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ELECTRICAL SERVICE POLE

(SEE NOTE #2)

60A 240/120V, 3-WIRE,

10, 60 hz SERVICE

DROP BY UTILITY COMPANY

ELECTRICAL SERVICE POLE

(SEE NOTE #2)

60A 240/120V, 3-WIRE,

10, 60 hz SERVICE

DROP BY UTILITY COMPANY

OUTDOOR 60A, 240/120V, 3-WIRE, 1 O

LOADCENTER WITH 60 A MAIN BUSWAY

AND COMPLETE WITH 2 - 30 A CIRCUIT BREAKERS

AND 1 - No. 3 MASTER LOCK PADLOCK AND KEY #3210

POWER SOURCE FOR COMBINATION

TRAFFIC SIGNAL AND STREET LIGHTING POLES

5/8" X 8’-0"’ COPPER

CLAD GROUND ROD

5/8" X 8-0" COPPER

CLAD GROUND ROD

1. OVERHEAD RUNS OF POWER CONDUCTORS AND SIGNAL CONDUCTORS FROM A

PROPOSED OR EXISTING POWER POLE, DIRECT TO THE METAL TRAFFIC SIGNAL POLE,

SHALL NOT BE PERMITTED.

OUTDOOR 60A, 240/120V, 3-WIRE, 1 O

LOADCENTER WITH 60 A MAIN BUSWAY

AND COMPLETE WITH 1 - 30 A CIRCUIT BREAKER

AND 1 - No. 3 MASTER LOCK PADLOCK AND KEY #3210

6 AWG SOLIDLY GROUNDED

WIRE IN 3/4" METALLIC CONDUIT

(SEE NOTE #3)

6 AWG SOLIDLY GROUNDED

WIRE IN 3/4" METALLIC CONDUIT

(SEE NOTE #3)

6’-0

" M

IN

.

1’-8"

NEC GROUND CONNECTION

6’-0

" M

IN

.

6’-0

" M

IN

.

6’-0

" M

IN

.

2 - 120 VOLT POWER SERVICES, EACH IN 1" GRC AS FOLLOWS:

2 - 8 AWG INSULATED AND 1 - 8 AWG STRANDED,

BARE COPPER GROUND FOR THE LUMINAIRES;


BARE COPPER GROUND FOR THE SIGNAL CONTROLLER

1 - 120 VOLT POWER SERVICE IN 1" GRC AS FOLLOWS:


BARE COPPER GROUND FOR THE SIGNAL CONTROLLER


MIN

.

1’-8"

MIN

.

3. IF METALLIC CONDUIT IS USED FOR GROUNDING, THE CONDUIT MUST BE BONDED

AT THE EXIT END OF THE CONDUIT. BONDING METHOD SHALL CONFORM TO

THE REQUIREMENTS OF THE NEC.

08-2009 Revisions To This

Sheet

FISCALYEAR

SHEETNO.

ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner

(Convert to Cadd)

08-2005 Revisions All

Sheets

3 - 6 AWG IN 1" CONDUIT

GROUND LINE

NOTES

SERVICE ENTRANCE FITTING

POWER SOURCE DETAILS FOR SIGNALS

SERVICE ENTRANCE FITTING

GROUND LINE

ABBREVIATIONS

AWG - AMERICAN WIRE GUAGE

1

POWER SOURCE DETAIL FOR TRAFFIC SIGNALS

AND TRAFFIC SIGNAL POLES WITH LIGHTING

hz - HERTZ

V - VOLTS

3 - 6 AWG IN 1" GRC

GRC - GALVANIZED RIGID CONDUIT

A - AMPERES

O - PHASE

2. WOOD POLE SHALL BE CLASS III 35-FOOT SOUTHERN PINE CONFORMING TO THE REQUIREMENTS OF

SECTION 890.07(b)1.

1055

MIN - MINIMUM

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

REVISIONS

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:

SPECIAL DRAWING NO. INDEX NO.

T.S.D. - 730 -

ROADWAY

SURFACE

TRI-STUD HANGER ASSEMBLY

W/BALANCE ADJUSTER AND

TRI-STUD WIRE OUTLET BODY

(SEE NOTE #8)

THE CONTRACTOR SHALL FURNISH THE POWER SOURCE AND COMPLETE ALL WIRING CONNECTIONS TO

THE LUMINAIRES.

THE CONTACTOR SHALL DETERMINE THE EXACT LOCATION OF THE SPAN CLAMPS AND COUPLINGS TO PROVIDE FOR THE

DESIRED SIGNAL HEIGHT. SPAN WIRE SAG SHALL BE LIMITED TO 5% OF THE LENGTH OF THE SPAN.

IN ALL CASES, TRAFFIC SIGNAL HEADS SHALL BE LOCATED BETWEEN 17 FEET AND 20 FEET ABOVE THE

ROADWAY SURFACE.

BALANCE ADJUSTERS SHALL ONLY BE USED AS DIRECTED BY THE PLANS OR THE ENGINEER.

BACKPLATES, WHEN SO REQUIRED AS SHOWN ON THE PLANS, SHALL HAVE A 5-INCH BORDER CONSTRUCTED

OF BLACK METAL.

AND INSTALLATION DETAILS

SHALL PRODUCE AN ASYMMETRICAL LIGHT PATTERN. BALLAST SHALL BE A CONSTANT WATTAGE

AUTO REGULATED (CWA) TYPE. A CLEAR HPS LAMP OF PROPER WATTAGE SHALL BE PROVIDED.

47’ POLE, 50’ OVERALL MOUNTING HEIGHT SHALL INCLUDE A

37’ POLE, 40’ OVERALL MOUNTING HEIGHT SHALL INCLUDE A

LOUVERS ARE TO BE INSTALLED ONLY IF DIRECTED FOR BY THE PLANS AND SHALL BE ORIENTED SO THAT THE

SIGNAL INDICATION IS ONLY VISSIBLE BY THE APPROACH LANE IT CONTROLS.

LASHED TO MESSENGER

STEEL CAP WITH

3 SCREWS MINIMUM

CLAMP (FEED THROUGH DEADEND)

AUTOMATIC COMPRESSION TYPE

(SEE NOTE #10)

BACKPLATE (SEE NOTE

#4 & NOTE #9)

SIGNAL HEADS

8’ MIN. TO 12’ MAX

(CENTER-TO-CENTER)

FOUNDATION AND FOOTING DETAILS SHALL BE SUBMITTED AND PRE-APPROVED BY THE ENGINEER.

ALTERNATIVE METHODS FOR MOUNTED TRAFFIC SIGNALS OR PEDESTRIAN SIGNALS MAY BE SUBMITTED FOR REVIEW

AND CONSIDERATION BY THE ENGINEER.

SPLIT CLAMP

THE SIGNAL CONDUCTOR SHALL BE LASHED TO THE MESSENGER WIRE AT 18" MAX., CENTER-TO-CENTER WITH 16" MIN.

LENGTH X 1/4" WIDE X .050" THICK LASHING RIBBON.

17’ M

IN

.

(S

EE

NO

TE

#7)

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

DRIP LOOP

SIGNAL CONTROL CABLE

3/8" MESSENGER WIRE

BREAKAWAY TYPE "S" HOOK

SE

E P

LA

NS

FO

R P

OL

E L

EG

NT

H

GROUND LINE

HAND HOLEWITH COVER

1/4" TETHER WIRE

NOTES

1.

3.

4.

5.

6.

7.

8.

9.

2.

LUMINAIRE

10.

2

METAL TRAFFIC SIGNAL POLE, LIGHTING,

(SHEET 1 OF 2)

REQUIRED:

400-WATT SODIUM VAPOR LUMINAIRE.

250-WATT SODIUM VAPOR LUMINAIRE.

ARM ATTACHMENT DETAIL TO THE POLE UPRIGHT. IN ADDITION THE LUMINAIRE ARM

INDICATES THE ARM WILL SUPPORT THE LOAD REQUIRED BY THE SPECIFICATIONS.

13. THE LUMINAIRE SHALL BE A VERTICAL-LAMP ROADWAY TYPE CONSISTING OF A PRISMATIC

BOROSILICATE GLASS REFRACTOR, DIE CAST ALUMINUM HOUSING WITH CORROSION-RESISANT

11. THE FOLLOWING LAMP SIZE SHALL BE PROVIDED FOR THE POLE MOUNTING HEIGHT

HARDWARE AND SHALL BE WEATHER-TIGHT AND GASKETED; OR A MEDIUM CUT-OFF PATTERN COBRA

ABBREVIATIONS

MIN - MINIMUM

MAX - MAXIMUM

DEAD END CLAMPS ARE REQUIRED FOR EACH POLE.

THIMBLE FOR EYEBOLT

(SIZE AS REQUIRED)

5/16" COPPERCLAD DEADEND

7-STRAND 3/8" UTILITY

MESSENGER CABLE

DEADEND (TYPICAL)

SIGNAL CABLE

PHOTO ELECTRIC CELL

1056

(SEE NOTE #3)

PHOTOELECTRIC CONTROLLER AS PER EEI-NEMA REQUIREMENTS. THE OPTICAL ASSEMBLY

WALL THICKNESS, TYPE OF METAL AND SUFFICIENT DATA SHALL BE FURNISHED THAT

12. THE CONTRACTOR SHALL SUBMIT DETAIL DRAWINGS THAT INDICATE THE LUMINAIRE

14. EXTENDER SHALL BE USED TO GIVE CLEARANCE BETWEEN THE BACKPLATES AND THE

TETHER WIRE.

LASHING RIBBON

DRIP LOOP

BREAKAWAY TETHER

ASSEMBLY

WEATHER HEAD

2 1/2" COUPLING

STRANDED VICE

HAND HOLE

WITH COVER

HEAD LUMINAIRE. HOUSING SHALL INCLUDE A TWIST-TO-LOCK RECEPTACLE COMPLETE WITH A

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

STAINLESS STEEL

CARRIAGE BOLT

GROUNDING CONDUCTORS

LIGHTING ARRESTOR

2 - 8 AWG INSULATED

AND 1 - 8 AWG STRANDED

BARE CIRCUT CONDUCTORS

METAL TRAFFIC SIGNAL POLE, LIGHTING,

AND INSTALLATION DETAILS

(SIZE AND NUMBER

AS SHOWN ON PLANS)

2 - 10 AWG STRANDED

CABLE TO LUMINAIRE

1. THE LENS SHALL BE FABRICATED FROM 0.117 INCHES, P4 PATTERNED,

CLEAR LEXAN WITH THE LEGEND APPLIED TO THE INSIDE SURFACE. THE LENS IS MOUNTED

WITHIN THE ALUMINUM ANGLE FRAME AND HELD IN PLACE WITH ALUMINUM CLIPS. AN INSIDE

MOUNTED, FLAT BLACK, PLASTIC LOUVER PANEL SHALL BE PROVIDED TO IMPROVE BLANKOUT

CHARACTERISTICS WHEN NOT ILLUMINATED. THE PANEL SHALL BE CLIP MOUNTED AND EASILY

REMOVED FOR LAMP REPLACEMENT. AN EXTERIOR, FLAT BLACK, ALUMINUM SHADE SCREEN

SHALL BE PROVIDED TO FULLY COVER THE FACE OF THE SIGN AND MOUNTED TO THE

HINGED LENS FRAME.

SPAN WIRE CLAMP

LUMINAIRE ARM

(AS REQUIRED IN THE PLANS)

3 in. x 5 in. HAND HOLE

(2) 1/4 in. DIAMETER HOLES

FOR 3/16 in. X 2 in. COTTER PINS

MA - MILLIAMPS

in. - INCH

4 in.x 8 in. HAND HOLE

WITH METAL COVER

6 AWG SOLID GROUND WIRE

TO 5/8 in. x 8 ft.-0 in.

COPPERCLAD GROUND ROD

90^ ELBOW

150 PSI GALV.

STEEL

2. THE SIGN CASE SHALL BE FABRICATED FROM ALUMINUM WITH HINGED DOOR

FRAME FOR EASE IN MAINTENANCE. THE ENTIRE CASE SHALL BE PRIMED WITH CHROMATE

PRIMER AND FINISHED ON THE OUTSIDE WITH TWO (2) COATS OF HIGHWAY YELLOW

AND ON THE INSIDE WITH TWO (2) COATS OF NON -YELLOWING, WHITE, BAKED ENAMEL. THE CASE

SHALL BE SO MANUFACTURED THAT IT CAN EITHER BE MOUNTED ON TOP OR SIDE OF POLE

OR HUNG FROM A SPAN WIRE; ALL USING STANDARD TRAFFIC SIGNAL HARDWARE. FLUORESCENT

LAMPS SHALL BE SPACED APPROXIMATELY ON 3 INCH CENTERS AND SHALL BE EITHER 24 INCH OR 36 INCH

IN LENGTH AS IT PERTAINS TO THE SIGN CASE DIMENSIONS AND SHALL BE T12-CW/HD TYPE. THE

BALLAST SHALL BE 800 MA AND A SUFFICIENT QUANTITY TO IGNITE THE LAMPS IN THE SIGN.

THERE SHALL BE A MINIMUM OF EIGHT (8) FLUORESCENT LAMPS PER SIGN. SOCKETS SHALL BE

THE BY-PIN, TOMBSTONE TYPE, SUITABLE FOR OUTDOOR INSTALLATION. WIRING SHALL BE

ENCASED IN ALUMINUM WIRE WAYS AND THE NECESSARY LEAD SHALL TERMINATE IN A TERMINAL

BLOCK INSTALLED INSIDE THE SIGNS. EACH SIGN SHALL BE EQUIPPED WITH TWO (2) 1-1/2 INCH HUBS

MOUNTED ON THE TOP OF THE SIGN.

* NOTE: SCHEDULE 80 STEEL

BREAK-A-WAY FUSE HOLDER

SINGLE-POLE U.L. RECOGNIZED

13/32" X 1-1/2" FUSE.

30A 600V

#12 AWG - #2 AWG

2 PER TERMINAL COPPER

COPPER SET SCREW

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

BY POLE MANUFACTURER

LENGTH AS REQUIRED

LOCK NUTS

POLE

GROUNDING LUG

APPROACH LANE

AP

PR

OA

CH

LA

NE

APPROACH LANE

AP

PR

OA

CH

LA

NE

STEEL CLAMP

NOTES

LIGHTING ARRESTOR DETAIL

2A

(SHEET 2 OF 2)

NON-METALLIC CONDUIT

LOCK WASHERS

WITH HEX NUTS AND

SPAN WIRE CLAMP

ABBREVIATIONS

TRAFFIC SIGNAL SIDE MOUNT


LUMINAIRE ORIENTATION SCHEMATIC

J HOOK

J HOOK

TOP OF METAL POLE DETAIL

12 in.

1-1/2 in.3/16 in. X 3 in.

5/8 in. DIAMETER "U" BOLT

1-1/2 in. THREADED COUPLING

1057

STEEL PIPE

RIGHT

NO

TURN

*

* TEXT MAY BE EITHER

"RIGHT" OR "LEFT"

BLANK OUT MESSAGE SIGN

30"

36"

SPECIFICATIONS FOR ILLUMINATED SIGNAL FACE BLANK OUT MESSAGE SIGN

CONSTRUCTION:

LENS AND BLANK OUT PANELS:

SIGNAL HEAD ASSEMBLY

* THREADED PIPE

* THREADED NIPPLE

GALVANIZED

VARIES

GALV - GALVINIZED

A - AMPERE

V - VOLTS

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

TIES: # 4 BARS

AT 12" O.C.

NOTE: REFER TO APPROVED POLE

DRAWINGS FOR SIZE, NUMBER

AND BOLT CIRCLE DIAMETER

OF ANCHOR BOLTS.

TIES: # 4 BARS

AT 12" O.C.

STEEL TEMPLATE FOR

ANCHOR BOLT ALIGNMENT

TIES: # 4 BARS

AT 12" O.C.




OF ANCHOR BOLTS.

STEEL TEMPLATE FOR


TIES: # 4 BARS

AT 12" O.C.




OF ANCHOR BOLTS.

STEEL TEMPLATE FOR


TIES: # 4 BARS

AT 12" O.C.




OF ANCHOR BOLTS.

STEEL TEMPLATE FOR


* NOTE: FOR ANCHOR BOLT PROTECTION

REFER TO APPROVED

POLE DRAWINGS

1’-8"

Min

imum

Overl

ap

1’-8"

Min

imum

Overl

ap

1’-8"

Min

imum

Overl

ap

1’-8"

Min

imum

Overl

ap

TEMPORARY TEMPLATE

FOR ANCHOR BOLT ALIGNMENT

COPPER CLAD

GROUND ROD

6 AWG SOLID BARE

COPPER WIRE

PERMANENT STEEL TEMPLATE

FOR ANCHOR BOLT

ALIGNMENT (SEE NOTE #3)

GROUND ROD

CLAMP


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

3"

ANCHOR BOLT ASSEMBLY

*

3" 3" T

o 6

"

3" 4" M

ax.

10 - # 8 BARS

2’-6"

TOP NUT

FLAT WASHER

FLAT WASHER

LEVELING NUTPOLE BASE PLATE

ELEVATION VIEW

ANCHOR BOLT NUT AND BOLT DETAIL

14 - # 9 BARS

3’- 6"

3"

20 - # 9 BARS

4’-0"

3"

14 - # 8 BARS

3’-0"

GROUNDING FOR METAL TRAFFIC SIGNAL POLE

CO

NC

RE

TE

FO

UN

DA

TIO

N

AS REQUIRED

5/8 " X 8’-0"

NOTES

4

TRAFFIC SIGNAL POLE FOUNDATION

3’-0" DIAMETER FOUNDATION PLAN VIEW

2’-6" DIAMETER FOUNDATION PLAN VIEW 3’-6" DIAMETER FOUNDATION PLAN VIEW

4’-0" DIAMETER FOUNDATION PLAN VIEW

ABBREVIATIONS

6. CONDUIT NUMBER AND SIZE AS REQUIRED BY THE PLANS.


GROUND LINE

3/4 " METALLIC CONDUIT

1059

10’ -

0" B

AS

IC

6" O

.C.

1. CONCRETE SHALL BE CLASS A TYPE 2A WITH A MINIMUM 28-DAY STRENGTH OF 3000 PSI.

2. ANCHOR BOLT ASSEMBILES SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED

TRAFFIC SIGNAL FOUNDATION SHOP DRAWINGS.

3. PERMANENT STEEL TEMPLATES SHALL BE FROM 1/8 -INCH STEEL PLATE RING. ANCHOR BOLT

HOLES SHALL BE OVERSIZED BY 1/8 -INCHES AND SHALL HAVE A 1/4 -INCH CLEARANCE

TO BOTH OUTSIDE AND INSIDE EDGES OF THE RING.

4. CONDUITS REQUIRED IN CONCRETE FOUNDATIONS SHALL BE ACCURATELY PLACED, ORIENTED

IN THE PROPER DIRECTION TO ACCOMMODATE FUTURE EXTENSION AND SECURLY HELD

IN PLACE TO AVOID MOVEMENT. ALL CONDUITS SHALL BE INSTALLED IN ACCORDANCE

WITH SECTION 730 AND STANDARD DRAWINGS.

5. MINIMUM DEPTH OF FOUNDATION SHALL BE 10 FEET AS BID, UNLESS A

LESSER DEPTH IS APPROVED BY THE ENGINEER.

3"

O.C. - ON CENTER

MAX - MAXIMUM

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

2 1/2" DIAMETER GALVANIZED

STEEL COUPLING TO ACCEPT

WEATHERHEAD.

(EXIT FOR INTERNAL WIRING)

6"

MIN.

6"

MIN.

2. 35’ POLE VARIES 0-3" TO 3’-2"

CLASS A TYPE 2 CONCRETE FOUNDATION

1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF THE SPAN WIRE CLAMPS AND COUPLINGS TO PROVIDE

FOR THE DESIRED SIGNAL HEIGHT AND SHALL TIGHTEN THE SIGNAL SPAN WIRE TO ACHIEVE MAXIMUM 5% SAG OF THE

SPAN WIRE BETWEEN POLES.

3. SEE TSD-730-2 AND TSD-730-2A FOR TRAFFIC SIGNAL AND LIGHTING DETAIL.

2 1/2" DIAMETER GALVANIZED

STEEL COUPLING TO ACCEPT

WEATHERHEAD.

(EXIT FOR INTERNAL WIRING)

6"

MIN.

6"

MIN.

2. 35’ POLE VARIES 0-3" TO 3’-2"

CLASS A TYPE 2 CONCRETE FOUNDATION

1. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF THE SPAN WIRE CLAMPS AND COUPLINGS TO PROVIDE

FOR THE DESIRED SIGNAL HEIGHT AND SHALL TIGHTEN THE SIGNAL SPAN WIRE TO ACHIEVE MAXIMUM 5% SAG OF THE

SPAN WIRE BETWEEN POLES.

3. SEE TSD-730-2 AND TSD-730-2A FOR TRAFFIC SIGNAL AND LIGHTING DETAIL.

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

1" DIAMETER THRU-BOLT

TO ACCEPT EYE-BOLT

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

*

NO

TE

*S

EE

AS

RE

QU

IRE

D

6" - 12"

6" - 12"

NOTES

CONCRETE POLE

VA

RIE

S

CONCRETE WALL

PRESTRESSING

THICKNESS VARIES

GROUNDING

CROSS SECTION OF PRESTRESSED, SPUN, CONCRETE POLE

INSIDE

(VOID)

DIAMETER

GROUND LINE

45’ POLE = 8’ EMBEDMENT

SPUN CONCRETE TRAFFIC SIGNAL POLE


CONCRETE POLE

GROUND LINE

TANK GROUND


5

45’ POLE VARIES 9’-3" TO 12’ -2"

60’ POLE VARIES 19’-3" TO 22’ -2"


4" X 12" HAND HOLE

ABBREVIATIONS

MIN. - MINIMUM

TANK GROUND PLACEMENT WITH GROUND WIRE IN CONCRETE POLE

4 AWG STRANDED COPPER WIRE


APPROX - APPROXIMATELY

WITH COVER ORIENTED

AP

PR

OX

. 2’-0"


4 AWG SOLID BARE COPPER WIRE

O.D. VARIES O.D. - OUTSIDE DIAMETER

GROUND WIRE

1060

5/8" X 8’ - 0" COPPERCLAD GROUND ROD

WIRE 4 AWG

STRAND

EDGE OF ROADWAY

ORIENTED 180^ FROM

12’ - 0" ARM

UNLESS OTHERWISE SHOWN IN PLANS

*

NO

TE

*S

EE

AS

RE

QU

IRE

D

6" - 12"

6" - 12"

NOTES

CONCRETE POLE

VA

RIE

S

CONCRETE WALL

PRESTRESSING

THICKNESS VARIES

GROUNDING

CROSS SECTION OF PRESTRESSED, SPUN, CONCRETE POLE

INSIDE

(VOID)

DIAMETER

GROUND LINE




CONCRETE POLE

GROUND LINE

TANK GROUND


5

45’ POLE VARIES 9’-3" TO 12’ -2"

60’ POLE VARIES 19’-3" TO 22’ -2"


4" X 12" HAND HOLE

ABBREVIATIONS

MIN. - MINIMUM

TANK GROUND PLACEMENT WITH GROUND WIRE IN CONCRETE POLE

4 AWG STRANDED COPPER WIRE


APPROX - APPROXIMATELY

WITH COVER ORIENTED

AP

PR

OX

. 2’-0"


4 AWG SOLID BARE COPPER WIRE

O.D. VARIES O.D. - OUTSIDE DIAMETER

GROUND LINE

1060

5/8" X 8’ - 0" COPPERCLAD GROUND ROD

WIRE 4 AWG

STRAND

EDGE OF ROADWAY

ORIENTED 180^ FROM

12’ - 0" ARM

UNLESS OTHERWISE SHOWN IN PLANS

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

STANDARD CLAMP

END FITTING ON

2’’ GALV. PIPE

2’-0’’ MIN.

5’-0’’ PREFERED

CONTROLLER (SEE PLANS

FOR LOCATIONS)

FEED-THROUGH DEAD

END STRANDVISE

HIGH STRENGTH ANCHOR

5’-0’’ - 9’-0’’

WOODEN TRAFFIC SIGNAL POLE DETAILS

HIGH STRENGTH ANCHOR

AP

PR

OX

IMA

TE

LY

45 D

EG

RE

ES

2. IF DOWN GUYS ARE ALLOWABLE, CONCRETE

FOUNDATIONS ARE NOT REQUIRED.

6 AWG - BARE COPPER

SOLID WIRE

GALV.

GUY GUARD


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

SIDEWALK

9’-0’’

8’-0’’

TO POWER

8’-0’’

4’-0’’

6’’ MAX.

12’-0’’

5/8"x 8’-0’’ COPPERCLAD GROUND ROD

WOOD POLE

NOTES

1. SIDEWALK GUY INSTALLATION SHALL ONLY BE USED AT LOCATIONS WHERE

THERE IS NOT ADEQUATE AREA FOR THE STANDARD GUY INSTALLATION OR

WHERE THERE ARE SIDEWALKS ON THE PROJECT.

GUY INSTALLATION AT SIDEWALK

6

DISCONNECT SWITCH

1’’ GRC CONDUIT

GRC CONDUIT STRAPS

2’’ GRC CONDUIT

ABBREVIATIONS

GRC - GALVANIZED RIGID CONDUIT


GUY INSTALLATION

1061

3/8" DIAMETER AT 15,400 LBS

GALV - GALVINIZED

MIN - MINIMUM

MAX - MAXIMUM

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

1. CONTROLLER SHALL HAVE A SOLID STATE FLASHER COMPLETE WITH JACK

PANEL, FIVE (5) POINT FEED THROUGH TERMINAL BLOCK FOR FIELD

CONNECTIONS AND A 15-AMP CIRCUIT BREAKER. POWER SUPPLY SHALL BE

PROTECTED BY A SURGE ARRESTOR. THE CABINET SHALL BE FABRICATED

FROM SHEET OR CAST ALUMINUM AND HAVE A RAIN-TIGHT ENTRANCE HUB.

CABINET SHALL HAVE A STANDARD LOCK WITH TWO (2) KEYS. ALL POLE

MOUNTING HARDWARE SHALL BE SUPPLIED. CABINET SIZE SHALL BE

APPROXIMATELY 6-3/5" X 10-2/5" X 13-3/5". THE CABINET COLOR

SHALL BE ALUMINUM. THE FLASH RATE SHALL BE BETWEEN 50 AND 60

TIMES PER MINUTE.

2. 3-14 AWG SHALL BE RUN TO THE FLASHER ASSEMBLY FROM THE CONTROLLER

CABINET WHERE IT SHALL BE TIED INTO THE INTERSECTION CIRCUIT.

3. DIMENSIONS SHOWN SHALL ALSO BE USED FOR THE INSTALLATION

OF OTHER TYPES OF WARNING SIGNS AS SHOWN IN THE PLANS.

6. HANDHOLES FOR PEDESTAL POLES SHALL BE ORIENTED 180 DEGREES

FROM SIGNAL FACE.

SPAN WIRE HANGER

AND WIRE ENTRANCE

FITTING

HAND HOLE

WITH COVER

PEDESTAL POLE WITH MOUNTED FLASHER

(Solar Powered, DC [typical Rural])


(AC Powered, Controller at Service Pole)

BATTERY & CONTROLL

CABINET BEHIND SIGN.

SIDEWALK or

ROADWAY

SIDEWALK or

ROADWAY

HAND HOLE

WITH COVER


(Solar Powered, DC [typical Urban])

HAND HOLE

WITH COVER

4. THE MINIMUM HEIGHT FOR ADVISORY SPEED LIMIT SIGNS(W13-1) OR

OTHER SUPPLEMENTAL PLAQUES IN CONJUCTION WITH THE WARNING

SIGNS SHALL BE 6’.

5. THE HORIZONTAL LOCATION OF THESE SIGNS SHALL BE AT THE FOLLOWING MINIMUMS:

RURAL AREAS - SHALL BE A MINIMUM OF 12’ FROM THE EDGE OF

PAVEMENT OR 6’ FROM PAVED SHOULDER, WHICH EVER IS GREATER.

URBAN AREAS - SHALL BE A MINIMUM OF 2’ FROM THE FRONT

EDGE OR CURB.

4’ FROM THE LINE OF THE REAR OF THE POST, IF PROTECTED BY GUARDRAIL.

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

ABBREVIATIONS

NOTES

MIN. - MINIMUM

AERIAL MOUNTED FLASHING BEACON

3/8" MESSENGER CABLE

SIGNAL CABLE


STEEL

SEE TSD 730-9A

ELEVATION VIEW

12" -2 SECTION SIGNAL

9"

4" MIN. GROUT AFTER

HEAD WITH AMBER GLASS LENS

GROUND LINEPOLE IS SET AND PLUMB

ELEVATION VIEW

4" MIN. GROUT AFTER


9"

GROUND LINE

POLE IS SET AND PLUMB

SEE TSD 730-9A

ELEVATION VIEW


9"

4" MIN. GROUT AFTER

HEAD WITH AMBER LED LENS


VARIES

80 WATT SOLAR PANEL

80 WATT SOLAR PANEL

7’ - 0" MIN.7’ - 0" MIN.

7’ - 0" MIN.

7’ - 0" MIN.

GROUND LINE

TYPICAL 48" WARNING SIGN



4" SPUN ALUMINUM POLE



ADVANCE WARNING AT INTERSECTIONS

7

2 SECTION SIGNAL HEAD, TYPICAL

12" GLASS SIGNAL LENS, TYPICAL

STEEL MOUNTING PLATE

POLE IS SET AND PLUMBED

AMP - AMPERE

1062

SEE TSD 730-9A

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

INTERSECTION AND ADVANCED

SCHOOL WARNING FLASHER DETAIL

SIDEWALK

OR ROADWAY

(OPTIONAL SIGN CONFIGURATION)

S4-3

R2-1

S4-4

SIDEWALK

OR ROADWAY

(OPTIONAL SIGN CONFIGURATION)

S4-3

R2-1

S4-4

1. CONTROLLER SHALL HAVE A SOLID STATE FLASHER COMPLETE WITH

JACK PANEL, FIVE (5) POINT FEED THROUGH TERMINAL BLOCK FOR FIELD

CONNECTIONS AND A 15-AMP CIRCUIT BREAKER. THE FLASH RATE SHALL BE

50 TO 60 TIMES PER SECOND. POWER SUPPLY SHALL BE PROTECTED BY A

SURGE ARRESTOR FABRICATED FROM SHEET OR CAST ALUMINUM AND HAVE A

RAINTIGHT ENTRANCE HUB. CABINET SHALL HAVE A STANDARD LOCK WITH TWO

(2) KEYS. CABINET SHALL BE SUPPLIED WITH ALL MOUNTING HARDWARE.

2. 3-14 AWG SHALL BE RUN TO THE FLASHER ASSEMBLY FROM THE CONTROLLER

CABINET WHERE IT WILL BE TIED INTO THE INTERSECTION CIRCUIT.

PEDESTAL POLE WITH MOUNTED FLASHER [RURAL]

PEDESTAL POLE WITH MOUNTED FLASHER [URBAN]


FROM SIGNAL FACE.

4" SPUN ALUMINUM BREAKAWAY

PEDESTAL POLE

4" SPUN ALUMINUM BREAKAWAY

PEDESTAL POLE

4" MIN. GROUT

AFTER POLE IS SET AND PLUMBED

4" MIN. GROUT



Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

VARIES

SCHOOL

SPEED

LIMIT

25WHEN

FLASHING

SCHOOLSCHOOL

SPEED

LIMIT

25WHEN

FLASHING

HANDHOLE WITH COVER

ELEVATION VIEW

GROUND LINE

7’-0

" M

IN

.

SOLAR PANEL (80 WATTS)

BATTERY AND FLASHER CABINET

7’-0

" M

IN

.

S5-1, 48" SIGN



HANDHOLE WITH COVER

ELEVATION VIEW

9"

S5-1, 48" SIGN



SOLAR PANEL (80 WATTS)

ABBREVIATIONS

MIN - MINIMUM

NOTES

8


9"

AMP - AMPERES

1063

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

PUSH

BUTTON

FOR

PUSH

BUTTON

FOR

9" x 12" R10-4B SIGN

ATTACH WITH STAINLESS

STEEL BANDS

PUSH BUTTON

PROVIDE BUSHING IN POLE

FOR MOUNTING PUSH BUTTON

HANDHOLE WITH COVER

4" SPUN ALUMINUM

BREAKAWAY PEDESTAL POLE

TRAFFIC SIGNAL POLE

MOUNTED PEDESTRIAN SIGNAL


FROM SIGNAL FACE.

4" MIN. GROUT



Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

GROUND LINE

PLAN VIEW

R10-4B

R10-4B

9

NOTES

PEDESTRIAN SIGNAL INSTALLATION

1064

PEDESTAL MOUNTED PEDESTRIAN SIGNAL ASSEMBLY

ABBREVIATIONS

MIN - MINIMUM

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

COPPERCLAD

GROUND ROD

6 AWG SOLID BARE

COPPER WIRE

PEDESTAL FOUNDATION AND BASES

HANDLE WITH COVER

BOLT COVER

OPTIONAL DOORS FOR PEDESTAL BASES

APPROXIMATELY 5" X 11"

DOOR OPENING

WELD CONNECTIONINTERNAL PIPE THREADS

APPROXIMATELY 8" X 8"

DOOR OPENING


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

9A 1065

5/8 " X 8’-0"

GROUND LINE

2"

#4 HOOPS ON

12" CENTERS

1’ - 6"

3/4 " NONMETALLIC CONDUIT

NONMETALLIC CONDUIT

CLASS A TYPE 2

CONCRETE FOUNDATION

4" MINIMUM GROUT

PLACED AFTER POLE

IS SET AND PLUMBED

ANCHOR BOLT (TYPICAL)

2" MIN.

3’ - 0"

ELEVATION VIEW

PLAN VIEW

FULL BASE

COVER

(2 PIECE)

8 - #6 STEEL BARS

PEDESTAL POLE FOUNDATION DETAIL

ABBREVIATIONS

MIN - MINIMUM


PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

STAINLESS STEEL

UNIVERSAL CLAMP

POLE MOUNTED CONTROLLER

2. WHEN MODIFYING AN EXISTING CONTROLLER PAD FOR A NEW CABINET,

IF ONE OR MORE OF THE EXISITING ANCHOR BOLTS CAN BE RE-UESD,

DO NOT CUT THEM OFF.

3. CABINET DOOR SHALL BE ORIENTED SO WHEN THE CABINET

DOOR IS OPEN THE TRAFFIC SIGNALS ARE VISIBLE TO THE TECHNICIAN.

CONTROLLER

CABINET

90 DEGREE PULL

OUTLET 3" I.D.

3" I.D. GALV. CONDUIT

ALABAMA DEPARTMENT OF

TRANSPORTATION

CONDUIT NUMBER AND SIZE AS

SHOWN ON THE PLANS

EXISTING PAD

GROUT WITH

NON-SHRINKING GROUT

CONDUIT NUMBER AND SIZE

AS REQUIRED BY THE PLANS

4. CABINET SHALL BE DESIGNED SO NO EQUIPMENT WILL BE MOUNTED WITHIN

6" FROM THE TOP OF THE CABINET.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL

BASE MOUNTED CONTROL CABINET’S PAD, AND ONE SPARE CONDUIT

FOR FUTURE USE. THE COST SHALL BE INCLUDED IN PAY ITEM 730R.

1-INCH METALLIC CONDUIT

FROM POWER SOURCE

7. THE CONTROLLER CABINET SHALL BE INSTALLED ON TOP OF SILICONE RUBBER CAULKING COMPOUND.

6. GROUND LINE SHALL BE AT FINISHED GRADE.

SEE TSD-730-4

FOR FOUNDATION DETAILS

CAULK AROUND BASE OF CONTROLLER

(SEE NOTE #7)

SEE MANUFACTURE’S TEMPLATE

FOR ANCHOR BOLT LAYOUT

1. ON COMPLETION OF THE INSTALLATION, WIRING IN CONDUIT IN THE CONTROLLER

CABINET AND ALL EXPOSED CONDUIT OPENINGS SHALL BE SEALED WITH A SILICONE COMPOUND.

3/4" STAINLESS STEEL

BANDS WITH ANTI-ROTATIONAL

BUCKLESTRAP

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets


Sheet

GROUND LINE

CONTROLLER CABINET

POLE MOUNTED

6"

VARIES

6"

2’

NOTES

ABBREVIATIONS

I.D. - INSIDE DIAMETER

GALV. - GALVINIZED

10"

1’-8"

6"

CO

NT

RO

LL

ER

CA

BIN

ET

VA

RIE

S

6"6"

VARIES

VARIES

12"

8"

4"

WELDED REINFORCING WIRE

REQUIRED PAD EXTENSION

ANCHORS

6"

6"

CAULK BASE OF CABINET

1’-8"

CONTROL CABINET GROUND BUS

CONDUIT AS REQUIRED BY THE PLANS

10

BASE AND POLE MOUNTED CONTROLLER

CABINET INSTALLATIONS

CABINET

O.C. - ON CENTER

CLASS A TYPE 2 CONCRETE

FRONT VIEW

CONTROLLER PAD AND CABINET

SIDE VIEW


TOP VIEW


CLASS A TYPE 2 CONCRETE

MODIFIED EXISTING CONTROLLER PAD FOR NEW CABINET MOUNTING

1/2" DOWEL BAR 2 12" O.C.

1066

MIN

MIN - MINIMUM

5’-0" MIN, TYPICAL

5/8" X 8’-0" COPPERCLAD GROUND ROD

5/8" X 8’-0 COPPERCLAD GROUND ROD

DOOR 42"

MIN

COUPLING

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

7" OVERRUN BASED ON

24" DIAMETER SAW BLADE

DIRECTION

OF TRAFFIC

LENGTH AS SHOWN

IN THE PLANS

LENGTH AS SHOWN

IN THE PLANS

7. QUADRUPOLE LOOPS ARE REQUIRED FOR LEFT TURNS, WHEN LEFT TURN SIGNAL HEAD

IS REQUIRED ON THE TRAFFIC SIGNAL LAYOUT SHEET.

6’ W

ID

TH

6’ W

ID

TH

TO

JUNCTION

BOX

4. SLOT SHALL BE FILLED WITH SEALANT IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS.

DIRECTION

OF TRAFFIC

LOOP IN ASPHALT

C - C

LOOP IN CONCRETE

C - C

FLEXIBLE LIQUIDTIGHT

OR PVC CONDUIT

FLEXIBLE LIQUIDTIGHT

OR PVC CONDUIT

3" M

IN.

6. A SUBMERSIBLE HEAT SHRINK TUBING OR RE-ENTERABLE SILICONE GEL CONTAINED IN AN

ENCLOSURE THAT WHEN SNAPPED SHUT PROVIDES A SUBMERSIBLE CONNECTION SHALL BE

USED IN UNDERGROUND SPLICES.

1. A SHARP OBJECT SHALL NOT BE USED TO TAMP LOOP WIRE. THE OBJECT SHALL

BE MADE OF PLASTIC OR WOOD MATERIAL.

DETAIL 1

DETAIL 1

JUNCTION BOX

JUNCTION BOX

3. LOOP SEALANT SHALL NOT BE INSTALLED WHEN (1) THERE IS ANY MOISTURE ON THE

SURFACE, (2) THE AIR TEMPERATURE IS BELOW 40^F, OR (3) OTHER CONDITIONS

THAT IN THE OPINION OF THE ENGINEER WOULD AFFECT THE BONDING OF THE MATERIAL

TO THE SURFACE.

5. SPLICES BETWEEN THE LOOP DETECTOR WIRE AND THE HOME-RUN CONDUCTOR SHALL BE

ENCASED IN A SPLICE CONNECTOR KIT.

LOOP DETECTOR

LEAD-IN CABLE

LOOP DETECTOR

LEAD-IN CABLE

FACE OF CURB OR

EDGE OF PAVEMENT

FACE OF CURB OR

EDGE OF PAVEMENT

LOOP IN ASPHALT

A - A


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

DIMENSIONS OF SAWCUT

6’ X 6’ TO 6’ X 24’

6’ X 30’ TO 6’ X 50’

DIMENSIONS OF SAWCUT

6’ X 30’ TO 6’ X 60’

TURN REQUIREMENTS FOR LOOP

NUMBER OF TURNS

NUMBER OF TURNS

TURN REQUIREMENTS FOR QUADRUPOLE LOOP

2

2-4-2

4

12"

7" M

AX

.

7" MAX.

7" M

AX

.

QUADRUPOLE LOOP

VARIABLE

FACE OF CURB OR EDGE OF PAVEMENT

FACE OF CURB OR EDGE OF PAVEMENT

NOTES

A

A

C

C

PRESENCE LOOP

ABBREVIATIONS

MAX - MAXIMUM

F - FARENHEIT

MIN - MINIMUM

3/16" TO 5/16"

3" M

IN.

3/16" TO 5/16"3/16" TO 5/16" 3/16" TO 5/16"

B - B

PAVEMENT

CONC. CURB OR

CURB & GUTTER

JUNCTION

BOX

VARIES

LOOP SEALANT

SPLICE CONNECTION

JUNCTION

GROUND LINE

INSTALLATION OF JUNCTION BOX, CONDUIT AND LOOP WIRE

IN CURBED ROADWAYS

1’-

6" M

IN.

PAVEMENT

JUNCTION

BOX

VARIES

LOOP SEALANTSPLICE CONNECTION

JUNCTION

GROUND LINE

INSTALLATION OF JUNCTION BOX, CONDUIT AND LOOP WIRE

1’-

6" M

IN.

45^ TO 60^ TYPICAL

45^ TO 60^ TYPICAL

3" M

IN.

VARIES

11 1067

2. LOOP DETECTOR WIRE SHALL BE PROVIDED IN SEPARATE SLOTS OR CONDUIT IN TRENCHS

FOR EACH INDIVIDUAL LOOP.

(SEE NOTE 3)

(SEE NOTE #5)

(SEE NOTE #5)

LOOP

DETECTOR WIRE

LOOP

DETECTOR WIRE

CABLE IN CONDUIT

LOOP DETECTOR LEAD-IN

CABLE IN CONDUIT

LOOP DETECTOR LEAD-IN

RECTANGULAR SAWCUT CORNER DETAIL

LOOP DETECTOR WINDING

B B C

C

B B

QUADRUPOLE DIAGRAM SAWCUT

DIAGRAM SAWCUT

LOOP IN ASPHALT

DETAILS OF LOOP DETECTOR WIRE SAWCUTS

LOOP WIRE INSTALLATION

(SEE NOTE #7)

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

ALTERNATE CAMERA MOUNTING LOCATION

(WITH OPTIONAL SIDEMOUNT "L" BRACKET)

PREFERRED CAMERA MOUNTING

LOCATION ("I" BRACKET)

CA

ME

RA

HE

IGH

T M

INIM

UM

30

’ A

BO

VE

TH

E R

OA

DW

AY

OR

AS

RE

CO

MM

EN

DE

D B

Y

TH

E M

AN

UF

AC

TU

RE

R

CAMERACL

SECTION A-A

SUNSHIELD

POWER AND

COAX CABLE

DRIP LOOPS

LUMINAIRE ARM

MOUNTING BRACKET

DIAMETER OF TURN ACCORDING

TO COAX MANUFACTURER

NO TWISTS ARE ALLOWED

IN CABLE

STAINLESS STEEL BANDING

SEE TSD-730-4 FOR SIGNAL

POLE FOUNDATION DETAILS

12’ MAX. 12’ MAX.

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets


Sheet

APPROXIMATELY 12" FROM LUMINAIRE

12

12"

VIDEO DETECTION INSTALLATION

VDS CAMERA INSTALLATION

ABBREVIATIONS

VDS - VEHICLE DETECTION SYSTEM

A

A

1068

WIRE TIE-STRAPS

2 TURNS MAX.

LEFT

TURN

SIGNAL

VDS CAMERA INSTALLATION ON MAST ARM POLES

8’ MIN. 8’ MIN.

MIN - MINIMUM

MAX - MAXIMUM

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

TRAFFIC SIGNAL CABLE BURIED BELOW

TAPE COLOR - RED, LEGEND COLOR - BLACK

UNTAMPED OR

UNDISTURBED SUB-GRADE

CONDUIT OR DIRECT

BURIAL CONDUCTORS

VARIESMARKING TAPE

BACKFILL

AND TAMP

BACKFILL

AND TAMP

CONDUIT CONSTRUCTION DETAIL

VARIESMARKING TAPE

FINISHING GRADE

CONDUIT

TAMPED OR

UNDISTURBED SUB-GRADE

SATISFACTION OF THE ENGINEER

JUNCTION BOX IN SOIL

ALDOT #57

FINISH GRADE

(COST OF ALDOT #57 IS INCLUDED

IN PAY ITEM 730K-000)

EXISTING SIDEWALK OR SLOPE PAVING

CONCRETE SLAB

VARIES

CONCRETE TO BE

REMOVED AND REPLACED

(SEE NOTE #2)

TAMPING

LAYER

BACKFILL

AND TAMP


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

TR

AFFIC

CO

NTR

OL

VARIES

3/8" HEX BOLTS

WITH WASHER

JUNCTION BOX COVER

23 +

/- in.

1. ALL DIMENSIONS SHOWN ARE APPROXIMATE.

CAUTION CAUTION

DETAIL FOR 4.0 MIL POLYETHYLENE

MARKING TAPE

NOTE: MESSAGE TO BE SPACED 36" CENTER TO CENTER

C MESSAGEL

NOTE : BACKFILL WITH SUITABLE PORTION OF EXCAVATED

MATERIAL FROM EXCAVATION OR SELECTED MATERIAL

APPROVED BY THE ENGINEER.

BACKFILL AND

TAMP

NOTE : BACKFILL MATERIAL SHALL BE PLACED WITH SAME

TYPE OF MATERIAL REMOVED AND COMPACTED TO THE

CONDUIT CONSTRUCTION DETAIL NOT

EXPOSED TO VEHICLE TRAFFIC CONDUIT CONSTRUCTION DETAIL UNDER

MIN

.

NOTES

MIN

.

14 1

/4 +

/- in

.

JUNCTION BOX INSTALLATION

13 1069

PULL SLOT

7/16" DRILL FOR

2. CONCRETE SHALL BE REPLACED TO MATCH WHAT WAS REMOVED.

IN. = INCH

+/- = APPROXIMATE

8"

1’ - 8"

2’ - 0"

6"

8"

6"

1"

1-1/2"

2-1/2"

6"

12"

3"

20"

ABBREVIATIONS

MIN - MINIMUM

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

CURB AND GUTTER

OR CURB

CLASS A TYPE 2

CONCRETE ENCASEMENT

CLASS A TYPE 2

CONCRETE ENCASEMENT

NON-METALLIC, ELECTRICAL CONDUIT

(SEE NOTE #2)


(SEE NOTE #2)


(SEE NOTE #2)

SECTION A - A: TYPE 1 ENCASEMENT

(ONE LINE) - [SEE NOTE #3]

SECTION A - A: TYPE 1 ENCASEMENT

(TWO LINES) - [SEE NOTE #3]

A

A

B

B

TYPE 1 AND TYPE 5

ENCASEMENT DETAILS

PRECISION DIRECTIONAL BORE

UNDER EXISTING PAVEMENT

BACKFILLING, RESEEDING OR RESODDING

SHALL COMPLY WITH APPLICABLE PROVISIONS OF

THE SPECIFICATIONS.

DIST - DISTANCE

in. - INCH

ft. - FEET

FRONT SLOPES OF 6:1 TO 4:1 - MIN. DIST. 5 ft. - 0 in.

FRONT SLOPES GREATER THAN 4:1 - MIN. DIST. 3 ft. - 0 in.

2 ft. 0 in.

MIN.

1. ALL CONDUIT INSIDE ENCASEMENT SHALL BE PAID FOR UNDER

PAY ITEM 756. REFER TO SECTION 756 OF THE CURRENT ALABAMA

DEPARTMENT OF TRANSPORATION STANDARD SPECIFICATIONS.

2. NUMBER AND SIZE OF CONDUITS AS SHOWN ON PLANS.

3. TYPE, NUMBER OF LINES AND SIZE OF ENCASEMENT AS SHOWN ON PLANS.

4. ENCASEMENT UNDER RAILROAD TRACKS SHALL CONFORM TO THE REQUIREMENTS OF THAT RAILROAD.

HDPE (HIGH DENSITY POLYETHYLENE)

PER SECTION 756.02 AND

AS SHOWN ON THE PLANS.

ENCASEMENT PLACED BY PRECISION DIRECTIONAL

BORE UNDER EXISTING PAVEMENT PER SECTION

756.03(d). (SEE NOTES #5 & #6)

ABBREVIATIONS

MIN. - MINIMUMFRONT SLOPES OF 6:1 TO 4:1 - MIN. DIST. 5 ft. - 0 in.

FRONT SLOPES GREATER THAN 4:1 - MIN. DIST. 3 ft - 0 in.


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

PAVED SHOULDERS

ROADWAY

CONDUCTORS

EDGE OF PAVEMENTROADWAY

TYPE 1 ENCASEMENT INSTALLATION

OPEN TRENCH UNDER NEW PAVEMENT

CLASS A TYPE 2 CONCRETE ENCASEMENT

TYPE 5 ENCASEMENT INSTALLATION

ENCASEMENT CONDUITENCASEMENT CONDUIT

ENCASEMENT CONDUIT

NOTES

14

* 3 INCH ENCASEMENT ON TOP, BOTTOM, AND SIDES

6. UPHEAVEL IN ROADWAY NOT ALLOWED.

2 in.

3 in

.

1070

*

3 in

.

*

SECTION B - B: TYPE 5 ENCASEMENT CONDUIT IN HDPE ENCASEMENT

5. JACKING AND BORING NOT ALLOWED.

756.03(d)

756.03(d)

30 in. PER SECTION

30 in. PER SECTION

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

DEADEND WITH READY

ACCESS CLOSURE

40" M

INIM

UM

(S

EE

NO

TE

3)

AERIAL HARDWIRE

INTERCONNECT CABLE

MESSENGER HANGER

ASSEMBLYMESSENGER HANGER

ASSEMBLY

CROSSARM BOLT

AND NUT

OVERHEAD CABLE AND


GALVANIZED SPIRAL

LASHING ROD TYPE

FOR HARDWIRE

INTERCONNECT

MESSENGER HANGER

ASSEMBLY

OVERHEAD CABLE AND


MESSENGER HANGER

ASSEMBLY

GALVANIZED SPIRAL

LASHING ROD TYPE

FOR HARDWIRE

INTERCONNECT

ADJUSTABLE

POLE CLAMP

CROSSARM NUT

AND BOLT

17

’ -0

"

MIN

IMU

M W

ITH

SA

G

1. CONNECTIONS IN AERIAL ACCESS CLOSURE SHALL BE ACCOMPLISHED

BY IN LINE CONNECTIONS.

2. THE 40" MINIMUM CLEARANCE ALSO APPLIES TO THE CLOSEST METAL

PORTION OF ANY ONE SPOOL, THREE SPOOL, OR FOUR SPOOL.

3. AERIAL HARDWIRE, INTERCONNECT, TV CABLE, AND TELEPHONE CABLE

SHALL BE ON THE SAME SIDE OF THE POLE.

HARDWARE FOR INTERCONNECT

ATTACHMENT DETAILS

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

12" MINIMUM

TRANSFORMER

GROUND LINE

12" MINIMUM

30" M

INIM

UM

6"

3 - 5/8" BOLTS

1 - 1/2"3/8"

3 BOLT CLAMP

STRAIGHT THIMBLEYE BOLT

OVERHEAD CABLE

MESSENGER WIRE

WOOD POLE

WOOD POLE

AERIAL DEADEND CONNECTION

HARDWIRE INTERCONNECT

TELEPHONE CABLE

ATTACHMENT TO JOINT USE POWER COMPANY, TELEPHONE COMPANY, AND CATV

FRONT VIEW SIDE VIEW

WOOD POLE

SUSPENSION CLAMP

FRONT VIEW SIDE VIEW

WOOD POLE

SIDE VIEW TOP VIEW

INTERMEDIATE CONNECTION FOR WOOD POLE

MESSENGER WIRE

OVERHEAD CABLE

METAL POLE

SIDE VIEW TOP VIEW

INTERMEDIATE CONNECTION FOR METAL POLE

SIDE VIEW

INTERMEDIATE CONNECTION FOR CONCRETE POLE

3/8" MESSENGER

CONCRETE POLE

24" TO 42" 24" TO 42"

AERIAL HARDWIRE INTERCONNECT

NOTES

15

SIDE VIEW

AERIAL CORNER CONNECTION

AUTOMATIC STRAND VISE

5/8" THRU BOLT

1071

CABLE

PROJECT NO.

TENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


T.S.D. - 730 -

ALABAMA DEPARTMENTOF TRANSPORTATION

(SIZE ACCORDING TO

CONDUIT SIZE)

SHEETSNO.

REFERENCEPROJECT NO.

MASONRY ANCHOR BOLTS (3),

PLATED ALLOY STEEL MATERIAL,

3/8-INCH MINIMUM DIAMETER,

WITH PREASSEMBLED EXPANDER

PLUGS.

GALVANIZED U-CHANNEL INSERT

(BY OTHERS)

RECESSED IN BRIDGE CONCRETE

GALVANIZED

U-CHANNEL

FOR MOUNTING

CONDUIT TO

THE BRIDGE

GALVANIZED

CONDUIT

STRAP

GAP

C

CONDUIT

STRAP

1/4-INCH STAINLESS STEEL HEX HEAD

MACHINE BOLT, FLAT WASHER, LOCK

WASHER, AND HEX NUT.

GALVANIZED

CLAMP

MASONRY ANCHOR BOLTS (3),

PLATED ALLOY STEEL MATERIAL,

3/8-INCH MINIMUM DIAMETER,

WITH PREASSEMBLED EXPANDER

PLUGS.

1. CLAMP, CLAMP BACK, AND NEST

BACK SHALL BE PRODUCTS OF

THE SAME MANUFACTURER.

2. 5-FOOT MAXIMUM SPACING FOR

CONDUIT CLAMPS.

BRIDGE

ABUTMENT

TO GROUND MOUNTED

JUNCTION BOX

90-DEGREE PULL FITTING

FOR LIGHTING CONDUCTORS

1/4-INCH STAINLESS STEEL HEX HEAD

MACHINE BOLT, FLAT WASHER, LOCK

WASHER, AND HEX NUT.

CONDUIT ATTACHED TO BRIDGE DETAIL

WING WALL

METALLIC CONDUIT


2’-

0"

WING WALL

METALLIC CONDUIT NON-METALLIC CONDUIT

2’-

0"

CORE DRILL

AND GROUT

DETAILS OF CONDUIT THRU WING WALL

METALLIC CONDUIT CONDULET

MIN

.

MIN

.

BRIDGE DECK

1’-6" 1’-6"

METALLIC CONDUIT

JOINTS ON SIMPLE SPAN BRIDGES

N.T.S.

MOUNTING

STRAP

CONCRETE BRIDGE


GROUND LINE

CONCRETE BRIDGE

BRIDGE ABUTMENT

ROAD SURFACE

SLOPE PAVING

CLAMP BACK

CONDUIT

NEST BACK

2’-0"

PIPE STRAP

CONDUIT

CLAMP BACK

NEST BACK

INSTALLATION WITH INSERT PROVIDED

(SIZE ACCORDING TO CONDUIT SIZE)

METALLIC CONDUITTENNESSEE

FLORIDA

Gulf ofMexico

GE

OR

GIA

MIS

SIS

SIP

PI

DEPA

RTMENT OF TRANSP

ORTA

TIO

N

ALABAMA









REVISIONS


--SPECIFICATIONS--

DRAWN BY:

DATE DRAWN:


(GALVANIZED )

(GALVANIZED )

CLAMPING SPRING NUT

(SIZE ACCORDING TO CONDUIT SIZE)

CLAMPING SPRING NUT

METALLIC CONDUIT

INSTALLATION ON SLOPE PAVING AND BRIDGE ABUTMENTS

FISCALYEAR

INSTALLATION OF CONDUIT UNDER EDGE OF BRIDGE

GALVANIZED CLAMPING SPRING NUT

GALVANIZED

EDGE OF BRIDGE

INSTALLATION WITH SURFACE-MOUNTED GALVANIZED U-CHANNEL EDGE OF BRIDGE

L

3-INCH MAXIMUM SAG

A

A

WING WALL

FRONT VIEW

METALLIC CONDUIT

SLOPE PAVING

GALVANIZEDCLAMP

DETAIL SHOWING METHOD OF CONDUIT CROSSING AT EXPANSION

T.S.D. - 730 -16 1072

SECTION A-A

LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT

12

"


Sheet

MIN. - MINIMUM

ABBREVIATIONS

mm - MILLIMETER

1085_RL-LPF-001_Brkaway Lumin Pole Fnd.dgn 9/21/2009 9:36:55 AM

1085A_RL-LPF-002_HiMast & Non Brkaway Lumin Pole Fnd.dgn 9/21/2009 9:39:38 AM

1086_RL-LPF-003_Lum Pole Found w Brkawy Cplgs.dgn 9/21/2009 9:42:10 AM

1087_RL-LPF-004_Hi Mast & NB Pole MiscDtls.dgn 9/21/2009 9:44:52 AM

1088_RL-LPF-005_Concr Pad Dtls For BrkwyPoles.dgn 9/21/2009 9:47:41 AM

1089_RL-LPF-006_Elect Wiring For NB Lum Poles 1 of 2.dgn 9/21/2009 9:49:13 AM

1089A_RL-LPF-007_Elect Wiring For Brkawy Lum Poles 2 of 2.dgn 9/21/2009 9:51:40 AM

1090_RL-LPF-008_Hi Mast Lgtning Prot Dtls.dgn 9/21/2009 9:54:56 AM

1091_RL-LPF-009_Lgtning Prot For 75-Ft.or Grtr Poles w ILD.dgn 9/21/2009 9:55:58 AM

1092_RLD-001_Conduit-Bridge.dgn 9/21/2009 10:39:24 AM

1093_RLD-002_Type WP Svc_US_Sht. 1 of 2.dgn 9/21/2009 9:58:11 AM

1093A_RLD-003_Type WP Svc_US_Sht. 2 of 2.dgn 9/21/2009 10:00:29 AM

1094_RLD-004_Type DE Svc_US_Sht. 1 of 2.dgn 9/21/2009 10:03:09 AM

1094A_RLD-005_Type DE Svc_US_Sht. 2 of 2.dgn 9/21/2009 10:04:55 AM

1095_RLD-006_Type 1 & 2 Elect Jct Box.dgn 9/21/2009 10:06:38 AM

1096_RLD-007_Type 3 Elect Jct Box.dgn 9/21/2009 10:08:29 AM

1097_RLD-008_Conduit Under RdwyUS.dgn 9/21/2009 10:10:24 AM

1098_RLD-009_Elec Grnd Non-Brkaway Pole Fnd.dgn 9/21/2009 10:14:56 AM

1098A_RLD-010_Elec Grounding Brkaway Pole Fnd.dgn 9/21/2009 10:16:28 AM

1099_RLD-011_O'head Service to Type WP LCC.dgn 9/21/2009 10:17:50 AM

1099A_RLD-012_O'head Service to Type DE LCC.dgn 9/21/2009 10:19:12 AM

1001 090909.dgn 9/11/2009 6:02:21 pm€¦ · grounding lug approach lane approach lane approach...

Documents