05 - Structures - Span Poles.pdf

BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.

NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE

THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS

TRANSPORTATION PRINCIPAL ENGINEER

STEEL SPAN POLE FOUNDATION DETAILSSP-4

STEEL SPAN POLE DETAILSSP-3

STEEL SPAN POLE ELEVATIONSP-2

INDEX OF DRAWINGSSP-1

DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER

INDEX OF DRAWINGS

- STRUCTURES - SPAN POLES

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

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DESIGNER/DRAFTER: CHECKED BY:

INDEX OF DRAWINGS

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

K. GUTHRIE K. BROWN

INSTALLATION AND REVISION OF TRAFFIC

CONTROL SIGNALS IN DISTRICT 1

0171-0504BRISTOL, NEW BRITAIN & VERNON

05.01 D. TOMPKINS

SCALE: 1/4" = 1'-0"

SPAN WIRE POLE CLAMP

A

SP-3

SCALE: 1/4" = 1'-0"

60°

OF THE POLE SHALL BE PLUMB. �THE

OF THE TRAFFIC APPURTENANCES

OF POLE. AFTER THE INSTALLATION�

SPAN WIRE POLE CLAMP

A

SP-3

5° RISE LUMINAIRE ARM LENGTH

FOR BONDING DETAILS.

SEE TRAFFIC STANDARD SHEET

TAPPED LUG FOR GROUNDING.

CONDUIT SWEEPS.Ø3 - 2"

SIGNAL CONTROL PLANS. MINIMUM OF

NUMBER AND SIZE AS SHOWN ON TRAFFIC

ACCOMMODATE RIGID METAL CONDUITS,

BASEPLATE SHALL BE FABRICATED TO

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HAND HOLE

OF REINFORCED�

INSTALL IDENTIFICATION TAG

BY THE CONTRACTOR

SHALL BE DETERMINED

UNLOADED POLE RAKE

BY THE CONTRACTOR

SHALL BE DETERMINED

UNLOADED POLE RAKE

THREADED PLUG

2" COUPLING WITH

HAND HOLE

OF REINFORCED�

CONDUIT SWEEPS.Ø3 - 2"

SIGNAL CONTROL PLANS. MINIMUM OF

NUMBER AND SIZE AS SHOWN ON TRAFFIC

ACCOMMODATE RIGID METAL CONDUITS,

BASEPLATE SHALL BE FABRICATED TO

NEOPRENE GASKET

SEALED WITH

POLE CAP PLATE

A 45° UPWARD ANGLE

FITTING INSTALLED AT

2" SERVICE ENTRANCE

AND PORCELAIN INSULATOR

STAINLESS STEEL BANDING

SERVICE CLEVIS WITH

AT A 45° UPWARD ANGLE

ENTRANCE FITTING INSTALLED

3" TRAFFIC SIGNAL CABLE

STAINLESS STEEL SCREWS (TYP.)

TO POLE OR BASEPLATE WITH

ANCHOR BOLT COVER. ATTACH

ANCHORAGE PLATES

ANCHOR BOLTS WITH

FOR DETAILS

SEE DRAWING NO. SP-4

3' - 0" Ø FOUNDATION

FINISHED GRADE, VARIES

FINISHED GRADE, VARIES

ANCHORAGE PLATES

ANCHOR BOLTS WITH

FOR DETAILS

SEE DRAWING NO. SP-4

3' - 0" Ø FOUNDATION

STAINLESS STEEL SCREWS (TYP.)

TO POLE OR BASEPLATE WITH

ANCHOR BOLT COVER. ATTACH

FOR BONDING DETAILS.

SEE TRAFFIC STANDARD SHEET

TAPPED LUG FOR GROUNDING.

UPWARD ANGLE

INSTALLED AT A 45°

ENTRANCE FITTING

3" TRAFFIC SIGNAL CABLE

AND PORCELAIN INSULATOR

STAINLESS STEEL BANDING

SERVICE CLEVIS WITH

A 45° UPWARD ANGLE

FITTING INSTALLED AT

2" SERVICE ENTRANCE

NEOPRENE GASKET

SEALED WITH

POLE CAP PLATE

WITH PROPERTIES NO LESS THAN THOSE SHOWN ON THE TRAFFIC PLANS.

THE SPAN POLE CONFIGURATION SHALL BE DESIGNED TO SUPPORT TRAFFIC APPURTENANCES

POLE".

AMENDED BY THE SPECIAL PROVISION "XX STEEL SPAN POLE" OR "COMBINATION STEEL SPAN

LUMINAIRES AND TRAFFIC SIGNALS, INCLUDING THE LATEST INTERIM SPECIFICATIONS, AS

OF THE AASHTO LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

THE SPAN POLE CONFIGURATION SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION

REQUIREMENTS CANNOT BE MET, THE CONTRACTOR SHALL NOTIFY THE ENGINEER.

MEET THE GEOMETRIC AND CLEARANCE REQUIREMENTS IN THE CONTRACT DOCUMENTS. IF THE

CONTRACT DOCUMENTS TO VERIFY THE SPAN POLES AND SPAN WIRES WHEN INSTALLED WILL

THE CONTRACTOR SHALL PREPARE A LAYOUT DRAWING BASED ON A FIELD SURVEY AND THE

ON THE TRAFFIC CONTROL SIGNAL PLAN. PRIOR TO DESIGN OF EACH SPAN POLE CONFIGURATION, AND THE LOCATIONS OF TRAFFIC APPURTANENCES SUPPORTED BY THE STRUCTURE ARE SHOWN

THE SPAN WIRE CONFIGURATION, INCLUDING THE POLE HEIGHT, SPAN WIRE ORIENTATION,

THE SPECIAL PROVISION "SPAN WIRE".

WIRE(S) SHALL BE DESIGNED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH

SPECIAL PROVISION "XX STEEL SPAN POLE" OR "COMBINATION STEEL SPAN POLE". SPAN

BE DESIGNED, FABRICATED AND INSTALLED BY THE CONTRACTOR, IN ACCORDANCE WITH THE

THE SPAN POLE CONFIGURATION, INCLUDING THE ANCHORAGE TO THE FOUNDATION, SHALL

AND SUPPORT

OF POLE FOR WIRE HANDLING

J-HOOK WELDED TO INSIDE

IDENTIFICATION TAG

INSTALL

P O

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IN

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T2

M

IN

� OF POLE. AFTER THE INSTALLATION

OF THE TRAFFIC APPURTENANCES

THE � OF THE POLE SHALL BE PLUMB.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

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ELEVATION

STEEL SPAN POLE

TRANSPORTATION

ELEVATION - SPAN POLE ELEVATION - COMBINATION SPAN POLE

SPAN POLE NOTES

B

SP-3

SP-3

B

AND SUPPORT

FOR WIRE HANDLING

TO INSIDE OF POLE

J-HOOK WELDED

SCALE AS NOTED

K. GUTHRIE K. BROWN

INSTALLATION AND REVISION OF TRAFFIC

CONTROL SIGNALS IN DISTRICT 1

05.02 D. TOMPKINS

STEEL BOLTS

AND COVER WITH STAINLESS

ATTACH CHAIN TO FRAME

D

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IO

N O

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F F

IC

OF POLE�

90°

½" Ø STAINLESS STEEL BOLT

TO HAND HOLE FRAME WITH

ATTACH GROUNDING CONDUCTOR

STAINLESS STEEL CHAIN

¼" x 1'-6" LONG

ANCHOR BOLT (TYP.)

OF POLE�

HAND HOLE LOCATION

ALTERNATE REINFORCED

SHOWN BUT SHALL BE FURNISHED

ANCHOR BOLT COVERS NOT

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F F

IC

30°

20°

30°

20°

OF POLE�

DATE OF MANUFACTURE: MM/YY

MANUFACTURER:

IDENTIFICATION NUMBER:

REINFORCEMENT (TYP.).

PLACE TO CLEAR ANCHOR BOLTS AND

MINIMUM OF 3 - 2" Ø CONDUIT SWEEPS.

AS SHOWN ON TRAFFIC SIGNAL CONTROL PLANS.

RIGID METAL CONDUIT, NUMBER AND SIZE

HAND HOLE

REINFORCED

HAND HOLE

REINFORCED

NEOPRENE GASKET

HAND HOLE COVER WITH

HAND HOLE FRAME

OF ARM

AND ORIENTATION�

TO GROUND ROD WITH GROUND CLAMP

CONDUCTOR TO BONDING BUSHINGS AND

ATTACH #8 BARE COPPER GROUNDING

WITH GROUND CLAMP

BOLT AND TO GROUND ROD

HANDHOLE WITH GROUNDING

GROUNDING CONDUCTOR TO

ATTACH #8 BARE COPPER

INTO BACKFILL.

WITH OPTIONAL ELBOW. OUTLET

2" Ø PVC PIPE WEEPHOLE

OR HAND PACKED GROUT

CLOSED CELL ELASTOMER RING

USED IN LIEU OF THE CLOSED CELL ELASTOMER.

THE FOUNDATION. HAND PACKED GROUT MAY BE

BOTTOM OF THE BASEPLATE AND THE TOP OF

COMPLETELY FILL THE OPENING BETWEEN THE

BELOW BASEPLATE. THE ELASTOMER SHALL

SEAL WITH 1'-1" Ø CONCENTRIC HOLE PLACED

4½" THK. X 1'-6" Ø CLOSED CELL ELASTOMER

OVER WEEPHOLE OPENING

GALVANIZED CONCRETE NAILS

MESH ATTACHED WITH 4

OF 23 GAGE GALVANIZED

PLACE 4" X 4" PIECE

1" MAX. FROM BOTTOM OF NUT

TO TOP OF FOUNDATION

FOR SEAM WELD

ALLOWABLE LIMITS

FOR SEAM WELD

ALLOWABLE LIMITS

FOR SEAM WELD

ALLOWABLE LIMITS

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

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STEEL SPAN POLE DETAILS

TRANSPORTATION

POLE WITH 1 SEAM WELD

POLE WITH 2 SEAM WELDS

IDENTIFICATION TAG - N.T.S.

A

SP-2

SECTION

SCALE: 1 1/2" = 1'-0"

B

SP-2

DETAIL

SCALE: 3/4" = 1'-0"

D

DETAIL

SCALE: 1 1/2" = 1'-0"

C

SECTION

SCALE: 3/4" = 1'-0"

D

C

STEEL SCREWS (TYP.)

RESISTANT STAINLESS

WITH SELF-TAPPING TAMPER

ATTACH TAG TO POLE AND ARM

SCALE AS NOTED

K. GUTHRIE K. BROWN

INSTALLATION AND REVISION OF TRAFFIC

CONTROL SIGNALS IN DISTRICT 1

05.03 D. TOMPKINS

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EDGE OF SIDEWALK

F O

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(M

IN

IM

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IN

F O

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C

O V

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E

F

C

O V

E R

BOLT CIRCLE

BOLT CIRCLE

Ø3'-0"

2'-0" Ø

3" COVER

Ø3'-0"

2'-0" Ø

T

IE

S

/S P

IR

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S

P A

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IN

G /P

IT

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IN

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ANCHOR BOLT (TYP.)

ANCHOR BOLT (TYP.)

BUSHING (TYP.)

INSULATING BONDING

MINIMUM SIZE AND SPACING OF REINFORCEMENT)

ALTERNATE TIE SPLICES 180° (TYPICAL

#4 TIES/SPIRALS @ 6" SPACING/PITCH,

NUMBER AND SIZE OF REINFORCEMENT)

16 - #8 EQUALLY SPACED (MINIMUM

REINFORCEMENT (TYP.).

PLACE TO CLEAR ANCHOR BOLTS AND

MINIMUM OF 3 - 2" Ø CONDUIT SWEEPS.

SHOWN ON TRAFFIC SIGNAL CONTROL PLANS.

RIGID METAL CONDUIT, NUMBER AND SIZE AS

ANCHOR BOLTS (TYP.)

RIGID METAL CONDUIT (TYP.)

EARTH FINISHED GRADES

1" X 1" BEVEL WITH

STEEL GROUND ROD

⅝" x 10' COPPER CLAD

TOOLED EDGE ADJACENT TO CONCRETE SIDEWALK SLOPE TO MATCH CROSS-SLOPE OF ADJACENT SIDEWALK

LEVEL WHEN SURROUNDED WITH EARTH BACKFILL,

TOP OF FOUNDATION,

CAP END (TYP.)

THREAD AND

4" CONDUIT PROJECTION

TOPPED WITH JOINT SEALANT

¼" PREFORMED EXPANSION JOINT FILLER

PROJECTION

ANCHOR BOLT

SIDEWALK

CONCRETE

TOP OF

WITH OPTIONAL ELBOW

2" Ø PVC PIPE WEEPHOLE

AND ORIENTATION OF SPAN�

PLATESANCHORAGE

OF SPAN AND ORIENTATION �

VARIES

FINISHED GRADE

TOP OF EARTH

PAYMENT UNDER THE ITEM "CONCRETE SIDEWALK".

PREFORMED EXPANSION JOINT FILLER AND JOINT SEALANT SHALL BE INCLUDED FOR THE COST OF

TO FOUNDATION INSTALLATION SHALL BE PAID FOR UNDER THE ITEM "CONCRETE SIDEWALK".

OR CUT DURING INSTALLATION, REPLACE THE ENTIRE SECTION. ALL SIDEWALK REPLACED DUE

WHERE AN EXISTING CONCRETE SIDEWALK ABUTTING A FOUNDATION IS DAMAGED

SPAN POLE."

FABRICATION, TO BE INCLUDED FOR PAYMENT UNDER THE ITEM "TRAFFIC CONTROL FOUNDATION- CASING, WEEPHOLES, AND PREFORMED EXPANSION JOINT FILLER, INCLUDING THE DESIGN AND

THE COST OF THE FOUNDATION, INCLUDING THE EXCAVATION, CONCRETE, REINFORCEMENT,

SHAFT HAS ATTAINED A COMPRESSIVE STRENGTH, f'c, GREATER THAN OR EQUAL TO 4000 PSI.

THE SPAN POLE SHALL NOT BE ERECTED ON THE FOUNDATION UNTIL THE CONCRETE IN THE

THE CONCRETE SHALL BE PLACED IN THE EXCAVATION AGAINST UNDISTURBED EARTH.

UNLESS OTHERWISE NOTED.

REINFORCEMENT IS NOT PERMITTED. ALL REINFORCEMENT SHALL HAVE 3" COVER,

THE REINFORCEMENT SHALL BE ASSEMBLED WITH WIRE TIES. WELDING TO ASSEMBLE

THE REINFORCEMENT SHALL BE UNCOATED AND CONFORM TO ASTM A615, GRADE 60.

M.03 - PORTLAND AND HYDRAULIC CEMENT CONCRETE.

SHALL CONFORM TO THE REQUIREMENTS OF 6.01 - CONCRETE FOR STRUCTURES AND

THE COMPRESSIVE STRENGTH OF THE CONCRETE IN THE CONSTRUCTED FOUNDATION

COMPRESSIVE STRENGTH, f'c, USED IN DESIGN OF THE FOUNDATION SHALL BE 4,000 PSI.

THE CONCRETE FOR THE FOUNDATION SHALL CONFORM TO CLASS PCC04460. THE

EMBEDDED SPAN POLE ANCHORAGE AND THE FOUNDATION REINFORCEMENT.

ADEQUATE FOR THE SPAN POLE REACTIONS AND TO AVOID CONFLICTS BETWEEN THE

AND THE SPAN POLE ANCHORAGE TO ENSURE THAT THE FOUNDATION IS

THE DESIGN OF THE FOUNDATION SHALL BE COORDINATED WITH THE SPAN POLE

EXPLORATIONS AND INVESTIGATIONS SHALL BE DETERMINED BY THE CONTRACTOR.

SHAFT FOUNDATION EXCAVATION. THE NEED AND EXTENT OF ALL SUBSURFACE

GROUND WATER, ETC.) IN THE LOCATION OF, ADJACENT TO AND BELOW THE DRILLED

ON THE SUBSURFACE CONDITIONS (CHARACTER OF THE SOIL AND ROCK, PRESENCE OF

THE FOUNDATION SHALL BE DESIGNED FOR THE SOILS AND ROCK PROPERTIES BASED

SPECIAL PROVISION "TRAFFIC CONTROL FOUNDATION-SPAN POLE".

FABRICATED, AND CONSTRUCTED BY THE CONTRACTOR IN ACCORDANCE WITH THE

THE DRILLED SHAFT FOUNDATION FOR THE SPAN POLE SHALL BE DESIGNED,

3" PROJECTION ABOVE

SLOPED FINISHED EARTH GRADE

3" ABOVE LEVEL FINISHED EARTH GRADE

2'-0" MINIMUM

BELOW FINISHED GRADE

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TOP 1' OF FOUNDATION FORMED

AS SQUARE, OR AS DIRECTED BY

THE ENGINEER

3'-0" Ø

SIDEWALKS, FOR ACCESS

OR REAR FACE AT

4'-0" MIN., FRONT FACE

22.5°

45°

2'-6" SPLICE

ALTERNATE SPLICES

2'-0"

ANCHORAGE PLATE

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

9/17/2024

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FOUNDATION DETAILS

STEEL SPAN POLE

TRANSPORTATION

FOUNDATION NOTES

E

SECTION

SCALE: 3/4" = 1'-0"

F

SECTION

SCALE: 3/4" = 1'-0"

FOUNDATION DETAIL

SCALE: 3/4" = 1'-0"

THE ENGINEER

AS SQUARE, OR AS DIRECTED BY

TOP 1' OF FOUNDATION FORMED

TOP OF ANCHORAGE PLATE

ROUGHEN SURFACE

OPTIONAL CONSTRUCTION JOINT,

SCALE AS NOTED

K. GUTHRIE K. BROWN

INSTALLATION AND REVISION OF TRAFFIC

CONTROL SIGNALS IN DISTRICT 1

05.04 D. TOMPKINS