1"

1/2"

With 3 Screws

Screen and Cap Held

and Elbow

1 1/2" dia. Pipe

Drainage Slope

Drainage Area

1/2" dia. Conduit

Ground Rod

Anchor Bolts

Foundation

Door Side of

(Kitchen Sink Type)

Removable Strainer

2"

4"

10"

4"

3’-4 3/4"

3’-0"

PLAN

Footpad

Concrete

Area

Concrete Entrance

1

for Drainage

Slope Top Concrete

Anchor Bolts

Concrete Footpad

Couplings

Ground Lineor Sidewalk

Ground Line

With 3 Screws

Screen and Cap Held

2"

min.

1"

3"

2 1/2"

1"

3"

Controller Base

2’-0"

1’-0"

6"

2" dia. 90° Bends

Grounding Bushing

2" dia. Conduit With

1

5

E 805-SGCF-01

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2013

TYPE P-1

SIGNAL CONTROLLER CABINET FOUNDATION

concrete as the foundation.

Concrete footpad shall be constructed of the same class5

indicating the direction of the 2" conduits’ exit.

Make a permanent line on top of the concrete foundation4

shall be installed as required on plans.

Conduits not used shall be capped below grade. More inlets3.

Install minimum 3 - 2" dia. conduits for each foundation.2.

See Standard Drawing E 805-SGPB-01 for anchor bolt details.1

:NOTES

RET

60020657

EDS

R

ER

IEG

A

AH.

AZ

NB

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N

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No.

STATE OF

ID A

E

ENA

E

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02/22/13/s/ Alfredo B. Hanza

/s/ Mark A. Miller 03/27/13

7"

1’-6 1/2"

4’-8"

2’-0"2’-8"

4

3’-0"

ELEVATION

CL

CL

2"

4"

3’-0"

1"

PLAN

4

1

5

1"

2"

3"1"

3’-0"

2" 3"6"

Grounding Bushing

2" dia. Conduit With

Controller Base

or Sidewalk

Ground Line With 3 Screws

Screen and Cap Held

Ground Line

Couplings

2" dia. 90° Bends

ELEVATION

Footpad

Concrete

Anchor Bolts 1

5

E 805-SGCF-02

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2013

TYPE M

SIGNAL CONTROLLER CABINET FOUNDATION

RET

60020657

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No.

STATE OF

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as the foundation.

Concrete footpad shall be constructed of the same class concrete5

indicating the direction of the 2" conduits’ exit.

Make a permanent line on top of the concrete foundation4

shall be installed as required on plans.

Conduits not used shall be capped below grade. More inlets3.

Install minimum 3 - 2" dia. conduits for each foundation.2.

See Standard Drawing E 805-SGPB-01 for anchor bolt details.1

:NOTES

02/22/13/s/ Alfredo B. Hanza

/s/ Mark A. Miller 03/27/13

2’-0"1’-10"

1’-0"

1’-5"

1’-7"

and Elbow

1 1/2" dia. Pipe

Ground Rod

With 3 Screws

Screen and Cap Held

(Kitchen Sink Type)

Removable Strainer

Anchor Bolts

Drainage Area

1/2" dia. Conduit

Foundation

Door Side of

Drainage Slope

Area

Conduit Entrance

Footpad

Concrete

1’-8"

8"

1'-0 3/4" dia. Bolt Circle

2'-0" square

1/2" dia. Conduit

Ground Wire

Ground Rod

(Typ.)

Anchor Bolts

min.

3'-0"

1'-0"

3 1/2"

2'-0"

2 1/2"

1'-0"

1

or Sidewalk

Ground Line Ground Wire Grounding Bushing

2" dia. Conduit With

Couplings

2" dia. 90° Bends

5

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2013

E 805-SGCF-03

RET

60020657

EDS

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IEG

A

AH.

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No.

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02/27/13/s/ Alfredo B. Hanza

/s/ Mark A. Miller 03/27/13

24 IN. X 24 IN. X 36 IN.

SIGNAL POLE FOUNDATION,

type A foundation.

The signal pole foundation, 24 in. x 24 in. x 36 in. is also known as a 6.

The ground rod has length 8 ft.5

the direction of the 2-in. conduits' exit.

Make a permanent line on top of the concrete foundation indicating 4

be installed as required on plans.

Conduit inlets not used shall be capped below grade. More inlets shall 3.

foundation.

A minimum of two 2-in. dia. conduit inlets shall be installed for each 2.

See Standard Drawing E 805-SGPB-01 for anchor bolt details.1

GENERAL NOTES:

2'-0"

1

4

PLAN

(Typ.)

Anchor Bolts

Ground Rod

ELEVATION

1 1/4"

3"

1 1/4"

1"4"

DETAIL A

2 3/4"

Cast Iron Cover

Concrete Pipe Cast Iron Ring

TRAFFIC SIGNALS

PLAN

(Recessed Flush)

2" Lettering (Typ.)

1’-11 1/2"

2’-7 1/2"

1’-11 1/2"

1 1/4"

Bolted Cover

5"

2"

3"

See Detail A

5"

the concrete pipe.

Four evenly spaced around

Knockout panels 2 in. deep

Grout

Handhole Bottom

Concrete Pad or

2’-0"

10"

1’-0"

5"

3’-0"

Concrete Pipe

Class III Reinforced

2 in. Conduit & Bushing (Typ.)

SECTION A-A

E 805-SGCF-04

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

CONCRETE

SIGNAL HANDHOLE, TYPE I

SEPTEMBER 2013

RET

60020657

EDS

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AH.

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No.

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E

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Polymer Concrete and cover.

See Standard Drawing E 805-SGCF-06 for Signal Handhole, Type II, 3.

countersunk.

The ring and cover shall be secure. Attachment hardware shall be 2.

Approximate weight for cast iron ring and cover shall be 320 lb.1.

NOTES:

02/22/13/s/ Alfredo B. Hanza

/s/ Mark A. Miller 03/27/13

3/4"

3"

A A

(No. 8 or Larger)

Coarse Aggregate

concrete pipe.

evenly spaced around the

with square washer and nut

4 - 5/8" x 5" eyebolts

FRONT VIEW

10"

3’-0"6"

2’-0"

10"

1’-4"

3"

System Required

Chemical Anchoring

Footpad

New Concrete

Ground Line

481 x 2’-2"

PLAN

1’-6 1/2"

3’-4 3/4"

3"

2"

to Ground Rod

Existing 1/2" dia. Conduit

M Foundation

Limits of Existing

6" Min.

Conduit Extension

Ground Rod and

3"

1’-10"

2’-8"

M Foundation

Limits of Existing

Anchor Bolt (Typ.)

2"

Pipe for Drainage

Extend 1 1/2" dia.

481 Bar (Typ.)

2" dia. Conduits

Ground Line

SIDE VIEW A-A

10"

E 805-SGCF-05

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

MODIFIED TO P-1 FOUNDATION

EXISTING M FOUNDATION

SEPTEMBER 2013

RET

60020657

EDS

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See Standard Drawing E 805-SGCF-03 for General Notes.4.

foundation.

Existing anchor bolts shall be cut at or below top of existing 3.

See Standard Drawing E 805-SGCF-01 for Type P-1 foundation details.2

See Standard Drawing E 805-SGCF-02 for Type M foundation details.1

NOTES:

02/28/13/s/ Alfredo B. Hanza

/s/ Mark A. Miller 03/27/13

5"

1’-10"

5"

2 1/2"

7"

8"

3"

Anchor Bolt (Typ.)

1’-5"

1’-7"

(Typ.)

Anchor Bolt

P-1 Shell

1

2

10"3’-0"10"

2’-0"

4’-8"

(Typ.)

481 Bar

8" 10"

A

A

Concrete Footpad

8 - 481

3’-4 3/4"

6"

Handhole Cover

1’-0"

1’-6"

TIE

R X

X

2’-0" Max1’-5" Min

3’-0" Max.2’-6" Min.

TR

AFFIC SIG

NA

LS

Conduit Elbow (Typ.)

2" Conduit and Bushing (Typ.)

SECTION B-B

with Washer

3/8" 16NC Hex Bolt

PLAN

B B

E 805-SGCF-06

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

SEPTEMBER 2013

POLYMER CONCRETE

SIGNAL HANDHOLE, TYPE II

RET

60020657

EDS

R

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IEG

A

AH.

AZ

NB

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N

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No.

STATE OF

ID A

E

ENA

E

G

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Concrete and cover.

See Standard Drawing E 805-SGCF-04 for Signal Handhole, Type I, 1.

NOTE:

02/22/13/s/ Alfredo B. Hanza

/s/ Mark A. Miller 03/27/13

with Washer

3/8" 16NC Hex Bolt

(No. 8 or larger)

Coarse Aggregate