
12
12
6
5
PER INCH
THREADS
ANCHOR BOLTS
1 ½
1 ¾
2 ¼
4 ½
4 ½
ALL DIMENSIONS IN INCHES
Thre
aded L
ength
4" M
in.
Bo
tto
m
Th
read
ed
Top
Len
gth
Th
read
ed
Top
Len
gth
BOLT OPTION
NUTTED ANCHOR
BOLT OPTION
HEADED ANCHOR
DIAMETER
PLATE WASHER
4
5
5
¼"
LENGTH
TOP THREAD
diameter.
washer, see table for
1" thick circular plate
Heavy Hex Nut
See Note 5
No. 5 Tie Bars,
pour.
movement during concrete
means, to prevent
head by epoxy or similar
is fixed to the bolt
diameter. Assure washer
washer, see table for
1" thick circular plate
drilled shaft
42" - 48" Dia.
20 #9's (48")
18 #8's (42")
vertical (longitudinal) bars.
for size and number of
See vertical rebar diagrams
Heavy Hex Nut
Len
gth
Len
gth
D
TC-9.11 TYPE SUPPORTS
2
9
4
DESIGN NO.
D (feet)
P 9
QUANTITY
SIZE
CIRCLEBOLTS
ANCHOR
30W
3
10
4
16
9
36
2
10
4
15
9
36
4
12
4
22
9
36
5
13
6
22
9
36
TC-9.31 TYPE SUPPORTS
6
12
6
22
9
36
10
17
6
24
9
12
18
6
26
9
TC-12.31 TYPE SUPPORTS
2
8
4
15
9
30
4
10
4
18
9
36
7
9
4
15
9
36
9
10
4
18
9
36
12
11
4
20
9
36
13
15
4
22
9
36
14
15
4
22
9
36
8
12
4
22
36
10
14
6
22
36
TC-16.22 & TC-81.22 TYPE SUPPORTS
12
15
6
25
36
13
17
8
27
14
19
12
30
48
TC-17.11 & TC-81.11 TYPE SUPPORTS
42 or 48 42 or 48 42 or 48
1 ½ x 58 2 x 581 ¾ x 58 1 ¾ x 58 2 x 58 2 x 58 2 x 58
VERTICAL REBAR
Bolt
Circle
(Typ.)
to Rebar Cage
Tie Anchor Bolts
No. 6 Rebar,
and number (Typ.)
diagram for size
See vertical rebar
Vertical rebar.
drilled
30" Dia.
ELEVATION
PLAN
shaft
2 x 50 2 x 54 2 x 61 2 x 64 2 x 741 ½ x 50 1 ¾ x 50 1 ¾ x 50 2 ¼ x 50 2 ¼ x 50
13 ½
1 ¾ x 50 1 ¾ x 50
9 9 9 9 9
3 ½
P
an
d b
ott
om
)
(Typ. to
p
Contractor may choose between them interchangeably.
When two foundation diameters (W) are specified in the table, the 10.
construction joint bonding by compliance with C&MS Item 511.
during construction of each permitted joint, to assure adequate
portion of the drilled shaft. An ODOT inspector must be present
this construction joint shall be at the top of the cylindrical
formed top to the finished pavement elevation. The location of
construction joint may be placed to allow matching of the square,
In paved areas only, and only with permission of the Engineer, a9.
formed top.
necessary to meet these requirements shall be added to the
the high side of the slope. The additional depth of foundation
Set the top of the foundation 2 inches above the existing surface on
depth of foundation shall apply to the low side of the slope.
At locations where the existing slope is 6:1 or greater, the buried8.
foundations and adjacent paved areas.
Use ½ inch preformed joint filler as per C&MS Item 705.03 between 7.
required. 3-inch minimum cover is required.
per the Lap Length table in C&MS Item 509. Rebar end hooks not
and be placed in accordance with C&MS Item 509. Lap all rebar
All reinforcing steel shall be epoxy coated and comply with6.
3 inches between the first two ties and 12 inch spacing thereafter.
Tie spacing, starting from the top of the drilled shaft, shall be 5.
in the plans.
future use. This ell is in addition to any other conduits specified
Construction Drawings (SCDs) TC-81.11 and TC-81.22 foundations for
Provide a minimum of one capped 2 inch conduit ell in Standard 4.
1 (hot-dip galvanized) according to ASTM A 153.
washers shall meet the requirements of ASTM F 436 Type
washers shall be galvanized per C&MS Item 711.02. Anchor bolt
washers shall be A709 Grade 36 or Grade 50. All nuts and plate
hex, Grade DH or A 194 Grade 2H, with UNC-2B threads. Plate
length. Hex nuts shall be ASTM A563, American Standard heavy
rod anchor bolt material threaded at the ends or over its entire
headed or threaded with a heavy hex nut. Provide smooth steel
threaded. The embedded end of the anchor bolt shall be
shall be UNC-2A, and may be either rolled or cut, and coarse
bolts not at least 2 inches beyond the threads. Threads
require the galvanizing limits to be full length of the anchor
730.02 and 732.11 except that 730.02 shall be modified to
Anchor bolts shall meet the requirements of C&MS Items 630, 711.02, 3.
to the Engineer for review and approval.
Engineer registered in the State of Ohio and shall be submitted
calculations and drawings shall be stamped by a Professional
less than 120 lb./cu.ft. is encountered. Special foundation design
with an angle of internal friction less than 30 degrees and a wet density
undrained shear strength of less than 2000 lb./sq.ft. or granular soil
A special foundation design will be required when cohesive soil with 2.
date of the project.
Edition 2015 (LRFDLTS-1) and all interim releases prior to the bid
Supports for Highway Signs, Luminaires, and Traffic Signals, First
requirements of the AASHTO LRFD Specifications for Structural
The design of the foundations presented on this drawing meet the 1.
:NOTES
Items 499 and 511)
(see C&MS
Foundation
Concrete
maximum = P
Conduit Projection: 2" minimum,see table)
12 b
olts,
(4, 6, 8 or
2 x 58
TC-21.21
1
FO
UN
DA
TIO
NS
1
ENGINEERING
ROADWAY
OFFICE OF
(NEW)04-17-2020
Duemmel
David
L. H
ols
tein
(Note 6)