commonwealth of pennsylvania - penndot home 647.pdf · commonwealth of pennsylvania ... its-1210...

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FOR

COMMONWEALTH OF PENNSYLVANIA

INTELLIGENT TRANSPORTATION SYSTEMS

CIVIL AND STRUCTURAL STANDARD DRAWINGS

MARCH 2013 EDITIONPUB #647

RANSPORTATIONT OF EPARTMENTDOMMISSIONC URNPIKET ENNSYLVANIAP

ITS-1200 SERIES

pennsylvaniaDEPARTMENT OF TRANSPORTATION

SUBJECT TITLE DATE

-

1

2

3

NUMBER

SHEET

INDEX OF ITS STANDARDS

INDEX OF CIVIL AND STRUCTURAL STANDARDS FOR INTELLIGENT TRANSPORTATION SYSTEMS

ITS-1200

GENERAL

ITS DEVICES-

POLE MOUNTED ITS ENCLOSURES

STRUCTURE MOUNTED ITS ENCLOSURES

MAINTAINER PADS

STRUCTURE MOUNTED ITS CONDUIT STEEL BEAMS

STRUCTURE MOUNTED ITS CONDUIT GENERAL NOTES

STRUCTURE MOUNTED ITS CONDUIT CONCRETE BEAMS

STRUCTURE MOUNTED ITS CONDUIT APPROACH DETAIL SHEET

ITS DEVICE GROUNDING DETAILS

UTILITY SERVICE DETAIL DMS LOCATIONS

ITS-1200

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

ITS-1201

INDEX

SUBJECT TITLE DATE

1

2

3

4

2

NUMBER

SHEET

ITS-1210

ITS-1210

ITS-1210

ITS-1210

ITS-1210

TYPICAL SITE LAYOUT AND PLACEMENT

POLE ASSEMBLY

POLE FOUNDATION

CAMERA LOWERING SYSTEM ASSEMBLY

STRUCTURE MOUNTED CCTV CAMERA ASSEMBLY

ITS-1220 ELECTRICAL DETAILS

ITS-1210

ITS-1230

ITS-1230

ITS-1230

ITS-1230

SIGNS

MESSAGE

DYNAMIC

CANTILEVER STRUCTURES TRUSS AND COLUMN DETAILS

CONNECTION DETAILS

MAR 1, 2013

13

14

15

16

17

18

19

20

ITS-1201 STRUCTURE MOUNTED ITS CONDUIT STEEL BEAM DETAILS

21

22

23

5

1

6

1

5

8

5

ITS-1201 6DYNAMIC MESSAGE SIGN ITS ENCLOSURE LAYOUT

RADIO SYSTEM

ADVISORY

HIGHWAY

NUMBER

DRAWING

STANDARD

NUMBER

DRAWING

STANDARD

7

10

11

12

ITS-1201 4CCTV ITS ENCLOSURE LAYOUT

POST MOUNTED DMS, TYPE A ERECTION DETAILS

SAMPLE CONTRACT PLANS FOR CANTILEVER STRUCTURES

HUB ITS ENCLOSURE LAYOUT

ITS JUNCTION BOXES AND CONDUIT PLAN VIEW

UTILITY SERVICE DETAIL ATTACHMENTS AND SUPPORTS

ITS-1201

8

9

MESSAGE SIGN

DYNAMIC

PORTABLE

ITS-1231 1PAD DETAILS

CANTILEVER STRUCTURES TRUSS AND COLUMN DETAILS 6

7

ITS-1230

POST MOUNTED DMS, TYPE A POST SELECTION TABLE (TWO POSTS)

POST MOUNTED DMS, TYPE A POST SELECTION TABLE (THREE POSTS) 3

4

SYSTEM PLANS.

USE THESE STANDARD DETAILS AS A GUIDE IN THE PREPARATION OF INTELLIGENT TRANSPORTATION

WARRANT.

INCLUDED IN THESE STANDARDS MAY BE MADE, WITH COMMONWEALTH APPROVAL, IF CONDITIONS

PROTOCOLS AND / OR ENGINEERING JUDGEMENT. REASONABLE MODIFICATIONS OF THE DETAILS

THE STANDARD DETAILS ARE NOT INTENDED TO REPLACE STANDARD PRACTICE, THE LATEST NTCIP

OF PENNSYLVANIA.

DESIGN AND CONSTRUCTION OF INTELLIGENT TRANSPORTATION SYSTEMS WITHIN THE COMMONWEALTH

THESE STANDARD DETAILS AND NOTES ARE INTENDED TO BE USED AND / OR REFERENCED FOR THE

ITS-1230

ITS-1230

ITS-1230

GROUND MOUNTED ITS ENCLOSURES

UTILITY SERVICE DETAIL

UTILITY SERVICE DETAIL WOODEN UTILITY POLE

ITS JUNCTION BOXES GENERAL NOTES

ITS JUNCTION BOXES DETAILS

GENERAL NOTES FOR CANTILEVER STRUCTURES

ITS CONDUIT AND TRENCH DETAILS

SUPPORT CONFIGURATIONS FOR STEEL BEAMS

STRUCTURE MOUNTED ITS CONDUIT

SUPPORT CONFIGURATIONS FOR CONCRETE BEAMS


GENERAL NOTES FOR CCTV CAMERA SUPPORT STRUCTURES

CAMERA

TELEVISION

CIRCUIT

CLOSEDMAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MAR 1, 2013

MARCH 2013 EDITIONpennsylvaniaDEPARTMENT OF TRANSPORTATION



OFSHEET 23

ITS-1201

1

ITS ENCLOSURESPOLE MOUNTED

ITS DEVICES - GENERAL

CL

GENERAL NOTES:

DEVICE POLEBY DESIGN

CABLE AS REQUIRED

ENCLOSURE

(SEE ITS-1210 SHEET 3)

HANDHOLE

VA

RI

ES

3'-6"

(T

YP)

2'-0"

(MI

N)

VARIES

FOUNDATION

BY DESIGN

CONDUIT SIZED


MAINTAINER PAD

FRONT ELEVATION

CL

DEVICE POLEBY DESIGN

CABLE AS REQUIRED


HANDHOLE

VARIES

FOUNDATION

BY DESIGN

CONDUIT SIZED


MAINTAINER PAD

2'-0"

(MI

N)

SIDE ELEVATION3'-6"

(T

YP)

ENCLOSURE

TR

AV

EL

WA

Y

SH

OU

LD

ER

SH

OU

LD

ER

CL

FOUNDATION

POLE

DEVICE


HANDHOLE

BY DESIGN

CONDUIT SIZED

ENCLOSURE(SEE ITS-1201 SHEET 7)

MAINTAINER PAD

POLE MOUNTED ITS ENCLOSURE ORIENTATION

ENCLOSURE NOTES:

POLE MOUNTED ITS ENCLOSURENOT TO SCALE

NOT TO SCALE

CONDULET (TYP)

ENCLOSURE DOOR

9.

8.

7.

6.

5.

4.

3.

2.

1.

6.

5.

4.

3.

2.

1.

ELECTRIC CODE AND ALL APPLICABLE CODES.

ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF NFPA 70, NATIONAL

ENTRY BETWEEN MESH AND FOUNDATION WHILE PERMITTING DRAINAGE.

STAINLESS STEEL HARDWARE. MESH IS TO BE OF SUFFICIENT STIFFNESS TO PREVENT

SERPENTS/RODENTS. MESH IS TO BE REMOVABLE AND ATTACHED TO BASE PLATE WITH

SEAL WITH GALVANIZED WIRE MESH, ‚" TO …" OPENINGS, TO PREVENT ENTRY OF

WATERTIGHT.

STUB ALL CONDUITS OUT A MINIMUM OF 1'-0" BEYOND FOUNDATION, AND CAP ENDS

DEPTH BASED ON THE CABLE BENDING RADIUS FOR ALL CONDUIT RUNS.

TRANSITION CONDUIT FROM 2'-0" (MIN) DEPTH AT THE FOUNDATION TO 3'-0" (MIN)

SYSTEM. SEE ITS-1201 SHEET 19 FOR DETAILS.

ENSURE THAT ENCLOSURE AND EQUIPMENT IS BONDED TO DEVICE POLE GROUNDING

WITHIN 5'-0" OF ENCLOSURE, OR AS DIRECTED BY THE REPRESENTATIVE.

LOCATE JUNCTION BOXES FOR POWER CIRCUIT AND NETWORK COMMUNICATIONS

WATERPROOF DUCT PLUGS AND SEALS.

ALL NETWORK COMMUNICATIONS CONDUITS AND DUCTS SHALL BE SEALED WITH

STATED IN THE CONTRACT DOCUMENTS.

BETWEEN THE COMMUNICATIONS JUNCTION BOX AND THE ENCLOSURE SHALL BE

SIZES AND TYPES OF CONDUIT FOR NETWORK COMMUNICATIONS

ENCLOSURE.

WHILE MAINTAINING EQUIPMENT. PROVIDE MAINTAINER PAD IN FRONT OF

MOUNT ENCLOSURE SO THAT MAINTENANCE PERSONNEL FACE THE TRAVEL WAY

PLAN VIEW

WIRE MESH (SEE GENERAL NOTE 8)

WIRE MESH (SEE GENERAL NOTE 8)

NOTE 7

FOUNDATION

SEE

TO PREVENT SERPENT/RODENT INTRUSION.

PROVIDE DUCT SEALANT AT ALL CONDUIT ENTRIES INTO THE ENCLOSURE

OR BOTTOM OF DOOR OPENING AND BOTTOM OF ENCLOSURE.

BETWEEN THE TOP OF DOOR OPENING AND TOP OF ENCLOSURE

NO PORTION OF ANY EQUIPMENT, EXCEPT FAN, IS TO BE INSTALLED

FOR APPROVAL.

CONTRACTOR TO SUBMIT PROPOSED ENCLOSURE WIRING SCHEMATIC

REQUIRED BY DESIGN.

REQUIREMENTS. PROVIDE DETAILS ON THE CONTRACT DOCUMENTS IF

BE REQUIRED TO MEET CABLE BENDING RADIUS AND PROJECT SPECIFIC

ALTERNATE ENCLOSURE ATTACHMENT AND POLE PENETRATIONS MAY

ARE ALSO APPROVED FOR ENCLOSURE ATTACHMENT.

FOR ENCLOSURE ATTACHMENT DETAILS SEE BC-741M. STAINLESS STEEL STRAPS

AND THE CONTRACT DOCUMENTS.

PROVIDE ENCLOSURE IN ACCORDANCE WITH PENNDOT PUB 408 SECTION 1201.2 (b)


OFSHEETRECOMMENDEDRECOMMENDED

MAINTENANCE AND OPERATIONS

BUREAU DIRECTOR, BUREAU OF

PENNSYLVANIA TURNPIKE COMMISSION

CHIEF ENGINEER,

RANSPORTATIONTEPARTMENT OF DOMMISSIONCURNPIKE TENNSYLVANIA P

MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

2

ITS ENCLOSURESSTRUCTURE MOUNTED


GENERAL NOTES:

VARIES VARIES

TR

AV

EL

WA

Y

SH

OU

LD

ER

SH

OU

LD

ER

CL

FOUNDATION

BY DESIGN

CONDUIT SIZED


MAINTAINER PAD

ENCLOSURE NOTES:

CL

ENCLOSURE

VA

RI

ES

3'-6"

(T

YP)

3'-0"

(MI

N)

FOUNDATION

BY DESIGN

CONDUIT SIZED


MAINTAINER PAD

FRONT ELEVATION

CL

FOUNDATION

BY DESIGN

CONDUIT SIZED


MAINTAINER PAD

3'-0"

(MI

N)

SIDE ELEVATION

3'-6"

(T

YP)

ENCLOSURE

TRANSITION COUPLING

STAINLESS STEEL STRAP

SIZED BY DESIGN

CABLE IN FLEXIBLE CONDUIT

SIGN STRUCTURE SUPPORT


CONDUIT AND BRUSHING AS REQUIRED

SIGN STRUCTURE SUPPORT SIZED BY DESIGN




ENCLOSURE

TO PASS ALL CABLES INTO

COUPLING, SIZED AS REQUIRED

INTERNALLY THREADED PIPE


SIZED BY DESIGN


ENCLOSURE

NOT TO SCALE

NOT TO SCALE

STRUCTURE MOUNTED ITS ENCLOSURE ORIENTATION

STRUCTURE MOUNTED ITS ENCLOSURE

SEE GENERAL NOTE 3

COUPLING

TRANSITION

NOTE 3

SEE GENERAL

ENCLOSURE DOOR

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

6.

5.

4.

3.

2.

1.

PLAN VIEW

(SEE GENERAL NOTE 10)

WIRE MESH


WIRE MESH



ENTRY BETWEEN MESH AND FOUNDATION WHILE PERMITTING DRAINAGE.

STAINLESS STEEL HARDWARE. MESH IS TO BE OF SUFFICIENT STIFFNESS TO PREVENT

SERPENTS/RODENTS. MESH IS TO BE REMOVABLE AND ATTACHED TO BASE PLATE WITH

SEAL WITH GALVANIZED WIRE MESH, ‚" TO …" OPENINGS, TO PREVENT ENTRY OF

WITHIN 6" OF THE FINISHED GRADE.

TRANSITION BETWEEN FLEXIBLE CONDUIT AND PVC CONDUIT USING A COUPLING

WITH A NEW SIGN STRUCTURE INSTALLATION.

REFER TO ITS-1201 SHEET 1 FOR INSTALLATION OF ENCLOSURE IN CONJUNCTION

GROUNDING SYSTEM. SEE ITS-1201 SHEET 19 FOR DETAILS.

ENSURE THAT ENCLOSURE AND EQUIPMENT IS BONDED TO THE SIGN STRUCTURE

WITHIN 5'-0" OF ENCLOSURE, OR AS DIRECTED BY THE REPRESENTATIVE.

LOCATE JUNCTION BOXES FOR POWER CIRCUIT AND NETWORK COMMUNICATIONS


ALL NETWORK COMMUNICATIONS CONDUITS AND DUCTS SHALL BE SEALED WITH

STATED IN THE CONTRACT DOCUMENTS.

BETWEEN THE COMMUNICATIONS JUNCTION BOX AND THE ENCLOSURE SHALL BE

SIZES AND TYPES OF CONDUIT FOR NETWORK COMMUNICATIONS

THE ENCLOSURE.

CONDUIT SHALL BE INSTALLED TIGHT TO STRUCTURE BETWEEN FINISHED GRADE AND

POSSIBLE. CONFIRM WITH THE REPRESENTATIVE PRIOR TO COMPLETING DESIGN.

PREFERENCE IS TO INSTALL CABLES WITHIN HOLLOW STRUCTURES WHENEVER

ENCLOSURE.

WHILE MAINTAINING EQUIPMENT. PROVIDE MAINTAINER PAD IN FRONT OF

MOUNT ENCLOSURE SO THAT MAINTENANCE PERSONNEL FACE THE TRAVEL WAY

TO PREVENT SERPENT/RODENT INTRUSION.

PROVIDE DUCT SEALANT AT ALL CONDUIT ENTRIES INTO THE ENCLOSURE

OR BOTTOM OF DOOR OPENING AND BOTTOM OF ENCLOSURE.

BETWEEN THE TOP OF DOOR OPENING AND TOP OF ENCLOSURE

NO PORTION OF ANY EQUIPMENT, EXCEPT FAN, IS TO BE INSTALLED

FOR APPROVAL.


REQUIRED BY DESIGN.

REQUIREMENTS. PROVIDE DETAILS ON THE CONTRACT DOCUMENTS IF

BE REQUIRED TO MEET CABLE BENDING RADIUS AND PROJECT SPECIFIC

ALTERNATE ENCLOSURE ATTACHMENT AND POLE PENETRATIONS MAY

ARE ALSO APPROVED FOR ENCLOSURE ATTACHMENT.

FOR ENCLOSURE ATTACHMENT DETAILS SEE BC-741M. STAINLESS STEEL STRAPS

AND THE CONTRACT DOCUMENTS.

PROVIDE ENCLOSURE IN ACCORDANCE WITH PENNDOT PUB 408 SECTION 1201.2 (b)

SIZED BY DESIGN


SIZED BY DESIGN







CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

3


6.

5.

4.

3.

2.

1.

NOT TO SCALE

7.

8.

GENERAL NOTES:

2.

1.

FOUNDATION NOTES:

3.

4.

4"�VARIABLE4"�

4"�

4"�

VA

RI

AB

LE

1" CHAMFER

4"�

CONCRETE

CEMENT

CLASS A

REQUIRED

CONDUIT AS

4"� 3

"�

1" CHAMFER

CONCRETE

CEMENT

CLASS A

2'-0"

(MI

N)

2'-0"

(MI

N)

SEE ENCLOSURE NOTE 8

1'-3" (SEE ENCLOSURE NOTE 9)

(MI

N)

10'-0"


GROUND ROD

ANCHOR BOLT


GROUND ROD

(MIN)

2'-0"

4"�

ITS ENCLOSURE FOUNDATION, IN EARTH

SLOPE GREATER THAN OR EQUAL TO 2:1

PLAN VIEW

FRONT ELEVATIONSIDE ELEVATION

TC-8802.

GROUND IN ACCORDANCE WITH THESE NOTES AND

INSTALL ENCLOSURE FOUNDATION FOR LEVEL

LOCATIONS OF EMPTY CONDUIT.

TO AND CENTERED ON THIS MARKING, AT

ADDITIONAL 2" LONG MARK MADE PERPENDICULAR

DEEP AND 4" TO 6" LONG. PLACE AN

" 4-1FINISHING THE CONCRETE. MAKE MARK 1

PASS. MAKE THIS MARK WITH A TROWEL WHEN

INDICATE ALL SIDES FROM WHICH CONDUITS

PERMANENTLY MARK EACH FOUNDATION TO

5.

BARS.

PROVIDE 3" CONCRETE COVER ON REINFORCEMENT 6.

2.

1.

3.

4.

5.

6.

ENCLOSURE NOTES:

ON FOUNDATION.

TEMPLATE WITH ENCLOSURE. CENTER ENCLOSURE

FURNISH ANCHOR BOLTS AND BOLT CIRCLE

GALVANIZED.

ANCHOR BOLT, NUT, AND WASHER SHALL BE

WASHER AND ENCLOSURE.

THE TOP NUT AFTER INSTALLATION OF NUT,

ANCHOR BOLTS SHALL EXTEND ‚" TO ƒ" ABOVE

ENCLOSURE AND FOUNDATION.

PLACE CAULKING COMPOUND BETWEEN BASE OF

DUCT SEAL.

METAL CONDUITS. SEAL ALL CONDUITS WITH

INSTALL GROUND BUSHINGS ON EACH END OF

DEVICES.

ENCLOSURE AND TERMINALS, EQUIPMENT, OR

MINIMUM CLEARANCE BETWEEN BOTTOM OF

7.

8.

9.

ENCLOSURE PLACEMENT.

TRANSPORTATION SYSTEMS DESIGN GUIDE, FOR

REFER TO PENNDOT PUB 646, INTELLIGENT

MANUFACTURERS REQUIREMENTS.

SHALL BE IN ACCORDANCE WITH FIBER OPTIC CABLE

MINIMUM BEND RADIUS FOR FIBER OPTIC CONDUITS

CODE AND ALL APPLICABLE CODES.

EDITION OF NFPA 70, NATIONAL ELECTRIC

ALL WORK SHALL COMPLY WITH THE LATEST

TR

AV

EL

WA

Y

SH

OU

LD

ER

SH

OU

LD

ER

GROUND MOUNTED ITS ENCLOSURE ORIENTATION

PLAN VIEW

CONDUIT

1" (DIA)

NOT TO SCALE

7.

TRAVEL WAY WHILE MAINTAINING EQUIPMENT.

SO THAT MAINTENANCE PERSONNEL FACE THE

CONSTRUCT FOUNDATION AND MOUNT ENCLOSURE

OPENING AND TOP OF ENCLOSURE.

IS TO BE INSTALLED BETWEEN THE TOP OF DOOR

NO PORTION OF ANY EQUIPMENT, EXCEPT FAN,

10.

SMALL ANIMALS FROM ENTERING ENCLOSURE.

INSTALL SERPENT\RODENT SCREENS TO BLOCK

WATERTIGHT.

BEYOND FOUNDATION, AND CAP ENDS

STUB ALL CONDUITS OUT A MINIMUM OF 1'-0"

8.

ARE INCIDENTAL TO FOUNDATION.

ALL CONDUIT, SWEEPS, BENDS, FITTINGS, ETC.

9.

10.

BEHIND A SUITABLE CRASHWORTHY BARRIER.

GRADE, LOCATE OUTSIDE THE CLEARZONE OR

IS GREATER THAN 4" ABOVE THE FINISHED

FOR INSTALLATIONS WHERE THE FOUNDATION

SLOPE 2:1

(TYP)

3'-2"

(TYP)

2'-8"

ENCLOSURE

ENCLOSURE

(ALTERNATE)

DOOR

ENCLOSURE

DOOR

ENCLOSURE

ENCLOSURE

11.

WIRING SCHEMATIC FOR APPROVAL.

CONTRACTOR TO SUBMIT PROPOSED ENCLOSURE

ENCLOSURE DOOR

ENCLOSURE

THIS PAGE)

(SEE DETAIL,

THE TRAVEL WAY.

IN RELATION TO

OF ENCLOSURE

ON ORIENTATION

PLACEMENT BASED

ENCLOSURE DOOR

(SEE TC-8802)

AND FOUNDATION

BASE OF ENCLOSURE

COMPOUND BETWEEN

PLACE CAULKING

FOUNDATION TO BREAKER BOX.

TOP OF ELECTRIC SERVICE CONDUIT IN

PROVIDE FLEXIBLE NON-METAL CONDUIT FROM

NOT SHOWN FOR CLARITY.

TEMPERATURE, SHRINKAGE, SIZE, AND SPACE.

AT A MINIMUM PROVIDE REINFORCEMENT FOR


AND DUCTS SHALL BE SEALED WITH

ALL NETWORK COMMUNICATIONS CONDUITS

3" BELOW TOP OF FOUNDATION. SEE TC-8802.

SLOPE WEEP HOLES TO ALLOW OUTLETS TO BE

THE BACK OR SIDE EDGES OF THE ENCLOSURE.

THE FOUNDATION AND LOCATE THEM 2" INSIDE

PROVIDE TWO 1" DIA. SCREENED WEEP HOLES IN

FOR ALL CONDUIT RUNS.

DEPTH BASED ON THE CABLE BENDING RADIUS

DEPTH AT THE FOUNDATION TO 3'-0" (MIN)

TRANSITION CONDUIT FROM 2'-0" (MIN) 11.

SL

OP

E)

(B

AS

ED

ON

VA

RI

ES

NOTE 7

FOUNDATION

SEE

(T

YP)

2'-0"

(UPSLOPE)

FINISHED GRADE

(DOWNSLOPE)

FINISHED GRADE

AS REQUIRED

STABILIZER,

PROVIDE SLOPE

ITS ENCLOSURESGROUND MOUNTED

1'-0" (MIN)

CONTRACT DOCUMENTS.

PENNDOT PUB 408 SECTION 1201.2(b) AND THE

PROVIDE ENCLOSURE IN ACCORDANCE WITH

CONTRACT DOCUMENTS.

ENCLOSURE SHALL BE STATED ON THE

COMMUNICATIONS JUNCTION BOX AND THE

NETWORK COMMUNICATIONS BETWEEN THE

SIZES AND TYPES OF CONDUIT FOR

REPRESENTATIVE.

OF ENCLOSURE, OR AS DIRECTED BY THE

AND NETWORK COMMUNICATIONS WITHIN 5'-0"

LOCATE JUNCTION BOXES FOR POWER CIRCUIT

BE

LO

W

FI

NI

SH

ED

GR

AD

E

3'-0" (

MI

N)

1'-0"

(MI

N)

(MI

N)

0'-6"

(IF REQUIRED)

SAFETY RAILING

(IF REQUIRED)

SAFETY RAILING

(IF REQUIRED)

SAFETY RAILING

REINFORCING STEEL BARS.

FOR CONCRETE REINFORCEMENT. DO NOT WELD

THAT MEET THE REQUIREMENTS OF ASTM A615

PROVIDE GRADE 60 REINFORCEMENT STEEL BARS

INSTALLATION DETAILS, SEE TC-8804.

PUB 408 SECTION 1201.2 (b) 9. FOR

PROVIDE GROUNDING SYSTEM PER PENNDOT

1'-0".

FOUNDATION WIDTH OF THE ENCLOSURE PLUS

SECURED TO THE FOUNDATION AND A MINIMUM

3'-6" HIGH ALUMINUM PIPE SAFETY RAILING

PENNSYLVANIA BUILDING CODE, PROVIDE A

WHEN THE VERTICAL DROP OFF VIOLATES






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

OFSHEET



OFSHEET 23

ITS-1201

4


CCTV ITS ENCLOSURE LAYOUT

NOTE:GENERAL NOTES:

S/A

1 PHASE

120VAC,

CENTER

LOAD

S/A

S/A

AS REQUIRED

CAMERA POWER SUPPLY

AS REQUIRED

EQUIPMENT OUTLETS

CONVENIENCE AND

(SIZE ACCORDINGLY)

CONDUCTORS

SERVICE ENTRANCE

#14 AWG CONDUCTOR

S/A

SUPPLY

POWER

CAMERA

DOME

CENTER

LOAD

15 AMP

15 AMP

TO CAMERA DOME

CABLE

#18 AWG, 3/C

SWITCH

DOOR

HEATER

SWITCH

THERMOSTATIC

FAN

SWITCH

THERMOSTATIC

#14 AWG CONDUCTOR

DEVICES AS REQUIRED

WIRELESS TRANSMISSION

FIBER OPTIC OR

NOT TO SCALE

NOT TO SCALE

TYPICAL CCTV WIRING DIAGRAM

TYPICAL CCTV ENCLOSURE EQUIPMENT LAYOUT

SURGE SUPPRESSION

SERVICE ENTRANCE

(SIZE VARIES)

ENCLOSURE

N L2

GROUND ROD (TYP)

COPPER CLAD STEEL

3/4" x 10'-0"

WIRE (TYP)

COPPER GROUND

#4 AWG BARE

LIGHT

15W FLUORESCENT

POWER SUPPLY

UNINTERRUPTED

BATTERIES

15 AMP

SPARE

UPS

UPS

UPS - UNINTERRUPTED POWER SUPPLY

S/A - SURGE ARRESTOR

(CONVENIENCE OUTLET)

GFCI DUPLEX OUTLET

(BASED ON ENCLOSURE)

TC-8804 FOR DETAILS

ITS-1201 SHEET 20 OR

GROUNDING SYSTEM SEE

L1

60 AMP (MAIN)

120VAC, 1-PHASE, 3-WIRE

VIDEO AS REQUIRED

FOR DATA AND/OR

SURGE SUPPRESSION S/A

VIDEO

TO

RG-6

CO

AX

CA

BL

E

NATIONAL ELECTRIC CODE AND ALL APPLICABLE CODES.

ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF NFPA 70,

COMPLETING DESIGN.

THE REPRESENTATIVE TO OBTAIN THE DEVICE NUMBER PRIOR TO

INCLUDES THE DEVICE NUMBER. DESIGNER TO COORDINATE WITH

CONTRACTOR TO PROVIDE A CABINET IDENTIFICATION TAG THAT

REPRESENTATIVES CURRENT KEYING SYSTEM.

ENCLOSURE LOCK SHALL BE COMPATIBLE WITH THE

PROVIDE A MINIMUM OF 60 AMP SERVICE AT THE CCTV ENCLOSURE.

FOR APPROVAL.


OUTLETS.

COMMUNICATIONS, ENCODER, ETC.) SHALL NOT BE GFCI DUPLEX

ALL ELECTRIC OUTLETS INTENDED FOR CRITICAL SERVICE (I.E.

INCH RACK INCLUDING FIBER OPTIC SPLICE ENCLOSURE.

ALL EQUIPMENT SHOULD BE MOUNTED ON A STANDARD EIA/TIA 19

TO SUBMIT PROPOSED ENCLOSURE LAYOUT FOR APPROVAL.

ONLY AND DEPICT A TYPICAL ENCLOSURE LAYOUT. CONTRACTOR

THE ENCLOSURE LAYOUT SHOWN IS FOR DIAGRAMMATIC PURPOSES

DOCUMENTS.

ITS-1201 SHEET 1, 2, 3, OR TC-8802 AND THE CONTRACT

408 SECTION 1210.2(f). INSTALL ENCLOSURE AS DETAILED IN

PROVIDE A CCTV ENCLOSURE IN ACCORDANCE WITH PENNDOT PUB

9.

8.

7.

6.

5.

4.

3.

2.

1.






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

OFSHEET 23

ITS-1201

5

HUB ITS ENCLOSURE LAYOUT

OFSHEET OFSHEET




GENERAL NOTES:

BATTERIES

120VAC, SINGLE PHASE

LOAD CENTER, 100A

NOT TO SCALE

TYPICAL HUB ENCLOSURE LAYOUT

(SIZE VARIES)

NEMA 3R ENCLOSURE

FOUR (4) DOOR

FREESTANDING

POWER SUPPLY

UNINTERRUPTED

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOTE:

(SIZE ACCORDINGLY)

CONDUCTORS

SERVICE ENTRANCE

#14 AWG CONDUCTOR

S/A

CENTER

LOAD

15 AMP

SWITCH

DOOR

HEATER

SWITCH

THERMOSTATIC

FAN

SWITCH

THERMOSTATIC

#14 AWG CONDUCTOR

N L2

GROUND ROD (TYP)

COPPER CLAD STEEL

3/4" x 10'-0"

WIRE (TYP)

COPPER GROUND

#4 AWG BARE

LIGHT

15W FLUORESCENT

15 AMP

SPARE

UPS

UPS

UPS - UNINTERRUPTED POWER SUPPLY

S/A - SURGE ARRESTOR

(CONVENIENCE OUTLET)

GFCI DUPLEX OUTLET

(BASED ON ENCLOSURE)

TC-8804 FOR DETAILS

ITS-1201 SHEET 20 OR

GROUNDING SYSTEM SEE

L1

60 AMP (MAIN)

120VAC, 1-PHASE, 3-WIRE

NOT TO SCALE

TYPICAL HUB WIRING DIAGRAM

TO DEVICES



SYSTEM.

HUB ENCLOSURE SHALL HAVE A FILTERED AIR VENTILATION

REPRESENTATIVES CURRENT KEYING SYSTEM.

ENCLOSURE LOCK SHALL BE COMPATIBLE WITH THE

PROVIDE A MINIMUM OF 60 AMP SERVICE AT THE HUB ENCLOSURE.

FOR APPROVAL.


OUTLETS.

COMMUNICATIONS, ENCODER, ETC.) SHALL NOT BE GFCI DUPLEX

ALL ELECTRIC OUTLETS INTENDED FOR CRITICAL SERVICE (I.E.

INCH RACK INCLUDING FIBER OPTIC SPLICE ENCLOSURE.

ALL EQUIPMENT SHOULD BE MOUNTED ON A STANDARD EIA/TIA 19




TC-8802 OR ITS-1201 SHEET 3 AND THE CONTRACT DOCUMENTS.

408 SECTION 1201.2 (b). INSTALL ENCLOSURE AS DETAILED IN

PROVIDE A HUB ENCLOSURE IN ACCORDANCE WITH PENNDOT PUB

AS REQUIRED

2-144 PORT

2-48 PORT

DISTRIBUTION TRAYS

FOUR (4) FIBER OPTIC

COMMUNICATIONS DEVICE

FIBER OPTIC BACKBONE






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

6



OFSHEET 23

ITS-1201


PANEL BOARD

OUTLET STRIP

PULL-OUT DRAWER

COMMUNICATION EQUIPMENT

DMS FIELD CONTROLLER

GENERAL NOTES:

COMMUNICATION SHELF

WIDTH VARIES

HEI

GH

T

VA

RI

ES

TYPICAL DMS ENCLOSURE LAYOUT

NOT TO SCALE

ITS ENCLOSURE LAYOUTDYNAMIC MESSAGE SIGN

8.

7.

6.

5.

4.

3.

2.

1.



CURRENT KEYING SYSTEM.

CABINET LOCK SHALL BE COMPATIBLE WITH THE REPRESENTATIVES

PROVIDE A MINIMUM OF 60 AMP SERVICE AT THE DMS ENCLOSURE.

OUTLETS.

COMMUNICATION, ENCODER, ETC.) SHALL NOT BE GFCI DUPLEX

ALL ELECTRICAL OUTLETS INTENDED FOR CRITICAL SERVICE (I.E.

WIRING SCHEMATIC FOR APPROVAL.

CONTRACTOR TO SUBMIT DMS MANUFACTURERS PROPOSED ENCLOSURE

INCH RACK.

ALL EQUIPMENT SHALL BE MOUNTED ON A STANDARD EIA/TIA 19




ITS-1201 SHEET 1, 2, 3, OR TC-8802.

408 SECTION 1230.2 (g). INSTALL ENCLOSURE AS DETAILED IN

PROVIDE A DMS ENCLOSURE IN ACCORDANCE WITH PENNDOT PUB

1'-3"






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

7

MAINTAINER PADS


(M

AX)

6"

3"

3"

6"

(MI

N)

(MI

N)

(MIN)

NOT TO SCALE

MAINTAINER PAD SECTION

CL

FOUNDATION

ENCLOSURE

CL

SH

OU

LD

ER

SH

OU

LD

ER

TR

AV

EL

WA

Y

GENERAL NOTES:


ITS DEVICE POLE OR

6'-0" (

TY

P)

5'-0" (TYP)

2'-0"

3'-0"

MAINTAINER PAD

NOT TO SCALE

3" (MAX)

MAINTAINER PAD ORIENTATION

ENCLOSURE DOOR

ITS DEVICE POLE OR SIGN STRUCTURE SUPPORT

7.

6.

5.

4.

3.

2.

1.

1" CHAMFER

PLAN VIEW

(T

YP)

(TYP)

ENCLOSURE

ENCLOSURE DOOR

2"

(MIN)

(MI

N)

(MI

N)

2"

2"

NOT TO SCALE

ALTERNATE MAINTAINER PAD ORIENTATION

CL

FOUNDATION

ENCLOSURE

CL

SH

OU

LD

ER

SH

OU

LD

ER

TR

AV

EL

WA

Y


ITS DEVICE POLE OR

MAINTAINER PADENCLOSURE DOOR

DESIGN.

USE WITH THE REPRESENTATIVE PRIOR TO COMPLETING

THAT REQUIRE SPECIAL CONSIDERATION. CONFIRM

* UTILIZE ALTERNATE MAINTAINER PAD IN AREAS

PLAN VIEW*

CONDUIT AND GROUNDING SYSTEM NOT SHOWN FOR CLARITY.

DRAINAGE.

SLOPE MAINTAINER PAD 2% IN THE DIRECTION OF EXISTING

ENSURE PLANT GROWTH DOES NOT INFRINGE ONTO MAINTAINER PAD.

CLEAR AND GRUB VEGETATION, AS NEEDED WITHIN RIGHT-OF-WAY, TO

PULL-OFF AREA TO THE MAINTAINER PAD.

CRUSHED GRAVEL WALKWAY FROM THE SHOULDER OR MAINTENANCE

IF INDICATED ON THE CONTRACT DOCUMENTS, PROVIDE A 3'-0" WIDE

ENCLOSURE AS REQUIRED FOR THESE LOCATIONS.

LOCATIONS. DESIGNER SHALL ORIENT LOWER HAND HOLE AND

SHALL CONSIDER THE NEED FOR A MAINTAINER PAD AT THESE

RETAINING STRUCTURES, EMBANKMENT, AND HANDRAILS. DESIGNER

SLOPED AREAS REQUIRE SPECIAL CONSIDERATIONS, INCLUDING

MAINTAINER PAD SHOWN IS FOR LEVEL IN EARTH APPLICATIONS.

PROJECT, AND SIZE SPECIFIC REQUIREMENTS.

DEEP. MAINTAINER PAD DIMENSIONS MAY BE MODIFIED BASED ON

THE MAXIMUM ASSUMED PLAN DIMENSIONS OF 1'-9" WIDE BY 1'-4"

THE MAINTAINER PAD DIMENSIONS ARE BASED ON A ENCLOSURE WITH

AS SPECIFIED IN PENNDOT PUB 408 SECTION 1201.2(b) 11.

PROVIDE MAINTAINER PAD FOR POLE/STRUCTURE MOUNTED ENCLOSURE






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

LINE

FINISHED GROUND

FOUNDATION

OF SLAB

PLACED AT CENTER

STEEL WIRE FABRIC

OR EPOXY COATED

4x4-W4xW4 GALVANIZED

OR BOND BREAKER

JOINT MATERIAL

•" EXPANSION

AS REQUIRED

SLOPE STABILIZER,

#57 COARSE AGGREGATE

1'-0" (MIN) THICK

WIRE MESH

POLE OR SIGN STRUCTURE SUPPORT

� FOUNDATION AND ITS DEVICE



OFSHEET 23

ITS-1201

8


GENERAL NOTES:

GENERAL NOTES

ITS JUNCTION BOXES

18.

17.

16

15

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

DELINEATOR NOTES

2.

1.



ELECTRODES AND CONDUCTORS. REFER TO PENNDOT PUB 408 SECTION 1201.3(e).

INSTALL PLASTIC MARKER TAPE DIRECTLY ABOVE ALL GROUNDING

PROVIDE GROUNDING AS SPECIFIED IN PENNDOT PUB 408 SECTION 1201.3(e)6.

BE LEFT AT DEVICE LOCATIONS.

50' OF SLACK SHALL BE LEFT IN INTERMEDIATE PULL BOXES AND 100' SHALL

BASED ON CABLE BENDING RADIUS.

TRANSITION FROM 3'-0" (MIN) DEPTH TO CENTER LINE OF JUNCTION BOX KNOCKOUTS

PENETRATIONS TO BLOCK SMALL ANIMALS.

PROVIDE SERPENT\RODENT SCREENS ON OPEN BOTTOM BOXES AND

THE SIZE AND TYPE OF CONDUIT SHALL BE SHOWN ON PLANS.

BE INSTALLED IN SEPARATE BOXES.

OR CONDUCTORS. ELECTRICAL CONDUIT AND CONDUCTORS SHALL

COMMUNICATION BOXES SHALL NOT CONTAIN ELECTRICAL CONDUIT

5'-0" OF ENCLOSURE OR BASED ON FIELD CONDITIONS.

LOCATE JUNCTION BOXES FOR POWER CIRCUIT AND COMMUNICATIONS WITHIN

A PULL WIRE SHALL BE INSTALLED IN THE EMPTY CONDUITS FOR FUTURE USE.

ROADWAY.

JUNCTION BOX LENGTH (LONG SIDE) SHALL BE PARALLEL TO THE

GRADE SURFACE.

JUNCTION BOXES SHALL BE INSTALLED FLUSH WITH THE FINISHED

BOX COVERS.

COMMISSION ELECTRIC CABLE" SHALL BE IMPRINTED ON ALL POWER JUNCTION

THE LEGEND "PENNDOT ELECTRIC CABLE" OR "PENNSYLVANIA TURNPIKE

ON ALL COMMUNICATION JUNCTION BOX COVERS.

TURNPIKE COMMISSION COMMUNICATION CABLE" SHALL BE IMPRINTED

THE LEGEND "PENNDOT COMMUNICATION CABLE" OR "PENNSYLVANIA

CONDITIONS AND AS INDICATED IN THE CONTRACT DOCUMENTS.

JUNCTION BOXES MAY BE INSTALLED IN THE SHOULDER BASED ON FIELD

JUNCTION BOXES SHALL NOT BE INSTALLED IN ROADWAYS OR DRIVEWAYS.

JUNCTION BOX. TO BE INSTALLED FOR IN EARTH APPLICATIONS.

676.3. CONCRETE APRON IS INCIDENTAL TO THE COST OF THE

INSTALL CONCRETE APRON IN ACCORDANCE WITH PENNDOT PUB 408 SECTION

MANUFACTURER.

THE CABLE BENDING RADIUS AS SPECIFIED BY THE CABLE

JUNCTION BOX SHOULD BE CHOSEN BASED ON APPLICATION AND

DRAWING BC-721M FOR JUNCTION BOX JB-25 DETAILS.

DETAILS OF JUNCTION BOXES JB-1, 2, 11, AND 12. REFER TO STANDARD

1201.2(c). REFER TO STANDARD DRAWING RC-81M AND RC-82M FOR

PROVIDE JUNCTION BOX IN ACCORDANCE WITH PENNDOT PUB 408 SECTION

DESIGN. PROVIDE DELINEATOR PER PENNDOT PUB 408 SECTION 937.

NUMBER>". TO BE APPROVED BY THE REPRESENTATIVE PRIOR TO COMPLETING

OR "PENNSYLVANIA TURNPIKE COMMISSION COMMUNICATION CABLE <PTC TMC PHONE

LABEL TO READ "PENNDOT COMMUNICATION CABLE <DISTRICT TMC PHONE NUMBER>"

EACH COMMUNICATION JUNCTION BOX ON THE SIDE FURTHEST FROM THE TRAVEL WAY.

INSTALL A ORANGE FLEXIBLE POST DELINEATOR WITH A LABEL ADJACENT TO

DESIGN. PROVIDE DELINEATOR PER PENNDOT PUB 408 SECTION 937.

NUMBER>". TO BE APPROVED BY THE REPRESENTATIVE PRIOR TO COMPLETING

OR "PENNSYLVANIA TURNPIKE COMMISSION ELECTRIC CABLE <PTC TMC PHONE

LABEL TO READ "PENNDOT ELECTRIC CABLE <DISTRICT TMC PHONE NUMBER>"

EACH POWER JUNCTION BOX ON THE SIDE FURTHEST FROM THE TRAVEL WAY.

INSTALL A RED FLEXIBLE POST DELINEATOR WITH A LABEL ADJACENT TO






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

9


SECTION C-C

(TYP)

CONCRETE APRON

CEMENT

BY DESIGN

CONDUIT SIZED

TRAVEL WAY (MOUNTED ON RACK TO SIDE WALL)

SPLICE ENCLOSUREBB

(MOUNTED ON RACK TO SIDE WALL)

SPLICE ENCLOSURE

LC

CC

AA

DD

BY DESIGN

CONDUIT SIZED

(TYP)

CONCRETE APRON

CEMENT

(T

YP)

1'-0"

(REQUIRED)

GROUND ROD

#10 AWG (TYP)

TRACER WIRE#10 AWG (TYP)

TRACER WIRE

(T

YP)

10"

VA

RI

ES

VA

RI

ES

4" (

MI

N)

MARKER TAPE

6" PLASTIC

MARKER TAPE

6" PLASTIC

(TYP)

CONCRETE APRON

CEMENT

KNOCKOUTS

(MI

N)

6"

(REQUIRED)

GROUND ROD

(REQUIRED)

GROUND ROD

AGGREGATE

#57 COARSE

AGGREGATE

#57 COARSE

AGGREGATE

#57 COARSE

(MOUNTED ON RACK TO SIDE WALL)

SPLICE ENCLOSURE

VARIES

VARIES

VARIES

(TYP)

CONCRETE APRON

CEMENT

(TYP)

1'-0"

KNOCKOUTS

(REQUIRED)

GROUND ROD

SEE NOTE 15

SEE NOTE 15

BY DESIGN

CONDUIT SIZED

BY DESIGN

CONDUIT SIZED

(MI

N)

(T

YP)

1'-0"

3'-0"

1'-0"

(T

YP)

3'-0"

(MI

N)

(REQUIRED)

GROUND ROD

BY DESIGN

CONDUIT SIZEDBY DESIGN

CONDUIT SIZED

#10 AWG (TYP)

TRACER WIRE

#10 AWG (TYP)

TRACER WIRE

PULL BOX (COMMUNICATIONS JUNCTION BOX)

NOT TO SCALE

LC

CL

LC

(REQUIRED)

GROUND ROD

AGGREGATE

#57 COARSE

VARIES

KNOCKOUTS

VA

RI

ES

BY DESIGN

CONDUIT SIZED

(T

YP)

10"

(TYP)

1'-0"

4" (

MI

N)

VA

RI

ES

VA

RI

ES

KNOCKOUTS

(MI

N)

6"

AGGREGATE

#57 COARSE

1'-0"

(TYP)

(T

YP)

1'-0"

TRAVEL WAY

1'-0"

(TYP)

(TYP)

1'-0"

4" (

MI

N)

AGGREGATE

#57 COARSE

(TYP)

CONCRETE APRON

CEMENT

(MI

N)

6"

(T

YP)

10"

VA

RI

ES

AGGREGATE

#57 COARSE

SECTION D-D

(REQUIRED)

GROUND ROD

AGGREGATE

#57 COARSE

VA

RI

ES

BY DESIGN

CONDUIT SIZED

(TYP)

1'-0"

4" (

MI

N)

AGGREGATE

#57 COARSE

(TYP)

CONCRETE APRON

CEMENT

(MI

N)

6"

(T

YP)

10"

VA

RI

ES

AGGREGATE

#57 COARSE

PLAN VIEW

CL

CL

CL

CL

(NOTE JB-12 DEPICTED FOR GRAPHICAL PURPOSES ONLY)

#10 AWG (TYP)

TRACER WIRE

#10 AWG (TYP)

TRACER WIRE

#10 AWG (TYP)

TRACER WIRE

#10 AWG (TYP)

TRACER WIREBUSHING

CONDUIT OR

BUSHING

CONDUIT OR

BUSHING

CONDUIT OR

BUSHING

CONDUIT OR

BUSHINGCONDUIT OR

BUSHINGCONDUIT OR

NOT TO SCALE

PLAN VIEW

(NOTE JB-12 DEPICTED FOR GRAPHICAL PURPOSES ONLY)

SPLICE BOX (COMMUNICATIONS JUNCTION BOX)

SECTION A-A

SECTION B-B

DETAILSITS JUNCTION BOXES






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

OFSHEET 23

ITS-1201

10

90° 90°

SH

OU

LD

ER

VA

RI

ES

BRIDGE BARRIERGUIDE RAIL

TYPE 2-S

TRANSITION GUIDE RAIL

TYPE 2-S APPROACH END

90°

SH

OU

LD

ER

VA

RIE

S


GENERAL NOTES:

AND CONDUIT PLAN VIEWITS JUNCTION BOXES

GUIDE RAIL

EDGE OF TRAVEL LANE

BY DESIGN

CONDUIT SIZED

3'-0"

(MI

N)

BY DESIGN

CONDUIT SIZED

5'-0"

(T

YP)

BY DESIGN

CONDUIT SIZED

3'-0"

(MI

N)

3'-1•"

(TYP)

45° DEG (MAX) 45 DEG (MAX)

45° DEG (MAX)

1'-6ƒ"

(TYP)

FOR ENTRY INTO STRUCTURE

SEE ITS-1201 SHEET 17

VARIES

BRIDGE APPROACH END CONDUIT DETAIL (PLAN VIEW)



ITS JUNCTION BOX (PLAN VIEW)

NOT TO SCALE

TYPICAL FOR RECONSTRUCTION OR NEW CONSTRUCTION

TYPICAL FOR RECONSTRUCTION OR NEW CONSTRUCTION

NOT TO SCALE

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

FLEXIBLE DELINEATOR POST

JUNCTION BOX (SEE NOTE 7)



(SEE NOTE 7)

JUNCTION BOX


CODE AND ALL APPLICABLE CODES.

ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF NFPA 70, NATIONAL ELECTRIC

AVOID INSTALLATION OF JUNCTION BOXES WITHIN PAVED SHOULDER AREA.

2-S GUIDE RAIL SECTION.

TRANSITION CONDUIT FROM BEHIND THE GUIDE RAIL TO THE SHOULDER IN THE TYPE

POSSIBLE, BEYOND THE GUIDE RAIL.

BRIDGE APPROACHES BEYOND THE TYPE 2-S APPROACH END TRANSITION AND IF

AND AS APPROPRIATE FOR THE JUNCTION BOX LOCATION. LOCATE JUNCTION BOX AT

PROVIDE JUNCTION BOX IN ACCORDANCE WITH PENNDOT PUB 408 SECTION 1201.2(c)

LENGTHS.

TYPE AND COMPLEXITY OF RUN. DO NOT EXCEED MANUFACTURERS RECOMMENDED PULL

PROVIDE SPACING BETWEEN COMMUNICATION JUNCTION BOXES BASED ON CABLE SIZE,

DELINEATOR NOTES

PENNDOT PUB 408 SECTION 937. PROVIDE LABEL AS INDICATED ON ITS-1201 SHEET 8

PASSES UNDER THE EDGE OF SHOULDER. PROVIDE DELINEATION DEVICES PER

INSTALL FLEXIBLE DELINEATOR POST AT THE LOCATION WHERE THE CONDUIT

DO NOT EXCEED 45 DEGREES TO THE SHOULDER CENTER LINE.

INSTALL CONDUIT SWEEP AT AN ANGLE THAT ACCOMMODATES THE CABLE BEND RADIUS.

INSTALL CONDUIT INTO JUNCTION BOX AT 90 DEGREE ANGLE.

MAINTAIN CLEAR ACCESS.

KEEP JUNCTION BOX SUFFICIENTLY CLEAR OF GUIDE RAIL OR OTHER OBSTRUCTIONS TO

INFRASTRUCTURE.

CONTACT THE REPRESENTATIVE PRIOR TO DESIGN FOR INSTALLATIONS AT EXISTING

THE DETAILS DEPICTED ARE FOR RECONSTRUCTION OR NEW CONSTRUCTION PROJECTS.






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

11

CL

THE FINAL BURIAL DEPTH OF THE CONDUIT(S) IN ORDER TO

TRAVERSE NONMOVABLE OBJECT CONFLICTS.

WHERE CONDUITS ARE TO BE INSTALLED OVER EXISTING UNDERGROUND

THE CONTRACTOR SHALL INSTALL THE CONDUIT TO PASS

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING

DAMAGE TO ANY UNDERGROUND INFRASTRUCTURE DURING CONSTRUCTION.


PVC TO BE USED FOR ALL UNDERGROUND APPLICATIONS AS REQUIRED BY DESIGN.

TRANSITION WITH A COUPLING TO RGS CONDUIT OR OTHER AS REQUIRED BY

1.

2.

3.

4.

5.

6.

7.

8.

9.


SEE NOTE 2MATERIALBACKFILL

PAVEMENTEDGE OF

CONDUIT LOCATED BEHIND

GUIDE RAIL

SLOPE MAY VARY

GENERAL NOTES:

CONDUIT LOCATED IN FRONT

OF GUIDE RAIL

FINISHED GRADE

VARIES

CONDUIT INSTALLATION TYPICAL DETAIL

EXISTING DRAIN PIPES OR UTILITIES

4" 4"

2"

6" PLASTIC WARNING TAPE

LESS

IF THE AMOUNT OF COVER OVER THE ENCASEMENT IS LESS THAN 6",

10.

ARE LESS THAN 3'-0" DEEP, THE CONTRACTOR SHALL ENCASE THE CONDUIT IN

CLASS C CEMENT CONCRETE FOR THE ENTIRE LENGTH OF THE CONDUIT THAT

IS INSTALLED AT A DEPTH OF LESS THAN 3'-0".

INFRASTRUCTURE (I.E., EXISTING UTILITY OR DRAINAGE STRUCTURE) WHICH

BELOW THE UNDERGROUND INFRASTRUCTURE.

UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR ANY

UTILITY LOCATIONS WILL BE VERIFIED AT LEAST 100' IN ADVANCE

OF TRENCHES, PLOWING OR BORING, SO THAT CHANGES IN CONDUIT

PLACEMENT CAN BE MADE IN THE EVENT OF CONFLICT.

VERTICAL AND 1'-6" HORIZONTAL OR A CLEARANCE DICTATED BY MUNICIPAL

1'-0"

4"

1'-0"

3'-0" OR

BY DESIGNCONDUIT SIZED

SEE NOTE 7

STRUCTUREDRAINAGE

EXISTING UTILITY OR

NOT TO SCALE

NOT TO SCALE

3'-0" (

MI

N)

SEE NOTE 7BY DESIGNCONDUIT SIZED

ITS CONDUIT AND TRENCH DETAILS

(TYP)

DIRECTED BY THE ENGINEER

3'-0" (MIN) OR AS

DIRECTED BY THE ENGINEER

5'-0" (MIN) OR AS

THE CONTRACTOR, WITH APPROVAL FROM THE REPRESENTATIVE, MAY ADJUST

DESIGN THAT IS APPROVED FOR ABOVE GROUND APPLICATIONS.


SECTION A-A

BACKFILL IN ACCORDANCE WITH PENNDOT PUB 408 SECTION 1201.3(e).

EXISTING UNDERGROUND UTILITY A MINIMUM CLEARANCE OF 1'-0"

CODE AND OR UTILITY OWNER SHALL BE MAINTAINED.

INSTALL PLASTIC WARNING TAPE DIRECTLY ABOVE ALL CONDUITS. PLACE

PLASTIC WARNING TAPE IN ACCORDANCE WITH PENNDOT PUB 408

1'-0" (MIN) DEPTH6" PLASTIC MARKER TAPE

EXISTING UNDERGROUND UTILITY

(ON TOP OF CLASS C CEMENT CONCRETE)


A VARIES

A

CONCRETE

CLASS C CEMENT

BY DESIGNCONDUIT SIZED

2'-0"

6"

(MI

N)

3'-0" (

MI

N)

(ON TOP OF CLASS C CEMENT CONCRETE)


6" (MIN)

SIZE AND TYPE OF CONDUITS SHALL BE SHOWN ON THE CONTRACT DRAWINGS

#10 AWG (TYP)

TRACER WIRE

#10 AWG (TYP)

TRACER WIRE

#10 AWG (TYP)

TRACER WIRE

11.

ELECTRIC CODE. DO NOT STACK CONDUITS VERTICALLY.WITHIN THE SAME TRENCH. SEPARATE CONDUITS BASED ON NFPA 70, NATION SAME CONDUIT. COMMUNICATION AND ELECTRIC CONDUITS MAY BE INSTALLEDCOMMUNICATIONS AND ELECTRIC CABLES SHALL NOT BE INSTALLED IN THE

SECTION 1201.3(e)1.

#10 AWG (TYP)TRACER WIRE

DRAINAGE STRUCTUREEXISTING UTILITY OR

CONDUIT INSTALLATION DETAIL BELOW

EXISTING DRAIN PIPES OR UTILITIES

NOT TO SCALE

CONDUIT INSTALLATION DETAIL ABOVE

IF PROPOSED CONDUIT IS CROSSING OR IN CLOSE PROXIMITY TO AN






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

12

NOT ACCEPTABLE:

ACCEPTABLE:

2.

1.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

CONDUIT GENERAL NOTESSTRUCTURE MOUNTED ITS


GENERAL NOTES:

DESIGN NOTES:

COMPOSITE SLAB.

INCREASED UP TO 4" IN ADDITION TO THE ORIGINAL 5"

UP TO 4" AND SLAB THICKNESS BETWEEN BEAMS

1'-6". IN THIS CASE CORNERS OF BEAMS CHAMFERED

ON COMPOSITE ADJACENT BOXES WHEN SPREAD UP TO

DEPARTMENT REPRESENTATIVE'S APPROVAL.

TO THE CHIEF BRIDGE ENGINEER'S AND/OR, THE

UNDER OVERHANG, IF ABSOLUTELY NECESSARY, SUBJECT

UNDER DIVISOR, IF IN EXISTENCE.

BETWEEN BEAMS ON SPREAD BEAM BRIDGES (I OR BOX).

3.

2.

1.

LOCATION OF CONDUITS CARRYING ELECTRICAL POWER:

NEAR THE MID-SPAN/PIER.

800'. FOR BRIDGES > 800', JUNCTION BOX SHOULD BE LOCATED

COVER PLATE LOCATED OUTSIDE THE ABUTMENTS FOR BRIDGES <

PROVIDE A GALVANIZED CONDUIT ACCESS BOX WITH A REMOVABLE

ANY CONDUIT SUPPORT LOCATION.

CONDUIT ACCESS BOX SHALL BE LOCATED 1'-8" MIN. CLEAR FROM

PERMITTED TO MEET THIS CRITERIA.

LOCATION. UNEQUAL SPACING OF THE EXPANSION COUPLING IS

1'-8" OF ANY CROSS-FRAME OR AUXILIARY CONDUIT SUPPORT

EXPANSION COUPLING SHALL NOT BE POSITIONED AT OR WITHIN

CONTRACTION.

8" TOTAL STROKE IS AVAILABLE, 4" FOR EXPANSION AND 4" FOR

THAT A T=68 DEG F THE FEMALE CONDUIT IS AT THE ZERO POINT.

EXPANSION COUPLING, 8" TOTAL STROKE MUST BE INSTALLED SUCH

DOUBLE NUT AT ALL LOCATIONS THAT NUTS ARE SHOWN.

SUPPORTS AT A MAXIMUM 12'-6" SPACING.

ALTERNATE INTERMEDIATE DIAPHRAGMS AND AUXILIARY CONDUIT

FUTURE CABLES.

EACH INNER-DUCT SHALL HAVE A PULL WIRE FOR INSTALLATION OF

CONDUIT TO INCORPORATE FOUR 1‚" PVC INNER-DUCTS.

DETAILS.

STRUCTURES WITH CATHODIC PROTECTION REQUIRE SPECIAL

PARAPET).

(INCLUDE HORIZONTAL ACCIDENTAL IMPACT ON RAILING AND

CONDUIT IS SUSPENDED FROM OVERHANGING SLAB OR DIVISOR

FURNISH COMPUTATIONS IN ANY CASE FOR ADJACENT BEAMS WHEN

IS LOCATED BETWEEN BEAMS AND IS MORE THAN 5 LBS. PER FT.

FURNISH COMPUTATIONS FOR ADJACENT BEAMS WHEN CONDUIT LOAD

TO PERMIT DISSIPATION OF THE DEVELOPING HEAT.

APPROVED BY THE CHIEF BRIDGE ENGINEER) ARE MADE

BARRIERS UNLESS SPECIAL PROVISIONS (TO BE

EMBEDMENT OF SUCH PIPES IN CURBS & BRIDGE

BEAMS.

EMBEDMENT OF SUCH PIPES IN P/S ADJACENT BOX

SUPPORT DETAILS FOR PRESTRESSED CONCRETE BRIDGES.

REFER TO BC-794M FOR UTILITY ATTACHMENT AND

EXPENSE TO THE DEPARTMENT AND RETEST.

DUCTS. REPLACE DAMAGED CONDUIT SECTION AT NO

DIAMETER THAN THE INTERNAL DIAMETER OF THE INNER

ROD ALL DUCTS WITH A MANDREL 10% SMALLER IN

COLOR.

PRIMER AND APPLY FINISH COAT TO MATCH STEEL BEAM

HARDWARE TO BE EITHER GALVANIZED OR ZINC RICH

ALL HANGER, SUPPORTS AND THEIR ASSOCIATED

MAY BE.

FABRICATOR AND/OR BRIDGE CONTRACTOR AS THE CASE

DELIVERED BY THE CONDUIT COMPANY TO THE P/S BEAM

ACCOMMODATION OF CONDUIT IS TO BE FURNISHED AND

(SUPPLIED BY CONTRACTOR), REQUIRED FOR THE

ANY ACCESSORIES, EXCEPT STRUCTURAL STEEL

AND APPROVED BY THE CHIEF BRIDGE ENGINEER.

BEAMS MUST BE EVALUATED ON A CASE BY CASE BASIS

DRILLING IN P/S BEAMS OR FIELD WELDING OF STEEL

ENGINEER'S APPROVAL IS REQUIRED.

ABSOLUTELY NECESSARY. IF NECESSARY, CHIEF BRIDGE

DO NOT ATTACH CONDUIT UNDER THE OVERHANGS UNLESS

(EXCEPTIONS AT END SPANS SUBJECT TO APPROVAL).

EXTEND NO CONDUIT BELOW THE BOTTOM OF THE BEAMS

INFRASTRUCTURE.

PRIOR TO DESIGN FOR INSTALLATIONS AT EXISTING

CONSTRUCTION PROJECTS. CONTACT THE REPRESENTATIVE

ITS-1201 SHEET 18 ARE FOR RECONSTRUCTION OR NEW

THE DETAILS DEPICTED ON ITS-1201 SHEET 13 THROUGH

8.

7.

6.

5.

4.

3.

2.

1.






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

13

TOP OF DECK

(TYP)

MAXIMUM SPACINGSUPPORT LOCATION

AUXILIARY CONDUIT

SUPPORT LOCATION

AUXILIARY CONDUIT

(ITEM ____-____)

FABRICATED STRUCTURAL STEEL

INCIDENTAL TO LUMP SUM

(ITEM ____-____)



"412

"214

(ITEM ____-____)



1' 6" 0 1' 2'

8" MOVEMENT

EXPANSION FITTING

1' 6" 0 1' 2'

8" MOVEMENT

EXPANSION FITTING

1' 6" 0 1' 2'

1' 6" 0 1' 2'

8" MOVEMENT

EXPANSION FITTING

1' 6" 0 1' 2'

1' 6" 0 1' 2'

BEND LINE BEND LINE

(IN

SID

E)

HOLE IN EACH END

PLAN END VIEW (SEE SECTION A-A)

1' 6" 0 1' 2'

STEEL BEAMSSTRUCTURE MOUNTED ITS CONDUIT


EXPANSION JOINTS

PIER CONDUIT SUPPORT DETAIL WITHOUT

DETAIL A

BACK-TO-BACK EXPANSION JOINTS

PIER CONDUIT SUPPORT DETAIL WITH

DETAIL B

ONE EXPANSION JOINT


DETAIL C

AND MODIFIED JUNCTION BOX



DETAIL D

(DEVELOPED)

DETAIL PLATE Y

(DEVELOPED)

DETAIL PLATE ZWITHOUT EXPANSION JOINTS

PIER CONDUIT SUPPORT DETAIL

DETAIL E

MODIFIED JUNCTION BOX DETAIL

1'-1"

"21

6

11"

"21

8

LOCATION (TYP)

CONDUIT SUPPORT

"214

12'-6"

1" (

TY

P)

1'-6" (INSIDE)

9"

"21

7

(UNDERSIDE COVER PLATE MOUNT)

FLAT HEAD, STRAIGHT SLOT

BRASS OR STAINLESS STEEL,

COVER PLATE SCREWS SHALL BE

LOCATION (TYP)

CONDUIT SUPPORT

8"

SQ

LOCATION (TYP)

CONDUIT SUPPORT

A

A

A

A

ITS-1201 SHEET 14 (TYP)

SEE HANGER DETAIL,

LOCATION (TYP)

CONDUIT SUPPORT

SECTION A-A

LOCATION (TYP)

CONDUIT SUPPORT

11"

STEEL CONDUIT

MULTI-CELL GALVANIZED DOUBLE NUT & WASHER

THREADED ROD

SEE DETAIL PLATE Y

BENT PLATE

ANGLE

* AS REQUIRED BY DESIGN

*HANGER ROD

THREADED

SEE DETAIL PLATE Z

BENT PLATE

NUTS & WASHERS

U-BOLT WITH DOUBLE

*

PLATE

THICKNESSCOVER PLATE

*

ANGLE

FOR CONDUIT

COUPLINGS

BENT PLATE

ANGLE

SEE MODIFIED JUNCTION BOX DETAIL

MODIFIED JUNCTION BOX JB-25

HANGER ROD

THREADED

BENT PLATE

ANGLE

HANGER ROD

THREADED

*

NUTS & WASHERS

U-BOLT WITH DOUBLE

BENT PLATE

ANGLE

HANGER ROD

THREADED

*

& WASHERS

U-BOLT WITH DOUBLE NUTS

BENT PLATE

ANGLE

HANGER ROD

THREADED

SEE MODIFIED JUNCTION BOX DETAIL

MODIFIED JUNCTION BOX JB-25

*






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

14

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

PIER

(TYP)

PIER

A

A A B

B A B AOR E

OR E OR D

A

B A C

(TYP)

DETAIL, THIS SHEET

SEE HANGER

A E

B

C

D

E

D

AND WASHERS (TYP)

GALVANIZED DOUBLE NUTS

FOR STEEL BEAMSSUPPORT CONFIGURATIONS



CONDUIT SUPPORT CONFIGURATION: SINGLE SPAN BRIDGE

CONDUIT SUPPORT CONFIGURATION LEGEND

HANGER DETAIL

ROLLER (TYP)

NON-CONDUCTIVE, POLYURETHANE

NOT TO SCALE

CONDUIT APPROACH DETAIL












USE DETAIL C ON ITS-1201 SHEET 13 AT PIER ADJACENT TO

USE DETAIL A ON ITS-1201 SHEET 13 UNLESS APPLIES.

USE DETAIL B ON ITS-1201 SHEET 13 UNLESS APPLIES.

USE DETAIL D ON ITS-1201 SHEET 13 IF THE BRIDGE LENGTH IS

USE DETAIL E ON ITS-1201 SHEET 13 IF THE BRIDGE LENGTH IS

MIDDLE OF THE BRIDGE.

GREATER THAN 600' AND THIS PIER IS CLOSEST TO THE



OF SPANS ONLY.

ABUTMENT 2 ON MULTI-SPAN BRIDGES WITH EVEN NUMBER

MULTI-SPAN BRIDGE WITH EVEN NUMBER OF SPANS

CONDUIT SUPPORT CONFIGURATION:

MULTI-SPAN BRIDGE WITH ODD NUMBER OF SPANS


STEEL CONDUIT

MULTI-CELL GALVANIZED

THREADED HANGER ROD






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

15

LOCATION

SUPPORT

CONDUIT

TOP OF DECK

PIER �

LOCATION

SUPPORT

CONDUIT

(ITEM ____-____)



(ITEM ____-____)



1' 6" 0 1' 2'

8" MOVEMENT

EXPANSION FITTING

1' 6" 0 1' 2'

8" MOVEMENT

EXPANSION FITTING

1' 6" 0 1' 2'

PIER

BY DESIGNER)

(TO BE DETERMINED

DIAPHRAGM �DIAPHRAGM �

CONDUIT CONCRETE BEAMSSTRUCTURE MOUNTED ITS


EXPANSION JOINTS

PIER CONDUIT SUPPORT DETAIL WITHOUT

DETAIL A

ONE EXPANSION JOINT


DETAIL C



DETAIL B

I-B

EA

M

VARIES

OP

ENIN

G

UTILIT

Y

ITS-1201 SHEET 16 (TYP)

SEE HANGER DETAIL,PIPE SLEEVE

STEEL CONDUIT


PIPE SLEEVE PIPE SLEEVE






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

16

AT ABUTMENTS

BRG.

� BRG. TO �

BRIDGE LENGTH

FOR CONCRETE BEAMSSUPPORT CONFIGURATIONS



CONDUIT SUPPORT CONFIGURATION: SINGLE SPAN BRIDGE

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

ABUTMENT

(TYP)

PIER

(TYP)

PIER

A

A A B

B A B AOR D

A

B A C

A E

B

C

D

D

AND WASHERS (TYP)

GALVANIZED DOUBLE NUTS

AT ABUTMENTS

CLASSIFICATION

MOVEMENT

< 200' 4"

200' TO 500' 6"

501' TO 700' 8"

701' TO 1000' 10"

1001' TO 1200' 14"

1201' TO 1400' 16"

1401' TO 1600' 20"

NOTE:

TABLE OF BRIDGE EXPANSION

CONDUIT SUPPORT CONFIGURATION LEGEND

HANGER DETAIL

NOT TO SCALE





THIS SHEET (TYP)

SEE HANGER DETAIL









USE DETAIL A ON ITS-1201 SHEET 15 UNLESS APPLIES.

USE DETAIL B ON ITS-1201 SHEET 15 UNLESS APPLIES.

USE DETAIL C ON ITS-1201 SHEET 15 AT PIER ADJACENT TO

USE DETAIL E ON ITS-1201 SHEET 13 IF THE BRIDGE LENGTH IS

ROLLER (TYP)

NON-CONDUCTIVE, POLYURETHANE


ABUTMENT 2 ON MULTI-SPAN BRIDGES WITH EVEN NUMBER

OF SPANS ONLY.


MULTI-SPAN BRIDGE WITH EVEN NUMBER OF SPANS


MULTI-SPAN BRIDGE WITH ODD NUMBER OF SPANS


MOVEMENT CLASSIFICATION.

REQUIRE DESIGN COMPUTATIONS FOR

STRUCTURE LENGTH OVER 1600' WILL

THREADED HANGER ROD

STEEL CONDUIT







CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

17

APPROACH DETAIL SHEETSTRUCTURE MOUNTED ITS CONDUIT


SUB-BASE* APPROACH SLAB*

(ROADWAY ITEM)

JUNCTION BOX

CONDUIT

VARIES

COUPLING AS REQUIRED

GALVANIZED STEEL

(TYP)

BACKFILL*

STRUCTURE

ENCASEMENT

CLASS C CONCRETE

1'-8" X 1'-8"

GEOGRID*

END DIAPHRAGM

ABUTMENT

� BRG.

TOP OF DECK

HANGER

CONDUIT

AUXILIARY

(ITEM ____-____)



EXPANSION FITTING

(BELOW CONDUIT ONLY)

ROLLER SUPPORT

1' 6" 0 1' 2'

* INCIDENTAL TO APPROPRIATE PAY ITEM.

2. FOR APPROACH SLAB DETAIL, SEE CONTRACT DOCUMENTS.

AGAINST THE EARTH.

OR FORMED. BOTTOM FACE SHALL BE CAST

1. SIDE FACES MAY BE CAST AGAINST THE EARTH

GENERAL NOTES:

2'-0"

6"

LIMITS OF CONCRETE ENCASED GALVANIZED STEEL CONDUIT PROTECTIVE COATING/TAPIN

LIMITS OF APPROACH SLAB

ABUTMENT

JOINT

EXPANSION

(MIN)

6"

(T

YP)

4" (

MI

N)

APPROACH DETAIL

CONDUIT

SL

AB

DE

PT

H

AP

PR

OA

CH

AS

RE

QUIR

ED

BY

DE

SIG

N

AS

RE

QUIR

ED

BY

DE

SIG

N

PIPE SLEEVE

CONDUIT

INSTALLATION OF

ROD MATERIAL AFTER

AND SLEEVE WITH BACKER

FILL VOID BETWEEN PIPE

STEEL CONDUIT

GALVANIZED

STEEL CONDUIT


STEEL CONDUIT


(MIN)

6"






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

18

TYPICAL END DIAPHRAGM CONDUIT SUPPORT DETAIL

CONDUIT CENTERED BETWEEN GIRDERS

MULTI-CELL GALVANIZED STEEL

1' 6" 0 1' 2'

TYPICAL INTERMEDIATE DIAPHRAGM CONDUIT SUPPORT DETAIL



1' 6" 0 1' 2'



TYPICAL AUXILIARY CONDUIT SUPPORT

1' 6" 0 1' 2'

STRUCTURAL STEEL ITEM (TYP)

INCIDENTAL TO FABRICATED

END DIAPHRAGM

PARALLEL TO DECK SLAB

DECK SLAB SUPPORT BEAM



1' 6" 0 1' 2'

STEEL BEAM DETAILSSTRUCTURE MOUNTED ITS CONDUIT


REFER TO BC-754M

3" (

MIN)

NOTE: FOR DIAPHRAGM DETAIL

AS REQUIRED BY DESIGN

AS REQUIRED BY DESIGNAS REQUIRED BY DESIGN








CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

2" (

MIN)



OFSHEET 23

ITS-1201

ITS DEVICE GROUNDING DETAILS

19


GROUND ROD PLACEMENT DETAIL

"SPHERE OF INFLUENCE"

(TYPICAL)

(TYPICAL EACH POLE)

GENERAL NOTES:

120 DEG

FOUNDATION

ENCLOSURE

SUPPORT

SIGN STRUCTURE

DEVICE POLE OR

(T

YP)

2'-0"

(MIN)

TO GROUND ROD C

TO GROUND ROD D

GROUND WIRE (TYP)

#2 AWG BARE COPPER

1" DIAMETER CONDUIT

GROUND ROD A

GROUND ROD B

GROUND WIRE (MIN)

#4 AWG BARE COPPER

NOT TO SCALE

NOT TO SCALE

GROUND ROD B

TR

AV

EL

WA

Y

SH

OU

LD

ER

SH

OU

LD

ER

REQUIREMENTS

ZONE

PER CLEAR

20'-0"

(T

YP)

GROUND ROD D

MAIN GROUND ROD A

GROUND ROD C

"SPHERE OF INFLUENCE"

TR

AV

EL

WA

Y

SH

OU

LD

ER

SH

OU

LD

ER

REQUIREMENTS

ZONE

PER CLEAR

20'-0"

(T

YP)

MAIN GROUND ROD A

FOUNDATION

POLE

GROUND ROD D

GROUND ROD B

GROUND ROD C

FOUNDATION

STRUCTURE

SIGN

(TYPICAL)

90 DEG

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

GROUND ROD PLACEMENT DETAIL

NOT TO SCALE

(TYPICAL EACH SIGN STRUCTURE SUPPORT)

20'-0" (MIN)

(SEE RC-80M FOR GROUNDING REQUIREMENTS)

1'-0"

(GROUND LUG)

TO STRUCTURE

COPPER GROUND WIRE

#4 AWG (MIN) BARE

TO GROUND BAR

COPPER GROUND WIRE

#4 AWG (MIN) BARE

GROUNDING DETAIL FOR POLE AND STRUCTURE MOUNTED ITS ENCLOSURE

10'-0" RADIUS EACH

10'-0" RADIUS EACH

SEE NOTE 8

COPPER CLAD GROUND ROD (TYP)

ƒ" DIAMETER X 10'-0" LONG

LEGAL RIGHT-OF-WAY

LEGAL RIGHT-OF-WAY



NATIONAL ELECTRIC CODE LATEST EDITION.

ALL GROUND CONDUCTORS SHALL BE SIZED ACCORDING TO THE

AND SHALL NOT BE PLACED UNDER THE MAINTAINER PAD.

MAIN GROUND ROD (A) TO BE PLACED ADJACENT TO THE POLE OR SIGN STRUCTURE SUPPORT

SHALL COMPLY WITH PENNDOT PUB 408 SECTION 1201.3(b)8 REPORTING REQUIREMENTS.

OHMS OR LESS IS ACHIEVED; REFER TO GROUND ROD PLACEMENT DETAILS. GROUND TESTING

RESULTS ARE HIGHER THAN 25 OHMS THEN ADDITIONAL GROUND RODS SHALL BE PLACED UNTIL 25

CONTRACTOR SHALL TEST THE GROUND ROD BY PERFORMING A SOIL RESISTIVITY TEST. IF TEST

GROUNDING SYSTEM SHALL BE PLACED WITHIN THE LEGAL RIGHT-OF-WAY.

CONDUCTORS AT A DEPTH OF 6".

INSTALL PLASTIC WARNING TAPE DIRECTLY ABOVE ALL GROUNDING ELECTRODES AND

MAINTAIN ELECTRICAL CONTINUITY.

COPPER FLAT SURFACES SHALL BE BOLTED, WELDED, OR BRAZED SECURELY TO FRAMEWORK TO

#2 BARE TINNED COPPER CONDUCTOR SHALL BE USED TO INTER-CONNECT GROUND RODS.

TO MEET THE GROUND RESISTANCE REQUIREMENTS IN THE CONTRACT DOCUMENTS. AN AWG

GROUND ROD A IS REQUIRED, GROUND RODS B, C, AND D WILL BE REQUIRED AS NECESSARY

THREE AUXILIARY GROUND RODS.

GROUND ROD FOR INSTANCES WHEN CONDITIONS WILL NOT ALLOW FOR THE INSTALLATION OF THE

THE CONTRACTOR MAY, UPON APPROVAL OF THE REPRESENTATIVE, INSTALL A 30' SECTIONAL

ALL CONNECTIONS SHALL BE EXOTHERMICALLY WELDED TO GROUND RODS OR BRASS LUGS.






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

20

.

.

.

.

.

.

.

. .

.

.

.

.

.

. .

.

.

. .

.

.

.

.

.

.

.

..

.

..

.

.

.

.

.

.

.

.

..

.

.

.

.

.

.

.

.

.

GROUND ON SERVICE POLE AND TRANSITION WITH A COUPLING

BREAKERS UNLESS FUSES ARE RECOMMENDED BY MANUFACTURER.



METER BASE TO BE INSTALLED ON CHANNEL STRUT MOUNTED BETWEEN

TWO 3" STEEL PIPES ENCASED IN CONCRETE AWAY FROM VEHICLE AND

PEDESTRIAN TRAFFIC. THERE MUST BE 3' OF CLEAR WORKING SPACE

IN FRONT OF THE METER.

THIS DRAWING DEPICTS A TYPICAL REMOTE-PEDESTAL MOUNT METER

AND MAIN DISCONNECT. LOCAL UTILITY APPROVAL MUST BE OBTAINED.

REFER TO PENNDOT PUB 646, INTELLIGENT TRANSPORTATION SYSTEMS

DESIGN GUIDE, CHAPTER 8 FOR POWER CONSIDERATIONS, POWER

REQUIREMENTS.


AS

RE

QUI

RE

D

BY

DE

SI

GN

FI

EL

D

LO

CA

TE

GRADEREQUIRED)

WIDTH (AS

STRUT (TYP)

GALVANIZED CHANNEL

CLAMP

GALVANIZED

PIPE/CONDUIT

CHANNEL STRUT

BOX (IF REQUIRED)

DEMARCATION

COMMUNICATION

CONDUIT

3" PVC

(TYP)

3" PIPE CAP

CONDUIT

3" RGS

SUPPORT

3" RGS

3" PIPE CAP

3" RGS SUPPORT

GROUNDING

SYSTEM

FRONT VIEW SIDE VIEW

TYPICAL UTILITY PEDESTAL

DETAIL "A"

POST CONNECTION DETAIL

GENERAL NOTES:

PROTECTOR

SURGE

BUS

NEUTRAL

CIRCUIT BREAKER

BUS

GROUNDING

CABINET

CONTROLLER ASSEMBLY

BY THE UTILITY.

PROVIDED AS REQUIRED

THIS CONDUCTOR TO BE

BACK OF UTILITY PEDESTAL

(IF REQUIRED) TO BE MOUNTED ON

COMMUNICATION DEMARCATION BOX

SWITCH

DISCONNECT

MAIN

PER N.E.C

APPROVED GROUND

CHANNEL STRUT (TYP)

GALVANIZED

CHANNEL STRUT

GALVANIZED

RGS POST

3•" O.D.

DETAIL (TYP)

SEE POST CONNECTION

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

1.

2.

3.

4.

6.

5.

USE RGS CONDUIT FROM MAIN DISCONNECT TO WITHIN 6" OF THE

NOT TO SCALE

NOT TO SCALE

9" (MIN)

(TYP)

CONDUIT

3" RGS

BE

TW

EE

N 3'-0"

& 5'-0"

FOUNDATION (TYP)

CONCRETE

CEMENT

CLASS A

#4 AWG (MIN)

#4 AWG (MIN)

3'-0" (

MI

N)

COORDINATE WITH THE REPRESENTATIVE.

PROVIDE LOCKING MECHANISM FOR MAIN DISCONNECT SWITCH.

(BASED ON SITE)

VARIES

LC

TO DEVICE CONTROLLER

120 V. RECEPTACLE

120/240 VOLTS

PROTECTOR

SURGE

ENCLOSURE

SERVICE DISCONNECT

UNGROUNDED CONDUCTOR

GROUNDED CONDUCTOR (NEUTRAL)

BASE

METER

BASE

METER

N L1 L2

100 AMP (MIN)

30 AMP

UTILITY COMPANY

REQUIRED BY THE

100 AMP (MIN) OR AS

SERVICE DISCONNECT,

SYSTEM

ELECTRODE

GROUNDING

SERVICE

GROUND WIRE

#4 AWG (MIN)

UTILITY SERVICE DETAIL

CONDITIONING, SOLAR POWER, OPTIONAL, AND UTILITY BILLING

METER (IF REQUIRED)

TO PVC CONDUIT TO FIRST JUNCTION BOX. USE CIRCUIT






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

21

WOODEN UTILITY POLEUTILITY SERVICE DETAIL


~

(SEE NOTE 5)

2" EXPOSED RGS CONDUIT

(BACK VIEW)

WOODEN UTILITY POLE ELEVATION

UTILITY COMPANY

SERVICE BY

SERVICE CONNECTION

UTILITY POINT OF

RGS CONDUIT

1 1/2" EXPOSED

BOTTOM)

CONDUIT TOP AND

CONDUIT (GROUND

1" EXPOSED RGS

EXOTHERMIC WELD

GROUND ROD


(SEE NOTE 2)

DISCONNECT

PRIMARY SERVICE

(SEE NOTES 3 AND 4)

UTILITY COMPANY

ABOVE GRADE ACCORDING TO

INTERFACE BOX, HEIGHT

METER SOCKET/NETWORK

ENTRANCE CAP

WEATHERPROOF SERVICE

(TYP)

MESSENGER CABLE

(TYP)

WIRE CLAMP

(TYP)

STRAPS

CABLE

(TYP)

ATTACHMENT PLATE

CABINET

SERVICE

TELEPHONE

(TYP)

LASHING WIRE

DEMARCATION POINT

TO TELEPHONE RATE

TELEPHONE CABLE

6 PAIR, #19 AWG BASKET GRIP

SEAL END OF CONDUIT

GENERAL NOTES:

NOT TO SCALE

(SEE NOTE 5)

ENCLOSURE

SERVICE TO

GROUND WIRE

#4 AWG BARE COPPER

(SEE NOTE 1)

UTILITY POLE

WOODEN

35'-0"

GALVANIZED

APART (TYP) HOT DIP

CONDUIT STRAPS 4'-0"

(SEE NOTE 1)

UTILITY POLE

WOODEN

35'-0"

GALVANIZED

APART (TYP) HOT DIP


AS PRACTICAL.

6. UTILITY POLE SHALL BE PLACED AS FAR FROM THE TRAVEL WAY

GROUND ON SERVICE POLE.

5. TRANSITION FROM RGS TO PVC CONDUIT WITHIN 6" OF THE

COORDINATE WITH UTILITY FOR INSTALLATION REQUIREMENTS.

4. INSTALLATION REQUIREMENTS MAY VARY BY UTILITY COMPANY.

DIRECTION FROM WHICH THE UTILITY WILL APPROACH THE SERVICE.

3. INSTALL SO THAT METER PANEL FACES RIGHT OF WAY FENCE OR

DISCONNECT SWITCH. COORDINATE WITH THE REPRESENTATIVE.

"SERVICE DISCONNECT". PROVIDE LOCKING MECHANISM FOR MAIN

2. ASSEMBLE IN A WAY TO BE SERVICE ENTRANCE RATED AND LABELED

TELEPHONE SERVICE.

1. USE A SINGLE WOODEN UTILITY POLE FOR BOTH ELECTRICAL AND

(AS REQUIRED BY DESIGN)

EMBEDMENT DEPTH

NOT TO SCALE

(FRONT VIEW)



EMBEDMENT DEPTH


POLE DIAMETER


POLE DIAMETER






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

22

ATTACHMENTS AND SUPPORTSUTILITY SERVICE DETAIL


DETAIL A: TYPICAL POLE-SUPPORTED

DETAIL B: TYPICAL SUPPORT AND

DETAIL C: LASHING WIRE TERMINATION

END VIEW

DETAIL F: SUSPENSION STRAND DEAD-ENDING

NUMBER AND

SIZE OF CLAMPSBOLT

SIZE OFSIZE OF

STRAND

DETAIL G: DEAD-END POLE WITH ANCHORED GUY

MESSENGER INSTALLATION

CABLE SPACERS

UNDERGROUND UTILITY RUNS

1.

2.

3.

4.

5.

DETAIL D: LASHED CABLE SUPPORTS AND

CABLE SPACERS AT INSIDE CORNERS

6.

GUY CLAMP BOLT

1/2" CARBON STEEL

1/2" LAG SCREW

5/8" THRU BOLT

MESSENGER HANGER

SEE DETAIL A

MESSENGER HANGER

UNIVERSAL TYPE

CABLE STRAP

CABLE TIES

10" 10"

ATTACHMENT PLATE

WIRE CLAMP STRAPS

CABLE

SEE NOTE 5

SCREW

FETTER DRIVE

LOAD PLATE

EYE

ANGLE THIMBLE

GUY CLAMP

GUY CLIP

APPROVED

3/4" THIMBLE EYE BOLT

3 BOLT 7/16" GUY CLAMP

4"7/16" GUY CLIP

7/16" 3/4" 2-3" BOLT, HEAVY

EYE

ANGLE THIMBLE

1/2" GUY CLAMP

1/2" GALV. WIRE

BONDING CLAMP

3/4" ANCHOR ROD

MATERIAL

EXCAVATED

3/4" THIMBLE EYE BOLT

GUY MARKER

LASHING CLAMP

SEE NOTE 4

LASHING WIRE

SEE NOTE 4

WASHER

THREADED STUD

SHOULDER

7/16" GUY CLAMP

(ELECTRICAL OR TELEPHONE)

CABLE (TYP)

LOAD PLATE

WIRE TIES WITH SPACERS

SEE NOTE 5

STEEL STRAPS

JUNCTION BOX

LASHING WIRE.

CLAMP TO THE STRAND THEN CONNECT THE

GHTEN THIS NUT FIRST, SECURING THE TI

.WASHER AND THE SHOULDER CLOCKWISE

WRAP THE LASHING WIRE BETWEEN THE

BETWEEN AERIAL AND

DETAIL H: TRANSITION

TELEPHONE)

(ELECTRICAL OR

CABLE (TYP) 1'-8" 1'-8"

SPACERS 2'-6" OUT FROM CLAMP.

1" SPACERS 10" FROM CLAMP AND 1/2"

FOR SEPARATION OF CABLE AND STRAND USE

CABLES.

BETWEEN ELECTRICAL AND TELEPHONE

PROVIDE MINIMUM 2'-0" SEPARATION

(ELECTRIC OR TELEPHONE)

CABLE (TYP)

(ELECTRICAL OR TELEPHONE)

CABLE (TYP)

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

DETAIL E: TYPICAL LASHED CABLE AND

CABLE SPACERS AT END POLE

DETAILS AT SPECIFIC LOCATIONS.

CONTRACTOR REGARDING THE USE OF THESE

THE REPRESENTATIVE WILL DIRECT THE

1 CONDUCTOR, THWN/THHN INSULATED

#8 AWG ELECTRICAL CABLE, COPPER,

1'-8" 1'-8"

1'-0" 1'-0" CONE ANCHOR

AGGREGATE

COARSE

2'-0" OF

1'-6" MINIMUM COVER

(SEE NOTE 7)


SEPARATION FROM THE CABLE.

OF PROPER SIZE TO OBTAIN 1/2"

SUPPORTS AS SHOWN USING CABLE SPACER

AT CABLE END POLES ARRANGE THE

7.

WITHIN 6" OF GROUND ON SERVICE POLE.

TRANSITION FROM RGS TO PVC CONDUIT

GENERAL NOTES:


EMBEDMENT DEPTH


EMBEDMENT DEPTH


POLE DIAMETER

8.

DESIGN.

POLE NUMBER PRIOR TO COMPLETING

WITH THE REPRESENTATIVE TO OBTAIN THE

POLE NUMBER. DESIGNER TO COORDINATE

IDENTIFICATION TAG THAT INCLUDES THE

CONTRACTOR TO PROVIDE A POLE






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 23

ITS-1201

DMS LOCATIONSUTILITY SERVICE DETAIL


~

~

~

SWITCH

LEGEND

GROUND

BREAKER

CIRCUITFUSE

(TYP)LASHING WIRE

POINT OF SERVICE CONNECTION

REQUIRED FOR SERVICE

VOLTAGE RATINGS AS

PROTECTIVE ENCLOSURE,

OPERATED VANDALPROOF

100A OUTDOOR METER SOCKET,

TAPS (SEE NOTE 6)

PHASE, 2 - 5% FULL CAPACITY

15 KVA, 240 V - 480 V, SINGLE

STEP-UP TRANSFORMER, DRY TYPE

ENCLOSURE

CIRCUIT BREAKER IN A NEMA 3R

RATED, 10 KAIC, MOLDED CASE

40 AT/100 AF, 2 POLE, 480 V

3R ENCLOSURE

CIRCUIT BREAKER IN A NEMA

RATED, 10 KAIC, MOLDED CASE

40 AT/100 AF, 2 POLE, 480 V

(SEE NOTE 6)

PHASE, 2 - 5% FULL CAPACITY TAPS

15 KVA, 480 V - 120/240 V, SINGLE

STEP-DOWN TRANSFORMER, DRY TYPE

DMS CONTROLLER CABINET

FOR DMS LOCATIONS

ELECTRICAL SERVICE SCHEMATIC

SERVICE

AT POINT OF

LOCATION

AT SIGN

ELECTRIC

TELEPHONE

ENTRANCE CAP


(SEE NOTE 7)

TO JUNCTION BOX

2" PVC CONDUIT

GALVANIZED STEEL POST

W6X9 HOT-DIPPED

BREAKER

ENCLOSED CIRCUIT

RGS CONDUIT

2" EXPOSED

5'-0"

(SEE NOTE 5)

UNISTRUT

GALVANIZED STEEL

CENTERED ON POST

TRANSFORMER

6" (MIN)

2" PVC CONDUIT (SEE NOTE 7)

TO JUNCTION BOX

EXOTHERMIC WELD

GROUND ROD

UTILITY COMPANY

SERVICE BY ELECTRIC

CONNECTION

POINT OF SERVICE

ELECTRIC UTILITY

CONDUIT

1 1/2" EXPOSED RGS

GROUND WIRE

#4 AWG BARE COPPER

EXOTHERMIC WELD

GROUND ROD

FROM TRANSFORMER

5'-0"

(SEE NOTE 2)

DISCONNECT

PRIMARY SERVICE

(SEE NOTE 3)

TO UTILITY COMPANY

ABOVE GRADE ACCORDING

METER SOCKET, HEIGHT


TO SIGN

ENTRANCE CAP


POST

GALVANIZED STEEL

W6X9 HOT-DIPPED

BREAKER

ENCLOSED CIRCUIT

(SEE NOTE 5)

UNISTRUT

GALVANIZED STEEL

CENTERED ON POST

TRANSFORMER

FOR DMS LOCATIONS (FRONT VIEW)


(TYP)

MESSENGER CABLE

(TYP)

WIRE CLAMP

(TYP)

STRAPS

CABLE

(TYP)

ATTACHMENT PLATE

CABINET

SERVICE

TELEPHONE

TO DMS LOCATION

DEMARCATION POINT

TO TELEPHONE RATE

TELEPHONE CABLE

6 PAIR, #19 AWG

SERVICE TO UNDERGROUND AT DMS SIGN

TRANSITION OF AERIAL UTILITY

23

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

GROUND WIRE (TYP)

1 - #4 AWG BARE COPPER

(MI

N)

18'

3'-6" (MIN)

GROUND WIRE (TYP)

1 - #4 AWG BARE COPPER

3'-6" (MIN)

6" (MIN)

CONCRETE

CEMENT

CLASS A

CONCRETE

CEMENT

CLASS A

GROUND WIRE

#4 AWG BARE COPPER

(SEE NOTE 7)


ON SERVICE POLE.

7. TRANSITION FROM RGS TO PVC CONDUIT WITHIN 6" OF THE GROUND

DROP AT SIGN CONTROL CABINET.

ADJUST TAPS ON TRANSFORMERS TO PROVIDE LESS THAN 3% VOLTAGE

6. PROVIDE TRANSFORMERS AS NEEDED TO PROVIDE REQUIRED VOLTAGE.

5. BOLT UNISTRUT TO POST WITH 1/2" STAINLESS STEEL HARDWARE.

4. ALL CABINET MOUNTING HARDWARE SHALL BE STAINLESS STEEL.

3. INSTALL SO THAT METER PANEL FACES RIGHT OF WAY FENCE.

DISCONNECT SWITCH. COORDINATE WITH THE REPRESENTATIVE.

"SERVICE DISCONNECT". PROVIDE LOCKING MECHANISM FOR MAIN

2. ASSEMBLE IN A WAY TO BE SERVICE ENTRANCE RATED AND LABELED

ELECTRICAL AND TELEPHONE SERVICE.

1. WHEN POSSIBLE USE A SINGLE WOODEN UTILITY POLE FOR BOTH

(SEE NOTE 7)

CONDUIT

2" EXPOSED RGS

(SEE NOTE 7)

2" RGS CONDUIT

(SEE NOTE 7)


TO TRANSFORMER

(SEE NOTE 7)


(SEE NOTE 7)

CONDUIT

2" EXPOSED RGS

(SEE NOTE 7)

2" PVC CONDUIT

GENERAL NOTES:

GROUND ROD (TYP)

COPPER CLAD STEEL

3/4" x 10'-0"

GROUND ROD (TYP)

COPPER CLAD STEEL

3/4" x 10'-0"

2'-0" (MIN)

(SEE NOTE 1)

UTILITY POLE

WOODEN

35'-0"

(DIA)

2'-0"

3'-0" (MIN)

35'-0" WOODEN UTILITY POLE (SEE NOTE 1)

GALVANIZED

APART (TYP) HOT DIP


3'-0" (MIN)

(DIA)

2'-0"

(SEE NOTE 1)

UTILITY POLE

35'-0" WOODEN

FOR DMS LOCATIONS (BACK VIEW)


INSULATED

COPPER, 1 CONDUCTOR, RHH/RHW

3 - #2 AWG ELECTRICAL CABLE,

DETAIL

FOR SERVICE DISCONNECT

SEE ITS-1201 SHEET 20

INSULATED

COPPER, 1 CONDUCTOR, RHH/RHW



POLE DIAMETER


POLE DIAMETER


POLE DIAMETER


EMBEDMENT DEPTH


EMBEDMENT DEPTH


EMBEDMENT DEPTH

PUB 408 SECTION 1201.2(c)

COPPER, 1 CONDUCTOR, PER PENNDOT







2 - #1/0 AWG ELECTRICAL CABLE,




408 SECTION 1201.2(c)

COPPER, 1 CONDUCTOR, PER PENNDOT PUB

3 - #2 AWG ELECTRICAL CABLE, COMMONWEALTH OF PENNSYLVANIA





CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

GENERAL NOTES:

MATERIALS AND WORKMANSHIP:

PROVIDE STRUCTURAL STEEL CONFORMING TO THE FOLLOWING:

ALTERNATE PRESS-BREAK MEMBERS:

PROVIDE BOLTS CONFORMING TO THE FOLLOWING:

DESIGN SPECIFICATIONS:

ALL FILLET WELDS SHOWN ARE MINIMUM SIZE UNLESS NOTED OTHERWISE.

GROUP LOADS AASHTO 2001 SIGN SPECS. 3.4

1

LOADING AASHTO 2001 SIGN SPECS.(U.N.O.)

SPREAD FOOTINGS

F

**

**

REFERENCE DRAWINGS

CLASSIFICATION OF EARTHWORK FOR STRUCTURES

TYPE 2 STRONG POST GUIDE RAIL

TYPE 2 WEAK POST GUIDE RAIL

BARRIER PLACEMENT AT OBSTRUCTIONS

SINGLE FACE CONCRETE BARRIER PLACEMENT AT MEDIAN PIERS

RC-11M

RC-52M

RC-53M

RC-54M

RC-58M

DRILLED SHAFTS (CAISSONS)

BC-736M REINFORCEMENT BAR FABRICATION DETAILS

BC-741M OVERHEAD SIGN STRUCTURES

4.

3.

2.

1.

RC-80M HIGHWAY LIGHTING FOUNDATIONS HIGH MAST LIGHTING POLE



OFSHEET 6

ALLOWABLE ANCHOR BOLT STRESSES AASHTO SIGN SPECS. 5.17

BOLT DESIGN CRITERIA AASHTO SIGN SPECS. 5.16

COMBINED BOLT SHEAR AND TENSION 10.32.3.3.3

BOLT PRYING ACTION 10.32.3.3.2

SLIP-CRITICAL BOLT ALLOWABLE 10.32.3.2.1

ALLOWABLE BOLT STRESSES TABLE 10.32.3B

BOLT CRITERIA AASHTO HIGHWAY BRIDGES (U.N.O.)

ITS-1210

WIND AND 30% GUST FACTOR

EQ. C-1, WITH 80 MPH

WIND LOAD APPENDIX C, SECTION C.3,

ICE LOAD 3.7

LIVE LOAD COMMENTARY 3.6

DEAD LOAD 3.5

UNIT WEIGHT OF SOIL 100 POUNDS PER CUBIC FOOT

MINIMUM AREA IN BEARING 95%

MAXIMUM DESIGN PRESSURE 1.5 TONS PER SQUARE FOOT

COHESION 0 KIPS PER SQUARE FOOT

ANGLE OF INTERNAL FRICTION 25°

UNIT WEIGHT OF SOIL 100 POUNDS PER CUBIC FOOT

MODULUS OF SUBGRADE REACTION 10.0 POUNDS PER CUBIC INCH

MAXIMUM DESIGN LATERAL DISPLACEMENT 0.5"

MAXIMUM DESIGN PRESSURE 1.5 TONS PER SQUARE FOOT

THICKNESS OF PRESS-BREAK MEMBERS TO BE Š".

THE CENTER OF THE MEMBER TO THE MID-POINT OF ANY CHORD OF THE MEMBER. MINIMUM

THEY ARE REPLACING. EQUIVALENT RADIUS FOR PRESS-BREAK MEMBERS IS MEASURED FROM

ALTERNATE PRESS-BREAK MEMBERS MUST HAVE THE EQUIVALENT STRENGTH OF THE MEMBER

WARRANTS FOR INSTALLATION.

OF GUIDERAIL AND/OR CONCRETE BARRIER SHALL MEET APPLICABLE PENNDOT

CHAPTER 12 GUIDE RAIL, MEDIAN BARRIER AND ROADSIDE SAFETY DEVICES. USE

PROVIDE CRASHWORTHY BARRIER IN ACCORDANCE WITH PENNDOT PUB 13M (DM-2),

CRASHWORTHY BARRIER, SEE TABLE A, BC-741M SHEET 2.

ALL CCTV SUPPORTS LOCATED WITHIN THE CLEAR ZONE MUST BE SHIELDED WITH A

AND CONTRACT DRAWINGS.

USE THESE STANDARDS AS A BASIS FOR THE PREPARATION OF STRUCTURE LAYOUTS

READ THESE NOTES BEFORE USING THESE STANDARDS.

NOTES TO DESIGNER:

LOWERING DEVICE NOTES:

LEGEND:

CONSTRUCTION GENERAL NOTES:

INFORMATIONAL NOTES:

*

4.

3.

2.

1.

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PERMANENT CAMBER 10.5

ALLOWABLE DEFLECTION 10.4

SERVICEABILITY CRITERIA

POLES WITH HEIGHTS LESS THAN OR EQUAL TO 50'-0".

A FATIGUE IMPORTANCE CATEGORY OF III MAY BE USED FOR CCTV CAMERA SUPPORT

NATURAL WIND GUST 11.7.3

VORTEX SHEDDING 11.7.2

FATIGUE IMPORTANCE CATEGORY ( I = I) 11.6

FATIGUE REQUIREMENTS SECTION 11

FATIGUE CRITERIA

ALLOWABLE STRESSES FOR STRUCTURAL STEEL SECTION 5

ALLOWABLE STRESSES FOR COMBINED STEEL STRESS 5.12

ALLOWABLE STRESSES FOR BASE PLATES 5.8

ALLOWABLE STRESSES FOR TUBULAR SHAPES 5.6 (TABLE 5-3) & 5.11

MAXIMUM STRESSES IN TUBULAR SHAPES APPENDIX B, TABLE B-2

SECTION PROPERTIES FOR TUBULAR SHAPES APPENDIX B, TABLE B-1

STRENGTH CRITERIA

STEEL CRITERIA AASHTO 2001 SIGN SPECS. (U.N.O.)

6.

5.

4.

3.

2.

1.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

CLOSED CIRCUIT TELEVISION CAMERA

DESIGN CRITERIA FOR CCTV CAMERA SUPPORT STRUCTURES:

ELECTRICAL CONNECTORS, CAMERA J-BOX, HOUSING AND STEEL POLE.

BOX, MOUNTING HARDWARE, LOWERING CABLE, CONTACT BLOCK, WATERPROOF

POLE SHALL INCLUDE LOWERING DEVICE WHICH IS COMPRISED OF TOP JUNCTION

CAMERA CAN BE SAFELY LOWERED WITHOUT REQUIRING LANE CLOSURES.

DIRECTED BY THE ENGINEER. THE CCTV POLE SHALL BE POSITIONED SO THAT THE

LOWERING ARM SHALL BE MOUNTED PERPENDICULAR TO THE ROADWAY OR AS

ROUTED SECURELY AND FREE FROM SLACK.

WITHIN THE POLE. ENSURE THAT ANY ELECTRICAL WIRE WITHIN THE POLE IS

CONDUIT TO PREVENT IT FROM INTERFERING WITH ANY ELECTRICAL WIRE THAT IS

PLACE THE LOWERING CABLE THAT MOVES WITHIN THE POLE IN AN INTERIOR

COMPONENT INSTALLATION.

TENON SHALL BE OF DIMENSIONS NECESSARY TO FACILITATE LOWERING DEVICE

HOLES AND SLOT AS REQUIRED FOR THE MOUNTING OF THE LOWERING DEVICE. THE

POLE TOP TENON: A TENON SHALL BE BOLTED TO THE POLE TOP WITH MOUNTING

ANGLES, SHAPES, AND PLATES: PER PENNDOT PUB 408 SECTION 1210.2(g)

PIPE COLUMNS: PER PENNDOT PUB 408 SECTION 1210.2(g)

D1.5M/D1.5:2008.

AASHTO/AWS D1.1/D1.1M:2008 FOR WELDING NOT COVERED IN AASHTO/AWS

STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS. USE

CODE, CONTRACT SPECIAL PROVISIONS, AND AASHTO STANDARD SPECIFICATIONS FOR

PENNDOT PUB 408 (LET DATE VERSION), AASHTO/AWS D1.5M/D1.5:2008-BRIDGE WELDING

PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH THE CURRENT VERSIONS OF

BRIDGES, 17TH EDITION; PENNDOT DESIGN MANUAL - PART 4, MAY 2012 EDITION.

2006 (UNLESS NOTED OTHERWISE); AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY

LUMINAIRES AND TRAFFIC SIGNALS, 4TH EDITION, 2001, INCLUDING INTERIMS THROUGH

AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

CCTV: CLOSED CIRCUIT TELEVISION

CVN: CHARPY V-NOTCH

COMMENTARY (ACI 318M-99)

FOR STRUCTURAL CONCRETE WITH

ACI: AMERICAN CONCRETE INSTITUTE - METRIC BUILDING CODE REQUIREMENTS

U.N.O.: UNLESS NOTED OTHERWISE

PART 4, STRUCTURES, MAY 2012 EDITION

DM4: PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, DESIGN MANUAL

17TH EDITION

SPECIFICATIONS FOR HIGHWAY BRIDGES,

TRANSPORTATION OFFICIALS STANDARD

AASHTO HIGHWAY BRIDGES: AMERICAN ASSOCIATION OF STATE HIGHWAY AND

THROUGH 2006

4TH EDITION, 2001, INCLUDING INTERIMS

HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS,

SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR

TRANSPORTATION OFFICIALS STANDARD

AASHTO 2001 SIGN SPEC: AMERICAN ASSOCIATION OF STATE HIGHWAY AND

CAMERA SUPPORT STRUCTURES GENERAL NOTES FOR CCTV

DM4 SEC.10.8, PENNDOT COM624 COMPUTER PROGRAM OR L-PILE

COLUMN DESIGN (PEDESTALS) 8.15.4

TORSION ACI SECTION A.7.3*

FOOTING STABILITY REQUIREMENTS DM4 D5.5.5

DISTRIBUTION OF REINFORCEMENT 4.4.11.2.2

PRESSURES FOR ECCENTRICALLY LOADED FOOTINGS FIG. 4.4.7.1.1.1C

MINIMUM CONCRETE COVER DM4 8.22.1*

SPACING LIMITS FOR REINFORCEMENT 8.21

MINIMUM REINF. OF FLEXURAL MEMBERS 8.17.1

SLENDERNESS OF COLUMNS 8.16.5.2

ALLOWABLE SHEAR STRESS 8.15.5.6.4

SHEAR STRESS IN FOOTINGS 8.15.5.6.2

SHEAR CAPACITY OF FOOTINGS 8.15.5.6.1

REINFORCEMENT TENSILE STRESS 8.15.2.2

ALLOWABLE BEARING STRESS 8.15.2.1.3

CONCRETE CRITERIA AASHTO HIGHWAY BRIDGES (U.N.O.)

MANUAL 4, MAY 2012 EDITION FOR GUIDANCE ON DESIGN AND APPLICATIONS.

ROCK SOCKET FOUNDATIONS ARE APPROVED FOR USE BY PENNDOT. REFER TO PENNDOT DESIGN

THE PROJECT PRIOR TO POLE SIZING THROUGH DESIGN.

HEIGHTS ARE 50 FEET AND 70 FEET. DETERMINE IF STANDARD HEIGHTS ARE APPLICABLE TO

CCTV POLES TO BE SIZED AS REQUIRED BY DESIGN. STANDARD USE PENNDOT CCTV POLE

FABRICATION DETAILS.

STANDARD WEATHERPROOF ENTRANCE CAP SHALL BE IN ACCORDANCE WITH BC-741M

REQUIREMENTS SPECIFIED HEREIN.

CCTV CAMERA SUPPORT FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE

PROVIDE CALCULATIONS FOR ALTERNATE SIZE OPENINGS.

HANDHOLE MAY BE SIZED TO ACCOMMODATE CAMERA LOWERING SYSTEM, AS PROVIDED HEREIN.

AT A MINIMUM HANDHOLES SHALL BE DETAILED IN ACCORDANCE WITH BC-741M. LOWER

EXCEED 1" IN A 30 MPH NON-GUST WIND.

ALL CCTV CAMERA POLES SHALL BE DESIGNED SO THAT THE POLE TIP DEFLECTION DOES NOT

PROHIBITED.

TELESCOPING (SLIP-FIT) FIELD SPLICES FOR CCTV CAMERA SUPPORT STRUCTURES ARE

ALUMINUM CCTV CAMERA SUPPORT POLES ARE NOT PERMITTED.

AS SPECIFIED IN THE AASHTO 2001 SIGN SPECIFICATIONS IN TABLE 11-2, DETAIL 11.

COMPLETE JOINT PENETRATION WELD FOR THE CONNECTION OF THE SHAFT TO THE BASE PLATE

PROVIDE BOTTOM SHAFT SECTIONS WITH A 0.3125" MINIMUM THICKNESS. PROVIDE A

PROVIDE BASE PLATES WITH A MINIMUM THICKNESS OF 3" UNLESS OTHERWISE APPROVED.

SECTION 1210.3(k) AND AS SPECIFIED HEREIN.

CCTV CAMERA SUPPORT POLES SHALL BE DESIGNED IN ACCORDANCE WITH PENNDOT PUB 408

D1.5M/D1.5:2008".

PROVISIONS. USE AASHTO/AWS D1.1/D1.1M:2008 FOR WELDING NOT COVERED IN AASHTO/AWS

NUMBER), AASHTO/AWS D1.5M/D1.5:2008-BRIDGE WELDING CODE 2008 AND CONTRACT SPECIAL

WORKMANSHIP IN ACCORDANCE WITH PENNDOT PUB 408 - (INDICATE YEAR AND CHANGE

PLACE THE FOLLOWING NOTE ON CONTRACT DRAWINGS - "PROVIDE MATERIALS AND

7.

6.

5.

4.

3.

2.

1.

PIPE DIAMETER SHOWN FROM 14 INCHES AND UP ARE ACTUAL DIAMETERS.

PIPE DIAMETER SHOWN UP TO AND INCLUDING 12 INCHES ARE NOMINAL DIAMETER.

SPECIFICATIONS.

FOR ZONE 2, NON FRACTURE CRITICAL AS GIVEN IN THE AASHTO MATERIAL

ON THE PLANS BY (CVN), PROVIDE STEEL CONFORMING TO THE CVN REQUIREMENTS

STEEL MEMBER COMPONENTS REQUIRING CHARPY V-NOTCH TESTING ARE DESIGNATED

PROVIDE 4 NUTS, 2 WASHERS, AND 1 JAMNUT FOR EACH ANCHOR BOLT.

DIAMETERS.

PROVIDE A MINIMUM ANCHOR BOLT EMBEDMENT LENGTH OF 20 ANCHOR BOLT

PROVIDE ANCHOR BOLT HOLES ‚" LARGER THAN BOLT DIAMETER.

PROVIDE BOLT HOLES ˆ" LARGER THAN BOLT DIAMETER.

ALL BOLT HOLES SHALL BE DRILLED.

PENNDOT PUB 408 UNLESS STAINLESS STEEL OR OTHERWISE INDICATED.

GALVANIZE ALL STRUCTURAL STEEL, BOLT, NUTS & WASHERS IN ACCORDANCE WITH

OR OF ANY DIMENSIONS NECESSARY TO PROVIDE A PROPER FOUNDATION.

SPREAD FOOTINGS MAY BE ORDERED BY THE ENGINEER TO BE AT ANY ELEVATION

DIMENSIONS ARE BASED ON A NORMAL TEMPERATURE OF 68 DEGREES F.

ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.

CHAMFER EXPOSED CONCRETE EDGES 1 INCH BY 1 INCH.

FIELD AS NECESSARY FOR PROPER FIT OF THE PROPOSED CONSTRUCTION.

VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURES IN THE

RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED.

BARS.

ASTM A615 FOR CONCRETE REINFORCEMENT. DO NOT WELD REINFORCING STEEL

PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF

CAISSONS.

USE CLASS A CEMENT CONCRETE f'c = 3000 PSI IN PEDESTALS, FOOTINGS AND

PROVIDE 3-INCH CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.

ALL DIMENSIONS ARE IN U.S. CUSTOMARY UNITS.

AND TRAFFIC SIGNALS (2005).

STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES,

INSTALLATION, INSPECTION, MAINTENANCE, AND REPAIR OF

U-BOLT INSTALLATION: PER FHWA PUB GUIDELINES FOR THE

BOLTS: PER PENNDOT PUB 408 SECTION 1210.2(g)

ANCHOR BOLTS: PER PENNDOT PUB 408 SECTION 1210.2(g)






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013



OFSHEET 6

ITS-1210

2

REFERENCE DRAWINGS

SINGLE FACE CONCRETE BARRIER PLACEMENT AT MEDIAN PIERSRC-58M




RC-52M

RC-53M

BC-741M

RC-54M BARRIER PLACEMENT AT OBSTRUCTIONS

RC-80M

RC-81M

RC-11M

OVERHEAD SIGN STRUCTURES

HIGHWAY LIGHTING FOUNDATIONS CONVENTIONAL LIGHTING POLE

HIGHWAY LIGHTING JB-LIGHT DUTY CAST-IN-PLACE OR PRECAST

TRAFFIC SIGNAL STANDARDSTC-8800


GENERAL NOTES:

AND PLACEMENTTYPICAL SITE LAYOUT

GUIDE RAIL

LINE

GROUND

FINISHED

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOT TO SCALENOT TO SCALE

FINISHED GROUND LINE

CCTV POLE PLACEMENT - TYPE A CCTV POLE PLACEMENT - TYPE B

TRAVEL LANETRAVEL LANE

TRAVEL LANETRAVEL LANE

SEE NOTES 3 AND 4



ITS-1201 SHEET 4.

TC-8802. FOR CCTV ENCLOSURE LAYOUT AND WIRING DIAGRAM SEE

FOR DETAILS OF CCTV ENCLOSURE, SEE ITS-1201 SHEETS 1, 2, 3, OR

FOR DETAILS OF CCTV LOWERING SYSTEM ASSEMBLY SEE ITS-1210 SHEET 5.

FOR DETAILS OF CCTV POLE FOUNDATION, SEE ITS-1210 SHEET 4.

FOR DETAILS OF CCTV POLE ASSEMBLY, SEE ITS-1210 SHEET 3.

PLACE CCTV POLE BEHIND EXISTING BARRIER WHENEVER POSSIBLE.

GUIDERAIL OR BARRIER INSTALLED AT THE SITE.

CLEARANCE MUST MEET MINIMUM REQUIREMENT FOR PLACEMENT BEHIND

AND GREATER THAN OR EQUAL TO MINIMUM CLEAR ZONE REQUIREMENTS.

DISTANCE MUST BE IN ACCORDANCE WITH PROJECT DESIGN DOCUMENTS

CLEAR ZONE SHALL BE MEASURED TO THE EDGE OF THE FOUNDATION.

1210.2.

PROVIDE A CCTV SUBSYSTEM IN ACCORDANCE WITH PENNDOT PUB 408 SECTION

AND PLACEMENT GUIDELINES FOR CCTV SUBSYSTEM.

DESIGN GUIDE, CHAPTER 2 FOR DESIGN CONSIDERATIONS AND LOCATION







CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

SHOULDER

SHOULDER

TOP OF PEDESTAL

FOUNDATION

EDGE OF PAVEMENT

PAVEMENT

EDGE OF

TOP OF PEDESTAL

3'-6"

EXISTING GRADE

3'-6"

FOUNDATION

)(SEE ITS-1201 SHEET 7

MAINTAINER PAD


MAINTAINER PAD

THE CONTRACT DOCUMENTS)

OR GROUND SHALL BE INDICATED ON

(ENCLOSURE MOUNT; POLE, STRUCTURE,

ENCLOSURE




ENCLOSURE

3, 5 AND 6

SEE NOTE

TRAFFIC

3

POLE ASSEMBLY

**



OF 6

3'-6"


ITS-1210

HANDHOLE DETAIL

CCTV CAMERA POLE PLAN

CCTV CAMERA POLE ELEVATION

�

�

6"

2"

� POLE

ƒ"

A

A

2"

(IF REQUIRED)

ENTRANCE CAP

SERVICE

WEATHERPROOF

STANDARD

NOT TO SCALE

NOT TO SCALE

TR

AV

EL

WA

Y

SH

OU

LD

ER

SH

OU

LD

ER

ENCLOSURE ATTACHMENTS.

CONFLICT WITH ENCLOSURE OR

ENSURE LOWER HANDHOLE DOES NOT

MAINTAINER PAD)

(FROM TOP OF

3'-6"

2'-3" (

TY

P)

1'-1•"

1'-1•"

LOWERING DEVICE SYSYEM.

TOOLS THAT ARE USED TO OPERATE THE

FOR USE WITH THE PORTABLE LOWER

6"x2'-3" ENSURE HANDHOLE IS DESIGNED

NOT TO SCALE

NOT TO SCALE

FOAM GASKET

POLYVINYL CHLORIDE

6" (TYP)

WIRE MESH

‚" DIA. HEX NUT

(2) TACK WELD

SECTION A-A

" DIA. TAPPED HOLE21

CHAIN WITH PAD LOCK TAB.

PROVIDE COVER PLATE STEEL

" DIA. ROD PARK STAND83(1)

FOR WIRE TIE OFF

" DIA. ROD83(2)

WITH FASTENER

" NUT HOLDER21

* SEE ITS-1210 SHEET 1 AND SHEET 2

*

GENERAL NOTES:

OF VISION CAN BE VERIFIED.

APPROVAL FROM THE REPRESENTATIVE SO THE CCTV CAMERA FIELD

PRIOR TO INSTALLING THE CCTV MOUNTING BRACKET, OBTAIN

408 SECTION 1210.2(g).

PROVIDE CCTV SUPPORT (POLE) IN ACCORDANCE WITH PENNDOT PUB

2.

1.






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

CLEARANCE

30°0'0"

� CCTV CAMERA POLE

FOR LOWERING DEVICE

TENON

CCTV CAMERA

CCTV CAMERA


� CCTV CAMERA

FOUNDATION

BASE PLATE


CONDUIT

MA

XI

MU

M

HEI

GH

T

= 120'-0"

CC

TV

CA

ME

RA

PO

LE

HEI

GH

T "

H",

AS

RE

QUI

RE

D

BY

DE

SI

GN

6"

‚"

3•"

1„"

(#3GA DOOR)

HANDHOLE COVER ‚" THICK

HEX HEAD SCREWS (TYP)

(2)‚" DIA. STAINLESS STEEL


MAINTAINER PAD

DEVICE

CAMERA LOWERING


MAINTAINER PAD

(PREFERRED LOCATION)

LOWER HANDHOLE **

(ALTERNATE LOCATION)

LOWER HANDHOLE **

ENCLOSURE

POLE WALL

HANDHOLE (SEE DETAIL, THIS SHEET)

(TYP)

CONDUIT


CAMERA LOWERING DEVICE




ENCLOSURE

(IF REQUIRED)

UPPER HAND HOLE

(CVN)

HANDHOLE FRAME WELD (TYP)

PENETRATION

COMPLETE

GENERAL NOTES:

4

B

Y

DE

SI

GN

AS

RE

QUI

RE

D




OFSHEET 6

ITS-1210


POLE FOUNDATION

DRILLED CAISSON PLAN

SPREAD FOOTING PLAN

SPREAD FOOTING ELEVATIONDRILLED CAISSON ELEVATION

ANCHOR BOLT

POLE BASE PLATE DETAIL

2'-0"

6"

6"

(MI

N)

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

ITS-1230 SHEET 7

SEE DETAIL B

CO

VE

R

8.

7.

6.

5.

4.

3.

2.

1.

SUBMITTED TO THE REPRESENTATIVE FOR APPROVAL.

4'-0" CANNOT BE OBTAINED, AN ALTERNATE DESIGN MAY BE

IF THE MINIMUM DIAMETER DRILLED CAISSON FOUNDATION OF

BASE.

LINE THAT WILL ALLOW FOR NO SOIL INTRUSION INTO THE POLE

REGRADE/STABILIZE THE CCTV SITE TO PROVIDE FINISHED GROUND

AT TOP IN ALTERNATE TIES.

AT THE OTHER END. ALTERNATE 90 DEGREE AND 135 DEGREE HOOKS

TIE BARS WITH 90 DEGREE HOOK AT ONE END AND 135 DEGREE HOOK

AT A MAXIMUM SPACING OF 4'-0" IN BOTH DIRECTIONS. PROVIDE

TIE TOP AND BOTTOM MATS OF REINFORCING STEEL WITH #4 BARS

SECTION 1210.2(g).

GALVANIZE ANCHOR BOLTS IN ACCORDANCE WITH PENNDOT PUB 408

ORIENTATION REQUIREMENTS SPECIFIED HEREIN.

THE ANCHOR BOLT PATTERN SHALL BE ORIENTED TO MEET THE POLE

LESS THAN 50'-0". IF A SIX BOLT CONFIGURATION IS PROVIDED,

MINIMUM OF SIX ANCHOR BOLTS IS REQUIRED FOR POLE HEIGHTS

SYMMETRY FOR POLE HEIGHTS GREATER THAN 50'-0". HOWEVER, A

AN EIGHT ANCHOR BOLT CONFIGURATION IS PREFERRED FOR

BETWEEN MESH AND FOUNDATION WHILE PERMITTING DRAINAGE.

MESH IS TO BE OF SUFFICIENT STIFFNESS TO PREVENT ENTRY

AND ATTACHED TO BASE PLATE WITH STAINLESS STEEL HARDWARE.

PREVENT ENTRY OF SERPENTS\RODENTS. MESH IS TO BE REMOVABLE

SEAL WITH GALVANIZED WIRE MESH, ‚" TO …" OPENING, TO

FOR GROUNDING DETAILS, SEE ITS-1201 SHEET 19.

PUB 408 SECTION 1210.2(h).

PROVIDE CCTV SUPPORT FOUNDATION IN ACCORDANCE WITH PENNDOT


LAP (ALTERNATE SPLICE LOCATION)






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013


"S"

AS

RE

QUI

RE

D

BY

DE

SI

GN

"S"

TO

TA

L

LE

NG

TH,

AS

RE

QUI

RE

D

BY

DE

SI

GN

NUT

LEVELING

CIRCLE

BOLT

LE

NG

TH

EM

BE

DM

EN

T

EM

BE

DM

EN

T

DE

PT

H,

AS

RE

QUI

RE

D

BY

DE

SI

GN






RING PLATE

RING PLATE


� CCTV CAMERA

(CIRCULAR SECTION SHOWN)

POLE

FOUNDATION

TOP OF


LINE

FINISHED GROUND

FOUNDATION

(TYP)

HEX NUT

(TYP)

ANCHOR BOLT *

ANCHOR BOLT ASSEMBLY *

ANCHOR BOLT ASSEMBLY *

3"

7"

(AS REQUIRED)

CONDUIT (TYP)

(MIN)

4'-0"

(AS REQUIRED)

CONDUIT (TYP)

(MI

N)

4'-0"

(MIN) DIA.

USED WITH 4'-0"

PEDESTAL MAY BE

CIRCULAR SHAPE

2 x ANCHOR BOLT DIA.

AS REQUIRED

SLOPE STABILIZER,

ANCHOR BOLT (TYP) *

AS REQUIRED

SLOPE STABILIZER,

DIA. (MIN)

4'-0"

WIRE MESH (SEE NOTE 3)

DIA. (MIN)

4'-0" KEYWAY

1'-6" x 1'-6" x 2"

WIRE MESH (SEE NOTE 3)

DIA. + 1" (MAX)

ANCHOR BOLT

BASE PLATE (CVN) (3" MIN)

FLAT WASHER

BASE PLATE (CVN) (3" MIN)

SEE NOTE 3

(SEE NOTE 4)

ANCHOR BOLT (TYP)

(ƒ" THICKNESS)

RING PLATE (CVN)

4'-0" (

MI

N)

AS

RE

QUI

RE

D

BY

DE

SI

GN

"Z"

SEE NOTE 6

(EQUALLY SPACED) (MINIMUM STEEL: 16-#8 BARS)

PEDESTAL STEEL, AS REQUIRED BY DESIGN

(MINIMUM STEEL: 8-#5 BARS)

(EQUALLY SPACED)


VERTICAL CAISSON STEEL,

(MINIMUM STEEL: #4 @ 1'-0")


CIRCULAR TIES,


TIES, AS REQUIRED BY DESIGN


EACH WAY, AS REQUIRED BY DESIGN

FOOTING STEEL, TOP & BOTTOM

(AS REQUIRED)

CONDUIT (TYP)

(AS REQUIRED)

CONDUIT (TYP)

5



OFSHEET 6

ITS-1210


SYSTEM ASSEMBLYCAMERA LOWERING

AND SUPPORT

3-WAY TRACKING GUIDE

PREMOVABLE TOP CA

POLE TOP JUNCTION BOX

U-BOLT CLAMPS

POLE FITTER

U-BOLT CLAMPS

PULLEY

CABLE STOP BLOCK

DISCONNECT UNIT

DISCONNECT UNIT COVER

LOWER CONTACT ASSEMBLY

SEALING GASKET RING

STABILIZING WEIGHT

CAMERA JUNCTION BOX AND

CAMERA CONNECTORS

CAMERA MOUNTING DEVICE

DOME/CAMERA

FITTER

DISCONNECT UNIT

PULLEY

LOCKED POSITION

GUIDE PIN

ARMS

SUPPORT

DOUBLE

GENERAL NOTES:

SEPARATE DRAWING

POLE DETAILS ON

POLE FOR REVIEW BY THE REPRESENTATIVE

DETAILS FOR ATTACHMENT TO THE TOP OF

CONTRACTOR TO SUBMIT SIGNED & SEALED

NOTE:

NOT TO SCALE

INTERIOR CONDUIT

LOWERING CABLE

CONNECTORS AND CAMERA WIRING

CONNECTOR

SOCKET

CONNECTOR

CONTACT

STRAIN RELIEF FITTING

BOX)

CONTACT ASSEMBLY AND JUNCTION

SEALING GASKET (BETWEEN LOWER

EPDM O-RING SEAL

(POWER & SIGNAL WIRES)

DIVIDED CHANNEL ARM

LOWERING ARM DETAIL

TYPICAL CAMERA &

28•" APPROXIMATELY

4.

3.

2.

1.

TOOL IS NEEDED.

CRUSHED GRAVEL MAINTENANCE AREA BENEATH THE LOCATION WHERE THE LOWERING

IF INDICATED IN THE CONTRACT DOCUMENTS, PROVIDE A 3'-0" BY 3'-0"

AS SPECIFIED IN PENNDOT PUB 408 SECTION 1201.3(b)9.

THE LOWERING DEVICE MANUFACTURER SHALL PROVIDE TESTING AND INSTRUCTION

HAND CRANK.

1210.2(d)3. SHALL ALSO PROVIDE A PORTABLE LOWERING TOOL WITH A MANUAL

PROVIDE LOWERING TOOL IN ACCORDANCE WITH PENNDOT PUB 408 SECTION

LOWERING DEVICE AT THE FACTORY.

SHALL INCLUDE 100' OF COMPOSITE POWER AND SIGNAL CABLE PREWIRED TO

1210.2(d) AND THE CONTRACT DOCUMENTS READY FOR POLE ATTACHMENT AND

LOWERING DEVICE TO BE SUPPLIED AS SPECIFIED IN PENNDOT PUB 408 SECTION COMMONWEALTH OF PENNSYLVANIA





CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

6


OFSHEET 6

ITS-1210


CCTV CAMERA ASSEMBLYSTRUCTURE MOUNTED

MAST ARM SHAFT OR

CONDUIT CONNECTION TO EXISTING SIGNAL FOUNDATION

CONTROLLER CABINET

VA

RI

ES

VARIES

TO ROTO DRILL

LIFT POLE OR CABINET

NOTES:

ROTO DRILL

CONCRETE SIDE-

WALK OR EARTH

CONDUIT

DRILL HOLE

MAST ARM SHAFT OR

CONTROLLER CABINET

VA

RI

ES

VARIES

V-NOTCH

LIFT POLE OR CABINET

NOTES:

TO SAWCUT V-NOTCH

(STANDARD)

5"

CONCRETE SIDE-

WALK OR EARTH

HIGH STRENGTH EPOXY

2" CONDUIT

CONDUIT (HIGH STRENGTH EPOXY)

2" MINIMUM COVERAGE OVER

CCTV CAMERA ATTACHMENT TO

EXISTING TRAFFIC SIGNAL STRUCTURE


ENTRANCE CAP

WITH ASTRO-BRAC (TYP)

GALVANIZED U-BOLTS

STAINLESS STEEL OR

ALUMINUM BRACKET

FRONT ELEVATION

SIDE ELEVATION

4'CAMERA MANUFACTURER)

BRACKET TO POLE (AS RECOMMENDED BY

STAINLESS STEEL STRAPS TO ATTACH STRUT

POWER, VIDEO AND CONTROL CABLES

TO ATTACH POLE

USE STAINLESS STEEL U BOLTS

TO ATTACH POLE

USE STAINLESS STEEL U BOLTS

CABLES IN FLEXIBLE CONDUIT

CABLES IN FLEXIBLE CONDUIT

STAINLESS STEEL STRAPS

1'-9" (

MI

N)

3'-6" (

MA

X)

NOT TO SCALE

STRUCTURE MOUNTED CCTV CAMERA ASSEMBLY

NOT TO SCALE

NOT TO SCALE

STAINLESS STEEL STRAPS

ATTACH THE SUPPORT BEAM TO CHORD

USE STAINLESS STEEL U BOLTS TO

ATTACH THE SUPPORT BEAM TO CHORD

USE STAINLESS STEEL U BOLTS TO

BY CAMERA MANUFACTURER

STEEL POLE (AS RECOMMENDED

(ALTERNATE)

CABLES IN COLUMN

MANUFACTURER)

(AS RECOMMENDED BY CAMERA

ALTERNATE ATTACHMENT TO COLUMN

MANUFACTURER)

(AS RECOMMENDED BY CAMERA

ALTERNATE ATTACHMENT TO COLUMN

(ALTERNATE)

CABLES IN COLUMN

SUPPORT POLE

9" (

MI

N)

(NOTE: FOR ENCLOSURE DETAILS SEE ITS-1201 SHEET 1, 2, 3, OR TC-8802)


GENERAL NOTES:

1.

BOLTS AND HARDWARE

…" X 3" STAINLESS STEEL

GALVANIZED STEEL PIPE

SLIDE OVER 1•"

CAMERA PIPE MOUNT

GALVANIZED PIPE

1•" DIA. X 4'-0"

LOWERING THE CCTV CAMERA.

IS ORIENTED IN A MANNER THAT THE MAINTAINER WILL FACE TRAFFIC WHEN

IF REQUIRED IN THE CONTRACT DOCUMENTS, PROVIDE A LOWERING DEVICE THAT

2.

ENSURE IT IS INTACT AND FUNCTIONING PROPERLY.

WHENEVER POSSIBLE. TEST AND INSPECT THE STRUCTURES GROUNDING SYSTEM TO

BOND THE CCTV CAMERA SUBSYSTEM TO THE STRUCTURES GROUNDING SYSTEM






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

1



OFSHEET 1

ITS-1220

HIGHWAY ADVISORY RADIO SUBSYSTEM

ELECTRICAL DETAILSDETAIL A (SIDE VIEW)

DETAIL A (TOP VIEW)

ELEVATION (BACK VIEW)

DETAIL B (TOP VIEW)

VISOR

FRONT OF SIGN

STIFFENER

POST CLIP

MOUNTING BOLTS

STEEL SIGN POST

6"x6"x4" (SEE NOTE 3)

NEMA 3R, PULL BOX,

PHOTO SENSOR

1" FLEXIBLE CONDUIT

FLASHER)

CONDUIT (TO OTHER

1" EXPOSED RGS

MOUNTING BOLTS

STEEL SIGN POST

1" FLEXIBLE CONDUIT

POWER CABLE

PHOTOVOLTAIC

FLASHER)

CONDUIT (TO OTHER

1" EXPOSED RGS

NEMA 3R, PULL BOX, 6"x6"x4"


NOT TO SCALE

NOT TO SCALE

PHOTO SENSOR

VISOR

"TEE" CONNECTOR

(SEE NOTE 10)

MOUNTING UNIT

STIFFENER

SIGN FACE

NOT TO SCALE

NOT TO SCALE

(SEE NOTE 7)

SOLAR PANEL

(TYP)

BOX, 6"x6"x4"

NEMA 3R, PULL

SEE DETAIL B


SWEEP

1" CONDUIT

BRONZE GROUND CLAMP

POWER CABLE

PHOTOVOLTAIC

SEE DETAIL A

CONDUIT

1" FLEXIBLE

RGS CONDUIT

1" EXPOSED

RGS CONDUIT

1" EXPOSED

STIFFENER

STEEL SIGN POST

(SEE NOTE 3)

MOUNTING BOLTS



DESIGN

AS REQUIRED BY

FOUNDATION

FLASHER, WIRING)

(SOLAR BATTERIES,

CONTROL ENCLOSURE

CONTROL ENCLOSURE

SIGNAL HEAD

(PENNDOT PUB 408

(PENNDOT PUB 408

GROUND WIRE

#8 AWG BARE COPPER

POST (TYP)

STEEL SIGN

(SEE NOTE 18)

CLAD STEEL GROUND ROD

3/4" X 10'-0" COPPER

2'-0" (MAX)

GENERAL NOTES:

SIGNAL HEAD

(SEE NOTE 17)

1220.2(h)1)

(SEE NOTE 17)

1220.2(h)1)

(PENNDOT PUB 408

SIGNAL HEAD

(SEE NOTE 17)

1220.2(h)1)

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

SHEET 19 FOR GROUNDING DETAILS.

REFER TO PENNDOT PUB 408 SECTION 1220.2(f) AND ITS-1201

AMBER LED SINGLE SECTION HEAD.

INDICATED IN THE CONTRACT DRAWINGS, PROVIDE AN 8" (MIN)

PROVIDE A 1'-0" (MIN) AMBER LED SINGLE SECTION HEAD. IF

408 SECTION 1220.2(g).

PROVIDE TRANSMITTER POLE IN ACCORDANCE WITH PENNDOT PUB

SECTION 1220.2(i).

PROVIDE ENCLOSURE IN ACCORDANCE WITH PENNDOT PUB 408

SECTION 1220.2(h)4.

PROVIDE SIGN LEGEND IN ACCORDANCE WITH PENNDOT PUB 408

DETAILS REFER TO TC-8702A AND TC-8702E.

WITH PENNDOT PUB 408 SECTION 1220.2(h). FOR INSTALLATION

PROVIDE TYPE A AND TYPE E ADVISORY SIGNS IN ACCORDANCE

BREAKAWAY BASE ASSEMBLY.

PROVIDE BREAKAWAY CABLE AND CONDUIT CONNECTORS AT THE

INSTALL CONDUIT SUPPORTS PER NEC 347-8 AND TABLE 347-8.

TILT.

INSTALL SIGNAL HEADS CAPABLE OF ADJUSTING FOR PAN AND

AWAY FROM THE ROAD.

INSTALL CONTROL ENCLOSURE ON THE POST LOCATED FURTHEST

LOCATION IS BROADCASTING.

LOCATION OF SIGNS WILL BE FINALIZED AFTER THE TRANSMITTER

(MINIMUM) WITHOUT SOLAR ARRAY EXPOSURE.

PLACE SOLAR PANEL AND SIGN TO PROVIDE 8 CONSECUTIVE HOURS

THE REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION.

SUBMIT PLANS AND DETAILS FOR SOLAR PANEL INSTALLATION TO

THE PANELS ON POST FURTHEST AWAY FROM THE ROADWAY.

WITH RECOMMENDATION OF SOLAR PANEL MANUFACTURER. INSTALL

INSTALL SOLAR PANELS AT 180 DEG, SOUTH OR IN ACCORDANCE

FOR APPROVAL PRIOR TO FABRICATION.

SUBMIT INSTALLATION DETAIL DRAWINGS TO THE REPRESENTATIVE

PROVIDE SLACK FOR THE FLASHER CABLE IN THE PULL BOX.

TECHNIQUES.

ISOLATE DISSIMILAR METALS USING PROPER SEPARATION

LOCK WASHERS, AND NUTS, SHALL BE STAINLESS STEEL.

ALL MOUNTING HARDWARE, INCLUDING MOUNTING BOLTS, WASHERS,

GROUND ROD, AND ASSOCIATED HARDWARE ONLY.

ENCLOSURE, SIGNAL HEADS, JUNCTION BOXES, CONDUIT, WIRING,

THESE DETAILS ARE PROVIDED FOR SOLAR PANEL, CONTROL

AND LOCATION AND PLACEMENT GUIDELINES.

SYSTEMS DESIGN GUIDE, CHAPTER 4 FOR DESIGN CONSIDERATIONS

REFER TO PENNDOT PUB 646, INTELLIGENT TRANSPORTATION






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

1



OFSHEET 8

DYNAMIC MESSAGE SIGNS

EDGE OF

PAVEMENT

SHOULDER

EDGE OF

REFERENCE LINE

TOP OF FOOTING

POST HINGE

POST BASE

POST #2 POST #3

LOCATED WHERE IT IS VERY UNLIKELY TO BE HIT BY

90 DEGREES OR LESS

DESIGN CRITERIA:

GENERAL NOTES:

FOR SOIL PROPERTIES.

AASHTO SPECIFICATIONS. SEE TRAFFIC STANDARD TC-8702A, SHEET 8

2. EMBEDMENT OF FOOTINGS IS BASED ON BROMS' METHOD OUTLINED IN THE

TC-8702A, SHEET 8)

(SEE TRAFFIC STANDARD

1" (TYP.)

AND WHERE THE DMS IS PROTECTED BY GUIDE RAIL OR

BY ENGINEER)

(TO BE DETERMINED

ITS-1230

FACE OF DMS

OF THE DMS FACE WILL BE OBSCURED BY VEGETATION

SHALL BE 250 SQ FT.

5. THE MAXIMUM DMS AREA FOR POST MOUNTED, TYPE A INSTALLATIONS

OF BOTH THE STATIC SIGN AND DMS FOR POST SELECTION.

DYNAMIC MESSAGE SIGNS, ASSUME THE TOTAL DMS AREA TO BE THE SUM

6. FOR COMBINATION INSTALLATIONS INCLUDING STATIC SIGN PANELS AND

ERECTION DETAILSPOST MOUNTED DMS, TYPE A

ELEVATION

DYNAMIC MESSAGE SIGN (DMS)

DYNAMIC MESSAGE SIGN

GROUND LINE

AND BREAKAWAY COUPLING

RIGID METAL CONDUIT (RMC)

PLAN VIEW

NOT TO SCALE

(INCIDENTAL TO POST MOUNTED DMS, TYPE A)

INSTALL (2) 2" CONDUIT (POWER AND COMMUNICATIONS)

POWER CIRCUIT (SEE NOTE 7)

BREAKAWAY COUPLING FOR

30'-0" (MAX)

OR FACE OF CURB

EDGE OF SHOULDER

9'-0" (

MI

N)

5'-0" (MIN)

(EXCEPT 1'-0" (MIN) AT LOCATIONS WHERE NO PART

�

(FROM LINE OF VISION)

2'-0" (MIN)


NOTE 2)

(SEE GENERAL

POST #1

b

INSTALLATIONS AT ANY TIME.

4. WALK-IN DMS ARE NOT PERMITTED FOR USE ON POST MOUNTED, TYPE A

AN ERRANT VEHICLE, I.E., ON A VERY STEEP BANK.)

BE 9'-0".

3. MINIMUM POST HEIGHT BETWEEN GROUND LEVEL AND BOTTOM OF DMS WILL

DYNAMIC MESSAGE SIGNS.

- FATIGUE IS NOT CONSIDERED FOR POST MOUNTED, TYPE A

- BENDING COEFFICIENT (C ) = 1.30

- WIND IMPORTANCE CATEGORY (I ) = 0.71 (10 YEAR DESIGN LIFE)

- BASIC WIND SPEED (V) = 90 MPH (3-SECOND GUST)

DESIGN CRITERIA:

EDITION, 2001, INCLUDING INTERIMS THROUGH 2006 WITH THE FOLLOWING

SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, 4TH

1. DESIGN BASED ON AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL

BREAKAWAY FORCE. SUBMIT CATALOG CUT/SHOP DRAWINGS.

IN-LINE CONNECTOR FOR POWER CIRCUIT WHICH WILL SEPARATE UPON VEHICULAR

7. IF BREAKAWAY SUPPORTS ARE UTILIZED, PROVIDE BREAKAWAY MECHANICAL

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

AND MAINTENANCE CONSIDERATIONS FOR DMS SUBSYSTEM.

CHAPTER 3 FOR DESIGN CONSIDERATIONS, LOCATION AND PLACEMENT GUIDELINES

REFER TO PENNDOT PUB 646, INTELLIGENT TRANSPORTATION SYSTEMS DESIGN GUIDE,

ENCLOSURES WILL NOT BE PERMITTED AT ANY TIME.

ITS-1201 SHEET 3, AND THE CONTRACT DOCUMENTS. STRUCTURE MOUNTED

PROVIDE ENCLOSURE IN ACCORDANCE WITH PENNDOT PUB 408 SECTION 1230.2(g),

DIRECTIONS OF DMS MANUFACTURER.

USE APPROPRIATE MOUNTING HARDWARE AND FOLLOW INSTALLATION

SEE ITS-1230 SHEET 8 FOR ATTACHMENT HARDWARE AND CONNECTION DETAILS.

FOOTING SELECTION TABLE ON TRAFFIC STANDARD TC-8702A, SHEET 8.

FOR SELECTION OF FOOTING SIZE AND REINFORCEMENT, REFER TO

TC-8702A, SHEET 5.

FOR POST BASE AND HINGE DETAILS, REFER TO TRAFFIC STANDARD

SHEETS 2 AND 3.

FOR SELECTION OF POSTS, REFER TO POST SELECTION TABLES ON ITS-1230

MOUNT ENTIRE DMS AND ALL STATIC SIGN PANELS ABOVE POST HINGES.

LOCATE DMS TO AVOID PLACING SUPPORTS IN DRAINAGE DITCHES.

WITH THE APPROVAL OF THE REPRESENTATIVE.

PRIOR TO INSTALLATION, DETERMINE ACTUAL LATERAL PLACEMENT IN FIELD

2'-0" BEHIND THE GUIDE RAIL, MEDIAN BARRIER, OR ROADSIDE SAFETY DEVICE.

DEVICES ARE INSTALLED, PLACE THE NEAR EDGE OF THE DMS A MINIMUM OF

AT LOCATIONS WHERE GUIDE RAIL, MEDIAN BARRIER, OR ROADSIDE SAFETY

WHEN NON-BREAKAWAY SUPPORTS ARE REQUIRED.

PUB 13M (DM-2) CHAPTER 12. DESIGNER TO INDICATE ON THE CONTRACT DOCUMENTS

992 POUNDS. PROVIDE A CRASHWORTHY BARRIER IN ACCORDANCE WITH PENNDOT

AND A CRASHWORTHY BARRIER WHEN THE MAXIMUM WEIGHT PER POST EXCEEDS

AT THE DIRECTION OF PENNDOT OR THE PTC, PROVIDE NON-BREAKAWAY SUPPORTS

ON LEFT OR RIGHT SIDE OF THE ROADWAY.

POST #1 IS ALWAYS ADJACENT TO ROADWAY, WHETHER DMS IS LOCATED

UNLESS NOTED OTHERWISE.

PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH PENNDOT PUB 408,






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

P2 P2 P2 P2 P2 P3 P3

P2 P2 P2 P2 P3 P3 P3

P2 P2 P2 P2 P3 P3

P2 P2 P2 P3 P3

P2 P2 P2 P3 P3

P2 P2 P3 P3

P2 P3 P3 P3

P2 P3 P3

P3 P3 P3 -

P2 P2 P2 P2 P3 P3 P3

P2 P2 P2 P2 P3 P3

P2 P2 P2 P3 P3 P3

P2 P2 P2 P3 P3

P2 P2 P3 P3

P2 P3 P3 P3

P2 P3 P3 -

P3 P3 -

P3 P3 - -

P2 P2 P2 P2 P3 P3

P2 P2 P2 P3 P3 P3

P2 P2 P2 P3 P3

P2 P2 P3 P3 P3

P2 P2 P3

P2 P3 P3 -

P3 P3 -

P3 P3 - -

P3 - -

P2 P2 P2 P3 P3 P3

P2 P2 P2 P3 P3

P2 P2 P3 P3

P2 P2 P3 P3

P2 P3 P3 P5 *

P2 P3 P5 *

P3 P3 P5 * P6 *

P3 P5 * P5 * P6 *

P3 P5 * P6 * P6 *

P2 P2 P2 P3 P3

P2 P2 P3 P3 P3

P2 P2 P3 P3

P2 P3 P3

P2 P3 P3 P5 *

P3 P3 P5 * P5 *

P3 P3 P5 * P5 * P6 *

P3 P5 * P6 * P6 *

P3 P5 * P5 * P6 * P6 *

POST SELECTION TABLE - TWO POSTS

LB

2



OFSHEET 8


W

H

TOP OF

FOOTING

LB

LB = MAXIMUM DISTANCE BETWEEN TOP OF A FOOTING AND BOTTOM

2. FOR SELECTION OF POSTS, ENTER TABLES WITH VALUES OF "W", "H"

B

B

"A" OR "B".

1. DETERMINE VALUES OF "W", "H", AND "L " AS INDICATED IN SKETCHES

GROUND LINE

AND "L ".

LEGEND:

SKETCH A

W1

5

**W

1

5

** 3

5W

**

LB

B

5. USE THE LONGEST POST TO SELECT ALL POST SIZES.

P2 = W6 x 12

P3 = W6 x 15

P4 = W8 x 18

P5 = W8 x 21

P6 = W10 x 22

P7 = W10 x 26

P8 = W14 x 30

W = 10'

H = 5'

= 12'

TWO P3 = W6 x 15 STEEL POSTS ARE REQUIRED.

THE TABLE, USE NEXT HIGHEST FT VALUE.

4. ALL POSTS ARE ASTM A 572, GRADE 50 STEEL.

ITS-1230

FOR A DMS WHERE

DMS POST SELECTION NOTES:

W = MAXIMUM WIDTH OF DMS.

H = MAXIMUM HEIGHT OF DMS.

OF DMS.

3. FOR A DMS SIZE BETWEEN THOSE VALUES OF "W", "H" AND "L " IN

TO THE OVERHANGS.

SPACING. THE REMAINING DMS WIDTH "W" SHOULD BE EQUALLY DISTRIBUTED

CLEAR SPACING OF 7' BETWEEN POSTS BY INCREASING THE 3/5 W

6. POSTS IN THE SELECTION TABLE WITH AN "*" MUST HAVE A MINIMUM

** SEE NOTE 6


FT

W

FT

HEIGHT "H" IN FT

6'

7'

8'

9'

10'

4' 5' 6' 7' 8' 9' 10'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

P2 P2 P2 P3 P3

P2 P2 P3 P3

P2 P3 P3 P3

P2 P3 P3 P5 *

P2 P3 P3 P5 * P6 *

P3 P3 P5 * P6 *

P3 P5 * P6 * P6 *

P3 P5 * P5 * P6 * P6 *

P5 * P6 * P6 * P8 *

P2 P2 P3 P3 P4 P4 P4

P2 P2 P3 P3 P4 P4 P4

P2 P3 P3 P4 P4 P4 P5

P2 P3 P3 P4 P4 P5 P5

P3 P3 P4 P4 P4 P5 P6

P3 P4 P4 P4 P5 P6 P6

P3 P4 P4 P4 P5 P6 P6

P3 P4 P4 P5 P6 P6 P8

P4 P4 P4 P5 P6 P6 P8

P2 P2 P3 P3 P4 P4 P4

P2 P3 P3 P3 P4 P4 P4

P2 P3 P3 P4 P4 P4 P5

P2 P3 P4 P4 P4 P5 P6

P3 P3 P4 P4 P5 P5 P6

P3 P4 P4 P4 P5 P6 P6

P3 P4 P4 P5 P6 P6 P7

P4 P4 P4 P5 P6 P6 P8

P4 P4 P5 P6 P6 P8 P8

P2 P2 P3 P3 P4 P4 P4

P2 P3 P3 P4 P4 P4 P5

P2 P3 P3 P4 P4 P4 P5

P3 P3 P4 P4 P4 P5 P6

P3 P3 P4 P4 P5 P6 P6

P3 P4 P4 P5 P5 P6 P6

P4 P4 P4 P5 P6 P6 P8

P4 P4 P5 P5 P6 P7 P8

P4 P4 P5 P6 P6 P8 P8

POST SELECTION TABLE - TWO POSTS

LBFT

W

FT

HEIGHT "H" IN FT

11'

12'

13'

14'

4' 5' 6' 7' 8' 9' 10'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

P2 P2 P3 P4 P4 P4 P5

P2 P3 P3 P4 P4 P4 P5

P2 P3 P4 P4 P4 P5 P6

P3 P3 P4 P4 P4 P6 P6

P3 P4 P4 P4 P5 P6 P6

P3 P4 P4 P5 P6 P6 P8

P4 P4 P4 P5 P6 P6 P8

P4 P4 P5 P6 P6 P8 P8

P4 P4 P5 P6 P6 P8 P8

9'

10'

11'

12'

13'

14'

15'

16'

17'

15'

* SEE NOTE 6

-

-

- -

-

-

-

-

-

-

-

-

-

-

--

-

-

- - -

- -

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

----

-

-

-

-

-

-

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 * P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 * P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

P4 *

16'

17'

18'

19'

20'

21'

22'

P4 P4 P5 P6 P6 P8 P8

P4 P6 P8

16'

17'

P3 P4

P5

P2 P3 P4 P4 P5

P2 P3 P3 P4 P4 P5

9'

10'

P3 P3 P4 P4 P4 P5 P611'

P5P3 P3 P4 P4 P6 P612'

P5 P7P3 P4 P4 P5 P613'

P3 P4 P4 P5 P6 P6 P814'

P5 P6 P8P4 P4 P6 P815'

P5 P6 P9P8

P3 P4

P5

P2 P3 P4 P4 P5

P2 P3 P4 P4

9'

10'

P3 P3 P4 P4 P4 P5 P611'

P5P3 P4 P4 P6 P612'

P5 P8P3 P4 P4 P613'

P3 P4 P4 P5 P6 P6 P814'

P5 P6 P8P4 P4 P6 P815'

P5 P6 P9P8

P4 P4 P5 P6 P8 P8

P4 P6 P8

16'

17'

P4

P4

P6

P8

P6

P3 P4

P5

P2 P3 P4 P4 P5

P2 P3 P4 P4

P3 P3 P4 P4 P5 P6

P5P3 P4 P4 P6

P5 P8P3 P4 P4 P6

P4 P6 P8

P5 P6 P8P4 P4 P6 P8

P5 P6 -P8

P4 P6 P8

P4 P6 P8

P4

P4

P6

P8

P6

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

P9

P7

P8

P5

P6P5

P6P5

P4

P3 P5

P5

P2 P3 P4 P4 P5

P3 P4 P4

P3 P3 P4 P4 P6

P5P3 P4 P6

P5 P8P3 P4 P4

P4 P6 P8

P5 P6 P8P4 P4 P8

P5 P6 -P8

P4 P6 P8

P4

P4

P4

P6

P8

P6

P9

P8

P8

P5

P6P5

P6P5

P4

P9

P7

P6

P8

P8

P5

P3

P3 P5

P5

P2 P4 P4

P3 P4

P3 P4 P4 P6

P6P3 P4 P6

P6 P8P4 P4

P4 P6 P8

P5 P6 P8P4

P5 P6 -P8

P4 P6 P8

P4

P4

P4

P6

P8

P6

P9

P8

P8

P5

P6P5

P6P5

P4

P9

P8

P6

P8

P8

P5

P3

P9

P6

P5

P5

P4

P4

P4

P3 P5

P6

P2 P4 P4

P3 P4

P3 P4 P4 P6

P6P3 P4 P6

P6 P8P4 P4

P4 P8

P6 P6 P8P4

P6 P6 -P8

P4

P4

P4

P6

P8

P6

-

P8

P8

P5

P6P5

P6P5

P4

P9

P8

P6

P8

P8

P5

P3

P9

P6

P5

P5

P4

P4

P4

P9

P7

P8

P5

P3 P5

P6

P4 P4

P3 P4

P3 P4

P6P3 P4

P6 P8P4

P4 P8

P6 P6 P8P4

P6 P6 -P8

P4

P4

P4

P6

P8

P6

-

P8

P8

P6

P6P5

P6P5

P4

-

P8

P6

P8

P8

P5

P3

P9

P6

P5

P5

P4

P4

P4

P9

P8

P8

P5

P5

P8

P3

P5 P8

* SEE NOTE 6

P9 = W18 x 35

P2 = W6 x 12

P10 = W18 x 40

POST SELECTION TABLEPOST MOUNTED DMS, TYPE A

POST SELECTION EXAMPLE

DMS ON TWO POSTS

8. SEE ITS-1230 SHEET 3 FOR THREE-POST INSTALLATION.

7' CLEARANCE, EACH POST SHALL HAVE A WEIGHT LESS THAN 17 LB/FT.

NOT EXCEED 600 LB. FOR TWO POSTS SPACED WITH LESS THAN

HINGE PLATE, BUT ABOVE THE SHEAR PLATE OF THE BREAKAWAY BASE, SHALL

A WEIGHT NO GREATER THAN 44 LB/FT. THE TOTAL WEIGHT BELOW THE

A CLEAR DISTANCE OF 7' OR MORE FROM ANOTHER POST, SHALL HAVE

MAY BE ERECTED WITHIN A 7' PATH. A SINGLE POST SPACED WITH

DETERMINED USING THIS POST SELECTION TABLE. NO MORE THAN TWO POSTS

7. THERE IS NO NEED TO CHECK THE BELOW WEIGHT CRITERIA FOR POSTS






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

3



OFSHEET 8


ITS-1230

W

H

SKETCH B

LB

TOP OF

FOOTING

GROUND LINE

/16W /13W /13W /16W


LBFT

W

FT

HEIGHT "H" IN FT

4' 5' 6' 7' 8' 9' 10'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

9'

10'

11'

12'

13'

14'

15'

16'

17'

P2

P2

P2

P2

P2

P2

P2

P2

P2

P2

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P8

P8 P8

P8

P8

P8

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6

P6P6

P6

P6

P6

P6P6

P6

P6

P6

P6

P6

P6

P6

P6

P8

P8

P8 P8

P8

P8

P8

P8

P8

P8

P8

P8 P8

P8 P8

P8

P8

P8

P8

P8

P8

P8

22'

23'

24'

25'

P3

P3

P3

P3

P3

P3

P3

P3

P3

P4

P4

P4 P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4 P4

P5

P5

P5

P5

P5

P5

P5

P5

P5

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P3

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P5

P5

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P4

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P5

P7

P7

P7

POST SELECTION TABLE - THREE POSTS

LEGEND:

P2 = W6 x 12

P3 = W6 x 15

P4 = W8 x 18

P5 = W8 x 21

P6 = W10 x 22

P7 = W10 x 26

P8 = W14 x 30

P9 = W18 x 35

P2 = W6 x 12

P10 = W18 x 40

P9

P9

POST SELECTION TABLEPOST MOUNTED DMS, TYPE A

DMS ON THREE POSTS

ON TWO POSTS.

1. SEE ITS-1230 SHEET 2 FOR DMS POST SELECTION NOTES AND DMS

GENERAL NOTE:






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

GENERAL NOTES:

REFERENCE DRAWINGS

REINFORCEMENT BAR FABRICATION DETAILS




BARRIER PLACEMENT AT OBSTRUCTIONS

SINGLE FACE CONCRETE BARRIER PLACEMENT AT MEDIAN PIERS

RC-11M

RC-52M

RC-53M

RC-54M

RC-58M

BC-736M

BC-741M

d

ALLOWABLE ANCHOR BOLT STRESSES AASHTO 2001 SIGN SPECS. 5.17

BOLT DESIGN CRITERIA AASHTO 2001 SIGN SPECS. 5.16

COMBINED BOLT SHEAR AND TENSION 10.32.3.3.3

BOLT PRYING ACTION 10.32.3.3.2

SLIP-CRITICAL BOLT ALLOWABLE 10.32.3.2.1

ALLOWABLE BOLT STRESSES TABLE 10.32.3B

BOLT CRITERIA AASHTO HIGHWAY BRIDGES (U.N.O.)

OVERHEAD SIGN STRUCTURES

GROUP LOADS AASHTO 2001 SIGN SPECS. 3.4

F

4

**

**



OFSHEET 8


INFORMATIONAL NOTES:

CONSTRUCTION GENERAL NOTES:

NOTES TO DESIGNER:

LEGEND

ITS-1230

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

(STRENGTH DESIGN AND FATIGUE DESIGN)

WIND DRAG COEFFICIENT C = 1.7 FOR DMS

DMS SIZE AND DEAD LOAD PER SUPPLIER

WIND AND 30% GUST FACTOR

EQ. C-1, WITH 80 MPH

WIND LOAD APPENDIX C, SECTION C.3,

ICE LOAD 3.7

LIVE LOAD (CATWALKS) 3.6

DEAD LOAD 3.5

LOADING AASHTO 2001 SIGN SPECS.(U.N.O.)

MAXIMUM DESIGN LATERAL DISPLACEMENT 0.5"

OR L-PILE

DRILLED SHAFTS (CAISSONS): DM4 SEC.10.8, PENNDOT COM624

MINIMUM AREA IN BEARING 95%

SPREAD FOOTINGS:

ONE TEST BORING SHALL BE PROVIDED AT EACH DMS FOUNDATION LOCATION

FOUNDATION NOTES

*

CANTILEVER STRUCTURESGENERAL NOTES FOR

WARRANTS FOR INSTALLATION.

USE OF GUIDE RAIL AND/OR CONCRETE BARRIER SHALL MEET APPLICABLE PENNDOT

CHAPTER 12 GUIDE RAIL, MEDIAN BARRIER AND ROADSIDE SAFETY DEVICES.

PROVIDE CRASHWORTHY BARRIER IN ACCORDANCE WITH PENNDOT PUB 13M (DM-2).

BRIDGE-MOUNTED DMS ARE PROHIBITED.

CRASHWORTHY BARRIER, SEE TABLE A, BC-741M SHEET 2.

ALL DMS SUPPORTS LOCATED WITHIN THE CLEAR ZONE MUST BE SHIELDED WITH A

CONTRACT DRAWINGS FOR CANTILEVER SUPPORT STRUCTURES.

USE THESE STANDARDS AS A BASIS FOR THE PREPARATION OF STRUCTURE LAYOUTS AND

READ THESE NOTES BEFORE USING THESE STANDARDS.

PERMANENT CAMBER 10.5

ALLOWABLE DEFLECTION 10.4

SERVICEABILITY CRITERIA

SUPPORT STRUCTURES LOCATED ON MINOR ARTERIALS, COLLECTORS, OR LOCAL ROADS.

A FATIGUE IMPORTANCE CATEGORY OF II MAY BE USED FOR NON-CANTILEVERED DMS

ALSO BE DESIGNED FOR GALLOPING.

AND TRUCK-INDUCED GUSTS. CENTER-MOUNT AND CANTILEVER STRUCTURES SHALL

ALL DMS SUPPORT STRUCTURES SHALL BE DESIGNED FOR NATURAL WIND GUSTS

TRUCK-INDUCED GUST 11.7.4

NATURAL WIND GUST 11.7.3

GALLOPING 11.7.1

FATIGUE IMPORTANCE CATEGORY ( I = I) 11.6

FATIGUE REQUIREMENTS SECTION 11

FATIGUE CRITERIA

ALLOWABLE STRESSES FOR STRUCTURAL STEEL SECTION 5

ALLOWABLE STRESSES FOR COMBINED STEEL STRESS 5.12

ALLOWABLE STRESSES FOR BASE PLATES 5.8

ALLOWABLE STRESSES FOR DMS SUPPORTS 5.12

ALLOWABLE STRESSES FOR TUBULAR SHAPES 5.6 (TABLE 5-3) & 5.11

MAXIMUM STRESSES IN TUBULAR SHAPES APPENDIX B, TABLE B-2

SECTION PROPERTIES FOR TUBULAR SHAPES APPENDIX B, TABLE B-1

STRENGTH CRITERIA

STEEL CRITERIA AASHTO 2001 SIGN SPECS. (U.N.O.)

5.

4.

3.

2.

1.

6.

5.

4.

3.

2.

1.

DESIGN CRITERIA FOR PENNDOT DMS STRUCTURES:

DMS: DYNAMIC MESSAGE SIGN

CVN: CHARPY V-NOTCH

STRUCTURAL CONCRETE WITH COMMENTARY (ACI 318M-99)

ACI: AMERICAN CONCRETE INSTITUTE - METRIC BUILDING CODE REQUIREMENTS FOR

U.N.O.: UNLESS NOTED OTHERWISE

STRUCTURES, MAY 2012 EDITION

DM4: PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, DESIGN MANUAL PART 4,

FOR HIGHWAY BRIDGES, 17TH EDITION

TRANSPORTATION OFFICIALS, STANDARD SPECIFICATIONS

AASHTO HIGHWAY BRIDGES; AMERICAN ASSOCIATION OF STATE HIGHWAY AND

4TH EDITION, 2001, INCLUDING INTERIMS THROUGH 2006

SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS,

OFFICIALS, STANDARD SPECIFICATIONS FOR STRUCTURAL

AASHTO 2001 SIGN SPEC; AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

COLUMN DESIGN (PEDESTALS) 8.15.4

TORSION ACI SECTION A.7.3*

FOOTING STABILITY REQUIREMENTS DM4 D5.5.5

DISTRIBUTION OF REINFORCEMENT 4.4.11.2.2

PRESSURES FOR ECCENTRICALLY LOADED FOOTINGS FIG. 4.4.7.1.1.1C

MINIMUM CONCRETE COVER DM4 8.22.1*

SPACING LIMITS FOR REINFORCEMENT 8.21

MINIMUM REINF. OF FLEXURAL MEMBERS 8.17.1

SLENDERNESS OF COLUMNS 8.16.5.2

ALLOWABLE SHEAR STRESS 8.15.5.6.4

SHEAR STRESS IN FOOTINGS 8.15.5.6.2

SHEAR CAPACITY OF FOOTINGS 8.15.5.6.1

REINFORCEMENT TENSILE STRESS 8.15.2.2

ALLOWABLE BEARING STRESS 8.15.2.1.3

CONCRETE CRITERIA AASHTO HIGHWAY BRIDGES (U.N.O.)

SINGLE STRUT/CHORDS ARE NOT PERMITTED FOR DMS SUPPORT STRUCTURES.

MAXIMUM DIMENSIONS, DEAD LOAD, AND ECCENTRICITY.

INCLUDE ALL ASSUMPTIONS OF THE DMS ON THE CONTRACT DRAWINGS INCLUDING

BY THE CONTRACTOR.

SHALL BE PREPARED BY THE DMS MANUFACTURER'S PROFESSIONAL ENGINEER AND SUBMITTED

LUMINAIRES AND TRAFFIC SIGNALS AS AMENDED BY PENNDOT." THE CERTIFICATION LETTER

THE AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

OF THE DMS AND THE CONNECTION TO THE SIGN STRUCTURE MEET THE REQUIREMENT OF

IN THE COMMONWEALTH OF PENNSYLVANIA, CERTIFYING THAT THE INTERNAL STRUCTURE

CERTIFICATION LETTER, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED

INCLUDE THE FOLLOWING NOTE IN THE CONTRACT SPECIAL PROVISIONS - "PROVIDE A

HEREIN. OBTAIN FOUNDATION APPROVAL FROM THE REPRESENTATIVE.

ACCEPTABLE FOR USE WITH DMS, PROVIDED THEY MEET ALL DESIGN CRITERIA SPECIFIED

FOUNDATION DETAILS PROVIDED IN BC-741M FOR CANTILEVER SUPPORT STRUCTURES ARE

CONTRACT DRAWINGS BASED ON DESIGN REQUIREMENTS AS SPECIFIED HEREIN.

HORIZONTAL STRUTS AND VERTICAL COLUMNS SHALL BE DESIGNED AND DETAILED ON THE

STRUCTURES ARE NOT ACCEPTABLE FOR USE WITH DMS. THE CONNECTION BETWEEN THE

THE STRUT CONNECTION DETAILS PROVIDED IN BC-741M FOR CANTILEVER SUPPORT

TELESCOPING (SLIP-FIT) FIELD SPLICES FOR DMS SUPPORT STRUCTURES ARE PROHIBITED.

ALUMINUM DMS SUPPORT STRUCTURES ARE PROHIBITED.

CARRYING DMS.

COMPUTATION MUST BE SUBMITTED FOR ALL COMPONENTS OF SUPPORT STRUCTURES

THE BD-641M STANDARDS MAY BE USED FOR PRELIMINARY MEMBER SIZES ONLY; DESIGN

PENNSYLVANIA AND SUBMITTED TO THE CHIEF BRIDGE ENGINEER FOR REVIEW AND APPROVAL.

MUST BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

SUPPORT SIGN STRUCTURES INTENDED TO CARRY DMS NOT COVERED IN THESE STANDARDS

AASHTO/AWS D1.5M/D1.5:2008".

PROVISIONS. USE AASHTO/AWS D1.1/D1.1M:2008 FOR WELDING NOT COVERED IN

NUMBER), AASHTO/AWS D1.5M/D1.5:2008-BRIDGE WELDING CODE AND CONTRACT SPECIAL

WORKMANSHIP IN ACCORDANCE WITH PENNDOT PUB 408 - (INDICATE YEAR AND CHANGE

PLACE THE FOLLOWING NOTE ON CONTRACT DRAWINGS - "PROVIDE MATERIALS AND

ENGINEER. IT IS PREFERABLE TO SECURE A S-NUMBER AT THE TS&L APPROVAL STAGE.

PROPOSED, PROVIDE JUSTIFICATION FOR REVIEW AND APPROVAL OF THE CHIEF BRIDGE

SIZES ARE NOT REQUIRED IN THE TS&L SUBMISSION. IF A CANTILEVER STRUCTURE IS

STRUCTURE TYPE AND ALL CRITICAL VERTICAL AND HORIZONTAL CLEARANCES. MEMBER

DISTRICT BRIDGE UNIT REVIEW AND APPROVAL. THE TS&L DRAWINGS SHALL INCLUDE

A TS&L SUBMISSION IS REQUIRED FOR DMS SUPPORT CANTILEVER STRUCTURES FOR

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PIPE DIAMETERS SHOWN FROM 14 INCHES AND UP ARE ACTUAL DIAMETERS.

PIPE DIAMETERS SHOWN UP TO AND INCLUDING 12 INCHES ARE NOMINAL DIAMETERS.

FRACTURE CRITICAL AS GIVEN IN THE AASHTO MATERIAL SPECIFICATIONS.

PLANS BY (CVN), PROVIDE STEEL CONFORMING TO THE CVN REQUIREMENTS FOR ZONE 2, NON

STEEL MEMBER COMPONENTS REQUIRING CHARPY V-NOTCH TESTING ARE DESIGNATED ON THE

PROVIDE 4 NUTS, 2 WASHERS, AND 1 JAMNUT FOR EACH ANCHOR BOLT.

PROVIDE A MINIMUM ANCHOR BOLT EMBEDMENT LENGTH OF 20 ANCHOR BOLT DIAMETERS.

PROVIDE ANCHOR BOLT HOLES ‚" LARGER THAN BOLT DIAMETER.

PROVIDE BOLT HOLES ˆ" LARGER THAN BOLT DIAMETER.

ALL BOLT HOLES SHALL BE DRILLED.

PUB 408 UNLESS STAINLESS STEEL OR OTHERWISE INDICATED.

GALVANIZE ALL STRUCTURAL STEEL BOLTS, NUTS & WASHERS IN ACCORDANCE WITH PENNDOT

DIMENSIONS NECESSARY TO PROVIDE A PROPER FOUNDATION.

SPREAD FOOTINGS MAY BE ORDERED BY THE ENGINEER TO BE AT ANY ELEVATION OR OF ANY

DIMENSIONS ARE BASED ON A NORMAL TEMPERATURE OF 68 DEGREES F.

ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.

CHAMFER EXPOSED CONCRETE EDGES 1 INCH BY 1 INCH.

NECESSARY FOR PROPER FIT OF THE PROPOSED CONSTRUCTION.

VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURES IN THE FIELD AS

RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED.

FOR CONCRETE REINFORCEMENT. DO NOT WELD REINFORCING STEEL BARS.

PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF ASTM A615

USE CLASS A CEMENT CONCRETE f'c = 3000 PSI IN PEDESTALS, FOOTINGS AND CAISSONS.

PROVIDE 3-INCH CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.

ALL DIMENSIONS ARE IN U.S. CUSTOMARY UNITS.

ALL FILLET WELDS SHOWN ARE MINIMUM SIZE UNLESS NOTED OTHERWISE.

BRIDGES, 17TH EDITION; PENNDOT DESIGN MANUAL - PART 4, MAY 2012 EDITION.

2006 (UNLESS NOTED OTHERWISE); AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY

LUMINAIRES AND TRAFFIC SIGNALS, 4TH EDITION, 2001, INCLUDING INTERIMS THROUGH

AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

DESIGN SPECIFICATIONS:

AND TRAFFIC SIGNALS (2005).

STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES,

INSTALLATION, INSPECTION, MAINTENANCE, AND REPAIR OF

U-BOLT INSTALLATION: PER FHWA PUB GUIDELINES FOR THE

BOLTS: PER PENNDOT PUB 408 SECTION 1230.2(k)

ANCHOR BOLTS: PER PENNDOT PUB 408 SECTION 1230.2(k)

PROVIDE BOLTS CONFORMING TO THE FOLLOWING:

FOR CHORDS.

MEMBERS ARE ONLY PERMITTED FOR COLUMNS. PRESS-BREAK MEMBERS ARE NOT PERMITTED

MINIMUM THICKNESS OF PRESS-BREAK MEMBERS TO BE 8 (5/16"). ALTERNATE PRESS-BREAK

FROM THE CENTER OF THE MEMBER TO THE MID-POINT OF ANY CHORD OF THE MEMBER.

THEY ARE REPLACING. EQUIVALENT RADIUS FOR PRESS-BREAK MEMBERS IS MEASURED

ALTERNATE PRESS-BREAK MEMBERS MUST HAVE THE EQUIVALENT STRENGTH OF THE MEMBER

ALTERNATE PRESS-BREAK MEMBERS:

ANGLES, SHAPES, AND PLATES: PER PENNDOT PUB 408 SECTION 1230.2(k)

PIPE COLUMNS: PER PENNDOT PUB 408 SECTION 1230.2(k)

& PIPE BRACING

PIPE COLUMNS & PIPE CHORDS: PER PENNDOT PUB 408 SECTION 1230.2(k)

PROVIDE STRUCTURAL STEEL CONFORMING TO THE FOLLOWING:

AASHTO/AWS D1.5M/D1.5:2008.

TRAFFIC SIGNALS". USE AASHTO/AWS D1.1/D1.1M:2008 FOR WELDING NOT COVERED IN

SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND

WELDING CODE AND CONTRACT SPECIAL PROVISIONS, AND AASHTO "STANDARD

OF THE PENNDOT PUB 408 (LET DATE VERSION), AASHTO/AWS D1.5M/D1.5:2008-BRIDGE

PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH THE CURRENT VERSIONS

MATERIALS AND WORKMANSHIP:

6.

5.

4.

3.

2.

1.






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

PEDESTAL

TOP OF BASE PLATE

TOP OF

CO

LU

MN

HEI

GH

T

=

SIGN STRUCTURE LOCATION

SEE PLAN SHEET FOR

TABLE OF ESTIMATED QUANTITIES

ITEM UNIT QUANTITY

STEEL SIGN STRUCTURE

CLASS 3 EXCAVATION

CLASS A CEMENT CONCRETE

REINFORCEMENT BARS

ITEM NO.

*

*

LUMP SUM ITEM NO.

ITEMS SHOWN FOR INFORMATION ONLY, INCLUDED IN

0000 - 0000

0000-0000

0000-0000

0000-0000

5

DESIGN CRITERIA

*

*

TOP CHORD

BOTTOM CHORD

� TRUSS

CANTILEVER STRUCTURESSAMPLE CONTRACT PLANS FOR

SEE BC-741M SEE BC-741M

EL.=

BOTTOM OF FOOTING

REQUIREMENTS AND DETAILS.

ADDITIONAL REINFORCEMENT

"P" BARS. SEE BC-741M FOR

(COUNT)-(BAR SIZE) PEDESTAL

(E)x(E) PEDESTAL WITH

EL. =

TOP OF PEDESTAL

SEE BC-741M FOR CLEARANCE REQUIREMENTS.

*

*

DESIGN WEIGHT OF DMS (W)=

DESIGN LENGTH (X)=

OVERALL LENGTH (L)=

DMS ECCENTRICITY =

DESIGN HEIGHT (H)=

DESIGN DMS HEIGHT (DY)=

DESIGN DMS LENGTH (DX)=

DESIGN DMS AREA (A)=



OFSHEET 8


ITS-1230

FRONT ELEVATION SIDE ELEVATION

NOT TO SCALE

CANTILEVER DMS SUPPORT STRUCTURE

LOCATION PLAN

FOR CANTILEVER

CAMBER DETAIL

TRUSS CAMBER NOTE

FOR CANTILEVER

TRUSS CAMBER DIAGRAM3'-6"

INDICATE ENGLISH UNITS ONLY.

PERMITTING DRAINAGE. DO NOT USE NON-SHRINK GROUT.

TO PREVENT ENTRY BETWEEN SCREEN AND FOUNDATION WHILE

HARDWARE. SCREEN IS TO BE OF SUFFICIENT STIFFNESS

AND ATTACHED TO BASE PLATE WITH STAINLESS STEEL

PREVENT ENTRY OF RODENTS. SCREEN IS TO BE REMOVABLE

PLATE WITH GALVANIZED SCREEN, ‚" TO …" OPENING, TO

SEAL GAP BETWEEN TOP OF PEDESTAL AND BOTTOM OF BASE

AND STANDARD WEATHERPROOF SERVICE ENTRANCE CAP.

INCLUDING HAND HOLE, WEATHERPROOF ENCLOSURE,

SEE BC-741M FOR ADDITIONAL FABRICATION DETAILS

DRAWING SHEET NUMBER) FOR FABRICATION DETAILS.

CHORD SIZE IS (O.D.) x (WALL THK). SEE SHEET (CONTRACT

EXCEPT FOR CHORD CONNECTIONS.

BC-741M FOR ALL FABRICATION DETAILS

COLUMN SIZE IS (O.D.) x (WALL THK.). SEE


FOOTING TYPE (SIZE). SEE BC-741M FOR REINFORCEMENT


"P" BARS. SEE BC-741M FOR ADDITIONAL REINFORCEMENT

(E)x(E) PEDESTAL WITH (COUNT) - (BAR SIZE) PEDESTAL

IN ( ) PARENTHESES.

DESIGN REQUIREMENTS. DESIGNER MUST PROVIDE INFORMATION

PLACE THE FOLLOWING NOTES ON CONTRACT DRAWINGS BASED ON

LBS

CY

CY

LBS

THE CHIEF BRIDGE ENGINEER.

OBTAINING CAMBER MAY BE USED AS APPROVED BY

IN PROVIDING CAMBER. AN ALTERNATIVE METHOD OF

WELDING TO CHORDS. NO FORCE SHALL BE APPLIED

PLATES SHALL BE SKEWED ACCORDINGLY BEFORE

BOTTOM CHORD STUB LENGTH. CHORD SPLICE

THE TOP CHORD STUB LENGTH AND LENGTHENING THE

TRUSS CAMBER SHALL BE OBTAINED BY SHORTENING

1+400

NOTES TO DESIGNER:

SLIP FIT CONNECTIONS ARE NOT PERMITTED

MAXIMUM OVERALL LENGTH = 30'-0"

MAXIMUM DMS DEAD LOAD = 2500 LBS

MAXIMUM DMS DEPTH = 4'-0"

MAXIMUM DMS FRONT AREA = 120 SF

FULL SPAN TRUSS STRUCTURE.

LANE CLOSEST TO VERTICAL COLUMN ARE TO BE INSTALLED ON A

COLUMN ONLY. DMS OVER MORE THAN ONE LANE OR BEYOND THE

LIMIT DMS TO EXTEND OVER THE LANE CLOSEST TO THE VERTICAL

CANTILEVER SUPPORT STRUCTURES ARE LIMITED TO THE FOLLOWING:

TRUSS IS NOT FEASIBLE.MOUNT OR AN OVERHEAD

ARE ONLY PERMITTED WHEN IT CAN BE DEMONSTRATED THAT A CENTER-

ENGINEER APPROVAL AT THE TS&L STAGE. CANTILEVER SUPPORT STRUCTURES

SUPPORTING DMS REQUIRE WRITTEN JUSTIFICATION AND CHIEF BRIDGE

CANTILEVER SUPPORT STRUCTURES WITHIN PENNDOT RIGHT-OF-WAY

5.

6.

7.

8.

9.

10.

11.

12.

1.

2.

3.

4.

SHEET 6 AND SHEET 7 FOR REQUIRED CONNECTION DETAILS.

WITH THIS STANDARD AND DESIGN REQUIREMENTS. SEE ITS-1230

CONNECTION DETAILS ON THE CONTRACT DRAWINGS IN ACCORDANCE

AS DETAILED IN BC-741M ARE NOT PERMITTED. PROVIDE ALL

CONNECTION DETAILS BETWEEN THE STRUT AND COLUMN

CANTILEVER SUPPORT STRUCTURES REQUIRE SPECIAL DESIGN.

SUBSYSTEM.

PLACEMENT GUIDELINES AND MAINTENANCE CONSIDERATIONS FOR DMS

DESIGN GUIDE, CHAPTER 3 FOR DESIGN CONSIDERATIONS, LOCATION AND


BAR NUMBER AND SIZE, AND ROCK SOCKET REQUIREMENTS AS REQUIRED.

DEPTH, TOTAL CAISSON LENGTH, VERTICAL AND TIE REINFORCEMENT

CAISSON ELEVATION, BOTTOM OF CAISSON ELEVATION, EMBEDMENT

FOR CAISSON ALTERNATIVE, PROVIDE CAISSON DIAMETER, TOP OF

ACCORDANCE WITH ITS-1230 SHEET 8.

PROVIDE DMS CONNECTION DETAILS ON THE CONTRACT DRAWINGS IN

ITS-1230 SHEET 6 AND SHEET 7 ON THE CONTRACT DRAWINGS.

PROVIDE CANTILEVER STRUCTURE DETAILS AND CONNECTION DETAILS FROM

PROVIDE GENERAL NOTES FROM ITS-1230 SHEET 4.

MINIMUM REQUIRED INFORMATION WITH

STRUCTURE CONFIGURATION AS REQUIRED. SAMPLE INDICATES

PROVIDE DIMENSIONS AND ELEVATIONS BASED ON ACTUAL

REQUIRED CAMBER BASED ON DESIGN REQUIREMENTS.

PLACE CAMBER DIAGRAM ON CONTRACT DRAWINGS AND SPECIFY

BENDING RADIUS AND PROJECT SPECIFIC REQUIREMENTS.

ALTERNATE DETAILS FROM BC-741M MAY BE REQUIRED TO MEET CABLE

ON CONTRACT PLANS BASED ON SITE SPECIFIC REQUIREMENTS.

WEATHERPROOF SERVICE ENTRANCE CAP SIZE AND LOCATIONS

PROVIDE HAND HOLE, WEATHERPROOF ENCLOSURE, AND STANDARD






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

DE

SI

GN

HEI

GH

T (

H)

VARIABLE CLEARANCE

TRUSS CAMBER

� STRUCTURE & DMS

DMS LENGTH (DX)=

OVERALL LENGTH (L) =

HEIGHT=

PEDESTAL

FOOTING WIDTH

(O.D.) X (WALL THK.)

DIAGONAL

=

CHORD SPACING


VERTICAL

� COLUMN

FOOTING LENGTH

SERVICE ENTRANCE CAP

STANDARD WEATHERPROOF

DX/2DX/2

LENGTH (X)

DESIGN

� COLUMN

(CAMBERED)

� SPLICE

(UNCAMBERED)

� SPLICE

STA

SIGN STRUCTURE

� COLUMN

=

ECCENTRICITY

OF GRAVITY

DMS CENTER

CHORDS

DMS HEIGHT (DY) =

REQUIREMENTS AND DETAILS

BC-741M FOR REINFORCEMENT

FOOTING TYPE (SIZE). SEE


CHORD

PAVEMENT

EDGE OFCONDUIT

EL.

� STRUCTURE & DMS


COLUMN SIZE IS

EL. =

CLR. TOP OF ROADWAY

PT. OF MIN. VERT.

2'-0" (MIN)

SEE ITS-1201 SHEET 7.

MAINTAINER PAD (IF REQUIRED).

2'-0"

6"

17'-6" (MIN)

MIN. VERT. CLR=

ACTUAL VERT. CLR. = (SEE ITS-1201 SHEET 1, SHEET 2, OR SHEET 3).

ENCLOSURE (IF REQUIRED).

6

AA

PEDESTAL

TOP OF

B

STUB TRUSS

*

*

B


*

*

*

*

*



OFSHEET 8

TRUSS AND COLUMN DETAILSCANTILEVER STRUCTURES


ITS-1230

ELEVATION - TYPICAL CANTILEVER SIGN SUPPORT

COLUMN - STUB CONNECTION

SECTION A-A

SECTION B-B

NOTES TO DESIGNER:

1'-6" (

MI

N)

3'-0"

3'-0"

(M

AX)

(M

AX)

(MI

N)

1'-6"

6"

(MIN)

1'-3"

CONTRACT PLANS AS REQUIRED BY DESIGN.

MEMBERS, PLATES, AND BOLTS SHALL BE DETAILED ON THE

CONCEPTUAL AND ARE THE MINIMUM REQUIREMENTS. ALL

THE CONNECTION DETAILS SHOWN IN THESE STANDARDS ARE 1.

1'-9" (MIN)

1'-3" (MIN)

SPLICE PLATE

(MIN)

(ITS-1230 SHEET 7)

SEE DETAIL 1

(ITS-1230 SHEET 7)

SEE DETAIL 2

(ITS 1230 SHEET 7)

SEE DETAIL B


ASSEMBLY WELD DETAIL

SEE CHORD SPLICE






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

BO

LT

CI

RC

LE

OVERALL LENGTH (L)

BY DESIGN

AS REQUIRED

DIA (MIN)

1.75 X BOLT

PLATE

SPLICE

CHORDS

� TRUSS

� BRACKET PLATE (TRUSS SIDE)

� VERTICAL STUB STIFFENER (STUB SIDE)

� CHORD

� BRACKET PLATE (TRUSS SIDE)

� HORIZONTAL STUB STIFFENER (STUB SIDE)

VERTICAL STUB STIFFENER (TYP)

� CHORD

BRACKET PLATE (TYP)

STIFFENER (TYP)

HORIZONTAL STUB

STEEL STUB

� COLUMN

� TRUSS

� COLUMN

SEE BC-741M

FOR COLUMN BASE PLATE DETAILS

DIAGONAL

VERTICAL

STEEL COLUMN

DETAIL

CONNECTION"

SEE "COLUMN-STUB

STEEL STUBS

FOR FABRICATION DETAILS

CAPS (TYP) SEE BC-741M

COLUMN AND CHORD PIPE

SEE CHORD PIPE CAP DETAIL

BRACKET PLATE

STEEL COLUMN

PIPE CAP DETAIL

SEE BC-741M FOR

PIPE CAP DETAIL

SEE BC-741M FOR

HOLE DIA = BOLT DIA + ˆ"

PANEL LENGTH = 6'-0" (MAX) (TYP)

SPLICE PLATE


STIFFENER DETAIL

SEE HORIZONTAL STUB


STIFFENER DETAIL

SEE VERTICAL STUB

7

THE MINIMUM WELD SIZE REQUIREMENT.

THE VERTICAL OR DIAGONAL EQUAL TO

THE EDGE OF THE GUSSET PLATE IN

** PROVIDE A WELD "HOLD BACK" AT

*

*

*

MIN.

*

*

*

*

*

*

*

*

*

*


*

*

BACKGOUGE

BACKGOUGE

CONTINUOUS



OFSHEET 8


TRUSS AND COLUMN DETAILS CANTILEVER STRUCTURES

ITS-1230

CHORD SPLICE ASSEMBLY WELD DETAIL

DETAIL 1 - K GUSSET DETAIL 2 - T GUSSET

BRACKET PLATE DETAIL

VERTICAL STUB STIFFENER DETAIL

HORIZONTAL STUB STIFFENER DETAIL

COPE HOLE DETAIL

GUSSET PLATE NOTE:

NOTES TO DESIGNER:

DETAIL B NOTE:

DETAIL B

(TYP)

SEAL WELD

1•" (MIN)

1"

1"

1"

…"

(MIN)

1"

9"

(ALONG CHORD)

(MIN)

1"

1"•"

•"

(MI

N)

1"

1"

1"

1"

•"

(MIN)

(TYP)

SEAL WELD

1•

"

(MI

N)

1"

(MIN)

1"

(MIN) 1"

(MIN)

(TYP)

SEAL WELD

1/2"

(MI

N)

1/2"

(MI

N)

(TYP)*

APPROVED BY THE CHIEF BRIDGE ENGINEER.

CHORD INTERMEDIATE SPLICING WILL NOT BE PERMITTED UNLESS

CONTRACT PLANS AS REQUIRED BY DESIGN.

MEMBERS, PLATES, AND BOLTS SHALL BE DETAILED ON THE

CONCEPTUAL AND ARE THE MINIMUM REQUIREMENTS. ALL

THE CONNECTION DETAILS SHOWN IN THESE STANDARDS ARE

2.

1.

IS MADE.

SPLICE PLATE BEFORE FULL PENETRATION GROOVE WELD

CHORD AND CONTINUOUSLY FILLET WELDED TO THE

BACKING RING MUST BE FITTED / SIZED TO THE PIPE

DIMENSIONS.

SHEET 7, FOR MINIMUM GUSSET PLATE

AND THE TRUSS GUSSET PLATE TABLE ON

REFER TO BC-745M, DETAILS #4 AND #5

THICKNESS) AS REQUIRED BY DESIGN.

SIZE GUSSET PLATE (LENGTH, WIDTH AND

� CHORD

1•

"

(MI

N)






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

BACKING RING

…" (MAX)

SPLICE PLATE

CHORD OR STUB

� CHORD� CHORD

� CHORD

BOTH FACES

� COPE HOLE

� GUSSET PLATE

� VERTICAL OR DIAGONAL AND

� VERTICAL

� DIAGONAL

� GUSSET PLATE

� VERTICAL AND

BRACKET PLATE (TYP)

(TYP.) **

FILLET WELD

SPLICE PLATE (CVN)

* (CVN) * (CVN)

CHORD

R = Œ"

THI

CK

NE

SS

+ „

"

GU

SS

ET

PL

AT

E

(MIN)

1"

GUSSET PLATE (•" (MIN))

8



OFSHEET 8

ITS-1230

CONNECTION DETAILS


A

A

B

B

C C

(CENTER-MOUNT STRUCTURE SHOWN, OTHERS SIMILAR)

FABRICATOR

SIGN STRUCTUREDMS

SUPPLIER

D

D

FABRICATOR

SIGN STRUCTUREDMS

SUPPLIER

DETAIL BELOW)

TIGHT FIT. (SEE SHIM

OF CHORD TO PROVIDE

BETWEEN ANGLE AND TOP

SHIM AS REQUIRED

NOTE:

SP

ACI

NG

1/2

SP

ACI

NG

1/2

ANGLE.

UPPER SIGN SUPPORT CONNECTION

1 AT 1/16" THICKNESS FOR EACH

PROVIDE 1 AT 1/4", 3 AT 1/8" AND

SHIM PACK:

3/8"

PANEL CONNECTION

PANEL CONNECTION DETAIL

VIEW C-C

SHIM DETAIL

VIEW D-DVIEW B-B

VIEW A-A

ALTERNATE PANEL CONNECTION DETAIL

1 1/2"

+ 3/4"

ST

RU

T

O.

D.

STRUT/CHORD O.D.

7.

6.

5.

4.

3.

2.

1.

1„"

1„"

NOTES TO DESIGNER:

+ ƒ"

DESIGNER.

2001, INCLUDING INTERIMS THROUGH 2006 AND SUBMITTED BY THE

HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, 4TH EDITION,

AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR

REQUIREMENTS. MOUNTING CALCULATIONS TO BE COMPLETED TO

USE OF 3RD Z-BRACKET IS BASED ON PROJECT AND WIND LOADING

FIELD WELDED DMS CONNECTIONS ARE NOT PERMITTED.

DEVIATIONS REQUIRE SPECIAL DESIGN.

DETAILS PROVIDED ARE THE MINIMUM REQUIREMENTS. ANY

THEM SIGNED AND SEALED BY BOTH THE PROFESSIONAL ENGINEERS.

RESPONSIBLE FOR PROVIDING THESE CALCULATIONS AND HAVING

THE COMMONWEALTH OF PENNSYLVANIA. THE DMS MANUFACTURER IS

SECONDARY INDEPENDENT PROFESSIONAL ENGINEER REGISTERED IN

IN THE COMMONWEALTH OF PENNSYLVANIA AND VERIFIED BY A

CALCULATIONS PREPARED BY A PROFESSIONAL ENGINEER REGISTERED

ALTERNATE CONNECTION DETAILS ARE PERMITTED, BUT REQUIRE

ASSUMPTIONS.

DESIGN CALCULATIONS ARE REQUIRED FOR DEVIATIONS TO THESE

MAXIMUM DEPTH 4'-0"

MAXIMUM HEIGHT (DY) 10'-0"

MAXIMUM LENGTH (DX) 30'-0"

MAXIMUM ECCENTRICITY 5'-0"

MAXIMUM DEAD LOAD 6000 LBS

DESIGNED BASED ON THE FOLLOWING DMS ASSUMPTIONS:

CONNECTION DETAILS PROVIDED ON THIS SHEET HAVE BEEN

SHALL BE A MINIMUM OF 1/4" THICK.

6061-T6 OR AS APPROVED BY THE CHIEF BRIDGE ENGINEER AND

HORIZONTAL Z-BRACKETS SHALL BE MADE OF ALUMINUM ALLOY

PROVIDE CLEARANCE BETWEEN HORIZONTAL Z-BRACKETS AND COLUMN.

SUPPORTS MAY BE REQUIRED FOR CENTER-MOUNT STRUCTURE TO

MINIMUM SIZE OF SIGN SUPPORT BRACKET IS W6x15. LARGER SIGN






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

ECCENTRICITY

(SEE DETAIL)

PANEL CONNECTION

AS REQUIRED

DMS LENGTH (DX)

DM

S

HEI

GH

T (

DY)

ALTERNATE CONNECTION PERMITTED (SEE NOTE 4)

Z-BRACKET CONNECTION SHOWN (SEE NOTE 2)

SP

ACI

NG

ST

RU

T/

CH

OR

D

SP

ACI

NG

ST

RU

T/

CH

OR

D

DMS

� STRUCTURE

� SIGN SUPPORT BRACKET

DMS

DMS

ANGLE CENTER OF GRAVITY

� SIGN SUPPORT BRACKET &

Z-BRACKET

� DMS PANEL ASSEMBLY

� DMS

BRACKET (TYP)

SIGN SUPPORT

BRACKET (TYP)

SIGN SUPPORT

� STRUCTURE

OF GRAVITY

DMS CENTER

� DMS

� SIGN SUPPORT BRACKET

BACK OF ANGLE

ALIGN WITH

BRACKET (TYP)

SIGN SUPPORT

(SEE NOTE 1)

BRACKET (TYP)

SIGN SUPPORT

� STRUT/CHORD � STRUT/CHORD

DESIGN REQUIREMENTS

MEMBER AS PER DMS SUPPLIER'S STRUCTURAL

ATTACHED TO INTERNAL CABINET STRUCTURAL

1/2" DIA. A325 BOLTS

� STRUT/CHORD

2 PER CONNECTION (MINIMUM)

1/2" DIA. A325 BOLT (TYP)

� STRUT/CHORD

� STRUT/CHORD

� STRUT/CHORD

(MAX)

1'-0"

(M

AX)

3'-0"

(MAX)

5'-0"

L 3 1/2" x 3 1/2" x 3/8"

L 3 1/2" x 3 1/2" x 3/8"

2"

1 1/8"

3 1/8"

L 3 1/2" x 3 1/2" x 3/8"(TYP)

1 1/2"

LOCK NUTS AND STANDARD WASHERS

5/8" DIA. U-BOLT WITH

(MAX)

3"

STANDARD WASHERS

LOCK NUTS AND

U-BOLT WITH

5/8" DIA.

STANDARD WASHERS

LOCK NUTS AND

U-BOLT WITH

5/8" DIA.

AND STANDARD WASHERS

5/8" DIA. U-BOLT WITH LOCK NUTS

(ALUMINUM) (REQUIRED)

Z-BRACKET (TYP)

(ALUMINUM) (REQUIRED)

Z-BRACKET (TYP)

BOLT (TYP) (MIN)

•" A325

(ALUMINUM) (SEE NOTE 7)

Z-BRACKET (3RD) (TYP)

+ 1 1/2"

1/2 x STRUT/CHORD O.D.

� 11/16 " DIA. HOLES

(M

AX)

SP

ACI

NG

4'-0"

(SEE NOTE 1)

SIGN SUPPORT BRACKET (TYP)

1



OFSHEET 1

ITS-1231

GENERAL NOTES:

PAD DETAILS

2. DIMENSIONS ARE BASED ON A NORMAL TEMPERATURE OF 68° F.

3. ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.

4. USE CLASS A CEMENT CONCRETE IN DMS SLAB.

5. CHAMFER EXPOSED CONCRETE EDGES 1" X 1" EXCEPT AS NOTED.

NOTE: SIGN TRAILER NOT SHOWN FOR CLARITY.

CLASS 2, TYPE B

GEOTEXTILE FABRIC

6"

(MIN)

3" CLR.

#57 COARSE AGGREGATE

1'-0"

(MI

N)

EPOXY COATED STEEL WIRE FABRIC

4X4-W4XW4 GALVINIZED OR

6. RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS

7. VERIFY ALL ELEVATIONS AND DIMENSIONS IN THE FIELD PRIOR

8. SLOPE CONCRETE SLAB 2% TO PREVENT RUNOFF ON TO THE TRAVELWAY.

SECTION A-A

TO FABRICATION AND FOUNDATION CONSTRUCTION.

EXCEPT AS NOTED.

NOT TO SCALE

EACH SIDE.

OPERATE PORTABLE DMS. A 1'-0" (MIN) BUFFER SHALL BE ADDED TO

LEVELING JACKS AND ALL OTHER EQUIPMENT NEEDED TO SECURE AND

9. CONCRETE SLAB SHALL BE SIZED TO ACCOMMODATE ALL STABILIZING/

WITH PENNDOT PUB 408 SECTION 1231.2.

1. PROVIDE PORTABLE DYNAMIC MESSAGE SIGN IN ACCORDANCE

VA

RI

ES

CLAND TRAILER

OF FOUNDATION

NOT TO SCALE

PLAN VIEW

2'-0"

4'-0"

4'-0"

2'-0"

(SEE DETAIL)

ANCHOR (2)

TIE-DOWN

3"

2" DIA

4"

(SEE DETAIL)

ANCHOR (2)

TIE-DOWN

1" R

NOT TO SCALE

TIE-DOWN ANCHOR

CLAND TRAILER

OF FOUNDATION

6"

1'-0"

(MI

N)

1'-0"

(MIN)

ON DESIGN)

(SIZE BASED

CONCRETE SLAB

VARIES

A

A

LEVELING JACKS

STABILIZING/

DMS SIGN

(MI

N)

10'-0"

10'-5"

(MIN)

(MI

N)

6'-2"

TRAVEL WAY

3'-0"

(MIN)

1'-0"

(MIN)

SIGN TRAILER

2) SEE CONTRACT DOCUMENTS FOR LOCATION OF PORTABLE DMS PAD.

1) CONCRETE SLAB REINFORCEMENT NOT SHOWN FOR CLARITY.

NOTES:

NOT TO SCALE

PORTABLE DMS ELEVATION

PORTABLE DYNAMIC MESSAGE SIGNS

VARIES






CHIEF ENGINEER,


MARCH 1, 2013MARCH 1, 2013

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