Obsolete as of 12/09/08

Transcription

1 Traffic and Safety STATEWIDE TRAFFIC SIGNAL Disclaimer: DETAILS Obsolete as of 12/09/08 ST1 THROUGH ST42 The information provided is a product of the Michigan Department of Transportation (MDOT) and is intended for your ENGLISH VERSION use and is not to be sold or otherwise distributed for profit There are no expressed or implied warranties concerning the accuracy, completeness, reliability or usability of this information The MDOT assumes no responsibility for any incorrect PREPARED BY TRAFFIC AND SAFETY results or damage resulting from the use of this information The information presented in these documents has been prepared in accordance with recognized engineering principles and is for general use It should not be used for specific application without competent professional examination and verification of its DEPARTMENT DIRECTOR KIRK T STEUDLE ENGINEER OF TRAFFIC AND SAFETY DRAWN BY: MTS CHECKED BY: JAT suitability and applicability by a licensed professional engineer FILE: K:/DGN/Coverpage/Cover e signalstwddettse REV 9/29/2006 dfk

2 STATEWIDE TRAFFIC SIGNAL DETAILS INDEX Detail Description Number of Pages ST1 Span Wire TS on Steel Poles 3 STIA Span Wire TS on Wood Poles 3 STIB Flashing Beacon on Wood Poles 3 ST2 Anchor Base Steel Strain Pole and Foundation 5 ST3 Directional Settings/Color Code for Wiring 1 ST3A Span Wire Mounted TS Bracket Assembly 1 ST3B Aluminum Span Wire Junction Box1 ST3C TS Special Brackets & Case Sign Combinations1 ST3D TS Special Brackets 5Section Heads1 ST4 Typical Pole Mounted TS/Pedestrian Combinations2 ST4A Typical Pole Mounted TS/Pedestrian Combinations3 ST5 Typical Pedestal Mounted TS Signal/Pedestrian Combinations 2 ST5A Typical Pedestal/Foundation & Bracketing Details2 ST6 Typical Pole Mounted (Back Bracket) Combinations 1 ST7 Pedestrian Pushbutton on Steel Pole/Pedestal 2 ST7A Base Mounted TS Controller/Cabinet2 ST7B Pedestrian Pushbutton on Wood Post 2 ST8 Loop Plan Rectangle/Square (Core) 3 ST8A Loop Plan Rectangle/Square (Slot) 3 ST9 Loop Cutting Plan Rectangle/Square (Core) 4 ST9A Loop Cutting Plan Rectangle/Square (Slot) 4 ST10 Loop Plan Diamond (Core) 3 ST10A Loop Plan Diamond (Slot)3 ST11 Loop Cutting Plan Diamond (Core) 4 ST11A Loop Cutting Plan Diamond (Slot)4 ST19 Conduit Under Railroad Tracks3 ST20 Type I, II, III Sign Erection Details3 ST21 Handhole Precast, Brick, Polymer Concrete3 ST22 Concrete Encased Conduit Sections 1 ST22A Direct Burial Conduit1 ST24 Typical Interconnect, Secondary, TS Cable Poles2 ST24A Typical Metered Service Pole (Steel) 3 ST24B Typical Metered Service Pole (Wood) 1 ST24C Temporary Service Pole1 ST24D Typical Metered Service Wood Post 1 ST25 Anchor Guys; Wood Pole Setting Depths 2 ST26 Installation of Integral Messenger Cable 3 ST27 Advanced Warning Sign Optical 5 ST32 Mast Arm Pole and Mast Arm Details Category I4 ST33 Mast Arm Pole and Mast Arm Details Category II 4 ST34 Mast Arm Pole and Mast Arm Details Category III 4 ST35 Mast Arm Standard Foundations 3 ST36 Street Light Bracket Arm Assembly1 ST40 Bracket Arm Mounted Camera (Wood or Steel Pole) 2 ST42 Yagi Antenna Attachment Detail (Wood or Steel Pole) 2 Traffic and Safety 1of 1 08/23/2006 PW RD TS Typicals\Develop\Signals_D signdxdoc

3 4 STEEL 18 SEE DETAIL "A" SHEET 2 OF 4 POLE TOP POLE CONTACT HEIGHT (POCH) AS SHOWN ON PLANS SEE DETAIL "C" SHEET 2 OF 4 7 SEE DETAIL "B" SHEET 2 OF 4 PLACE 10 OF TRAFFIC SIGNAL CABLE FOR FUTURE ADJUSTMENT 7 OF SIGNAL SPAN th LEVEL NO ITEM 1 TRAFFIC SIGNAL(NO HEADS AS INDICATED) 17 0" 2 SPAN WIRE HANGER 3 5/16" EXTRA HIGH STRENGTH SPAN WIRE 4 3" SERVICE CAP (WEATHERHEAD) ALL STEEL POLES (NEW & EXISTING) 5 PJ TRAFFIC SIGNAL CABLE(AS SPECIFIED) 6 PREFORMED LASHING RODS 7 POLE BAND CLAMP(DETAIL THIS SHEET) 17 0" 17 0" SAG AS SPECIFIED 8 GUY THIMBLE (2" DIA) /8" X 3" LONG BOLT & NUT INSTALL SPAN WIRE PREFORMED (ARMOR ROD) UNDER EACH SPAN HANGER ACCESS HAND HOLE ALL NEW & EXISTING STEEL POLES NOTE: USE NUMBER & TYPE OF TS AS CALLED FOR ON PLAN INSTALLATION OF SPAN WIRE TS ON STEEL POLES CONNECTOR FOR GROUND WIRE NOTE: #10 COPPER JUMPER 09/01/2002 BY PCM St01 etse INSTALL 3/4" X 10 0" COPPER CLAD GROUND ROD(S) AS REQUIRED TO PROVIDE LESS THAN 10 OHM RESISTANCE TO GROUND INSTALL #6 MIN COPPER GROUND WIRES FROM GROUND ROD(S) TO SPAN WIRE AT EACH SUPPORTING POLE USING NONSOLDER TYPE CONNECTIONS FOR SPAN WIRE GROUNDING NOTE: DETAILS NOT TO SCALE (NTS) NOTE: PREFORMED DEADEND PORCELAIN STRAIN INSULATOR (IF REQUIRED SHALL MEET THE CODES AND PLACEMENT REQUIREMENTS OF THE LOCAL UTILITY CO SPAN WIRE TS ON STEEL POLES SH 1 OF 4 ST1 DATE SCALE CONT SEC JOB NO T & S CONST

4 (5) 11/16" DIA 1/4" 3/4" 5/8"11NC X 2" LG CARRIAGE BOLT & HX NUT (GRADE 3) WRAP SPAN WIRE AROUND POLE WITH A MINIMUMUM 10 TAIL FOR ADJUSTMENT 5/8" EYE BOLT OR 5/8" 3/4" BOLT WITH OVAL EYE NUT THIMBLE 3/4" 15/8" DIA AS CURVED WASHER THIMBLE (2" DIA) 3 LAYER TAPE AROUND END OF DEAD END & SPAN OVAL EYE NUT 11/4" 21/2" 15/8" REQUIRED (2) 5/8"11NC X 23/4" LG HX HD BOLT, LOCK WASHER, 11/2" FLAT WASHER AS REQ D & HX NUT (A325 GALVANIZED) SPAN WIRE GROUND WIRE POLE BAND NUT (ASTM A36 STEEL) PREFORMED DEAD END SIGNAL SPAN POLE BAND CONNECTOR FOR GROUND WIRE CABLE THIMBLE (2" DIA) SPAN OVAL EYE NUT DETAIL A PREFERED METHOD POLE BAND DETAIL A (ALTERNATE) EYE BOLT SIGNAL CABLE TO BYPASS HANGER (6" LOOP AROUND EITHER SIDE OF HANGER) 3 LAYER TAPE OVER END OF LASHING ROD SPAN WIRE PREFORMED LASHING ROD HANGER AND BAND SADDLE (SEE DETAIL ON ST24) 18 SAG 5 FOR DRIP TRAFFIC SIGNAL CABLE LAID LOOP (10 TOTAL) ALONG BOTTOM OF SPAN WIRE ARMOR ROD WRAPPING OF SIGNAL CABLE 3" CONDUIT WITH DRIP LOOP (18" DIA) ENTRANCE FACING AROUND SPAN WIRE OR ALLOWING CABLE TO TWIST WILL NOT BE ACCEPTABLE HEAVY DUTY PVC ABRASIVE BUSHINGS AWAY FROM CONTROLLER LOCK NUT POLE APPLY SILICONE TO SEAL TOP OF SIGNAL HEAD SPREAD COTTER PIN SIGNAL BRACKET POLE BAND HEAVY DUTY LOCK NUT 5 SPAN WIRE COTTER KEY EXTERIOR PIPE WALL THREADED PIPE SAG 5 FOR DRIP LOOP (10 TOTAL) DETAIL B HANGER ATTACHMENT DETAIL C 3 LAYER TAPE OVER END OF LASHING ROD CONNECTOR FOR GROUND WIRE 3" SERVICE CAP (WEATHER HEAD) POLE BAND MOUNTED WRAP SPAN WIRE AROUND POLE WITH A MINIMUMUM 10 TAIL FOR ADJUSTMENT PREFORMED DEAD END GROUND WIRE 5 POWER CO SEC SERVICE (120/240VAC SINGLE PHASE) MULTICONDUCTOR TRAFFIC SIGNAL CABLE 9" RADIUS MIN NO SPLICES ALLOWED BETWEEN SIGNAL HEAD & CONTROLLER BOX POLE BAND MOUNTED SAG 5 FOR DRIP LOOP (10 TOTAL) DETAIL C CABLING SPAN WIRE TS ON STEEL POLES SH 2 OF 4 ST1 DATE SCALE CONT SEC JOB NO T & S CONST

5 ARMOR ROD 3 0" OR AS CALLED FOR ON PLANS TS AS CALLED FOR ON PLANS SPAN WIRE ANGLE CLAMP THIMBLE SUSPENSION CLAMP PREFORMED DEAD END SPAN WIRE PULLOFF CONNECTION FOR 3WAY SUSPENSION 3" NIPPLE 3" METAL BOND BUSHING CABINET BOTTOM 3" LOCK NUT 3" METAL LB CABLE TELEPHONE LEADS SERVICE CAP (WEATHER HEAD) MOUNTING PLATE WITH TWO HOLES TO FIT 3/8" BOLT (TYPICAL) 09/01/2002 BY PCM St01 etse 10 0" MIN TO GRADE 1/2" RIGID METAL CONDUIT OR PVC STEEL POLE 3/4" X 030" MIN BAND (TYP) BUSHING 3" GALVANIZED STEEL COUPLING WELDED TO POLE CONTINUOUS WIRE FROM BUS TO GROUND ROD LOCK NUT (IF REQUIRED) NUT ON INSIDE OF CABINET CONTROLLER CABINET METAL BONDED BUSHING BUSHING 1/2" ENTRANCE LB (DRILL 1/8" MIN WEEP HOLE IN LOWEST POINT OF LB) 3" ENTRANCE LB (DRILL 1/8" MIN WEEP HOLE IN LOWEST POINT OF LB) 3" GALVANIZED STEEL CONDUIT (NIPPLE) ONLY 13" HOLE IN STEEL POLE ALLOWED FOR MOUNTING CONTROLER CONTROLLER MOUNTING SPAN WIRE TS ON STEEL POLES 3 0" TO GRADE SH 3 OF 4 ST1 DATE SCALE CONT SEC JOB NO T & S CONST

6 3" WEATHER HEAD 3" WEATHER HEAD STEEL POLE CABINET MOUNTING PLATE DISC SERVICE DISCONNECT (STAINLESS STEEL) 1 1/22" METAL LB 10 TO GRADE SERVICE DISCONNECT (STAINLESS STEEL) METAL BONDED BUSHING 1 1/23" LOCK NUT 1 1/23" METAL LB 1 1/23" NIPPLE 1 1/23" LOCK NUT METAL BONDED BUSHING (INSIDE POLE) ONLY 13" HOLE IN STEEL POLE ALLOWED FOR MOUNTING CONTROLER FRONT VIEW SERVICE DISCONNECT SIDE VIEW 3" WEATHER HEAD 240V 3 WIRE SERVICE CABLE 13C #6 240V 3 WIRE SERVICE CABLE 31C #6 STAINLESS BANDING 11/22" PVC OR RIGID STAINLESS BANDING SERVICE DISCONNECT (STAINLESS STEEL) SERVICE DISCONNECT (STAINLESS STEEL) 1 1/22" (METAL) 10 11/22" METAL LB METER SOCKET METER SOCKET BANDING SADDLE 5 AND HANGER REFER TO DETAIL ST20 1 1/22" METAL LB GROUND LEVEL 11/22" METAL LB METERED SERVICE WITH 13/C #6 AWG SERVICE CABLE METERED SERVICE WITH 31/C #6 AWG SERVICE CABLE SECONDARY SERVICE FOR STEEL POLES SH 4 OF 4 ST1 DATE SCALE CONT SEC JOB NO T & S CONST

7 WOOD POLE SIZE & CLASS AS SHOWN ON PLANS POWER COMPANY SEE DETAIL "A" THIS SHEET SECONDARY SERVICE 5 CONTACT HEIGHT AS 11 SEE DETAIL "C" SHEET 2 OF 4 SHOWN ON PLANS 7 GROUND WIRE 5 10 SEE DETAIL "B" THIS SHEET PLACE 10 OF TRAFFIC SIGNAL CABLE FOR FUTURE ADJUSTMENT OF SIGNAL SPAN 10 7 GROUND WIRE WOOD POLE SIZE & CLASS AS SHOWN ON PLANS th LEVEL 8 NO ITEM 1 TRAFFIC SIGNAL(NO HEADS AS INDICATED) 17 0" 2 SPAN WIRE HANGER 3 5/16" EXTRA HIGH STRENGTH SPAN WIRE 4 PREFORMED LASHING RODS 5 GUY THIMBLE (2" DIA) 6 PJ TRAFFIC SIGNAL CABLE(AS SPECIFIED) 7 5/8" EYEBOLT AND OVAL EYE NUT 17 0" SAG AS SPECIFIED WOOD MOULDING OR PLASTIC INSTALL ARMOR ROD ON SPAN UNDER EACH SPAN HANGER PREFORMED GUY GRIP DEAD ENDS 3" SERVICE CAP (WEATHER HEAD) 3" PVC (SCHEDULE 80) OR RIGID METAL CONDUIT GROUND ROD GROUND ROD INSTALLATION OF SPAN WIRE TS ON WOOD POLES NOTE: INSTALL 3/4" X 10 0" COPPER CLAD GROUND ROD(S) AS REQUIRED TO PROVIDE LESS THAN 10 OHM RESISTANCE TO GROUND 09/01/2002 BY PCM ST01AETSE D1ADGN INSTALL #6 MIN COPPER GROUND WIRES FROM GROUND ROD(S) TO SPAN WIRE AT EACH SUPPORTING POLE USING NONSOLDER TYPE CONNECTIONS FOR SPAN WIRE GROUNDING NOTE: DETAILS NOT TO SCALE (NTS) SPAN WIRE TS ON WOOD POLES SH 1 OF 4 ST1A DATE SCALE CONT SEC JOB NO T & S CONST

8 5/8" THRU BOLT WITH OVAL EYE NUT CURVED SQUARE WASHER 3"X3"X1/4"13/16" HOLE POLE GUY PLATE (TYP) THIMBLE (2" DIA) GROUND WIRE 3 LAYER TAPE AROUND END OF DEAD END & SPAN SPAN WIRE CLEVIS THIMBLE (TYP) CONNECTOR FOR GROUND WIRE CONNECTOR FOR GROUND WIRE PREFORMED DEAD END #10 COPPER JUMPER GUY STRAND PREFORMED DEAD END PREFORMED DEADEND WRAP SPAN WIRE AROUND POLE WITH A MINIMUMUM 10 TAIL FOR ADJUSTMENT 3/4" SQ NUT 10 USS NC WASHER NOTE: PORCELAIN STRAIN INSULATOR (IF REQUIRED SHALL MEET THE CODES AND PLACEMENT REQUIREMENTS OF THE LOCAL UTILITY CO 3/4" MACHINE BOLT AND NUT DETAIL A POLE PLATE AND HARDWARE SIGNAL CABLE TO BYPASS HANGER (6" LOOP AROUND EITHER SIDE OF HANGER) SPAN WIRE 3 LAYER TAPE OVER END OF LASHING ROD PREFORMED LASHING ROD ARMOR ROD 18" DIA ENTRANCE FACING AWAY FROM CONTROLLER POLE TRAFFIC SIGNAL CABLE LAID ALONG BOTTOM OF SPAN WIRE WRAPPING OF SIGNAL CABLE AROUND SPAN WIRE OR ALLOWING CABLE TO TWIST WILL NOT BE ACCEPTABLE SPREAD COTTER PIN SIGNAL BRACKET HEAVY DUTY LOCK NUT HEAVY DUTY LOCK NUT APPLY SILICONE TO SEAL TOP OF SIGNAL HEAD SPREAD COTTER PIN COTTER KEY EXTERIOR PIPE WALL THREADED PIPE SIGNAL BRACKET DETAIL B HANGER ATTACHMENT 5/8" DIA BOLT POWER CO SECONDARY SERVICE CONNECTOR FOR GROUND WIRE #10 COPPER JUMPER PREFORMED DEADEND NO SPLICES ALLOWED BETWEEN SIGNAL HEAD & CONTROLLER BOX PREFORMED DEAD END 3 LAYER TAPE OVER END OF LASHING ROD (120/240V AC SINGLE PHASE) WOOD OR PLASTIC MOLDING 3" SERVICE CAP (WEATHER HEAD) 3" SCHEDULE 80 PVC OR RIGID METAL CONDUIT 6" 09/01/2002 BY PCM D1ADGN ST01AETSE DETAIL C NOTE: PORCELAIN STRAIN INSULATOR (IF REQUIRED SHALL MEET THE CODES AND PLACEMENT REQUIREMENTS OF THE LOCAL UTILITY CO MULTICONDUCTOR TRAFFIC SIGNAL CABLE SAG FOR DRIP LOOP 5 (10 TOTAL) WOOD OR PLASTIC MOULDING (GROUNDING) CABLING #6 COPPER MIN TO GROUNDING ROD SPAN WIRE TS ON WOOD POLES 5 WRAP SPAN WIRE AROUND POLE WITH A MINIMUMUM 10 TAIL FOR ADJUSTMENT GUY STRAND SH 2 OF 4 ST1A DATE SCALE CONT SEC JOB NO T & S CONST

9 ARMOR ROD 3 OR AS CALLED FOR ON PLANS TS AS CALLED FOR ON PLANS SPAN WIRE ARMOR ROD ANGLE CLAMP THIMBLE SUSPENSION CLAMP PREFORMED DEAD END SPAN WIRE PULLOFF CONNECTION FOR 3WAY SUSPENSION PLATE (TYP) WOOD POLE CONTROLLER CABINET TELEPHONE WIRE 3" SCEDULE 80 PVC OR RIGID METAL CONDUIT SERVICE CAP (WEATHER HEAD) 1/2" RIGID METAL CONDUIT OR PVC CABINET GROUNDING TERMINAL BUS GALVANIZED STEEL 2 HOLE, 3" RIGID PIPE CLAMP (3 0" SPACING) DRILL HOLE IN BOTTOM OF CABINET GROUNDING WIRE NO 6 BARE COPPER (IF METERED SERVICE: GROUNDING WIRE SHALL BE INSTALLED TO MEET UTILITY CO SPECS) BUSHING NUT BUSHING NUT (GROUND) 3" ENTRANCE LB (DRILL 1/8" MINWEEP HOLE IN LOWEST POINT OF LB) WOOD OR PLASTIC MOULDING 3" SCHEDULE 80 OR RIGID METAL CONDUIT FROM CABINET TO CONDUIT BEND FOR UG SERVICE CABLES NUT 3" NIPPLE 3" ENTRANCE LB (DRILL 1/8" MINWEEP HOLE IN LOWEST POINT OF LB) 1/2" ENTRANCE LB (DRILL 1/8" MIN WEEP HOLE IN LOWEST POINT OF LB) 2 8" TO GRADE CONTINUOUS WIRE FROM BUS NOTE: TO GROUND ROD(S) THE DISTANCE BETWEEN LBs AS SHOWN ON THIS DETAIL IS FOR CLARITY OF THE DRAWING ONLY ACTUAL DISTANCE BETWEEN LBs SHALL BE MINIMIZED AS IS PRACTICAL TO THE INSTALLATION 09/01/2002 BY PCM ST01AEDGN CONTROLLER MOUNTING SPAN WIRE TS ON WOOD POLES SH 3 OF 4 ST1A DATE SCALE CONT SEC JOB NO T & S CONST

10 2HOLE BRACKETS (GALVANIZED STEEL) 3 FT SPACING WOOD POLE 3" SCHEDULE 80 PVC OR RIGID METAL CONDUIT CABINET BOTTOM BOND BUSHING (METAL) 3" NIPPLE (METAL) 3" LOCK NUT (METAL) PVC MALE ADAPTOR 3" LB (METAL) 3" LB (METAL) 3" CLOSE NIPPLE (METAL) 09/01/2002 BY PCM ST01AETSE CONTROLLER MOUNTING DETAIL ON WOOD POLE SH 4 OF 4 ST1A DATE SCALE CONT SEC JOB NO T & S CONST

11 WOOD POLE SIZE & CLASS AS SHOWN ON PLANS SEE DETAIL "A" SHEET 2 OF 4 POWER COMPANY SECONDARY SERVICE 5 SEE DETAIL "C" CONTACT HEIGHT AS 11 SHEET 2 OF 4 SHOWN ON PLANS 7 5 SEE DETAIL "B" SHEET 2 OF 4 PLACE 10 OF TRAFFIC SIGNAL CABLE FOR FUTURE ADJUSTMENT OF SIGNAL 10 7 GROUND WIRE 10 SPAN WIRE GROUND WOOD POLE SIZE & 5 CLASS AS SHOWN ON PLANS GROUND WIRE 5 DRIP LOOP (10 TOTAL) NO ITEM 17 0" 1 TRAFFIC SIGNAL(NO HEADS AS INDICATED) 2 SPAN WIRE HANGER 3 5/16" EXTRA HIGH STRENGTH SPAN WIRE 4 PREFORMED LASHING RODS 5 GUY THIMBLE (2" DIA) 6 PJ TRAFFIC SIGNAL CABLE(AS SPECIFIED) 7 5/8" EYEBOLT AND OVAL EYE NUT SAG AS SPECIFIED WOOD MOULDING OR PLASTIC DUCT INSTALL ARMOR ROD ON SPAN UNDER EACH SPAN HANGER PREFORMED GUY GRIP DEAD ENDS 1 1/2" TO 2" SERVICE CAP (WEATHER HEAD) 1 1/2" TO 2" PVC (SCHEDULE 80) OR RIGID METAL CONDUIT GROUND ROD GROUND ROD TYPICAL WOOD POLE SUPPORTED FLASHING BEACON INSTALLATION 09/01/2002 BY PCM ST01BETSE NOTE: INSTALL 3/4" X 10 0" COPPER CLAD GROUND ROD(S) AS REQUIRED TO PROVIDE LESS THAN 10 OHM RESISTANCE TO GROUND INSTALL #6 MIN COPPER GROUND WIRES FROM GROUND ROD(S) TO SPAN WIRE AT EACH SUPPORTING POLE USING NONSOLDER TYPE CONNECTIONS FOR SPAN WIRE GROUNDING NOTE: DETAILS NOT TO SCALE (NTS) CONNECTOR FOR GROUND WIRE #10 COPPER JUMPER FLASHING BEACON ON WOOD POLES PREFORMED DEADEND SH 1 OF 6 ST1B DATE SCALE CONT SEC JOB NO T & S CONST

12 5/8" THRU (DA) BOLT WITH OVAL EYE NUT GROUND WIRE CURVED SQUARE WASHER 3"X3"X1/4"13/16" HOLE POLE GUY PLATE (TYP) (2) 5/8" SQ NUT 10 USS NC CLEVIS THIMBLE (TYP) THIMBLE (2"DIA) 3 LAYER TAPE AROUND END OF DEAD END & SPAN SPAN WIRE CONNECTOR FOR GROUND WIRE PREFORMED DEAD END GUY STRAND PREFORMED DEAD END WRAP SPAN WIRE AROUND POLE WITH A MINIMUMUM 10 TAIL FOR ADJUSTMENT (2) 3/4" SQ NUT 10 USS NC CURVEL WASHER 3/4" (DA) BOLT DETAIL A EYE BOLT SIGNAL CABLE TO BYPASS HANGER (6" LOOP AROUND EITHER SIDE OF HANGER) SPAN WIRE 3 LAYER TAPE OVER END OF LASHING ROD PREFORMED LASHING ROD TRAFFIC SIGNAL CABLE LAID ALONG BOTTOM OF SPAN WIRE WRAPPING OF SIGNAL CABLE AROUND SPAN WIRE OR ALLOWING CABLE TO TWIST WILL NOT BE ACCEPTABLE HEAVY DUTY LOCK NUT 18" DIA ENTRANCE FACING AWAY FROM CONTROLLER POLE SIGNAL BRACKET HEAVY DUTY LOCK NUT APPLY SILICONE TO SEAL TOP OF SIGNAL HEAD SPREAD COTTER PIN EXTERIOR PIPE WALL THREADED PIPE COTTER KEY SIGNAL BRACKET DETAIL B HANGER ATTACHMENT DA BOLT POWER CO SECONDARY SERVICE WRAP SPAN WIRE AROUND POLE WITH A MINIMUMUM 10 TAIL FOR ADJUSTMENT PREFORMED DEAD END 3 LAYER TAPE OVER END OF LASHING ROD (120/240V AC SINGLE PHASE) WOOD OR PLASTIC MOLDING 1 1/2" TO 2" SERVICE CAP (WEATHER HEAD) 1 1/2" TO 2" SCHEDULE 80 PVC OR RIGID METAL CONDUIT 6" 09/01/2002 BY PCM ST01BETSE DETAIL C NO SPLICES ALLOWED BETWEEN SIGNAL HEAD & CONTROLLER BOX MULTICONDUCTOR TRAFFIC SIGNAL CABLE SAG 5 FOR DRIP LOOP (10 TOTAL) WOOD OR PLASTIC MOULDING (GROUNDING) CABLING #6 COPPER MIN TO GROUNDING ROD GUY STRAND FLASHING BEACON ON WOOD POLES SH 2 OF 6 ST1B DATE SCALE CONT SEC JOB NO T & S CONST

13 ARMOR ROD 3 0" OR AS CALLED FOR ON PLANS TS AS CALLED FOR ON PLANS SPAN WIRE ARMOR ROD ANGLE CLAMP THIMBLE SUSPENSION CLAMP PREFORMED DEAD END SPAN WIRE PULLOFF CONNECTION FOR 3WAY SUSPENSION LAG SCREW BOLT & NUT 5/16" WOOD POLE OR 3/8" (TYP) 1 1/2"2" SCHEDULE 80 PVC OR RIGID METAL CONDUIT 1/2" RIGID METAL OR SCHEDULE 80 PVC CABINET GROUNDING TERMINAL BUS GALV STEEL 2 HOLE STRAP (3 FT SPACING) CONTROLLER CABINET DRILL HOLE IN BOTTOM OF CABINET GROUNDING WIRE NO 6 BARE COPPER (IF METERED SERVICE: GROUNDING WIRE SHALL BE INSTALLED TO MEET UTILITY CO SPECS) BUSHING NUT (GROUND) 1 1/2" TO 2" ENTRANCE LB (DRILL 1/8" MINWEEP HOLE IN LOWEST POINT OF LB) METAL WOOD OR PLASTIC MOULDING 1 1/2" TO 2" RIGID METAL CONDUIT FROM CABINET TO CONDUIT BEND FOR UG SERVICE CABLES NUT 1 1/2" TO 2" NIPPLE 1 1/2" TO 2" ENTRANCE LB (DRILL 1/8" MINWEEP HOLE IN LOWEST POINT OF LB) METAL 4 0" TO GRADE 09/01/2002 BY PCM ST01BETSE NOTE: IF RIGID METAL CONDUIT IS USED, THE CONDUIT MUST BE BONDED ACCORDING TO THE CURRENT NEC CONTINUOUS WIRE FROM BUS TO GROUND ROD(S) NOTE: CONTROLLER MOUNTING ON WOOD POLE FLASHING BEACON ON WOOD POLES THE DISTANCE BETWEEN LBs AS SHOWN ON THIS DETAIL IS FOR CLARITY OF THE DRAWING ONLY ACTUAL DISTANCE BETWEEN LBs SHALL BE MINIMIZED AS IS PRACTICAL TO THE INSTALLATION SH 3 OF 6 ST1B DATE SCALE CONT SEC JOB NO T & S CONST

14 31/C#6 AW6 SERVICE CABLE OR 13/C#6 AW6 SERVICE CABLE 1 1/4"2" WEATHER HEAD 1 1/4"2" RIGID OR SCHEDULE 80 PVC GALV STEEL 2 HOLE STRAP (3 FT SPACING) SERVICE DISCONNECT (STAINLESS STEEL) 1 1/2"2" MALE ADAPTER SCHEDULE 80 PVC 10 TO GRADE 1 1/2"2" MALE ADAPTER SCHEDULE 80 PVC CONTROL CABINET 1 1/2"2" NIPPLE 1 1/2"2" LB (METAL) 1 1/2"2" LB (METAL) GROUND LEVEL 1 1/2"2" NIPPLE 09/01/2002 BY PCM ST01BETSE NONMETERED SERVICE SECONDARY SERVICE FOR WOOD POLES OVERHEAD POWER FEED SH 4 OF 6 ST1B DATE SCALE CONT SEC JOB NO T & S CONST

15 31/C#6 AW6 SERVICE CABLE OR 13/C#6 AW6 SERVICE CABLE 1 1/4"2" WEATHER HEAD 1 1/4"2" RIGID OR SCHEDULE 80 PVC GALV STEEL 2 HOLE STRAP (3 FT SPACING) SERVICE DISCONNECT (STAINLESS STEEL) 1 1/4"2" RIGID OR SCHEDULE 80 PVC 1 1/2"2" MALE ADAPTER SCHEDULE 80 PVC 10 TO GRADE 1 1/2"2" MALE ADAPTER SCHEDULE 80 PVC 5 TO GRADE 1 1/2"2" MALE ADAPTER SCHEDULE 80 PVC 1 1/2"2" NIPPLE 1 1/2"2" LB (METAL) M E T E R CONTROL CABINET 1 1/2"2" NIPPLE 1 1/2"2" LB (METAL) 09/01/2002 BY PCM ST01BETSE GROUND LEVEL 1 1/2"2" NIPPLE METERED SERVICE SH 5 OF 6 ST1B SECONDARY SERVICE FOR WOOD POLES OVERHEAD POWER FEED DATE SCALE CONT SEC JOB NO T & S CONST

16 NOTE: THIS DETAIL IS ILLUSTRATED AS A METERED INSTALLATION IF THE PLANS CALL FOR AN UNMETERED INSTALLATION, THEN THE METER SHALL BE OMITTED AND A DIRECT ELECTRICAL SUPPLY SHALL RUN TO THE SERVICE DISCONNECT (FUSED AT 60 AMPS) SERVICE DISCONNECT (STAINLESS STEEL) 1 1/2"2" MALE ADAPTER SCHEDULE 80 PVC 10 TO GRADE GALV STEEL 2 HOLE STRAP (3 FT SPACING) SEE NOTE 1 1/4"2" RIGID OR SCHEDULE 80 PVC 1 1/2"2" MALE ADAPTER SCHEDULE 80 PVC M E T E R 1 1/4"2" RIGID OR CONTROL CABINET SCHEDULE 5 TO GRADE 80 PVC 1 1/2"2" LB (METAL) 1 1/2"2" NIPPLE 1 1/2"2" LB (METAL) HAND HOLE (AS PER PLANS) GROUND LEVEL 1 1/2"2" NIPPLE UNDERGROUND ELECTRICAL SERVICE 09/01/2002 BY PCM ST01BETSE SH 6 OF 6 SECONDARY SERVICE FOR WOOD POLES UNDERGROUND POWER FEED ST1B DATE SCALE CONT SEC JOB NO T & S CONST

17 REMOVABLE STEEL POLE CAP SHALL BE SECURED TO POLE B REFER TO STANDARD ST1 SHEET 2 OF 4 3" (TYP) FOR POLE BANDING DETAIL (DETAIL A) 2" 1/2" 41/2" 61/2"+1/16" 0 3/16" 1/4" PLATE SEE DETAIL "A" 3/16" THIS SHEET WASHER (TYP) SECTION "AA" 23/8"R 1/4" 1 PLY GALVANIZED NOTE: 1" 7" A GROUNDING SYSTEM SHALL MEASURE 4" 10 OHM OR LESS TO GROUND 41/2" 1/8" 1/4" 239" 6" 1/4" HEX HEAD 1/4" STAINLESS STEEL SCREW 1/4" T ALL NEW & EXISTING STEEL POLES ACCESS HAND HOLE 1/4" A POLE TO BASE " A WELD JOINT 5 DIA B (4) ANCHOR BOLT ENDS & NUTS 3 11 ANCHOR BASE STEEL STRAIN POLE NTS TYPICAL CROSS SECTION (POLYGON OPTIONAL) STEEL POLE CAP THIMBLE (2" DIA) 3 LAYER TAPE AROUND END OF DEAD END & SPAN SUBMERGED ARC 60% PENETRATION SPAN WIRE CONNECTOR FOR GROUND WIRE PREFORMED DEAD END 09/01/2002 BY PCM St02 etse DETAIL "A" NTS GROUND WIRE WRAP SPAN WIRE AROUND POLE WITH A MINIMUMUM 10 TAIL FOR ADJUSTMENT LONGITUDINAL WELD JOINT ANCHOR BASE STEEL STRAIN POLE AND FOUNDATION SH 1 OF 5 ST2 DATE SCALE CONT SEC JOB NO T & S CONST

18 POLE REQUIREMENTS LENGTH A 30FT 36FT 40FT GAUGE #31 PLY (MIN) #01 PLY (MIN) #01 PLY (MIN) POLE DIA AT TOP AT BOTTOM B B 8" MIN +1/2" 13"+1/2" 8" MIN +1/2" 13"+1/2" 81/2"MIN+1/2" 14"+1/2" MAX DEFLECTION LOAD 18" FROM TOP FOR UNGUYED POLE 3700 LBS 3700 LBS 3700 LBS DEFLECTION 18" FROM TOP NOT GREATER THAN 040"/100LBS NOT GREATER THAN 040"/100LBS NOT GREATER THAN 040"/100LBS FULL LENGTH TAPER +002IN/FT 014IN/FT 000IN/FT +002IN/FT 014IN/FT 000IN/FT +002IN/FT 014IN/FT 000IN/FT ANCHOR BOLT CORD C 123/4 IN 123/4 IN 123/4 IN BASE PLATE D 18 IN 18 IN 18 IN BASE PLATE THICKNESS T 2 IN 2 IN 2 IN ANCHOR BOLT CIRCLE BC 18 IN 18 IN 18 IN ANCHOR BASE BOLT HOLE DIA 2 IN 2 IN 21/4" IN ANCHOR BOLT DIA d 13/4" IN 13/4" IN 2 IN ANCHOR BOLT LENGTH (INCLUDES 6" "L" BEND) 120 IN 120 IN 120 IN 75" POLE BAND (SPAN CLAMP) 85" POCH POCH 25 6"29 6" 32 6"35 6" POCH 36 0"39 6" 95" POCH 20 0"25 0" POCH 25 0"32 0" POCH 29 0"35 6" NOTES: 1 ACCEPTABLE MILL TOLERANCES TO APPLY TO ALL NOMINAL DIMENSIONS 2 HANDHOLE SHALL BE PROVIDED & BE PERPENDICULAR TO EYE BOLT HOLE 3 MATERIAL ( ) GALVANIZED FINISH A SHAFT STEEL SHALL BE ASTM A572, Fy=50KSI B BASE PLATE ASTM A36 C ALL GALVANIZING SHALL MEET ASTM A123 D ANCHOR BOLTS IN SHALL ACCORDANCE BE WITH SPECIAL PROVISIONS FOR TRAFFIC SIGNAL STRAIN POLE 4 WELDING A WELDING SHALL CONFORM TO AWS D11 B ULTRASONIC INSPECTION FOR ALL 100% WELDS AND VISUAL AND/OR MAGNETIC PARTICLE FOR ALL OTHERS 09/01/2002 BY PCM St02 etse 5 TOLERANCES OVERALL HEIGHT + 1% A SWEEP AND CHAMBER 1/8" PER FEET B TWIST 10 MAX OVERALL 6 DESIGN CONFORMING TO CURRENT AASHTO O A SPECIFICATIONS FOR DESIGN OF STRUCTURAL SUPPORTS FOR TRAFFIC SIGNALS ASSUMING A SAG OF 10% OF SPAN WITH MAXIMUM OF 5 SIGNALS WITH PLASTIC HEADS NOT TETHERED ANCHOR BASE STEEL STRAIN POLE AND FOUNDATION SH 2 OF 5 ST2 DATE SCALE CONT SEC JOB NO T & S CONST

19 NOTE: TO BE IN LINE WITH EXISTING OR PROPOSED LAMP FOUNDATIONS OR AS CALLED FOR ON PLANS (TYPICAL) SPAN DIRECTION (TYPICAL) INSTALL (3) 3" AND (1) 1 1/2" CONDUITS 1 FOR POLE MOUNTED CONTROLERS IN 36" ALL NEW FOUNDATIONS AS DIRECTED BY THE ENGINEER (INDICATE DIRECTION OF BENDS IN FOUNDATION TOP) INSTALL (3) 3" AND (1) 1 1/2" CONDUITS 2 FOR BASE MOUNTED CONTROLERS IN ALL NEW FOUNDATIONS AS DIRECTED CURB BY THE ENGINEER (INDICATE DIRECTION OF BENDS IN FOUNDATION TOP) 3 INSTALL POLE THAT THE FOUNDATION & ANCHOR BOLTS 36" GRADE (LEVEL) 3 3" CONDUITS SCHEDULE 80 PVC ARE PERPENDICULAR TO THE SPAN DIRECTION TOP OF CONDUITS 36" RADIUS PLASTIC BEND NO & SIZE OF 3" 6" CURB 1 1/2" (1) 1 1/2" CONDUIT SCHEDULE 80 PVC FOR GROUNDING NO WEIDING PERMITTED WRAP THE LAPPED END TO UNLESS APPROVED BY CONDUIT AS SHOWN ON PLANS KEEP BOLTS IN POSITION THE ENGIINEER 11 6" 3/8" ROUND STEEL ROD #14 IRON WIRE WRAPPING 141/2" INSIDE 13/4" BOLTS 3/4 " x 10 0" COPPER CLAD GROUNDING ROD DETAIL "E" FOUNDATION BOLT TIE ROD (REFER TO STANDARD ST2, SHEET 4 OF 5) ANCHOR BASE STEEL STRAIN POLE FOUNDATION D 42" MIN DIAMETER (OD) STEEL CASING X 1/2" WALL THICKNESS C BOLT HOLE CURB 3 PLAN 6" DIAMETER HOLE FOR CONDUIT (SEE NOTES) (APPROVED) CLAY LEVEL FOUNDATION DEPTH AS SHOWN ON PLANS 11 6" MINIMUM 2 MIN STEEL CASING DEPTH AS SHOWN ON PLANS BOTTOM DIA IN BC C D MIN 61/2" DIA HOLE IN BASE PLATE SECTION (3) 3" AND (1) 1 1/2" SCHEDULE 80 PVC CONDUITS NOTES: (SEE NOTE) 1 CUT 6" DIAMETER HOLE IN STEEL CASING AT 3 FEET FROM TOP OF FOUNDATION FOR CONDUIT 09/01/2002 BY PCM St02 etse 2 TRENCH FOR PLACEMENT OF CONDUIT AFTER CASING IS IN PLACE AND BEFORE DEWATERING 3 SEE SPECIAL PROVISION FOR CONSTRUCTION OF DRILLED SHAFT FOUNDATIONS (TRAFFIC SIGNAL STRAIN POLES) AND LIGHT TOWERS 4 ALL DRILLED SHAFT FOUNDATIONS CASED OR UNCASED, SHALL HAVE A MINIMUM DIAMETER OF 42" (OR LARGER AS DIRECTED BY THE ENGINEER) DRILLED SHAFT FOUNDATION FOR STRAIN POLE (CASED AND UNCASED) NOTE: SECURE CONDUITS TOGETHER WITH SUITABLE BANDING TO INSURE PLACEMENT PRIOR TO CONCRETE POUR BASE PLATE ANCHOR BASE STEEL STRAIN POLE AND FOUNDATION SH 3 OF 5 ST2 DATE SCALE CONT SEC JOB NO T & S CONST

20 (1) 1 1/2 " CONDUIT SCHEDULE 80 PVC FOR GROUNDING GRADE (LEVEL) HANDHOLE 6" 1 1/2" TOP OF CONDUITS 3" CURB 36" 36" RADIUS PLASTIC BEND NO & SIZE OF CONDUIT 12" AS SHOWN ON PLANS 11 6" MINIMUM GRAVEL 3/4" X 10 0" COPPER CLAD GROUND ROD A VARIABLE DISTANCE FROM FOUNDATION AS DIRECTED BY ENGINEER AND IN ACCORDANCE FOUNDATION WITH THE CURRENT N E C USE NON SOLDER TYPE CONNECTION #6 OR LARGER STANDARD GROUND WIRE WITH 18" MIN SLACK ABOVE FOUNDATION TOP 3 3" SCHEDULE 80 PVC CONDUITS GRADE 6" (LEVEL) 1 1/2" 3 3" CONDUITS SCHEDULE 80 PVC TOP OF CONDUITS 3" CURB 6" MIN TO 12" MAX TO TOP OF GROUND ROD 36" RADIUS PLASTIC BEND NO & SIZE OF CONDUIT USE NON SOLDER TYPE CONNECTION AS SHOWN ON PLANS 11 6" MINIMUM #6 OR LARGER STANDARD GROUND WIRE WITH 18" MIN SLACK ABOVE FOUNDATION TOP (1) 1 1/2 " CONDUIT SCHEDULE 80 PVC FOR GROUNDING 3/4" X 10 0" COPPER CLAD GROUND ROD(S) IN ACCORDANCE WITH THE CURRENT N E C FOUNDATION 6 LATERAL OFFSET (MINIMUM) NOTE: ALL GROUNDS SHALL PROVIDE LESS THAN 10 OHM RESISTANCE TO GROUND ANCHOR BASE STEEL STRAIN POLE GROUNDING 09/01/2002 BY PCM St02 etse ANCHOR BASE STEEL STRAIN POLE AND FOUNDATION SH 4 OF 5 ST2 DATE SCALE CONT SEC JOB NO T & S CONST

21 13/4"05 UNC 2A NUT AND WASHER ARE ASTM A563 HOT DIPPED GALV PER ASTM A153 8" PROJECT 9" THRD TOP OF CONCRETE FOUNDATION BOLT LENGTH 3" MIN d=bolt DIAMETER EDGE OF CONCRETE 6" R FOUNDATION NOTE: ANCHOR BOLTS ARE HOT DIPPED GALV PER ASTM A153 (THRD PLUS 3") 6" ANCHOR BASE STEEL STRAIN POLE FOUNDATION (5) 11/16" DIA 1/4" 58"11NC X 2" LG THIMBLE (2" DIA) OVAL EYE NUT 3/4" CARRIAGE BOLT & HX NUT (GRADE 3) 3/4" 15/8" 3/4" POLE BAND 15/8" DIA AS REQUIRED 11/4" (2) 58"11NC X 23/4" LG 21/2" 1 1/2" POLE BAND HX HD BOLT, LOCK WASHER, FLAT WASHER AS REQ D & HX NUT (A325 GALV) (ASTM A36 STEEL) THIMBLE (2" DIA) OVAL EYE NUT 2 09/01/2002 BY PCM St02 etse PERFERED METHOD POLE BAND ANCHOR BASE STEEL STRAIN POLE AND FOUNDATION SIDE TOP THIMBLE (2" DIA) SH 5 OF 5 ST2 DATE SCALE CONT SEC JOB NO T & S CONST

22 200 Y W Z Z Z W X X X X W Z Z W Y Z "W" FACES TO BE DIRECTED TO INTERSECT A POINT ON THE CENTERLINE OF THE STREET THEY CONTROL 200 FT FROM THE STOP BAR "X" FACES TO BE DIRECTED PARALLEL TO THE CENTERLINE OF THE STREET THEY CONTROL 200 "Y" FACES USED AS STARTING SIGNALS WITH NEAR SIDE SIGNALS TO BE DIRECTED TO INTERSECT A POINT ON THE OPPOSITE STOP BAR APPROXIMATELY 4 FT FROM THE CURB "Z" FACES USED AS PEDESTRIAN SIGNALS TO BE DIRECTED ALONG CROSSWALKS NOTE: WHERE FIELD CONDITIONS REQUIRE DEVIATION FROM THESE STANDARDS, ENGINEER WILL FURNISH SPECIFIC DIRECTIONAL SETTING FOR SIGNALS AT TIME OF INSTALLATION STANDARD FOR DIRECTIONAL SETTINGS OF TRAFFIC SIGNALS GREEN G ORANGE A "A" PHASE RED R BLUE WHITEBLACK STRIPE BLACK WHITE "B" PHASE G A R R R A G "B" PHASE GREENBLACK STRIPE A "A" PHASE ORANGEBLACK STRIPE G REDBLACK STRIPE "C" PHASE G A R R A G "C" PHASE COLOR CODE FOR WIRING CONNECTING TRAFFIC SIGNAL LAMPS * MAIN STREET WHITE (COMMON) CROSS STREET GREEN RED BLUE BLACK * * * * * * * * 09/01/02 COLOR CODE FOR WIRING CONNECTING ( WALK DON T WALK ) PEDESTRIAN SIGNAL LAMPS SH 1 OF 1 ST03 etse DIRECTIONAL SETTINGS/COLOR CODE FOR WIRING ST3 DATE SCALE CONT SEC JOB NO T & S CONST

23 ENTRANCE HEAD ROUND END OF THE COTTER KEY TO THE INSIDE PLASTIC BUSHING TO BE SECURELY INSTALLED SIGNAL NUT WITH RECESS DOWN BOTTOM NUT BACKEDOFF TIGHT AGAINST COTTERKEY WITH RECESS DOWN & COTTER KEY BENT INSTALL SERRATED METAL WASHER & USE A SILICONE SIGNAL HEAD HOUSING SEALANT TO WEATHERPROOF FITTING * COTTER KEY FLAT WASHER HEAVY DUTY LOCK NUT NOTES: THREADED BRACKET WALL THREADED BRACKET CONNECTION * COTTER KEY REQUIRED AS SHOWN ONEWAY TRAFFIC SIGNAL HEAD ENTRANCE HEAD PLASTIC BUSHING TO BE SECURELY INSTALLED SIGNAL NUT WITH RECESS DOWN, USE A SILCONE SEALANT TO WEATHERPROOF FITTING 2" LONG (STAINLESS STEEL) SET SCREW IN TOP SPIDER FITTING SIGNAL SUPPORT BRACKET SIGNAL SUPPORT BRACKET NOTES: SIGNAL HEAD HOUSING INSTALL SERRATED METAL WASHER & USE A SILICONE SEALANT TO WEATHERPROOF FITTING 2WAY TS SHOWN 3WAY & 4WAY SIMILAR FLAT WASHER NTS HEAVY DUTY LOCK NUT 09/01/2002 BY PCM ST03AETSE TYPICAL BRACKET CONNECTION MULTIPLEWAY TRAFFIC SIGNAL HEAD(S) THREADED BRACKET CONNECTION SPAN WIRE MOUNTED TS BRACKET ASSEMBLY SH 1 OF 1 ST3A DATE SCALE CONT SEC JOB NO T & S CONST

24 B MATERIALS FOR JUNCTION BOX A A BOX#14B & S ALUMINUM B LID#14B & S ALUMINUM C PIANO HINGE F D TERMINAL MOUNTING STRAPS#10 & S ALUMINUM E MOUNTING LUGS#8B & S ALUMINUM C F G 1/4" BOLT & NUT 1/8" SHEET METAL SCREW 5/16"D A 3/4" A 9/16" R 1" 111/8" E 121/8" 85/8" 1" 23/4" 1" D D 5" NOTE: BOX TO BE OF WEATHER TIGHT CONSTRUCTION G 51/8" 5/32" 5/16" SLOT 31/2" 1/2" 09/01/02 SH 1 OF 1 ST03 ETSE ALUMINUM SPAN WIRE JUNCTION BOX ST3B DATE SCALE CONT SEC JOB NO T & S CONST

25 1 2 USE SHORT ENTRANCE FITTING WITH CLOSE NIPPLE 1 1/2" BLANK ALUMINUM INSERT IN BACKSIDE OF HUB INSTALL WEATHERPROOF GASKET UNDER PLATE YOKE WITH 6" NIPPLE, NUT, 12"X27" ILLUMINATED CASE SIGN 2WAY, 24"X30" ILLUMINATED CASE SIGN WITH ALUMINUM BLANK & TWO 1 1/2" HUBS 1WAY, 3SECTION, 12" TS 1 1/2" CLOSE NIPPLE 20" " S E T S C R (SEE NOTE #4) PREFERRED METHOD 2WAY TS/CASE SIGN COMBINATION BELOW HUB USE SHORT ENTRANCE FITTING WITH CLOSE NIPPLE 12"X27" ILLUMINATED CASE SIGN 1 1/2" BLANK ALUMINUM INSERT IN BACKSIDE OF HUB 12" X 1 1/2" PIPE INSTALL WEATHERPROOF GASKET UNDER PLATE 19" SILICONE SEAL SIGNAL HEAD YOKE WITH 6" NIPPLE, NUT, OUTSIDE SPIDER, TOP & BOTTOM " S E T S C R (SEE NOTE #4) 2WAY, 24"X30" ILLUMINATED CASE SIGN WITH ALUMINUM BLANK & TWO 1 1/2" HUBS 1WAY, 3SECTION, 12" TS 1 1/2" CLOSE NIPPLE 20" DETAIL (ALTERNATE) 2WAY TS/CASE SIGN COMBINATION ABOVE HUB BALANCE ADJUSTER (IF NEEDED) 12"X27" ILLUMINATED CASE SIGN 2WAY, 12" SPAN WIRE TS TOP BRACKET 12"X1 1/2" PIPE " S E T S C R (SEE NOTE #4) NOTE FOR ALL DETAILS: 1 1/2" CLOSE NIPPLE ALL PIPE SIZES INCLUDE THREAD INSTALL PINNACLES IN ALL UNUSED OPENINGS IN HUBS CROSSES & TEES 09/01/2002 BY PCM ST3CDGN ST3CETSE 2WAY, 24"X30" ILLUMINATED CASE SIGN WITH ALUMINUM BLANK & TWO 1 1/2" HUBS 1 1/2" PIPE NIPPLE (LENGTH AS NEEDED) 2WAY, 12" SPAN WIRE TS PIPE BOTTOM BRACKET 1WAY, 3SECTION, 12" TS 1WAY TS/CASE SIGN COMBINATION ABOVE HUB 3 2WAY CASE SIGN LEGEND TO BE AS SHOWN ON PLANS TS SPECIAL BRACKETS AND CASE SIGN COMBINATIONS 4 5 D E N O T E S STEEL SET SCREW (TYPICAL) APPLY SILICON SEALANT TO THE FITTINGS ON THE TOP OF CASE SIGNS, AND THE TOP AND BOTTOM CONNECTIONS OF SIGNAL HEADS SH 1 OF 2 ST3C DATE SCALE CONT SEC JOB NO T & S CONST

26 3 NOTES D E N O T E S STEEL SET SCREW (TYP) APPLY SILICON SEALANT TO THE FITTINGS ON THE TOP OF CASE SIGNS, AND THE TOP AND BOTTOM CONNECTIONS OF SIGNAL HEADS PLASTIC BUSHING TO BE SECURELY INSTALLED SIGNAL NUT WITH RECESS DOWN ENTRANCE HEAD " S T A I N L E SCREW WITH CONE POINT 1 1/2" RIGID MEDAL NIPPLE 1 1/2" LOCKNUT " S E T S C R (SEE NOTE #4) 4WCASE SIGN (USE BLANK OUT FACE WHEN REQUIRED) 1 " A B R A S 1 " N I P P 1 1/2" LOCKNUT SEE CONNECTION DETAIL BELOW 1WAY, 3SECTION, 12" TS 1 1/2" LOCKNUT NOTE: 2WAY TS SHOWN 3WAY TS AND 4WAY SIMILAR NTS BOTTOM PINNACLE 2 WAY FLAT STRAP SPAN WIRE MOUNTED TS BRACKET ASSEMBLY WITH 4WAY CASE SIGN COMBINATION BELOW HUB 1 " A B R A S S NOTE FOR ALL DETAILS: CASE SIGN BOTTOM 1 " N I P P 1 " L O 1 2 ALL PIPE SIZES INCLUDE THREAD INSTALL PINNACLES IN ALL UNUSED OPENINGS IN HUBS CROSSES & TEES 4WAY CASE SIGN LEGEND TO BE AS SHOWN ON PLANS 1 " (METAL) 4 D E N O T E S STEEL SET SCREW (TYPICAL) 09/01/2002 BY PCM ST3CETSE 2 WAY BRACKET CONNECTION DETAIL 5 APPLY SILICON SEALANT TO THE FITTINGS ON THE TOP OF CASE SIGNS, AND THE TOP AND BOTTOM CONNECTIONS OF SIGNAL HEADS SH 2 OF 2 ST3C DATE SCALE CONT SEC JOB NO T & S CONST

27 USE SHORT ENTRANCE FITTING 1WAY, 1SECTION 12" TS (ALUMINUM) USE SERRATED FITTINGS FOR LOCKING (TYPICAL) R TOP BRACKET 1WAY, 2SECTION 12" TS (POLYCARBONATE) Y 1WAY, 2SECTION 12" TS (POLY CARBONATE) G BOTTOM BRACKET 17" 5SECTION CLUSTER SIGNAL 5SECTION CLUSTER TRAFFIC SIGNAL USE SHORT ENTRANCE FITTING TOP BRACKET USE SERRATED FITTINGS R FOR LOCKING (TYPICAL) SPACER NTS Y 1WAY, 3SECTION 12" TS (ALUMINUM) G BOTTOM TEE SPACER NTS BOTTOM TEE 17" COMBINATION CLUSTER TRAFFIC SIGNAL 1WAY, 1SECTION,12" TS (ALUMINUM) (TYP) ALUMINUM 1WAY, 2SECTION 12" TS (POLYCARBONATE) (TYPICAL) 09/01/02 ST03DeTSE TWIN CLUSTER TRAFFIC SIGNAL TS SPECIAL BRACKETS 5SECTION HEADS SH 1 OF 1 ST3D DATE SCALE CONT SEC JOB NO T & S CONST

28 LTG STD, MA STD OR WOOD POLE (TYP) 9FT TO GRADE (TYP) 9FT TO GRADE (TYP) DETAIL "A1" DETAIL "B1" DETAIL "C1" DETAIL "D1" DETAIL "E1" DETAIL "F1" DETAIL "G1" DETAIL "H1" DETAIL "J1" DETAIL "K1" 09/01/02 ST04 ST4DGN etse DETAIL "L1" DETAIL "M1" DETAIL "N1" DETAIL "O1" DETAIL "R1" TYPICAL POLE MOUNTED TS/PEDESTRIAN COMBINATIONS SH 1 OF 2 ST4 DATE SCALE CONT SEC JOB NO T & S CONST

29 DETAIL "T1" DETAIL "U1" DETAIL "V1" DETAIL "W1" DETAIL "X1" DETAIL "Y1" DETAIL "Z1" DETAIL "AA1" NOTE: 1 THE RELATIVE POSITION OF 2WAY TS & PEDESTRIAN BRACKET ARM SIGNALS WITHIN THE BRACKET ASSEMBLY SHALL BE REVERSED (IE THE SIGNAL NEAREST THE POLE GOES TO THE OUTSIDE OF THE BRACKET ASSEMBLY & THE OUTSIDE SIGNAL GOES INBOARD OR NEAREST TO POLE) ACCORDING TO THE PLAN VIEW TO PROVIDE CLEAR VEHICULAR AND PEDESTRIAN VIEWING 2 PIPE ASSEMBLY SHALL BE OF SUCH LENGTH AND HEIGHT AS TO ACCOMMODATE TRAFFIC SIGNALS AND PEDESTRIAN SIGNALS FOR PROPER MAINTENANCE AND CLEAR VEHICULAR AND PEDESTRIAN VIEWING ST04 etse ST4DGN 09/01/02 TYPICAL POLE MOUNTED TS/PEDESTRIAN COMBINATIONS SH 2 OF 2 ST4 DATE SCALE CONT SEC JOB NO T & S CONST

30 WOOD POLE 1 1/4" WEATHERHEAD WRAP SPAN WIRE AROUND POLE WITH A MINIMUMUM 10 TAIL FOR ADJUSTMENT GROUND WIRE MULTICONNECTOR TRAFFIC SIGNAL CABLE SAG FOR 5 DRIP LOOP (10 TOTAL) SEE DETAIL "A" SHEET 3 OF 3 1 1/4" SCHEDULE 80 PVC OR RIGID METAL CONDUIT 1 1/4" PULLING "L" BOX (TYPE C) WOOD OR PLASTIC MOULDING GALVANIZED STEEL 2 HOLE STRAP (3 FT SPACING) 1 1/4" SCHEDULE 80 PVC OR RIGID METAL CONDUIT LED PED GROUND LEVEL 9 0" COUPLING GROUND ROD (S) CONDUIT (SIZE OF WOOD POLE CONDUIT AS SHOWN ON PLANS) NTS 1 1/4" SCHEDULE /4" SCHEDULE 80 PVC OR RIGID METAL PVC OR RIGID METAL CONDUIT CONDUIT 2 HOLE PIPE CLAMP GROUND LEVEL STAINLESS STEEL BANDING GROUND LEVEL HANDHOLE HANDHOLE 11/20/2003 BY PCM ST4AETSE NOTE: IF RIGID METAL CONDUIT IS USED, THE CONDUIT MUST BE BONDED ACCORDING TO THE CURRENT NEC NTS CONDUIT (SIZE OF CONDUIT AS SHOWN ON PLANS) WOOD POLE UNDERGROUND ALTERNATE STEEL OR CONCRETE POLE NTS CONDUIT (SIZE OF CONDUIT AS SHOWN ON PLANS) TYPICAL POLE MOUNTED TS/PEDESTRIAN COMBINATIONS SH 1 OF 6 ST4A DATE SCALE CONT SEC JOB NO T & S CONST

31 OVAL EYE NUT WRAP SPAN WIRE WRAP SPAN WIRE AROUND POLE WITH A AROUND POLE WITH A MINIMUMUM 10 TAIL FOR MINIMUMUM 10 TAIL FOR ADJUSTMENT STEEL POLE CAP ADJUSTMENT THIMBLE (2" DIA) 3" WEATHER CAP STEEL STREET LIGHT OR CONCRETE POLE GROUND WIRE STEEL POLE 3" WEATHER CAP GROUND WIRE OVAL EYE NUT MULTICONNECTOR TRAFFIC SIGNAL CABLE SAG FOR DRIP LOOP 5 DRIP LOOP (10 MULTICONDUCTOR TRAFFIC SIGNAL THIMBLE TOTAL)10" LOOP TRAFFIC SIGNAL CABLE LAID ALONG CABLE SAG FOR BOTTOM OF SPAN WIRE SEE DETAIL "B" SHEET 5 OF 5 5 DRIP LOOP (10 TOTAL) SEE DETAIL "B" SHEET 5 OF 5 WRAPPING OF SIGNAL CABLE AROUND SPAN WIRE OR ALLOWING CABLE TO TWIST WILL NOT BE ACCEPTABLE 1 1/4" SCHEDULE 80 PVC OR RIGID METAL CONDUIT WOOD OR PLASTIC DRILL 1 1/2" DIA MOULDING HOLE IN POLE AND INSTALL INSTALL SILICONE GROMET (OPTIONAL) 1 1/4" PULLING "L" BOX (TYPE C) SILCONE GROMET 3/4" STAINLESS STEEL LED PED BANDING (3 0" SPACING) LED PED 1 1/4" SCHEDULE 80 PVC OR RIGID METAL CONDUIT HANDHOLE GROUND 9 0" GROUND 9 0" LEVEL LEVEL FOUNDATION COUPLING GROUND ROD (S) CONDUIT (SIZE OF CONDUIT AS SHOWN ON PLANS) CONDUIT (SIZE OF CONDUIT AS SHOWN ON PLANS) STEEL POLE NTS STEEL STREET LIGHT POLE OR CONCRETE POLE NTS LAST DATE: ST4AETSE 11/20/2003 BY PCM TYPICAL POLE MOUNTED TS/PEDESTRIAN COMBINATIONS SH 2 OF 6 ST4A DATE SCALE CONT SEC JOB NO T & S CONST

32 FLASHING STEADY START CROSSING Watch For Vehicles DON T START Finish Crossing If Started DON T CROSS TO CROSS PUSH BUTTON WOOD POLE 1 1/4" WEATHERHEAD WRAP SPAN WIRE AROUND POLE WITH A MINIMUMUM 10 TAIL FOR ADJUSTMENT GROUND WIRE MULTICONNECTOR TRAFFIC SIGNAL CABLE SAG FOR 5 DRIP LOOP (10 TOTAL) 3/4" WEATHERHEAD GALVANIZED STEEL 2 HOLE STRAP (3 FT SPACING) 1 1/4" SCHEDULE 80 PVC OR RIGID METAL CONDUIT 1 1/4" PULLING "L" BOX (TYPE C) SEE DETAIL "A" SHEET 5 OF 5 WOOD OR PLASTIC MOULDING 3/4" SCHEDULE 80 PVC SEE PEDESTRIAN PUSH BUTTON DETAIL ON SHEET 4 OF 5 R103b SIGN(S) LED PED GROUND LEVEL 9 0" 4 3" 3 9" GROUND ROD(S) WOOD POLE 11/20/2003 BY PCM ST4AETSE DETAIL OVER HEAD FEED FOR PEDESTRIAN PUSH BUTTON(S) TYPICAL POLE MOUNTED TS/PEDESTRIAN COMBINATIONS SH 3 OF 6 ST4A DATE SCALE CONT SEC JOB NO T & S CONST

33 FLASHING STEADY FLASHING STEADY GALVANIZED STEEL 2 HOLE STRAP (3 FT SPACING) 3/4" TO 1/2" PVC REDUCER BUSHING (FOR DUAL PUSH BUTTON INSTALLATION) OR 3/4" PVC PLUG (FOR SINGLE PUSH BUTTON INSTALLATION) GALVANIZED STEEL 2 HOLE STRAP 3/4" SCHEDULE 80 PVC (3 FT SPACING) 1/2" SCHEDULE 80 PVC 90 DEGREE BEND 3/4" SCHEDULE 80 PVC TEE 1/2" LB SCHEDULE 80 PVC 3/4" TO 1/2" REDUCER BUSHING 1/2" NIPPLE SCHEDULE 80 PVC 1/2" NIPPLE SCHEDULE 80 PVC (12" MIN) R103 SERIES SIGN (R103b SHOWN) GALVANIZED STEEL 2 HOLE STRAP START CROSSING Watch For Vehicles DON T START Finish Crossing If Started DON T CROSS TO CROSS PUSH BUTTON R103 SERIES SIGN 1/2" MALE ADAPTER R103 SERIES SIGN (R103d SHOWN) START CROSSING Watch For Vehicles DON T START Finish Crossing If Started DON T CROSS TO CROSS PUSH BUTTON R103 SERIES SIGN PEDESTRIAN PUSH BUTTONS (3 FT SPACING) 1/2" MALE ADAPTER 1/2" MALE ADAPTER 1/2" MALE ADAPTER GALVANIZED STEEL GALVANIZED STEEL 2 HOLE STRAP PEDESTRIAN PUSH BUTTONS 2 HOLE STRAP (3 FT SPACING) (3 FT SPACING) 1/2" NIPPLE 1/2" NIPPLE SCHEDULE 80 PVC SCHEDULE 80 PVC (12" MIN) 1/2" LB 4 3" 3 9" 3/4" TO 1/2" REDUCER BUSHING 3/4" SCHEDULE 80 PVC TEE SCHEDULE 80 PVC 1/2" SCHEDULE 80 PVC 90 DEGREE BEND GALVANIZED STEEL 2 HOLE STRAP 3/4" SCHEDULE 80 PVC (3 FT SPACING) 3/4" TO 1/2" PVC REDUCER BUSHING (FOR DUAL PUSH GALVANIZED STEEL BUTTON INSTALLATION) GROUND 2 HOLE STRAP (3 FT SPACING) OR 3/4" PVC PLUG (FOR SINGLE PUSH BUTTON INSTALLATION) GROUND HANDHOLE DETAIL FOR OVERHEAD FEED WOOD POLE SHOWN DETAIL FOR UNDER GROUND FEED 11/20/2003 BY PCM LAST LAST CORRECTION CORRECTION DATE: DATE: ST4AETSE DETAIL PEDESTRIAN PUSH BUTTON DETAIL TYPICAL POLE MOUNTED TS/PEDESTRIAN COMBINATIONS SH 4 OF 6 ST4A DATE SCALE CONT SEC JOB NO T & S CONST

34 3/8" X 5" LAG SCREW (2 MIN) 1 1/2" HORIZONTAL THREADED HUB TAPPED FOR 1 1/4" PIPE IF NO CONDUIT IS USED; USE 1 1/4" PIPE PLUG TO CLOSE HOLE 3/4" X 030" MIN STAINLESS STEEL BAND TAPPED FOR 1 1/4" PIPE IF NO CONDUIT IS USED, TAPPED FOR 1 1/2" PIPE USE 1 1/4" PIPE PLUG TO CLOSE HOLE DETAIL A WOOD POLE DETAIL B STEEL OR CONCRETE POLE 5/16"20 BOLT THREADED 3/4" LONG THREADED FOR 5/16"20 THREAD 1/4"20 BOLT & NUT HANGER BANDING SADDLE TO FIT CONDUIT SIZE HANGER AS CALLED FOR ON PLANS (ZINC PLATED) STAINLESS STEEL 3/4" BAND STAINLESS STEEL BANDING SADDLE CONDUIT HANGER CONDUIT STEEL POLE 11/20/2003 BY PCM ST4AETSE DETAIL NOTE: INSTALL 3/4" X 10 0" COPPER CLAD GROUND ROD (S) AS REQUIRED TO PROVIDE LESS THAN 10 OHM RESISTANCE TO GROUND INSTALL #6 MIN COPPER WIRES FROM GROUND ROD (S) TO SPAN WIRE AT EACH SUPPORTING POLE USING NONSOLDER TYPE CONNECTIONS FOR SPAN WIRE GROUND TYPICAL CONDUIT ATTACHMENT TO STEEL OR CONCRETE POLE NOTE: USE CONDUIT SIZE SPECIFIED (MIN) UNLESS CURRENT NEC INDICATES A LARGER SIZE IS REQUIRED TYPICAL POLE MOUNTED TS/PEDESTRIAN COMBINATIONS SH 5 OF 6 ST4A DATE SCALE CONT SEC JOB NO T & S CONST

35 SH 6 OF 6 R103e R103b START CROSSING Watch For Vehicles START CROSSING Watch For Vehicles FLASHING DON T START Finish Crossing If Started FLASHING DON T START Finish Crossing If Started STEADY DON T CROSS DON T CROSS STEADY TO PUSH CROSS BUTTON R103d CROSS TO MEDIAN R103f FLASHING STEADY Watch For Vehicles DON T START Finish Crossing To Median If Started DON T CROSS FLASHING CROSS TO MEDIAN DON T Watch For Vehicles START Finish Crossing To Median If Started STEADY TO CROSS DON T CROSS PUSH BUTTON 11/20/2003 BY PCM REFER TO THE MICHIGAN STANDARD HIGHWAY SIGNS ST4AETSE MANUAL FOR SYMBOL DESIGNS, LAYOUT AND SIGN DIMENSIONS TYPICAL POLE MOUNTED TS/PEDESTRIAN COMBINATIONS ST4A DATE SCALE CONT SEC JOB NO T & S CONST

36 9 0" 9 0" (TYPICAL) (TYPICAL) DETAIL "A2" DETAIL "B2" DETAIL "C2" DETAIL "D2" DETAIL "E2" DETAIL "F2" DETAIL "G2" DETAIL "H2" DETAIL "J2" DETAIL "K2" 09/01/02 ST05 etse DETAIL "L2" DETAIL "M2" DETAIL "N2" DETAIL "S2" DETAIL "T2" TYPICAL PEDESTAL MOUNTEDTS SIGNAL/PEDESTRIAN COMBINATIONS SH 1 OF 2 ST5 DATE SCALE CONT SEC JOB NO T & S CONST

37 DETAIL "U2" DETAIL "V2" DETAIL "W2" DETAIL "X2" NOTE: PIPE ASSEMBLY SHALL BE SUCH LENGTH AND HEIGHT AS TO ACCOMMODATE TRAFFIC SIGNALS AND PEDESTRIAN SIGNALS FOR PROPER MAINTENANCE AND CLEAR VEHICULAR AND PEDESTRIAN VIEWING ST05 etse 09/01/02 SH 2 OF 2 TYPICAL PEDESTAL MOUNTEDTS SIGNAL/PEDESTRIAN COMBINATIONS ST5 DATE SCALE CONT SEC JOB NO T & S CONST

38 GROUND LUG 161/2" 60363T6 ALLOY, 4 1/2" OD X 250" WALL SCHEDULE #/FT SPUN FINISH VARIABLE 123/4" BOLT CIRCLE 173/4" STEEL SET SCREW BOTTOM PLAN COVER HELD IN PLACE WITH A STAINLESS STEEL MACHINE SCREW OCTAGONAL ALUMINUM BASE 141/4" NOMINAL 1/4" X 20 UNC X 2" STAINLESS 1/4"X20 UNC HEX HEAD 300 GRADE NOMINAL SQUARE PEDESTAL BASE(ALTERNATE) PEDESTAL TOP BRACKET ASSEMBLY C/C DISTANCE TYP 105" UPRIGHT POST POST TOP (SLIP FITTER) 09/01/2002 BY PCM ST05AETSE MOUNTING HARDWARE MOUNTING HARDWARE BOTTOM BRACKET ASSEMBLY TYPICAL PEDESTAL/FOUNDATION & BRACKETING DETAILS SH 1 OF 2 ST5A DATE SCALE CONT SEC JOB NO T & S CONST

39 NOTE: NOTE: GROUNDING SYSTEM SHALL MEASURE 10 OHM OR LESS TO GROUND ALTERNATE FOUNDATION MAY BE CONSTRUCTED 24" ROUND 48" DEEP 161/2" 3/4" 20" 123/4" DIA BOLT CIRCLE 5/8" ANCHOR BOLTS 20" #6 MIN COPPER GROUND WIRE (SHALL BE ATTACHED TO INSIDE OF BASE) 1" 2" 2"4" GRADE 3/4" SCHEDULE 8O PVC CONDUIT 48" 12" USE NONSOLDER TYPE CONNECTOR 13" SCHEDULE 80 PVC PVC CONDUIT 3/4"X10 0" COPPER CLAD GROUND ROD(S) (GROUND ROD(S) MUST BE INSTALLED OUTSIDE OF 12" FDN (A MIN OF 12" FROM FDN BELOW GRADE) OR AS DIRECTED BY THE ENGINEER) PEDESTAL FOUNDATION NUTS: 5/8" HS HEX HEAD GALVANIZED (4 REQUIRED) WASHERS: 5/8" DIAMETER STANDARD 3" FLAT GALVANIZED (8 REQUIRED) 18" 5/8" DIAMETER GALVANIZED 90 3" NOTE: 09/01/2002 BY PCM ST05AETSE ANCHOR BOLT ANCHOR BOLTS ARE TO BE 307 STEEL ( 4REQUIRED ) TYPICAL PEDESTAL/FOUNDATION & BRACKETING DETAILS SH 2 OF 2 ST5A DATE SCALE CONT SEC JOB NO T & S CONST

40 9 0" TO GRADE (TYPICAL) 9 0" TO GRADE (TYPICAL) DETAIL "A3" DETAIL "B3" DETAIL "C3" DETAIL "D3" DETAIL "E3" DETAIL "F3" DETAIL "G3" NOTE: PIPE ASSEMBLY SHALL BE OF SUCH LENGTH AND HEIGHT AS TO ACCOMMODATE TRAFFIC SIGNALS 09/01/02 ST06 ST6DGN etse AND PEDESTRIAN SIGNALS FOR PROPER MAINTENANCE AND CLEAR VEHICULAR AND PEDESTRIAN VIEWING TYPICAL POLE MOUNTED (BACK BRACKET) COMBINATIONS SH 1 OF 1 ST6 DATE SCALE CONT SEC JOB NO T & S CONST

41 STEEL POLE OR PEDESTAL CAST MOUNTING BRACKET 1/2" X 2" NIPPLE & BUSHING 4" CAST ALUMINUM PEDESTRIAN PUSHBUTTON 1/4"20 X 3/4" FLAT HD SCREW (2 REQUIRED) ROUND OFF EDGES 11/2" (STAINLESS STEEL OR BRASS) 2" 1" 1/2" PVC CONDUIT FOR WOOD POLE INSTALLATION DRILL TOP & BOTTOM HOLES 5/16" 1/2" MOUNTING BRACKET FOR PEDESTRIAN PUSHBUTTON 1/4" X 3" TOGGLE BOLT 2 REQUIRED (STAINLESS STEEL OR BRASS) DRILL 13/64" HOLES IN CENTER & TAP 1/4"20 DRILL 7/8" HOLE IN CENTER FOR 1/2" NIPPLE & BUSHING 1/2" 25/8" 51/4" 3 FT 9 INCHES TO GRADE PEDESTRIAN PUSHBUTTON INSTALLATION ON STEEL POLE OR TS PEDESTAL (NTS) MOUNTING BRACKET FOR PEDESTRIAN PUSHBUTTON (NTS) 20" 4ANCHOR BOLTS 5/8"X24"ON 93/16" BOLT CIRCLE 3 1/4" 1 1/2" 20" GROUND WIRE 1 1/2" 3 1/4" 3" SCHEDULE 80 PVC CONDUIT 3" ST"D PIPE CAP R104B SIGN PUSH BUTTON 5 6" 3" X 60" PIPE THREADED 4 3" 3 9" BOTH ENDS PB3 BASE NOTE: 2" FOUNDATION 20" X 20" SQ GROUNDING SYSTEM SHALL MEASURE 10 OHM OR LESS TO GROUND 09/01/2002 BY PCM ST7DGN St07 etse NOTE: ALTERNATE FOUNDATION MAY BE 24" ROUND48" DEEP 4 0" 12" PUSH BUTTON PEDESTAL & FOUNDATION (NTS) 1 0" 3/4" SCHEDULE 80 PVC CONDUIT 3/4"X10 0" COPPER CLAD GROUND ROD(S) (GROUND ROD(S) MUST BE INSTALLED OUTSIDE OF FDN (A MIN OF 12" FROM FDN) PEDESTRIAN PUSHBUTTON ON STEEL POLE/PEDESTAL 3" SCHEDULE 80 PVC CONDUIT 90 DEGREE BEND SH 1 OF 2 ST7 DATE SCALE CONT SEC JOB NO T & S CONST

42 CHIP AWAY FDN TO INSTALL 13" PLASTIC BEND GROUT IN FDN AFTER CONDUIT IS INSTALLED #6 MIN COPPER GROUND WIRE GRADE CHIP AWAY CONCRETE & CUT HOLE IN STEEL POLE INSTALL 13" SCHEDULE 80 PVC INTO STEEL POLE GROUT IN IMBEDDED CONCRETE ENCASEMENT AFTER CONDUIT STEEL POLE IS INSTALLED (CONTACT MAINTAINING AGENCY PRIOR TO CUTTING INTO STEEL POLE) EXIST FDN GROUND 18" LEVEL 3/4" SCHEDULE 80 PVC 6" MIN HANDHOLE CONDUIT COUPLE 1 3" SCHEDULE EX CONCRETE 80 PVC PLASTIC ENCASEMENT BEND TO CONDUIT (SIZE 12" OF CONDUIT AS SHOWN ON PLANS) CONDUIT (SIZE OF CONDUIT AS SHOWN ON PLANS) NOTE: 3/4"X10 0" COPPER CLAD GROUND ROD(S) GROUND ROD(S) MUST BE OUTSIDE OF FDN (A MIN OF 12" FROM FOUNDATION BELOW GROUNDING SYSTEM SHALL MEASURE 10 OHM OR LESS TO GROUND GRADE OR AS DIRECTED BY THE ENGINEER) INSTALLATION OF CONDUIT INTO EXISTING FOUNDATION (NTS) INSTALLATION OF CONDUIT INTO IMBEDDED STEEL POLE (NTS) LOWER BRACKET POLE ARM ASSEMBLY BAND (TYP) ST24 STAINLESS STEEL BANDING 1 1/4" SCHEDULE 80 PVC OR RIGID METAL CONDUIT 1 1/4" SCHEDULE 80 PVC OR RIGID METAL CONDUIT 3/4" X 30" MIN 9 0" 3/4" X 30" MIN STAINLESS STEEL BAND AND BAND SADDLE STAINLESS STEEL BAND (TYP) (REFER TO ST24 FOR DETAIL)(TYP) GROUND LEVEL HANDHOLE COUPLING W/HANGER POLE FOUNDATION POLE FOUNDATION CONDUIT (SIZE OF CONDUIT AS SHOWN ON PLANS) CONDUIT (SIZE OF 09/01/2002 BY PCM ST7DGN St07 etse NOTE: CONDUIT AS SHOWN ON PLANS) INSTALLATION OF CONDUIT ON OUTSIDE OF POLE (NTS) IF RIGID METAL CONDUIT IS USED, THE CONDUIT MUST BE BONDED TO THE CURRENT NEC INSTALLATION OF CONDUIT ON OUTSIDE OF POLE (ALTERNATE) (NTS) PEDESTRIAN PUSHBUTTON ON STEEL POLE/PEDESTAL SH 2 OF 2 ST7 DATE SCALE CONT SEC JOB NO T & S CONST

43 36" 17" VENTED ALUMINUM CABINET WITH BASE MOUNTING SHALL BE TYPE M36 49" TO 52" BASE MOUNTED TRAFFIC SIGNAL CONTROLLER & CABINET (NTS) 3" SPACING BETWEEN CONDUITS (TYP) GROUND WIRE BUSHINGS REQUIRED ON ALL CONDUITS 24" MIN 22" MIN NOTE: BOLT PATTERN TO MANUFACTURES SPECIFICATIONS (2) REQUIRED 43" SCHEDULE 80 PVC CONDUITS 1 1/2" SCHEDULE 80 PVC RIGID METAL CONDUIT 40" MIN 42" MIN PLAN NTS #6 OR LARGER STRANDED COPPER GROUND WIRE WITH 18" SLACK ABOVE FOUNDATION 3" GRADE 1 1/2" SCHEDULE 80 PVC CONDUIT 3/4"X 42" GALVANIZED FOUNDATION BOLTS, NUTS & WASHERS (2 REQUIRED) 3 1/2" NOTE: 3/4" X 10 FT COPPER CLAD GROUND ROD(S) USE NONSOLDER TYPE CONNECTOR 42" GROUNDING SYSTEM SHALL MEASURE 10 OHM OR LESS TO GROUND 09/01/2002 BY PCM ST07AETSE GROUND RODS MUST BE INSTALLED OUTSIDE OF CONCRETE BASE 12" ELEVATION NTS FOUNDATION BASE MOUNTED TS CONTROLLER/CABINET SH 1 OF 2 ST7A DATE SCALE CONT SEC JOB NO T & S CONST

44 255" TO 26" 44" VENTED ALUMINUM CABINET WITH BASE MOUNTING SHALL BE TYPE NEMA 6 15" 55" TO 58" A A SPACER A A SECTION AA 3/4" X 2 1/2" GALVANIZED BOLTS, NUTS & WASHERS (4 REQUIRED) WASHER LOCK WASHER NUT NTS BASE MOUNTED TRAFFIC SIGNAL CONTROLLER & CABINET (NTS) 3" SPACING BETWEEN CONDUITS (TYP) GROUND WIRE BUSHINGS REQUIRED ON ALL CONDUITS 30" MIN 28" MIN NOTE: BOLT PATTERN TO MANUFACTURES SPECIFICATIONS (4) REQUIRED 43" SCHEDULE 80 PVC CONDUITS 1 1/2" SCHEDULE 80 PVC RIGID METAL CONDUIT 46" MIN 48" MIN PLAN NTS #6 OR LARGER STRANDED COPPER GROUND WIRE WITH 18" SLACK ABOVE FOUNDATION GRADE 3" 3/4" X 42" GALVANIZED FOUNDATION BOLTS, NUTS & WASHERS (4 REQUIRED) 3 1/2" 1 1/2" SCHEDULE 80 PVC CONDUIT 3/4" X 10 0" COPPER CLAD GROUND ROD(S) USE NONSOLDER TYPE CONNECTOR 42" NOTE: 09/01/2002 BY PCM ST07AETSE ST7ADGN GROUND RODS MUST BE INSTALLED OUTSIDE OF CONCRETE BASE 12" ELEVATION NTS FOUNDATION BASE MOUNTED TS CONTROLLER/CABINET GROUNDING SYSTEM SHALL MEASURE 10 OHM OR LESS TO GROUND SH 2 OF 2 ST7A DATE SCALE CONT SEC JOB NO T & S CONST

45 TOP VIEW 4" X 6" WOOD POST PEDESTRIAN PUSHBUTTON 2 1/2" #10 BRASS WOOD SCREWS (2 REQUIRED) 1/2" SCHEDULE 80 PVC CONDUIT 45" TO GRADE FRONT VIEW PEDESTRIAN PUSHBUTTON INSTALLATION ON 4"x6" WOOD POST (NTS) 4" X 6" WOOD POST R104B SIGN PUSHBUTTON ASSEMBLY 1/2" SCHEDULE 80 PVC CONDUIT 1/2" SCHEDULE 80 PVC CONDUIT GALVANIZED STEEL 2 HOLE 1/2" RIGID PIPE CLAMP (36" SPACING) GALVANIZED STEEL 2 HOLE 1/2" RIGID PIPE CLAMP (36" SPACING) 4"X6" WOOD POST HANDHOLE COUPLING CONDUIT (SIZE OF CONDUIT AS SHOWN ON PLANS) CONDUIT (SIZE OF CONDUIT AS SHOWN ON PLANS) 09/01/2002 BY PCM ST7BDGN ST07BETSE PUSHBUTTON PEDESTAL & WOOD POST (NTS) PUSHBUTTON PEDESTAL & WOOD POST (ALTERNATE) NTS PEDESTRIAN PUSHBUTTON ON WOOD POST SH 1 OF 2 ST7B DATE SCALE CONT SEC JOB NO T & S CONST

46 4" X 6" WOOD POST TACK WELD 3 15/16" WEDGING CONCRETE ENCASEMENT 10 GA GALVANIZED STEEL SLEEVE 5 1/2" ACTUAL GRADE B 10 GA GALVANIZED 36" STEEL SLEEVE A A 18" DIA CONCRETE ENCASEMENT B 18" DIA NOTE: INSIDE DIMENSIONS OF SLEEVE MAY BE A MAXIMUM OF 1/8" GREATER THAN SHOWN ELEVATION (NTS) SECTION AA (NTS) TAPERED HARD WOOD WEDGES TO HOLD SLEEVE ON POST WHILE CONCRETE FOUNDATION IS BEING POURED AND TO HOLD POST IN A STABLE POSITION AFTER CONCRETE HAS SET USE 2 OR 3 INCH WIDE WEDGES TO COVER APPROXIMATELY 3/4 OF POST WIDTH ON TWO ADJACENT SIDES MIN 1 1/2" FILLET OF BITUMINOUS WATERPROOFING MATERIAL 2" STEEL & CONCRETE 7" PROJECTION ABOVE GROUND CONCRETE GRADE 30M 35S OR 35M 2" OR 3" WOOD POST MAT L PER 1/8" 3/4" LATEST STD SPECS FOR CONS T SIZE PER PLAN 10 GA GALVANIZED STEEL SLEEVE BOTH ENDS OPEN 2" OR 3" MAX OF TAMPED EARTH PLYWOOD OR EQUIV +8"X8"X5/8" _ LAST LAST CORRECTION CORRECTION DATE: DATE: 09/01/2002 BY PCM ST7BDGN ST07BETSE WEDGE (NTS) SECTION BB (NTS) PEDESTRIAN PUSHBUTTON ON WOOD POST SH 2 OF 2 ST7B DATE SCALE CONT SEC JOB NO T & S CONST