1001 090909.dgn 9/11/2009 6:02:21 PM€¦ · grounding lug approach lane approach lane approach...
Transcript of 1001 090909.dgn 9/11/2009 6:02:21 PM€¦ · grounding lug approach lane approach lane approach...
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;
2 - 6 AWG INSULATED AND 1 - 6 AWG STRANDED,
BARE COPPER GROUND FOR THE SIGNAL CONTROLLER
1 - 120 VOLT POWER SERVICE IN 1" GRC AS FOLLOWS:
2 - 6 AWG INSULATED AND 1 - 6 AWG STRANDED,
BARE COPPER GROUND FOR THE SIGNAL CONTROLLER
NEC GROUND CONNECTION
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.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
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 -
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.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
AWG - AMERICAN WIRE GUAGE
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
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 -
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.
NOTE: REFER TO APPROVED POLE
DRAWINGS FOR SIZE, NUMBER
AND BOLT CIRCLE DIAMETER
OF ANCHOR BOLTS.
STEEL TEMPLATE FOR
ANCHOR BOLT ALIGNMENT
TIES: # 4 BARS
AT 12" O.C.
NOTE: REFER TO APPROVED POLE
DRAWINGS FOR SIZE, NUMBER
AND BOLT CIRCLE DIAMETER
OF ANCHOR BOLTS.
STEEL TEMPLATE FOR
ANCHOR BOLT ALIGNMENT
TIES: # 4 BARS
AT 12" O.C.
NOTE: REFER TO APPROVED POLE
DRAWINGS FOR SIZE, NUMBER
AND BOLT CIRCLE DIAMETER
OF ANCHOR BOLTS.
STEEL TEMPLATE FOR
ANCHOR BOLT ALIGNMENT
* 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
08-2009 Revisions To This
Sheet
FISCALYEAR
SHEETNO.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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.
AWG - AMERICAN WIRE GUAGE
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
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 -
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.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
Sheets
1" DIAMETER THRU-BOLT
TO ACCEPT EYE-BOLT
FISCALYEAR
SHEETNO.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
35’ POLE = 7’ EMBEDMENT
CONCRETE POLE
GROUND LINE
TANK GROUND
SPUN CONCRETE TRAFFIC SIGNAL POLE
5
45’ POLE VARIES 9’-3" TO 12’ -2"
60’ POLE VARIES 19’-3" TO 22’ -2"
60’ POLE = 13’ EMBEDMENT
4" X 12" HAND HOLE
ABBREVIATIONS
MIN. - MINIMUM
TANK GROUND PLACEMENT WITH GROUND WIRE IN CONCRETE POLE
4 AWG STRANDED COPPER WIRE
AWG - AMERICAN WIRE GUAGE
APPROX - APPROXIMATELY
WITH COVER ORIENTED
AP
PR
OX
. 2’-0"
NEC GROUND CONNECTION
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
45’ POLE = 8’ EMBEDMENT
SPUN CONCRETE TRAFFIC SIGNAL POLE
35’ POLE = 7’ EMBEDMENT
CONCRETE POLE
GROUND LINE
TANK GROUND
SPUN CONCRETE TRAFFIC SIGNAL POLE
5
45’ POLE VARIES 9’-3" TO 12’ -2"
60’ POLE VARIES 19’-3" TO 22’ -2"
60’ POLE = 13’ EMBEDMENT
4" X 12" HAND HOLE
ABBREVIATIONS
MIN. - MINIMUM
TANK GROUND PLACEMENT WITH GROUND WIRE IN CONCRETE POLE
4 AWG STRANDED COPPER WIRE
AWG - AMERICAN WIRE GUAGE
APPROX - APPROXIMATELY
WITH COVER ORIENTED
AP
PR
OX
. 2’-0"
NEC GROUND CONNECTION
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
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 -
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 -
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
08-2009 Revisions To This
Sheet
FISCALYEAR
SHEETNO.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
AWG - AMERICAN WIRE GUAGE
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
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 -
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])
PEDESTAL POLE WITH MOUNTED FLASHER
(AC Powered, Controller at Service Pole)
BATTERY & CONTROLL
CABINET BEHIND SIGN.
SIDEWALK or
ROADWAY
SIDEWALK or
ROADWAY
HAND HOLE
WITH COVER
PEDESTAL POLE WITH MOUNTED FLASHER
(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.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
Sheets
ABBREVIATIONS
NOTES
MIN. - MINIMUM
AERIAL MOUNTED FLASHING BEACON
3/8" MESSENGER CABLE
SIGNAL CABLE
AWG - AMERICAN WIRE GUAGE
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
12" -2 SECTION SIGNAL
9"
GROUND LINE
POLE IS SET AND PLUMB
SEE TSD 730-9A
ELEVATION VIEW
12" -2 SECTION SIGNAL
9"
4" MIN. GROUT AFTER
HEAD WITH AMBER LED LENS
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
TYPICAL 48" WARNING SIGN
TYPICAL 48" WARNING SIGN
4" SPUN ALUMINUM POLE
4" SPUN ALUMINUM POLE
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
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 -
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]
3. HANDHOLES FOR PEDESTAL POLES SHALL BE ORIENTED 180 DEGREES
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
AFTER POLE IS SET AND PLUMBED
08-2009 Revisions To This
Sheet
FISCALYEAR
SHEETNO.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
12" -2 SECTION SIGNAL
HEAD WITH AMBER LED LENS
HANDHOLE WITH COVER
ELEVATION VIEW
9"
S5-1, 48" SIGN
12" -2 SECTION SIGNAL
HEAD WITH AMBER LED LENS
SOLAR PANEL (80 WATTS)
ABBREVIATIONS
MIN - MINIMUM
NOTES
8
AWG - AMERICAN WIRE GUAGE
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
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 -
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
1. HANDHOLES FOR PEDESTAL POLES SHALL BE ORIENTED 180 DEGREES
FROM SIGNAL FACE.
4" MIN. GROUT
AFTER POLE IS SET AND PLUMBED
08-2009 Revisions To This
Sheet
FISCALYEAR
SHEETNO.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
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 -
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
08-2009 Revisions To This
Sheet
FISCALYEAR
SHEETNO.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
AWG - AMERICAN WIRE GUAGE
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 -
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.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
Sheets
08-2009 Revisions To This
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
CONTROLLER PAD AND CABINET
TOP VIEW
CONTROLLER PAD AND CABINET
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
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 -
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
08-2009 Revisions To This
Sheet
FISCALYEAR
SHEETNO.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
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 -
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.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
Sheets
08-2009 Revisions To This
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
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 -
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
08-2009 Revisions To This
Sheet
FISCALYEAR
SHEETNO.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
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 -
CURB AND GUTTER
OR CURB
CLASS A TYPE 2
CONCRETE ENCASEMENT
CLASS A TYPE 2
CONCRETE ENCASEMENT
NON-METALLIC, ELECTRICAL CONDUIT
(SEE NOTE #2)
NON-METALLIC, ELECTRICAL CONDUIT
(SEE NOTE #2)
NON-METALLIC, ELECTRICAL CONDUIT
(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.
08-2009 Revisions To This
Sheet
FISCALYEAR
SHEETNO.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
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 -
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
3/8" MESSENGER CABLE
GALVANIZED SPIRAL
LASHING ROD TYPE
FOR HARDWIRE
INTERCONNECT
MESSENGER HANGER
ASSEMBLY
OVERHEAD CABLE AND
3/8" MESSENGER CABLE
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.
ALABAMA DEPARTMENTOF TRANSPORTATION09-27-97 Varner
(Convert to Cadd)
08-2005 Revisions All
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
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 -
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
NON-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
NON-METALLIC CONDUIT
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
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.
(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
"
08-2009 Revisions To This
Sheet
MIN. - MINIMUM
ABBREVIATIONS
mm - MILLIMETER