sdd 9e1 pole mountingsface(s) in the trombone mounting) 9 ventilated metallic cap and bolt 10'...

100%

RT OR UT

RED

TYPE 2 POLE MOUNTING CONFIGURATION

POLE SPLICE DETAIL

GENERAL NOTES

(MAXIMUM LOAD)

SECTION A-A

SIGNAL FACE MOUNTING DETAIL

(BANDED)

**HORIZONTAL SIGNAL HEAD

MOUNTING DETAIL

TYPICAL MOUNTING OF 3 SECTION

SIGNAL FACE

TYPICAL MOUNTING OF BACK TO BACK

3 AND 5 SECTION SIGNAL FACES

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM

TO THEPERTINENT REQUIREMENTS OF THE CONTRACT.

POLES SHALL BE EITHER ALUMINUM OR GALVANIZED STEEL AS CALLED FOR IN THE CONTRACT.

SECTION 657, POLES, OF THE STANDARD SPECIFICATIONS SHALL APPLY TO THIS DRAWING.

A PULL WIRE / ROPE SHALL BE INSTALLED IN EACH TROMBONE ARM RACEWAY DURING THE

MANUFACTURING PROCESS.

TYPE 2 ALUMINUM POLES SHALL BE CONSTRUCTED OF 6063 - T6 ALUMINUM ALLOY. SLEEVING INSIDE THE

POLE IS NOT ACCEPTABLE.

WHEN TRANSFORMER BASES ARE USED, WIRE CONNECTIONS SHALL BE MADE IN THE TRANSFORMER BASE.

4" X 6" REINFORCED HANDHOLE AND COVER ASSEMBLY WITH TWO (2)

1

4

" X

3

4

" - 20 TPI , STAINLESS STEEL,

HEX HEAD BOLTS.

SIGNAL FACE MOUNTING BRACKETS. MOUNT WITH CAP SCREWS AND BANDING.

GROMMETS. 1" CHASE NIPPLES OR 1" CLOSE CONDUIT NIPPLES WITH BUSHINGS SHALL BE PROVIDED FOR

1

3

8

" HOLE IN POLE SHAFT FOR WIRING.

SECURELY MOUNT DULL BLACK POLYCARBONATE BACK PLATES, PROJECTING 5" BEYOND ALL SIDES OF THE SIGNAL

FACE HOUSING,PER MANUFACTURER'S RECOMMENDATIONS.

POLE MOUNTED SIGNAL FACES SHALL REQUIRE ONE OR MORE MOUNTING SPACERS UNDER THE TOP MOUNTING

BRACKET(S) AS REQUIRED, TO PLUMB THE SIGNAL FACES.

CAST ALUMINUM TRANSFORMER BASE, WHEN REQUIRED.

USE 1

1

2

" ID NIPPLES ZINC-COATED RIGID METAL CONDUIT, LONG ENOUGH TO ACCOMMODATE FULL DEPTH THREADING

INTO THE HEAD MOUNTING LOCK NUT IN ORDER TO TIGHTEN THE FACE, BUT THAT DO NOT INTERFERE WITH REFLECTOR

CLOSURE. THREAD THE NIPPLE INTO THE MOUNTING BRACKET/ELBOW UNTIL TIGHT. USE APPROVED PINNACLE TYPE

HARDWARE FROM A DEPARTMENT APPROVED MANUFACTURER TO CLOSE THE UNUSED 1

1

2

" OPENING IN SIGNAL FACES

AND BRACKET ENDS.

VERTICAL STRUT (ADJUSTABLE). ONE (1) SET SCREW (

1

4

" X

3

4

" - 20 TPI STAINLESS STEEL, HEX HEAD) INTO EACH ARM

MEMBER IF STRUTS THE SLIDING TYPE.

FURNISH AND INSTALL VENTILATED, CAST METALLIC (ALUMINUM ALLOY) CAPS. FASTEN CAPS WITH

ONE (1)

1

4

" X

3

4

" - 20 TPI STAINLESS STEEL, HEX HEAD BOLT.

SHIMMING, IF NEEDED, SHALL BE LOCATED BETWEEN THE CONCRETE FOUNDATION AND THE TRANSFORMER BASE.

USE SERRATED LOCK WASHERS WITH NOTCHES BETWEEN END TEE AND SIGNAL HEAD.

1

2

3

4

5

6

7

8

9

10

11

AA

CONDUIT NIPPLE

SIGNAL HEAD SHALL BE

MOUNTED WITH WINGNUT

CLOSURE ON TOP

SERRATED

LOCK WASHER

11

SIGNAL HEAD

MOUNTING LUGNUT

SIGNAL HEAD ATTACHMENT ALSO

APPLIES TO MOUNTING AT CROSS BAR

**

PINNACLE CAP

MOUNTING

BRACKET

RUBBER

WASHER

CONDUIT NIPPLE

SIGNAL

BODY

SIGNAL FACE

MOUNTING

LOCK NUT

2

2

RED

10' M

OU

NT

IN

G H

EIG

HT

10' M

OU

NT

IN

G H

EIG

HT

1

6

10

3' - 6"

1' - 6"

2

POLE SPLICE WHEN

STEEL POLE IS TO

BE FURNISHED

3

4

2' - 6"

ROUND SHAFT

8" O.D. (POLE BUTT) X 6

5

8

" O.D.

LOWER 15' TAPERED

PEDESTRIAN PUSH BUTTON

WHEN REQUIRED

5

2

SIDEWALK, OR

IF NONE, PAVEMENT

CENTERLINE GRADE

ROADWAY

PAVEMENT

MO

UN

TIN

G H

EIG

HT

17' - 0 " M

IN

.

19' - 0" M

AX

.

4

8

WELDED

WELDED

ADJUSTABLE TO 6' -6" MIN.

7

CURVED

END

7

1' - 4"

MIN.

SEE HORIZONTAL

SIGNAL HEAD

MOUNTING DETAIL

**

WELD TO BE 100% R.T. OR U.T. TESTED AS PER

THE REQUIREMENTS OF AWS D 1.5-88. RECORDS

OF COMPLIANCE OF SUCH TESTING SHALL BE

FURNISHED TO THE OFFICE OF DESIGN / BRIDGE

FOR VERIFICATION AND APPROVAL.

FOR MANUFACTURERS USE ONLY

BACK - UP

BAR

2

2

NIPPLE

MOUNTING

AXIS

SIGNAL FACE

HOUSING

TROMBONEARM

HORIZONTAL TUBES

10°

10°

90°

(10 DEGREES TILT REQUIREMENT OF

FACE(S) IN THE TROMBONE MOUNTING)

9

VENTILATED

METALLIC

CAP AND BOLT

10' M

OU

NT

IN

G H

EIG

HT

NO

MIN

AL 20' - 0" P

OLE

LE

NG

TH

5' - 0" @

6.625 ± .030" O

.D

.

VARIABLE

25' - 0" LENGTH FOR DESIGN CALCULATION

MOUNTING HEIGHT LIMITATION DIMENSIONS

OF THE TROMBONE MAST ARM WILL BE

DEPENDENT UPON THE USE / NON - USE OF A

TRANSFORMER BASE

*

*

7

7

66

SD

DS

DD

09

E0

1 - 1

5a

09

E0

1 - 1

5a

SDD 09E01-a Pole Mountings for Traffic Signals, Type 2

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

POLE MOUNTINGS FOR

TRAFFIC SIGNALS

TYPE 2

Version 15 Standard Detail Drawing 9E1 (sheet a) November 30, 2018 Pole Mountings for Traffic Signals Type 2

References: Standard Spec 657 Poles, Arms, Standards, and Bases

Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 654.0102 Concrete Bases Type 2 ................................................................................. EACH 655.0200 - 0299 Cable Traffic Signal (# of conductors) (AWG) ..................................................... LF 657.0255 Transformer Bases Breakaway 11 1/2-Inch Bolt Circle ................................. EACH 657.0305 Poles Type 2 .................................................................................................. EACH 657.0560 - 0599 Trombone Arms (length) ................................................................................ EACH 658.0100 - 0199 Traffic Signal Face (section) (size) ................................................................ EACH 658.0400 - 0499 Pedestrian Signal Face (inch) ........................................................................ EACH 658.0500 Pedestrian Push Buttons ............................................................................... EACH 658.1100 - 1199 Programmable Traffic Signal Face (sections) (size) ...................................... EACH 658.5069 Signal Mounting Hardware (location) ................................................................... LS

Standardized Special Provisions associated with this drawing: STSP NUMBER TITLE NONE

Other SDDs associated with this drawing: SDD 9C2 Concrete Bases, Types 1, 2, and 5 SDD 9C3 Transformer/Pedestal Bases SDD 9E1 Hardware Details for Pole Mountings sheet “g” is required.

Design Notes: NONE

Contact Person: Ahmet Demirbilek (414) 220-6801

https://wisconsindot.gov/rdwy/stndspec/ss-06-57.pdf#ss657

https://wisconsindot.gov/rdwy/sdd/sd-09c02.pdf#sd9c2


https://wisconsindot.gov/rdwy/sdd/sd-09e01.pdf#sd9e1

LUMINAIRE

100%

RT OR UT

RED


POLE SPLICE DETAIL

INTERCHANGEABLE MOUNTING DETAIL

GENERAL NOTES

(MAXIMUM LOAD)

SECTION A-A


(BANDED)

*

RISE FOR 4' ARM SHALL BE 2'-0".

DOOR

CLOSURE

DOOR

HINGE

**

WT. - 50 LBS.

EFFECTIVE PROJECTED

AREA FOR WIND

LOADING = 1.5 SQ. FT.

HORIZONTAL SIGNAL HEAD

MOUNTING DETAIL


SIGNAL FACE



DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL

CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT.

ALL TYPE 3 POLE MOUNTINGS SHALL BE DESIGNED TO INCLUDE TWIN 15' ARMS WITH LUMINAIRES.

POLES SHALL BE GALVANIZED STEEL.




THE SLIPFITTER END OF THE LUMINAIRE MAST ARM SHALL BE A NOMINAL 2

3

8

INCHES IN OUTSIDE

DIAMETER. THE STRAIGHT PORTION OF THE SLIPFITTER END OF THE LUMINAIRE MAST ARM SHALL

BE A NOMINAL 12 INCHES IN LENGTH.

WHEN TRANSFORMER BASES ARE USED, WIRE CONNECTIONS SHALL BE MADE IN THE

TRANSFORMER BASE.


1

4

" X

3

4

" - 20 TPI , STAINLESS

STEEL, HEX HEAD BOLTS.


GROMMETS. 1" CHASE NIPPLES OR 1" CLOSE CONDUIT NIPPLES WITH BUSHINGS SHALL BE

PROVIDED FOR 1

3

8


SECURELY MOUNT DULL BLACK POLYCARBONATE BACK PLATES, PROJECTING 5" BEYOND ALL SIDES

OF THE SIGNAL FACE HOUSING, PER MANUFACTURER'S RECOMMENDATIONS.

POLE MOUNTED SIGNAL FACES SHALL REQUIRE ONE OR MORE MOUNTING SPACERS UNDER THE

TOP MOUNTING BRACKET(S) AS REQUIRED, TO PLUMB THE SIGNAL FACE.

CAST ALUMINUM TRANSFORMER BASE, WHEN REQUIRED. UNDER MAX LOADING, TYPE 3 POLE

SHALL BE MOUNTED DIRECTLY TO ITS CONCRETE BASE.

USE 1

1

2

" ID NIPPLES ZINC-COATED RIGID METAL CONDUIT, LONG ENOUGH TO ACCOMMODATE FULL

DEPTH THREADING INTO THE HEAD MOUNTING LOCK NUT IN ORDER TO TIGHTEN THE FACE, BUT

THAT DO NOT INTERFERE WITH REFLECTOR CLOSURE. THREAD THE NIPPLE INTO THE MOUNTING

BRACKET/ELBOW UNTIL TIGHT. USE APPROVED PINNACLE TYPE HARDWARE FROM A DEPARTMENT

APPROVED MANUFACTURER TO CLOSE THE UNUSED 1

1

2

" OPENING IN SIGNAL FACES AND

BRACKET ENDS.

VERTICAL STRUT (ADJUSTABLE). ONE (1) SET SCREW (

1

4

" X

3

4

" - 20 TPI STAINLESS STEEL, HEX HEAD)

INTO EACH ARM MEMBER IF STRUT IS THE SLIDING TYPE.


ONE (1)

1

4

" X

3

4


SHIMMING, IF NEEDED, SHALL BE LOCATED BETWEEN THE CONCRETE FOUNDATION AND POLE.

USE SERRATED LOCK WASHERS WITH NOTCHES BETWEEN END TEE AND SIGNAL HEAD.

1

2

3

4

5

6

7

8

9

10

11

AA

SIGNAL HEAD SHALL BE

MOUNTED WITH WINGNUT

CLOSURE ON TOP

SERRATED

LOCK WASHER

11

SIGNAL HEAD

MOUNTING LUGNUT

SIGNAL HEAD ATTACHMENT ALSO

APPLIES TO MOUNTING AT CROSS BAR

**

BACKSIDE AND FRONTSIDE

CLAMPS SHALL ALLOW

TYPICAL INTERCHANGEABLE

MOUNTING AS SHOWN

SINGLE MEMBER

MAST ARM

TRUSS - TYPE

ARM

VERTICAL CLAMP GAP SHALL

BE EQUAL ON BOTH SIDE OF POLE

33

9

VENTILATED METALLIC

CAP AND BOLT

PINNACLE CAP

MOUNTING

BRACKET

RUBBER

WASHER

SIGNAL

BODY

SIGNAL FACE

MOUNTING

LOCK NUT

2

2

RED

10' M

OU

NT

IN

G H

EIG

HT

10' M

OU

NT

IN

G H

EIG

HT

1

6

10

3' - 6"

1' - 6"

2

10' M

OU

NT

IN

G H

EIG

HT

9' - 0" M

IN

. T

O 15' - 0" M

AX

.

0.1 " / F

T. T

AP

ER

POLE SPLICE

POLE SPLICE

3

3

4

6

5

8

" O

.D

.

20'

2' - 6"

10' - 0" @

0.2" / F

T. T

AP

ER

NO

MIN

AL 30' - 0" P

OLE

LE

NG

TH

TRUSS - TYPE

ARM

9

VENTILATED

METALLIC

CAP AND BOLT

33

MOUNT CLAMP

1" BELOW CAP

MOUNT CLAMP

1" BELOW CAP

9

VENTILATED

METALLIC

CAP AND BOLT

SINGLE

MEMBER

MAST ARM

4' , 6' OR 8'

*

2' - 6"

NO

MIN

AL

2' - 6"

NO

MIN

AL

10', 12' OR 15'

1' - 6"

ROUND SHAFT

8" O.D. (POLE BUTT) X 3.8" O.D. TOP

LOWER 15' TAPERED


WHEN REQUIRED

5

2

SIDEWALK, OR

IF NONE, PAVEMENT

CENTERLINE GRADE

ROADWAY

PAVEMENT

MO

UN

TIN

G H

EIG

HT

17' - 0 " M

IN

.

19' - 0" M

AX

.

4

8

VARIABLE 25' - 0" LENGTH FOR DESIGN CALCULATION

WELDED

WELDED

ADJUSTABLE TO 6' -6" MIN.

7

CURVED

END

7

1' - 4"

MIN.

SEE HORIZONTAL

SIGNAL HEAD

MOUNTING DETAIL

**

WELD TO BE 100% R.T. OR U.T.

TESTED AS PER THE REQUIREMENTS

OF AWS D 1.5-88. RECORDS OF

COMPLIANCE OF SUCH TESTING

SHALL BE FURNISHED TO THE

OFFICE OF DESIGN / BRIDGE

FOR VERIFICATION AND APPROVAL.

FOR MANUFACTURERS

USE ONLY

BACK - UP

BAR

2

2

NIPPLE

MOUNTING

AXIS

SIGNAL FACE

HOUSING

TROMBONEARM

HORIZONTAL TUBES

10°

10°

90°

CONDUIT NIPPLE

7

CONDUIT NIPPLE

7

6 6

66

SD

DS

DD

09

E0

1 - 1

5b

09

E0

1 - 1

5b

SDD 09E01-b Pole Mountings for Traffic Signals and Lighting Units, Type 3 (Heavy Duty)

STATE OF WISCONSIN


POLE MOUNTINGS FOR TRAFFIC

SIGNALS AND LIGHTING UNITS

TYPE 3 (HEAVY DUTY)

Version 15 Standard Detail Drawing 9E1 (sheet b) November 30, 2018 Pole Mountings for Traffic Signals and Lighting Units Type 3 (Heavy Duty)

References Standard Spec 657 - Poles, Arms, Standards, and Bases

Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 654.0102 Concrete Bases Type 2 ................................................................................. EACH 655.0200 - 0299 Cable Traffic Signal (# of conductors) (AWG) ............................................... EACH 655.0600 - 0699 Electrical Wire Lighting (AWG) ...................................................................... EACH 657.0310 Poles Type 3 .................................................................................................. EACH 657.0560 - 0599 Trombone Arms (length) ................................................................................ EACH 657.0609 Luminaire Arms Single Member 4-Inch Clamp 6-FT ..................................... EACH 657.0614 Luminaire Arms Single Member 4-Inch Clamp 8-FT ..................................... EACH 657.0704 Luminaire Arms Truss Type 4-Inch Clamp 10-FT .......................................... EACH 657.0709 Luminaire Arms Truss Type 4-Inch Clamp 12-FT .......................................... EACH 657.0714 Luminaire Arms Truss Type 4-Inch Clamp 15-FT .......................................... EACH 658.0100 - 0199 Traffic Signal Face (size) (vertical or horizontal) ........................................... EACH 658.0400 - 0499 Pedestrian Signal Face (inch) ........................................................................ EACH 658.0500 Pedestrian Push Buttons ............................................................................... EACH 658.1100 - 1199 Programmable Traffic Signal Face (sections) (size) ...................................... EACH 658.5069 Sign Mounting Hardware (location)...................................................................... LS 659.1100 - 1199 Luminaires Utility LED (Category) .................................................................. EACH


Other SDDs associated with this drawing: SDD 9C2 Concrete Base, Type 2 SDD 9E1 Hardware Details for Pole Mountings sheet “g” is required. SDD 9E3 Non-Freeway Lighting Unit Pole Wiring

Design Notes: Use 4-inch clamps.




https://wisconsindot.gov/rdwy/sdd/sd-09e01.pdf#sd9e1-g


LUMINAIRE

RED



GENERAL NOTES

(MAXIMUM LOAD)


(BANDED)

*


WT. - 50 LBS.

EFFECTIVE PROJECTED AREA

FOR WIND LOADING = 1.5 SQ. FT.


SIGNAL FACE






POLES SHALL BE GALVANIZED STEEL WITH A MINIMUM WALL THICKNESS OF U.S.

STANDARD 11 GAGE ( .1196" ).





3

8

INCHES IN OUTSIDE



WHEN TRANSFORMER BASES ARE USED, WIRE CONNECTIONS SHALL BE MADE IN THE

TRANSFORMER BASE.


1

4

" X

3

4





PROVIDED FOR 1

3

8


SECURELY MOUNT DULL BLACK POLYCARBONATE BACK PLATES, PROJECTING 5" BEYOND ALL SIDES

OF THE SIGNAL FACE HOUSING, PER MANUFACTURER'S RECOMMENDATIONS.

POLE MOUNTED SIGNAL FACES SHALL REQUIRE ONE OR MORE MOUNTING SPACERS UNDER THE

TOP MOUNTING BRACKET(S) AS REQUIRED, TO PLUMB THE SIGNAL FACE.



ONE (1)

1

4

" X

3

4



USE 1

1

2

" ID NIPPLES ZINC-COATED RIGID METAL CONDUIT, LONG ENOUGH TO ACCOMMODATE FULL

DEPTH THREADING INTO THE HEAD MOUNTING LOCK NUT IN ORDER TO TIGHTEN THE FACE, BUT

THAT DO NOT INTERFERE WITH REFLECTOR CLOSURE. THREAD THE NIPPLE INTO THE MOUNTING

BRACKET/ELBOW UNTIL TIGHT. USE APPROVED PINNACLE TYPE HARDWARE FROM A DEPARTMENT

APPROVED MANUFACTURER TO CLOSE THE UNUSED 1

1

2

" OPENING IN SIGNAL FACES AND

BRACKET ENDS.

1

2

3

4

5

6

7


CLAMPS SHALL ALLOW


MOUNTING AS SHOWN

SINGLE MEMBER

MAST ARM

TRUSS - TYPE

ARM



33

7

VENTILATED METALLIC

CAP AND BOLT

PINNACLE CAP

MOUNTING

BRACKET

RUBBER

WASHER

SIGNAL

BODY

SIGNAL FACE

MOUNTING

LOCK NUT

2

2

RED

10' M

OU

NT

IN

G H

EIG

HT

10' M

OU

NT

IN

G H

EIG

HT

1

6

8

3' - 6"

2

10' M

OU

NT

IN

G H

EIG

HT

3

4

TRUSS - TYPE

ARM

7

VENTILATED

METALLIC

CAP AND BOLT

33

MOUNT CLAMP

1" BELOW CAP

MOUNT CLAMP

1" BELOW CAP

7

VENTILATED

METALLIC

CAP AND BOLT

SINGLE

MEMBER

MAST ARM

4' , 6' OR 8'

*

2' - 6"

NO

MIN

AL

2' - 6"

NO

MIN

AL

10', 12' OR 15'

1' - 6"

ROUND SHAFT

8" O.D. (POLE BUTT) X 3.8" O.D. TOP

LOWER 15' TAPERED


WHEN REQUIRED

5

2

2

2

8

1' - 6"

SIDEWALK, OR

IF NONE, PAVEMENT

CENTERLINE GRADE

NO

MIN

AL 30 ' - 0" T

AP

ER

ED

S

HA

FT

CONDUIT NIPPLE

9

9

66

SD

DS

DD

09

E0

1 - 1

5c

09

E0

1 - 1

5c

SDD 09E01-c Pole Mountings for Traffic Signals and Lighting Units, Type 4

STATE OF WISCONSIN


POLE MOUNTINGS FOR

TRAFFIC SIGNALS AND

LIGHTING UNITS, TYPE 4

Version 15 Standard Detail Drawing 9E1 (sheet c) November 30, 2018 Pole Mountings for Traffic Signals and Lighting Units Type 4

References: Standard Spec 657 - Poles, Arms, Standards, and Bases

Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 654.0102 Concrete Bases Type 2 ................................................................................. EACH 655.0200 - 0299 Cable Traffic Signal (# of conductors) (AWG) ............................................... EACH 655.0600 - 0699 Electrical Wire Lighting (AWG) ...................................................................... EACH 657.0255 Transformer Bases Breakaway 11 1/2-Inch Bolt Circle ................................. EACH 657.0315 Poles Type 4 .................................................................................................. EACH 657.0609 Luminaire Arms Single Member 4-Inch Clamp 6-FT ..................................... EACH 657.0614 Luminaire Arms Single Member 4-Inch Clamp 8-FT ..................................... EACH 657.0704 Luminaire Arms Truss Type 4-Inch Clamp 10-FT .......................................... EACH 657.0709 Luminaire Arms Truss Type 4-Inch Clamp 12-FT .......................................... EACH 657.0714 Luminaire Arms Truss Type 4-Inch Clamp 15-FT .......................................... EACH 658.0100 - 0199 Traffic Signal Face (section) (size) ................................................................ EACH 658.0400 - 0499 Pedestrian Signal Face (inch) ........................................................................ EACH 658.0500 Pedestrian Push Buttons ............................................................................... EACH 658.1100 - 1199 Programmable Traffic Signal Face (sections) (size) ...................................... EACH 658.5069 Sign Mounting Hardware (location)...................................................................... LS 659.1100 - 1199 Luminaires Utility LED (Category) .................................................................. EACH


Other SDDs associated with this drawing: SDD 9C2 Concrete Bases, Types 1, 2, and 5 SDD 9C3 Transformer/Pedestal Bases SDD 9E1 Hardware Details for Pole Mountings sheet “g” is required. SDD 9E3 Non-Freeway Lighting Unit Pole Wiring

Design Notes: Use 4-inch clamps.







LUMINAIRE



GENERAL NOTES

(MAXIMUM LOAD)

*


WT. - 50 LBS.







POLES SHALL BE GALVANIZED STEEL OR ALUMINUM, AS CALLED FOR IN THE CONTRACT.

TYPE 5 ALUMINUM POLES SHALL BE CONSTRUCTED OF 6063 - T6 ALUMINUM ALLOY. SLEEVING INSIDE

THE POLE IS NOT ACCEPTABLE.

TYPE 5 ALUMINUM POLES SHALL HAVE A MINIMUM WALL THICKNESS OF 0.1888".

TYPE 5 STEEL POLES SHALL HAVE A MINIMUM WALL THICKNESS OF U.S. STANDARD 11 GAGE (0.1196").


3

8

INCHES IN OUTSIDE



WHEN TRANSFORMER BASES ARE USED, WIRE CONNECTIONS SHALL BE MADE IN THE TRANSFORMER

BASE.


1

4

" X

3

4




PROVIDED FOR 1

3

8




ONE (1)

1

4

" X

3

4



INTERNAL DUMBBELL - TYPE VIBRATION DAMPER.

1

2

3

4

5

6


CLAMPS SHALL ALLOW


MOUNTING AS SHOWN

SINGLE MEMBER

MAST ARM

TRUSS - TYPE

ARM



22

4

VENTILATED METALLIC

CAP AND BOLT

1

3

5

3' - 6"

2

TRUSS - TYPE

ARM

4

VENTILATED

METALLIC

CAP AND BOLT

22

MOUNT CLAMP

1" BELOW CAP

MOUNT CLAMP

1" BELOW CAP

4

VENTILATED

METALLIC

CAP AND BOLT

SINGLE

MEMBER

MAST ARM

4' , 6' OR 8'

*

2' - 6"

NO

MIN

AL

2' - 6"

NO

MIN

AL

10', 12' OR 15'

1' - 6"

ROUND SHAFT 8" O.D. (POLE BUTT)

X 3.8" (STEEL) OR 4.5" (ALUMINUM)

O.D. TOP FOR TAPERED 30' SHAFT


WHEN REQUIRED

1' - 6"

TOP OF CONCRETE BASE

NO

MIN

AL 30 ' - 0" T

AP

ER

ED

S

HA

FT

6

± 18'

LIGHTING ONLY

66

SD

DS

DD

09

E0

1 - 1

5d

09

E0

1 - 1

5d

SDD 09E01-d Pole Mountings for Lighting Units, Type 5

STATE OF WISCONSIN


POLE MOUNTINGS FOR


( 30 FEET )

Version 15 Standard Detail Drawing 9E1 (sheet d) November 30, 2018 Pole Mountings for Traffic Signals and Lighting Units Type 5 (30 feet)

References Standard Spec 657 - Poles, Arms, Standards, and Bases

Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 654.0105 Concrete Bases Type 5 ................................................................................. EACH 655.0600 - 0699 Electrical Wire Lighting (AWG) ...................................................................... EACH 657.0255 Transformer Bases Breakaway 11 1/2-Inch Bolt Circle ................................. EACH 657.0321 Poles Type 5-Steel ......................................................................................... EACH 657.0322 Poles Type 5-Aluminum ................................................................................. EACH 657.0605 Luminaire Arms Single Member 4 1/2-Inch Clamp 4-FT ............................... EACH 657.0609 Luminaire Arms Single Member 4-Inch Clamp 6-FT ..................................... EACH 657.0610 Luminaire Arms Single Member 4 1/2-Inch Clamp 6-FT ............................... EACH 657.0614 Luminaire Arms Single Member 4-Inch Clamp 8-FT ..................................... EACH 657.0615 Luminaire Arms Single Member 4 1/2-Inch Clamp 8-FT ............................... EACH 657.0704 Luminaire Arms Truss Type 4-Inch Clamp 10-FT .......................................... EACH 657.0705 Luminaire Arms Truss Type 4 1/2-Inch Clamp 10-FT .................................... EACH 657.0709 Luminaire Arms Truss Type 4-Inch Clamp 12-FT .......................................... EACH 657.0710 Luminaire Arms Truss Type 4 1/2-Inch Clamp 12-FT .................................... EACH 657.0714 Luminaire Arms Truss Type 4-Inch Clamp 15-FT .......................................... EACH 657.0715 Luminaire Arms Truss Type 4 1/2-Inch Clamp 15-FT .................................... EACH 659.1100 - 1199 Luminaires Utility LED (Category) .................................................................. EACH


Other SDDs associated with this drawing: SDD 9C3 Transformer/Pedestal Bases SDD 9E1 Hardware Details for Pole Mountings sheet “g” is required. SDD 9E2 Concrete Bases, Types 1, 2, 5 and 6 SDD 9E3 Non-Freeway Lighting Unit Pole Wiring

Design Notes: Use 4-inch clamps with steel poles.

Use 4 1/2-inch clamps with aluminum poles.







LUMINAIRE



GENERAL NOTES

(MAXIMUM LOAD)

*


WT. - 50 LBS.










TYPE 6 ALUMINUM POLES SHALL HAVE A MINIMUM WALL THICKNESS OF 0.219".



3

8

INCHES IN OUTSIDE




BASE.


1

4

" X

3

4




PROVIDED FOR 1

3

8




ONE (1)

1

4

" X

3

4




1

2

3

4

5

6


CLAMPS SHALL ALLOW


MOUNTING AS SHOWN

SINGLE MEMBER

MAST ARM

TRUSS - TYPE

ARM



22

4

VENTILATED METALLIC

CAP AND BOLT

1

3

5

3' - 6"

2

TRUSS - TYPE

ARM

4

VENTILATED

METALLIC

CAP AND BOLT

22

MOUNT CLAMP

1" BELOW CAP

MOUNT CLAMP

1" BELOW CAP

4

VENTILATED

METALLIC

CAP AND BOLT

SINGLE

MEMBER

MAST ARM

4' , 6' OR 8'

*

2' - 6"

NO

MIN

AL

2' - 6"

NO

MIN

AL

10', 12' OR 15'

1' - 6"

ROUND SHAFT 8" O.D. (POLE BUTT)

X 3.1" (STEEL) OR 4.5" (ALUMINUM)

O.D. TOP FOR TAPERED 30' SHAFT


WHEN REQUIRED

1' - 6"


NO

MIN

AL 35 ' - 0" T

AP

ER

ED

S

HA

FT

6

± 21'

LIGHTING ONLY

66

SD

DS

DD

09

E0

1 - 1

5e

09

E0

1 - 1

5e

SDD 09E01-e Pole Mountings for Lighting Units, Type 6 (35 feet)

STATE OF WISCONSIN


POLE MOUNTINGS FOR


( 35 FEET )

Version 15 Standard Detail Drawing 9E1 (sheet e) November 30, 2018 Pole Mountings for Traffic Signals and Lighting Units Type 6 (35 feet)


Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 654.0106 Concrete Bases Type 6 ................................................................................. EACH 655.0600 - 0699 Electrical Wire Lighting (AWG) ...................................................................... EACH 657.0255 Transformer Bases Breakaway 11 1/2-Inch Bolt Circle ................................. EACH 657.0326 Poles Type 6-Steel ......................................................................................... EACH 657.0327 Poles Type 6-Aluminum ................................................................................. EACH 657.0605 Luminaire Arms Single Member 4 1/2-Inch Clamp 4-FT ............................... EACH 657.0609 Luminaire Arms Single Member 4-Inch Clamp 6-FT ..................................... EACH 657.0610 Luminaire Arms Single Member 4 1/2-Inch Clamp 6-FT ............................... EACH 657.0614 Luminaire Arms Single Member 4-Inch Clamp 8-FT ..................................... EACH 657.0615 Luminaire Arms Single Member 4 1/2-Inch Clamp 8-FT ............................... EACH 657.0704 Luminaire Arms Truss Type 4-Inch Clamp 10-FT .......................................... EACH 657.0705 Luminaire Arms Truss Type 4 1/2-Inch Clamp 10-FT .................................... EACH 657.0709 Luminaire Arms Truss Type 4-Inch Clamp 12-FT .......................................... EACH 657.0710 Luminaire Arms Truss Type 4 1/2-Inch Clamp 12-FT .................................... EACH 657.0714 Luminaire Arms Truss Type 4-Inch Clamp 15-FT .......................................... EACH 657.0715 Luminaire Arms Truss Type 4 1/2-Inch Clamp 15-FT .................................... EACH 659.1100 - 1199 Luminaires Utility LED (Category) .................................................................. EACH


Other SDDs associated with this drawing: SDD 9C2 Concrete Base, Type 1, 2, 5 and 6 SDD 9C3 Transformer/Pedestal Bases SDD 9E1 Hardware Details for Pole Mountings sheet “g” is required. SDD 9E2 Freeway Lighting Unit Pole Wiring SDD 9E3 Non-Freeway Lighting Unit Pole Wiring

Design Notes: Use 4-inch clamps with steel poles.

Use 4 1/2-inch clamps with aluminum poles.








LUMINAIRE



GENERAL NOTES

(MAXIMUM LOAD)

*


WT. - 50 LBS.






ALL LUMINAIRE POLE MOUNTINGS SHALL BE DESIGNED TO INCLUDE TWIN 15' ARMS WITH LUMINAIRES.





THE SHOE BASE SHALL BE SLOTTED TO ACCEPT A 15" BOLT CIRCLE (14" X 16" SLOT) USING 1"

ANCHOR RODS.


3

8

INCHES IN OUTSIDE




BASE.


1

4

" X

3

4




PROVIDED FOR 1

3

8


CAST ALUMINUM FHWA APPROVED TRANSFORMER BASE WHEN REQUIRED, SHALL HAVE AN

ULTIMATE STATIC LOAD STRENGTH OF AT LEAST 40,000 FT. - LBS.


ONE (1)

1

4

" X

3

4




1

2

3

4

5

6


CLAMPS SHALL ALLOW


MOUNTING AS SHOWN

SINGLE MEMBER

MAST ARM

TRUSS - TYPE

ARM



22

4

VENTILATED METALLIC

CAP AND BOLT

1

3

5

3' - 6"

2

TRUSS - TYPE

ARM

4

VENTILATED

METALLIC

CAP AND BOLT

22

MOUNT CLAMP

1" BELOW CAP

MOUNT CLAMP

1" BELOW CAP

4

VENTILATED

METALLIC

CAP AND BOLT

SINGLE

MEMBER

MAST ARM

4' , 6' OR 8'

*

2' - 6"

NO

MIN

AL

2' - 6"

NO

MIN

AL

10', 12' OR 15'

1' - 6"

ROUND SHAFT 6" O.D. (TOP)

FOR TAPERED 40' SHAFT


WHEN REQUIRED

1' - 6"


NO

MIN

AL 40 ' - 0" S

HA

FT

LE

NG

TH

6

± 24'

LIGHTING ONLY

2

2' - 6"

NO

MIN

AL

10', 12' OR 15'

1' - 6"

TRUSS - TYPE

ARM

MOUNT CLAMP

1" BELOW CAP

4

66

SD

DS

DD

09

E0

1 - 1

5f

09

E0

1 - 1

5f

SDD 09E01-f Pole Moutings for Lighting Units, Type 17 (40 feet)

STATE OF WISCONSIN


POLE MOUNTINGS FOR


( 40 FEET )

Version 15 Standard Detail Drawing 9E1 (sheet f) November 30, 2018 Pole Mountings for Lighting Unit, Type 17 (40 feet)

References: Standard Spec 657 Poles, Arms, Standards, and Bases

Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 654.0107 Concrete Bases Type 7 ................................................................................. EACH 655.0600 - 0699 Electrical Wire Lighting (AWG) ...................................................................... EACH 657.0210 Transformer Bases Breakaway 15-17 Inch Bolt Circle .................................. EACH 657.0336 Poles Type 17-Steel ....................................................................................... EACH 657.0337 Poles Type 17-Aluminum ............................................................................... EACH 657.0620 Luminaire Arms Single Member 6-Inch Clamp 4-FT ..................................... EACH 657.0625 Luminaire Arms Single Member 6-Inch Clamp 6-FT ..................................... EACH 657.0630 Luminaire Arms Single Member 6-Inch Clamp 8-FT ..................................... EACH 657.0635 Luminaire Arms Single Member 6-Inch Clamp 10-FT ................................... EACH 657.0640 Luminaire Arms Single Member 6-Inch Clamp 15-FT ................................... EACH 657.0725 Luminaire Arms Truss Type 6-Inch Clamp 15-FT .......................................... EACH 657.0730 Luminaire Arms Truss Type 6-Inch Clamp 12-FT .......................................... EACH 657.0735 Luminaire Arms Truss Type 6-Inch Clamp 10-FT .......................................... EACH 659.1100 - 1199 Luminaires Utility LED (Category) .................................................................. EACH


Other SDDs associated with this drawing: SDD 9C8 Concrete Base, Type 7 SDD 9C10 Transformer Base for 15-Inch Bolt Circle SDD 9E1 Hardware Details for Pole Mountings sheet "g" is required. SDD 9E2 Freeway Lighting Unit Pole Wiring SDD 9E3 Non-Freeway Lighting Unit Pole Wiring

Design Notes: NONE








0°

90°

180°

270°

SHALL BE ALUMINUM

GENERAL NOTES

BASE PLATE

LEVELING SHIM

TYPICAL "J" HOOK LOCATION

CLAMP BOLT-NUT TIGHTENING TORQUE SHALL BE INDICATED BY INDENT STAMPING

(1/2 INCH NUMERALS AND LETTERS) OR WEATHERPROOF PRINTING ON THE INSIDE

OF THE CLAMP THAT IS WELDED TO THE ARM MEMBER.

4.5" I.D. FOR LUMINAIRE MAST ARM CLAMP. 6.625" I.D. FOR TROMBONE MAST ARM CLAMP.

INDIVIDUAL BASE PLATE ANCHOR ROD COVERS. (4 REQUIRED)

BASE PLATE SLOTTED TO ACCEPT 11" THROUGH 12" BOLT CIRCLE USING 1" DIAMETER

ANCHOR RODS.

LEVELING SHIMS, DESIGNED FOR THE PURPOSE, SHALL BE USED WHEN PLUMBING POLES.

THE USE OF WASHERS IN LIEU OF PROPER LEVELING SHIMS IS NOT ACCEPTABLE. LEVELING

SHIMS SHALL BE USED ONLY BETWEEN THE TOP OF THE CONCRETE BASE AND A METALLIC

BASE PLATE.

SHIMS SHALL BE LONG ENOUGH AND WIDE ENOUGH TO COMPLETELY COVER THE AREA

UNDER THE LENGTH AND WIDTH OF THE BASE MOUNTING FLANGE.

NUT, BOLT AND WASHERS SHALL BE STAINLESS STEEL

TYPICAL GROUNDING CONNECTIONS

NEMA APPROVED

GROUND CONNECTOR

1

2

" - 13 UNC STUD,

SILICON BRONZE

1

2

" NUT OR THREADED

FACTORY WELDED BRACKET

TO POLE SHAFT

FACTORY WELDED

BRACKET TO POLE

NUT

LOCK WASHER

NEMA APPROVED, U.L. LISTED,

COPPER WITH BRASS OR STAINLESS

STEEL SET SCREW, DIRECT BURY

RATED, MECHANICAL CONNECTOR

(LUG), SIZED TO ACCEPT AWG #10

TO # 4 COPPER STRANDED WIRE.

EQUIPMENT

GROUNDING

CONDUCTOR

FACTORY WELDED

BRACKET TO POLE

NUT

LOCK WASHER

FLAT

WASHER

FLAT

WASHERS

EQUIPMENT GROUNDING

CONDUCTOR FROM THE

GROUNDING ELECTRODE

HEX HEAD BOLT

1

4

" X 1" - 20 TPI

TO PRESSURE OR

COMPRESSION

CONNECTOR

HEX HEAD BOLT

1

4

" X 1" - 13 TPI

4" NOMINAL

LE

NG

TH

V

AR

IE

S

1

1

2

"

1

16

" OR

1

8

" THICK

AS NEEDED

R =

3

4

" MIN.

BRACKET ARM

FITTING

POLE SHAFT

GROMMET

LOCK NUT

MAST ARM

INSIDE WALL

OF POLE

CHASE

NIPPLE

BASE PLATE

POLE

BOLT COVER

(DRIVE ON OR SELF-

TAPPING SCREWS

FOR INSTALLATION)

1

2

3

4

TYPICAL APPLICATION OF

GROMMET IN POLE SHAFT

TYPICAL APPLICATION OF

CHASE NIPPLE IN POLE SHAFT

TYPICAL TROMBONE MAST ARM AND SINGLE

LUMINAIRE MAST ARM MOUNTING CLAMP

TYPICAL LUMINAIRE MAST ARM

(DOUBLE) MOUNTING BRACKETS

2

3

GUSSETS REQUIRED GUSSETS REQUIRED

STAINLESS STEEL HARDWARE - BOLT LENGTH

FOR TROMBONE ARM CLAMPS SHALL BE 4

1

2

"

MIN. - 6" MAX., BOLTS FOR LUMINAIRE ARM

CLAMPS SHALL BE 3

1

2

" IN LENGTH. THREAD

BOLTS ENTIRE LENGTH.

STAINLESS STEEL HARDWARE - BOLTS 3

1

2

"

IN LENGTH, TWO WASHERS, LOCK WASHER

AND NUT (4 SETS REQUIRED PER CLAMP)

THREAD BOLTS ENTIRE LENGTH.

1

"J " HOOK

11

DOOR SIDE

"J " HOOK

HOOK FACTORY

WELDED TO POLE

6"

2

1

2

"

1

3

8

" RACEWAY HOLE - OPPOSITE

DOOR (180° SIDE) IF CALLED FOR

66

SD

DS

DD

09

A0

1 - 1

5g

09

A0

1 - 1

5g

SDD 09E01-g Hardware Details for Pole Mounting

STATE OF WISCONSIN


APPROVED

DATE

STATE ELECTRICAL ENGINEER

/S/

FHWA

HARDWARE DETAILS FOR

POLE MOUNTING

November 2018 Ahmet Demirbilek

Version 15 Standard Detail Drawing 9E1 (sheet g) November 30, 2018 Hardware Details for Pole Mountings


Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 657.0315 Poles Type 4 .................................................................................................. EACH 657.0321 Poles Type 5-Steel ......................................................................................... EACH 657.0322 Poles Type 5-Aluminum ................................................................................. EACH 657.0326 Poles Type 6-Steel ......................................................................................... EACH 657.0327 Poles Type 6-Aluminum ................................................................................. EACH 657.0336 Poles Type 17-Steel ....................................................................................... EACH 657.0337 Poles Type 17-Aluminum ............................................................................... EACH


Other SDDs associated with this drawing: SDD 9E1 Pole Mountings for Traffic Signals Type 2 sheet “a” SDD 9E1 Pole Mountings for Traffic Signals and Lighting Units Type 3 (Heavy Duty) sheet “b” SDD 9E1 Pole Mountings for Traffic Signals and Lighting Units Type 4 sheet “c” SDD 9E1 Pole Mountings for Lighting Units Type 5 (30 feet) sheet “d” SDD 9E1 Pole Mountings for Lighting Units Type 6 (35 feet) sheet “e” SDD 9E1 Pole Mountings for Lighting Units Type 17 (40 feet) sheet “f”

Design Notes: This drawing is required when SDD 9e1 sheets "a", "b", "c", "d, "e", or "f" is called for in the plans.



https://wisconsindot.gov/rdwy/sdd/sd-09e01.pdf#sd9e1-a

https://wisconsindot.gov/rdwy/sdd/sd-09e01.pdf#sd9e1-b

https://wisconsindot.gov/rdwy/sdd/sd-09e01.pdf#sd9e1-c

https://wisconsindot.gov/rdwy/sdd/sd-09e01.pdf#sd9e1-d

https://wisconsindot.gov/rdwy/sdd/sd-09e01.pdf#sd9e1-e

https://wisconsindot.gov/rdwy/sdd/sd-09e01.pdf#sd9e1-f

sdd 9e1 pole mountingsface(s) in the trombone mounting) 9 ventilated metallic cap and bolt 10'...

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