1001m 092309.dgn 9/28/2009 2:04:30 PM€¦ · roadway surface tri-stud hanger assembly w/balance adjuster and tri-stud wire outlet body (see note #8) the contractor shall furnish

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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

TRAFFIC SIGNAL AND STREET LIGHTING POLES

16 mm X 2.4 m 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 21 mm METALLIC CONDUIT

(SEE NOTE #3)

6 AWG SOLIDLY GROUNDED

WIRE IN 21 mm METALLIC CONDUIT

(SEE NOTE #3)

1.8

m M

IN

.

NEC GROUND CONNECTION

1.8

m M

IN

.

1.8

m M

IN

.

1.8

m M

IN

.

51

0 m

m

NEC GROUND CONNECTION

16 mm X 2.4 m COPPER

CLAD GROUND ROD

1 - 120 VOLT POWER SERVICE IN 27 mm GRC AS FOLLOWS:

2 - 6 AWG INSULATED AND 1 - 6 AWG STRANDED,

BARE COPPER GROUND FOR THE SIGNAL CONTROLLER

51

0 m

m

2 - 120 VOLT POWER SERVICES, EACH IN 27 mm GRC AS FOLLOWS:


BARE COPPER GROUND FOR THE LUMINAIRES;


BARE COPPER GROUND FOR THE SIGNAL CONTROLLER

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.

POWER SOURCE FOR COMBINATION 08-2009 Revisions To This

Sheet

FISCALYEAR

SHEETNO.

ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner

(Convert to Cadd)

08-2005 Revisions All

Sheets

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

GRC - GALVANIZED RIGID CONDUIT

3 - 6 AWG IN 27 mm CONDUIT

3 - 6 AWG IN 27 mm GRC

1055

A - AMPERE

O - PHASE

2. WOOD POLE SHALL BE CLASS III 10.7 m SOUTHERN PINE CONFORMING TO THE REQUIREMENTS OF

SECTION 890.07(b).

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.

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 127 mm 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.

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

2.4 m MIN. TO 3.6 m MAX

(CENTER-TO-CENTER)

IN ALL CASES, TRAFFIC SIGNAL HEADS SHALL BE LOCATED BETWEEN 5.2 m AND 6.0 m ABOVE THE

ROADWAY SURFACE.

14.3 m POLE, 15.2 m OVERALL MOUNTING HEIGHT SHALL INCLUDE A

11.3 m POLE, 12.2 m OVERALL MOUNTING HEIGHT SHALL INCLUDE A

BACKPLATE (SEE NOTE

#4 & NOTE #9)

THE SIGNAL CONDUCTOR SHALL BE LASHED TO THE MESSENGER WIRE AT 450 mm MAX., CENTER-TO-CENTER WITH 405 mm MIN.

LENGTH X 6.4 mm WIDE X 1.3 mm THICK LASHING RIBBON.

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

AND CONSIDERATION BY THE ENGINEER.

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

CLAMP (FEED THROUGH DEADEND)

AUTOMATIC COMPRESSION TYPE

(SEE NOTE #10)

SPLIT CLAMP

STEEL CAP WITH

3 SCREWS MINIMUM

08-2009 Revisions To This

Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

DRIP LOOP

SIGNAL CONTROL CABLE

9 mm MESSENGER WIRE

SE

E P

LA

NS

FO

R P

OL

E L

EG

NT

H

GROUND LINE

HAND HOLE

WITH COVER

6 mm 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)

8 mm COPPERCLAD DEADEND

7-STRAND 9 mm UTILITY

MESSENGER CABLE

DEADEND (TYPICAL)

SIGNAL CABLE

PHOTO ELECTRIC CELL

1056

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

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

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

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

TETHER WIRE.

LASHING RIBBON

(SEE NOTE #3)

SIGNAL HEADS

DRIP LOOP

WEATHER HEAD

STRANDED VICE

HAND HOLE

BREAKAWAY TYPE "S" HOOK

WITH COVER

64 mm COUPLING

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

BREAKAWAY TETHER

ASSEMBLY

5.2

m M

IN

.

(S

EE

NO

TE

#7)

m - METER

mm - MILLIMETER

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

SPAN WIRE CLAMP

LUMINAIRE ARM

(AS REQUIRED IN THE PLANS)

100 mm - 200 mm HAND HOLE

WITH METAL COVER

(2) 6 mm DIAMETER HOLES

FOR 5 mm X 51 mm COTTER PINS

1. THE LENS SHALL BE FABRICATED FROM 3 mm, 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.

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 76 mm CENTERS AND SHALL BE EITHER 610 mm OR 914 mm

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) 38 mm HUBS

MOUNTED ON THE TOP OF THE SIGN.

6 AWG SOLID GROUND WIRE

TO 0.16 m x 2.4 m

COPPERCLAD GROUND ROD

* NOTE: SCHEDULE 80 STEEL

BREAK-A-WAY FUSE HOLDER

SINGLE-POLE U.L. RECOGNIZED

10 mm X 38 mm FUSE.

30A 600V

#12 AWG - #2 AWG

2 PER TERMINAL COPPER

COPPER SET SCREW


Sheet

75 mm x 125 mm HAND HOLE

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

38 mm THREADED COUPLING

BY POLE MANUFACTURER

LENGTH AS REQUIRED

90^ ELBOW

LOCK NUTS

POLE

GROUNDING LUG

APPROACH LANE

AP

PR

OA

CH

LA

NE

APPROACH LANE

AP

PR

OA

CH

LA

NE

STEEL CLAMP

LIGHTING ARRESTOR DETAIL

2A

(SHEET 2 OF 2)

NON-METALLIC CONDUIT

LOCK WASHERS

WITH HEX NUTS AND

SPAN WIRE CLAMP

ABBREVIATIONS

RIGHT

NO

TURN

BLANKOUT MESSAGE SIGN

TRAFFIC SIGNAL SIDE MOUNT


MA - MILLIAMPS

LUMINAIRE ORIENTATION SCHEMATIC

J HOOK

J HOOK

305 mm

38 mm5 mm X 76 mm

16 mm DIAMETER "U" BOLT

762 mm

914 m

m

1057

NOTES

SPECIFICATIONS FOR ILLUMINATED SIGNAL FACE BLANK OUT MESSAGE SIGN

CONSTRUCTION:

LENS AND BLANK OUT PANELS:

*

TEXT MAY BE EITHER

"RIGHT" OR "LEFT"

*

VARIES

SIGNAL HEAD ASSEMBLY

GALVANIZED

150 PSI GALV.

STEEL

GALV - GALVINIZED

mm - MILLIMETER

STEEL PIPE

A - AMPERE

V - VOLTS

m - METER

* THREADED PIPE

* THREADED NIPPLE

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 -

NOTE: REFER TO APPROVED POLE

DRAWINGS FOR SIZE, NUMBER

AND BOLT CIRCLE DIAMETER

OF ANCHOR BOLTS.

STEEL TEMPLATE FOR

ANCHOR BOLT ALIGNMENT




OF ANCHOR BOLTS.

STEEL TEMPLATE FOR





OF ANCHOR BOLTS.

STEEL TEMPLATE FOR





OF ANCHOR BOLTS.

STEEL TEMPLATE FOR


* NOTE: FOR ANCHOR BOLT PROTECTION

REFER TO APPROVED

POLE DRAWINGS

TEMPORARY TEMPLATE

FOR ANCHOR BOLT ALIGNMENT

COPPER CLAD

GROUND ROD

6 AWG SOLID BARE

COPPER WIRE

TIES: 13 mm BARS

AT 305 mm O.C.

TIES: 13 mm BARS

AT 305 mm O.C.

TIES: 13 mm BARS

AT 305 mm O.C.

TIES: 13 mm BARS

AT 305 mm O.C.

TIES: 13 mm BARS

AT 300 mm O.C.

510 mm

Min

imum

Overl

ap

510 mm

Min

imum

Overl

ap

510 mm

Min

imum

Overl

ap

510 mm

Min

imum

Overl

ap

PERMANENT STEEL TEMPLATE

FOR ANCHOR BOLT

ALIGNMENT (SEE NOTE 3)

GROUND ROD

CLAMP


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

ANCHOR BOLT ASSEMBLY

*

TOP NUT

FLAT WASHER

FLAT WASHER

LEVELING NUTPOLE BASE PLATE

ELEVATION VIEW

ANCHOR BOLT NUT AND BOLT DETAIL

GROUNDING FOR METAL TRAFFIC SIGNAL POLE

CO

NC

RE

TE

FO

UN

DA

TIO

N

AS REQUIRED

NOTES

4

TRAFFIC SIGNAL POLE FOUNDATION

ABBREVIATIONS

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


GROUND LINE

21 mm METALLIC CONDUIT

10 - 25 mm BARS

76 mm

14 - 28 mm BARS

76 mm

14 - 25 mm BARS

900 mm - 0 mm DIAMETER FOUNDATION PLAN VIEW

76 mm

900 mm - 0 mm

1200 mm - 0 mm

1200 mm - 0 mm DIAMETER FOUNDATION PLAN VIEW

76 mm

20 - 28 mm BARS

75 m

m

105 m

m M

ax.

75 m

m

75 m

m -

150 m

m

16 mm X 2.4 m

750 mm1100 mm

750 mm DIAMETER FOUNDATION PLAN VIEW 1100 mm DIAMETER FOUNDATION PLAN VIEW

1059

3 m

eters B

AS

IC

150 m

m O

.C.

1. CONCRETE SHALL BE CLASS A TYPE 2A WITH A MINIMUM 28-DAY STRENGTH OF 20 MPa.

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

TRAFFIC SIGNAL FOUNDATION SHOP DRAWINGS.

3. PERMANENT STEEL TEMPLATES SHALL BE FROM 3 mm STEEL PLATE RING. ANCHOR BOLT

HOLES SHALL BE OVERSIZED BY 3 mm AND SHALL HAVE A 6 mm 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 3 meters AS BID, UNLESS A

LESSER DEPTH IS APPROVED BY THE ENGINEER.

mm - MILLIMETER

MAX - MAXIMUM

O.C. - ON CENTER

m - METER

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 -

64 mm DIAMETER GALVANIZED

STEEL COUPLING TO ACCEPT

WEATHERHEAD.

(EXIT FOR INTERNAL WIRING)

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.

100 mm X 300 mm

HAND-HOLE WITH

150 mm

MIN.

150 mm

MIN.

2. 10.7 m POLE VARIES 0.08 m TO 1 m

3.6 meter ARM

25 mm DIAMETER THRU-BOLT

TO ACCEPT EYE-BOLT

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets


Sheet

*

NO

TE

*S

EE

AS

RE

QU

IRE

D

NOTES

CONCRETE POLE

VA

RIE

S

CONCRETE WALL

PRESTRESSING

THICKNESS VARIES

GROUNDING

CROSS SECTION OF PRESTRESSED, SPUN, CONCRETE POLE

INSIDE

(VOID)

DIAMETER

GROUND LINE

SPUN CONCRETE TRAFFIC SIGNAL POLE

CONCRETE POLE

GROUND LINE

TANK GROUND

SPUN CONCRETE TRAFFIC SIGNAL POLE

5

13.7 m POLE VARIES 2.8 m TO 3.7 m

18.3 m POLE VARIES 5.9 m TO 6.8 m

ABBREVIATIONS

MIN. - MINIMUM

TANK GROUND PLACEMENT WITH GROUND WIRE IN CONCRETE POLE

4 AWG STRANDED COPPER WIRE

UNLESS OTHERWISE SHOWN IN PLANS


APPROX - APPROXIMATELY

AP

PR

OX

. 6

10

mm NEC GROUND CONNECTION

4 AWG SOLID BARE COPPER WIRE

O.D. VARIES

O.D. - OUTSIDE DIAMETER

150 mm - 300 mm

150 mm - 300 mm

10.7 m POLE = 2.1 m EMBEDMENT



1060

EDGE OF ROADWAY

ORIENTED 180^ FROM

COVER

GROUND WIRE

16 mm X 2400 mm - 0 mm COPPERCLAD GROUND ROD

STRAND

WIRE 4 AWG

m - METER

mm - MILLIMETER

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 -

CONTROLLER (SEE PLANS

FOR LOCATIONS)

FEED-THROUGH DEAD

END STRANDVISE

HIGH STRENGTH ANCHOR

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.

STANDARD CLAMP

END FITTING ON

53 mm GALV. PIPE

1.5 m - 2.7 m

600 mm MIN.

1500 mm PREFERED

6 AWG - BARE COPPER

SOLID WIRE

GALV.

GUY GUARD


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

SIDEWALK

2.7

m

2.4

m

TO POWER

2.4

m

1.2

m

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

GRC CONDUIT STRAPS

ABBREVIATIONS

GRC - GALVANIZED RIGID CONDUIT


GUY INSTALLATION

9 mm DIAMETER AT 3153 KG

27 mm GRC CONDUIT

53 mm GRC CONDUIT

152 mm MAX.

3.6 m

16 mm x 2.4 m COPPERCLAD GROUND ROD

1061

MIN - MINIMUM

MAX - MAXIMUM

GALV - GALVINIZED

m - METER

mm - MILLIMETER

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. 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

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 168 mm X 264 mm X 345 mm. THE CABINET COLOR

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

TIMES PER MINUTE.

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

OTHER SUPPLEMENTAL PLAQUES IN CONJUCTION WITH THE WARNING

SIGNS SHALL BE 1.8 m.

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

RURAL AREAS - SHALL BE A MINIMUM OF 3.6 m FROM THE EDGE OF

PAVEMENT OR 1.8 m FROM PAVED SHOULDER, WHICH EVER IS GREATER.

URBAN AREAS - SHALL BE A MINIMUM OF 0.61 m FROM THE FRONT

EDGE OR CURB.

1.2 m FROM THE LINE OF THE REAR OF THE POST, IF PROTECTED BY GUARDRAIL.


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

ABBREVIATIONS

NOTES

MIN. - MINIMUM

AERIAL MOUNTED FLASHING BEACON

SIGNAL CABLE


STEEL

SEE TSD 730-9A

ELEVATION VIEW

HEAD WITH AMBER GLASS LENS

GROUND LINEPOLE IS SET AND PLUMB

ELEVATION VIEW

GROUND LINE

POLE IS SET AND PLUMB

ELEVATION VIEW

HEAD WITH AMBER LED LENS


VARIES

80 WATT SOLAR PANEL

80 WATT SOLAR PANEL

GROUND LINE

ADVANCE WARNING AT INTERSECTIONS

300 mm -2 SECTION SIGNAL

230 mmTYPICAL 1200 mm WARNING SIGN

102 mm SPUN ALUMINUM POLE

2.1 m MIN.

100 mm MIN. GROUT AFTER


230 mmTYPICAL 1200 mm WARNING SIGN

2.1 m MIN. 102 mm SPUN ALUMINUM POLE


9 mm MESSENGER CABLE


TYPICAL 1200 mm WARNING SIGN

230 mm

102 mm SPUN ALUMINUM POLE

2.1 m MIN.


2.1 m MIN.

7 1062

AMP - AMPERE

SEE TSD 730-9A

SEE TSD 730-9A

POLE IS SET AND PLUMBED

2 SECTION SIGNAL HEAD, TYPICAL

300 mm GLASS SIGNAL LENS, TYPICAL

STEEL MOUNTING PLATE

m - METER

mm - MILLIMETER

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.

102 mm SPUN ALUMINUM BREAKAWAY

PEDESTAL POLE

102 mm SPUN ALUMINUM BREAKAWAY

PEDESTAL POLE

100 mm MIN. GROUT

AFTER POLE IS SET AND PLUMBED

100 mm MIN. GROUT

AFTER POLE IS SET AND PLUMBED


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

2.1

m M

IN

.

SOLAR PANEL (80 WATTS)

BATTERY AND FLASHER CABINET

2.1

m M

IN

.


HANDHOLE WITH COVER

ELEVATION VIEW


SOLAR PANEL (80 WATTS)

ABBREVIATIONS

MIN - MINIMUM

NOTES

8



S5-1, 1200 mm SIGN

230 mm

S5-1, 1200 mm SIGN

230 mm


1063

AMP - AMPERES

m - METER

mm - MILLIMETERS

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

PUSH BUTTON

PROVIDE BUSHING IN POLE

FOR MOUNTING PUSH BUTTON

HANDHOLE WITH COVER

TRAFFIC SIGNAL POLE

MOUNTED PEDESTRIAN SIGNAL


FROM SIGNAL FACE.

230 mm x 300 mm

R10-4B SIGN ATTACH WITH

STAINLESS STEEL BANDS

102 mm SPUN ALUMINUM

BREAKAWAY PEDESTAL POLE


POLE IS SET AND PLUMBED


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

GROUND LINE

PLAN VIEW

R10-4B

R10-4B

9

NOTES

PEDESTRIAN SIGNAL INSTALLATION

1064

ABBREVIATIONS

MIN - MINIMUM

PEDESTAL MOUNTED PEDESTRIAN SIGNAL ASSEMBLY

mm - MILLIMETER

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

DOOR OPENING

WELD CONNECTION

OPTIONAL DOORS FOR PEDESTAL BASES

HANDLE WITH COVER

BOLT COVER

INTERNAL PIPE THREADS

DOOR OPENING

APPROXIMATELY 127 mm X 279 mm APPROXIMATELY 203 mm X 203 mm

08-2009 Revision To This

Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

9A 1065

PEDESTAL FOUNDATION AND BASES

GROUND LINE

19 mm NONMETALLIC CONDUIT

NONMETALLIC CONDUIT

CLASS A TYPE 2

CONCRETE FOUNDATION

ANCHOR BOLT (TYPICAL)

1500 m

m

ELEVATION VIEW

PLAN VIEW

FULL BASE

COVER

(2 PIECE)

31 m

m -

150 m

m

FOOTING FOR PEDESTAL POLE

51 mm

13 mm HOOPS ON

310 mm CENTERS

50 mm MIN.

16 mm X 2.4 m

8 - 13 mm STEEL BARS

PLACED AFTER POLE

100 mm MINIMUM GROUT

IS SET AND PLUMBED

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 -

mm - MILLIMETER

m - METER

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

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

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.

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

7. GROUND LINE SHALL BE AT FINISHED GRADE.

SEE TSD-730-4

FOR FOUNDATION DETAILS

27 mm METALLIC CONDUIT

FROM POWER SOURCE

78 mm I.D. GALV. CONDUIT

90 DEGREE PULL

OUTLET 78 mm I.D.

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

152 mm FROM THE TOP OF THE CABINET.

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.

SEE MANUFACTURE’S TEMPLATE

FOR ANCHOR BOLT LAYOUT

CAULK AROUND BASE OF CONTROLLER

(SEE NOTE #7)

19 mm STAINLESS STEEL

BANDS WITH ANTI-ROTATIONAL

BUCKLESTRAP


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

GROUND LINE

CONTROLLER CABINET

POLE MOUNTED

VARIES

NOTES

ABBREVIATIONS

I.D. - INSIDE DIAMETER

GALV. - GALVINIZED

50

8 m

m

CO

NT

RO

LL

ER

CA

BIN

ET

VA

RIE

S

VARIES

VARIES

WELDED REINFORCING WIRE

REQUIRED PAD EXTENSION

ANCHORS

CAULK BASE OF CABINET

50

8 m

m

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

16 mm X 2.4 m COPPERCLAD GROUND ROD

FRONT VIEW

CONTROLLER PAD AND CABINET

SIDE VIEW


TOP VIEW


CLASS A TYPE 2 CONCRETE

MODIFIED EXISTING CONTROLLER PAD FOR NEW CABINET MOUNTING

13 mm DOWEL BAR 300 mm O.C.

150 mm

150 mm

600 mm

150 mm 150 mm

15

0 m

m

200 mm

100 mm

150 mm 150 mm

30

0 m

m

76

2 m

m

25

4 m

m

1066

16 mm X 2.4 m COPPERCLAD GROUND ROD

DOOR

MIN

COUPLING

1.5 m MIN, TYPICAL

MIN

MIN - MINIMUM

m - METER

mm - MILLIMETER

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 -

LENGTH AS SHOWN

IN THE PLANS

LENGTH AS SHOWN

IN THE PLANS

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

ENCLOSURE THAT WHEN SNAPPED SHUT PROVIDES A SUBMERSSIBLE CONNECTION SHALL BE

USED IN UNDERGROUND SPLICES.

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

IS REQUIRED ON THE TRAFFIC SIGNAL LAYOUT SHEET.

TO

JUNCTION

BOX

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

LOOP IN ASPHALT

C - C

LOOP IN CONCRETE

C - C

LOOP LEAD-IN

CONCRETE OR ASPHALT

B - B

LOOP IN CONCRETE

OR ASPHALT

A - A

FLEXIBLE LIQUIDTIGHT

OR PVC CONDUIT

FLEXIBLE LIQUIDTIGHT

OR PVC CONDUIT

1.8

m W

ID

TH

1.8

m W

ID

TH

178 mm OVERRUN BASED ON

610 mm DIAMETER SAW BLADE

178 m

m

MA

X.

178 m

m

MA

X.

178 m

m

MA

X.

DETAIL 1

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

BE MADE OF PLASTIC OR WOOD MATERIAL.

2. LOOP WIRE LEAD-IN SHALL BE PROVIDED IN SEPARATE SLOTS OR CONDUIT IN TRENCHES

FOR EACH INDIVIDUAL LOOP.

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

ENCASED IN A SPLICE CONNECTOR KIT.

DETAIL 1

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

SURFACE, (2) THE AIR TEMPERATURE IS BELOW 4.4^C, OR (3) OTHER CONDITIONS

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

TO THE SURFACE.


Sheet

DIRECTION

OF TRAFFIC

DIRECTION

OF TRAFFIC

JUNCTION BOX

JUNCTION BOXLOOP DETECTOR

LEAD-IN CABLE

LOOP DETECTOR

LEAD-IN CABLE

FACE OF CURB OR

EDGE OF PAVEMENT

FACE OF CURB OR

EDGE OF PAVEMENT

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

DIMENSIONS OF SAWCUT

DIMENSIONS OF SAWCUT

TURN REQUIREMENTS FOR LOOP

NUMBER OF TURNS

NUMBER OF TURNS

TURN REQUIREMENTS FOR QUADRUPOLE LOOP

2-4-2

3

VARIABLE

FACE OF CURB OR EDGE OF PAVEMENT

FACE OF CURB OR EDGE OF PAVEMENT

NOTES

ABBREVIATIONS

MAX - MAXIMUM

C - CENTIGRADE

MIN - MINIMUM

DETAILS OF LOOP WIRE LAYOUT

PAVEMENT

CONC. CURB OR

CURB & GUTTER

JUNCTION

BOX

LOOP SEALANT

LOOP WIRE

SPLICE CONNECTION

CABLE & CONDUIT

JUNCTION

GROUND LINE

INSTALLATION OF JUNCTION BOX, CONDUIT AND LOOP WIRE

IN CURBED ROADWAYS

PAVEMENT

JUNCTION

BOX

VARIES

LOOP SEALANT

LOOP WIRE

SPLICE CONNECTION

CABLE & CONDUIT

JUNCTION

GROUND LINE

INSTALLATION OF JUNCTION BOX, CONDUIT AND LOOP WIRE

45^ TO 60^ TYPICAL

45^ TO 60^ TYPICAL

VARIES

5 mm TO 8 mm

35

mm

MIN

.

5 mm TO 8 mm 5 mm TO 8 mm 5 mm TO 8 mm

40

mm

MIN

.

35

mm

MIN

.

40

mm

MIN

.

2 m x 2 m TO 2 m x 7 m

2 m x 10 m TO 2 m x 15 m 2

2 m x 10 m TO 2 m x 18 m

508 m

m M

IN

. 51 m

m T

O 7

6 m

m

508 m

m M

IN

.

51 m

m T

O 7

6 m

m

300 m

m

11 1067

LOOP WIRE INSTALLATION

QUADRUPOLE LOOP SAWCUT

LOOP SAWCUT

LEAD-IN

LEAD-IN

(SEE NOTE #5)

(SEE NOTE #5)

VARIES

RECTANGULAR LOOP SAWCUT DETAIL

(SEE NOTE #3)

QUADRUPOLE LOOP

A

A

C

C

PRESENCE LOOP

LOOP DETECTOR WINDING

B B C

C

B B

(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 -

m - METER

mm - MILLIMETER

ALTERNATE CAMERA MOUNTING LOCATION

(WITH OPTIONAL SIDEMOUNT "L" BRACKET)

PREFERRED CAMERA MOUNTING

LOCATION ("I" BRACKET)

CA

ME

RA

HE

IGH

T M

INIM

UM

9.1

m 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

SECTION A-A

SUNSHIELD

POWER AND

COAX CABLE

DRIP LOOPS

LUMINAIRE ARM

STAINLESS STEEL BANDING

MOUNTING BRACKET

DIAMETER OF TURN ACCORDING

TO COAX MANUFACTURER

NO TWISTS ARE ALLOWED

IN CABLE

3.65 m. MAX. 3.65 m. MAX.

SEE TSD-730-4 FOR SIGNAL

POLE FOUNDATION DETAILS


Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

12

VIDEO DETECTION INSTALLATION

VDS CAMERA INSTALLATION

ABBREVIATIONS

VDS - VEHICLE DETECTION SYSTEM

APPROXIMATELY 300 mm FROM LUMINAIRE

300 mm

1068

A

A

WIRE TIE-STRAPS

2 TURNS MAX.

LEFT

TURN

SIGNAL

VDS CAMERA INSTALLATION ON MAST ARM POLES

mm - MILLIMETER

m - METER

2.4 m. MIN. 2.4 m. 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

CONDUIT CONSTRUCTION DETAIL

VARIESMARKING TAPE

FINISHING GRADE

CONDUIT

SATISFACTION OF THE ENGINEER

JUNCTION BOX IN SOIL

ALDOT #57

FINISH GRADE

BACKFILL

AND TAMP

BACKFILL

ONLY

UNTAMPED OR

UNDISTURBED SUB-GRADE

(COST OF ALDOT #57 IS INCLUDED

IN PAY ITEM 730K-000)

CONDUIT CONSTRUCTION DETAIL NOT

EXPOSED TO VEHICLE TRAFFICCONDUIT CONSTRUCTION DETAIL UNDER

EXISTING SIDEWALK OR SLOPE PAVING

CONCRETE TO BE

REMOVED AND REPLACED

(SEE NOTE #2)

TAMPING

LAYER

CONCRETE SLAB

VARIES

08-2009 Revision To This

Sheet

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

TR

AFFIC

CO

NTR

OL

VARIES

PULL SLOT

JUNCTION BOX COVER

740 +

/- m

m

1. ALL DIMENSIONS SHOWN ARE APPROXIMATE.

CAUTION CAUTION

DETAIL FOR 4.0 MIL POLYETHYLENE

MARKING TAPE

25 mm

15

2 m

m

C MESSAGEL

15

0 m

m

20

0 m

m

NOTE : BACKFILL WITH SUITABLE PORTION OF EXCAVATED

MATERIAL FROM EXCAVATION OR SELECTED MATERIAL

APPROVED BY THE ENGINEER.

20

0 m

m

NOTE : BACKFILL MATERIAL SHALL BE PLACED WITH SAME

TYPE OF MATERIAL REMOVED AND COMPACTED TO THE

30

0 m

m

76

mm

51

0 m

m

NOTES

min

.

JUNCTION BOX INSTALLATION

51

0 m

m

510 +

/- mm

15

0 m

m

15

0 m

m

60

0 m

m

NOTE: MESSAGE TO BE SPACED 900 mm CENTER TO CENTER

64 mm

38 mm

13 1069

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

+/- = APPROXIMATE

mm. = MILLIMETER

WITH WASHER

9.5 mm HEX BOLT,

11 mm DRILL FOR

60

0 m

m

BACKFILL AND

TAMP

MIN = MINIMUM

ABBREVIATIONS

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

BACKFILLING, RESEEDING OR RESODDING

TO COMPLY WITH APPLICABLE PROVISIONS OF

THE SPECIFICATIONS.

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

FRONT SLOPES OF 6:1 TO 4:1 - MIN. DIST. 1.52 m

FRONT SLOPES GREATER THAN 4:1 - MIN. DIST. 0.9 m

600 mm

MIN.

FRONT SLOPES OF 6:1 TO 4:1 - MIN. DIST. 1.52 m

FRONT SLOPES GREATER THAN 4:1 - MIN. DIST. 0.9 m

1. ALL CONDUIT INSIDE ENCASEMENT SHALL BE PAID FOR UNDER

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

DEPARTMENT OF TRANSPORTATION 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 MEET THE REQUIREMENTS OF THAT RAILROAD.

762 mm PER

SECTION 756.03(d) 762 mm PER

SECTION 756.03(d)

ENCASEMENT PLACED BY PRECISION DIRECTIONAL

BORE UNDER EXISTING PAVEMENT PER SECTION

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

5. JACKING AND BORING NOT ALLOWED.

ABBREVIATIONS

MIN. - MINIMUM


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

*

6. UPHEAVEL IN ROADWAY NOT ALLOWED.

75

mm

75

mm

50 mm

* 76 mm ENCASEMENT ON TOP, BOTTOM, AND SIDES

1070

HDPE (HIGH DENSITY POLYETHYLENE)

PER SECTION 756.02 AND AS SHOWN

ON THE PLANS.

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

*

DIST - DISTANCE

m - METER

mm - MILLIMETER

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

AERIAL HARDWIRE

INTERCONNECT CABLE

MESSENGER HANGER

ASSEMBLYMESSENGER HANGER

ASSEMBLY

CROSSARM BOLT

AND NUT

GALVANIZED SPIRAL

LASHING ROD TYPE

FOR HARDWIRE

INTERCONNECT

MESSENGER HANGER

ASSEMBLY

MESSENGER HANGER

ASSEMBLY

GALVANIZED SPIRAL

LASHING ROD TYPE

FOR HARDWIRE

INTERCONNECT

ADJUSTABLE

POLE CLAMP

CROSSARM NUT

AND BOLT

HARDWARE FOR INTERCONNECT

ATTACHMENT DETAILS

1. CONNECTIONS IN AERIAL ACCESS CLOSURE SHALL BE ACCOMPLISHED

BY IN LINE CONNECTIONS.

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

SHALL BE ON THE SAME SIDE OF THE POLE.

10

16

mm

MIN

IMU

M

(S

EE

NO

TE

3)

5.2 m

MIN

IMU

M W

ITH

SA

G

2. THE 1016 mm MINIMUM CLEARANCE ALSO APPLIES TO THE CLOSEST METAL

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

OVERHEAD CABLE AND


OVERHEAD CABLE AND


600 mm TO

1070 mm

600 mm TO

1070 mm

FISCALYEAR

SHEETNO.


(Convert to Cadd)


Sheets

TRANSFORMER

GROUND LINE

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

CONCRETE POLE

AERIAL HARDWIRE INTERCONNECT

NOTES

15

SIDE VIEW

AERIAL CORNER CONNECTION

AUTOMATIC STRAND VISE

762 m

m M

INIM

UM

300 mm MINIMUM

300 mm MINIMUM

9 mm MESSENGER

16 mm THRU BOLT

9 mm 38 mm

150 mm

3 - 16 mm BOLTS

1071

CABLE

ABBREVIATIONS

m - METER

mm - MILLIMETER

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.

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

GALVANIZED

CLAMP

1. CLAMP, CLAMP BACK, AND NEST

BACK SHALL BE PRODUCTS OF

THE SAME MANUFACTURER.

2. 1525 mm MAXIMUM SPACING FOR

CONDUIT CLAMPS.

BRIDGE

ABUTMENT

TO GROUND MOUNTED

JUNCTION BOX

90-DEGREE PULL FITTING

FOR LIGHTING CONDUCTORS

CONDUIT ATTACHED TO BRIDGE DETAIL

6 mm STAINLESS STEEL HEX HEAD

MACHINE BOLT, FLAT WASHER, LOCK

WASHER, AND HEX NUT.

MASONRY ANCHOR BOLTS (3),

PLATED ALLOY STEEL MATERIAL,

9.5 mm MINIMUM DIAMETER,

WITH PREASSEMBLED EXPANDER

PLUGS.

MASONRY ANCHOR BOLTS (3),

PLATED ALLOY STEEL MATERIAL,

9.5 mm MINIMUM DIAMETER,

WITH PREASSEMBLED EXPANDER

PLUGS.

6 mm STAINLESS STEEL HEX HEAD

MACHINE BOLT, FLAT WASHER, LOCK

WASHER, AND HEX NUT.

WING WALL

METALLIC CONDUIT


WING WALL

METALLIC CONDUIT NON-METALLIC CONDUIT

CORE DRILL

AND GROUT

DETAILS OF CONDUIT THRU WING WALL

METALLIC CONDUIT CONDULET

MIN

.

MIN

.

BRIDGE DECK

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

PIPE STRAP

CONDUIT

CLAMP BACK

NEST BACK

INSTALLATION WITH INSERT PROVIDED

(SIZE ACCORDING TO CONDUIT SIZE)

METALLIC CONDUIT 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:


(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

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

456 mm 456 mm

76-mm MAXIMUM SAG

610 mm

610 m

m

610 m

m

30

5 m

m

MIN. - MINIMUM

mm - MILLIMETER

ABBREVIATIONS

Revisions To This

Sheet

08-2009

1085_RL-LPF-001_M_ Brkaway Lum Pole Fnd.dgn 10/1/2009 10:54:40 AM

1085A_RL-LPF-002_M_HiMast & Non Brkaway Lumin Pole Fnd.dgn 10/1/2009 10:55:59 AM

1086_RL-LPF-003_M_Lum Pole Found w Brkawy Cplgs.dgn 10/1/2009 10:57:21 AM

1087_RL-LPF-004_M_Hi Mast and NB Pole Dtls.dgn 10/1/2009 10:58:23 AM

1088_RL-LPF-005_M_Concr Pad Dtls For Brkawy Lum Poles.dgn 10/1/2009 10:59:22 AM

1089_RL-LPF-006_M_Elect. Wiring For NB Lum Poles.dgn 10/1/2009 11:00:52 AM

1089A_RL-LPF-007_M_Elect. Wiring For Brkawy Lum Poles.dgn 10/1/2009 11:02:03 AM

1090_RL-LPF-008_M_Hi Mast Lgtning Prot Dtls.dgn 10/1/2009 11:03:01 AM

1091_RL-LPF-009_M_Lgtning Prot 75' or Grtr Poles w ILD.dgn 10/1/2009 11:05:14 AM

1092_RLD-001_M_Conduit-Bridge.dgn 10/1/2009 11:07:31 AM

1093_RLD-002_M_Type WP Svc_Metric_Sht. 1 of 2.dgn 10/1/2009 11:08:31 AM

1094_RLD-004_M_Type DE Svc_Metric_Sht. 1 of 2.dgn 10/1/2009 11:09:56 AM

1094A_RLD-005_M_Type DE Svc_Metric_Sht. 2 of 2.dgn 10/1/2009 11:11:09 AM

1095_RLD-006_M_Type 1 & 2 Elect Jct Box.dgn 10/1/2009 11:12:17 AM

1096_RLD-007_M_Type 3 Elect Jct Box.dgn 10/1/2009 11:13:14 AM

1097_RLD-008_M_Conduit Under RdwyMET.dgn 10/1/2009 11:14:28 AM

1098_RLD-009_M_Elec Grnd Non-Brkaway Pole Fnd.dgn 10/1/2009 11:15:28 AM

1098A_RLD-010_M_Elec Grounding Brkaway Pole Fnd.dgn 10/1/2009 11:16:30 AM

1099_RLD-011_M_O'head Service to Type WP LCC.dgn 10/1/2009 11:19:57 AM

1099A_RLD-012_M_O'head Service to Type DE LCC.dgn 10/1/2009 11:21:17 AM

Documents

1001m 092309.dgn 9/28/2009 2:04:30 PM€¦ · roadway surface tri-stud hanger assembly w/balance adjuster and tri-stud wire outlet body (see note #8) the contractor shall furnish