notes nutted anchor bolt option headed ......rod anchor bolt material threaded at the ends or over...

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)