MDOTProjectwise\Documents\Reference Documents\Traffic Reference\Statewide Special Details\Develop
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1 MDOTProjectwise\Documents\Reference Documents\Traffic Reference\Statewide Special Details\Develop
2 Check if Applicable TRAFFIC SIGNAL SPECIAL DETAILS INDEX/CHECKLIST *One completed checklist required upon plan submittal for each contract package Detail # Description # of Pages SIG-010-A Span Wire TS on Steel and Wood Poles 7 SIG-011-A Installation of Integral Messenger Cable 4 SIG-020-A 6 Anchor Bolt Strain Pole and Foundation 7 SIG-030-A TS Mast Arm Pole/Mast Arm Details - Category I 4 SIG-031-A TS Mast Arm Pole/Mast Arm Details - Category II 4 SIG-032-A TS Mast Arm Pole/Mast Arm Details - Category III 4 SIG-040-A TS Mast Arm Standard Foundations 4 SIG-050-A Wood Pole Guys and Setting Depth 2 SIG-060-A Steel Truss Brackets 3 SIG-061-A Clamp On Bracket Arm Assembly (Street Light) 1 SIG-070-A Pedestal Foundation 3 SIG-071-A Pedestal Base Alternate Anchorage Details 2 SIG-072-A Helix Pedestal Foundation 2 SIG-100-A Controller Cabinet Mounted on Steel or Wood Poles 3 SIG-110-A Base Mounted TS Controller Cabinet/Foundations 7 SIG-111-A Pole Mounted TS Controller Cabinet 1 SIG-120-A Global Positioning System (GPS) Module 3 SIG-130-B Antenna Attachment Detail (Yagi/Broadband) 6 SIG-131-A Cell Modem and RSU Attachment Detail 3 SIG-140-A Traffic Signal Uninterruptible Power System 2 SIG-200-A Secondary Service/Disconnect for Wood Poles 4 SIG-201-A Secondary Service/Disconnect for Steel Poles 2 SIG-210-B Underground Service Metered and Unmetered 3 SIG-211-A Underground Service/Disconnect Wood Post 2 SIG-220-A Service for Street Name Signs and Street Lighting 4 SIG-230-A Color Code Wiring/Equipment Grounding 6 SIG-240-A Handhole- Precast, Polymer Concrete 6 SIG-250-A Conduit (Direct Burial/Encased) 2 SIG-251-A Conduit Under Railroad Tracks 2 SIG-260-A Splice Box 3 SIG-270-A Typical Temporary Street Lighting Electrical Detail 1 SIG-300-A Span Wire Mounted TS Bracket Assembly 3 SIG-301-A Mast Arm Mounted TS Bracket Assembly 7 SIG-302-A Bracketing for 5- Section Heads 1 SIG-303-A Bracketing for HAWK Signal Displays 2 SIG-304-A Traffic Signal Backplates 1 SIG-305-B Span Wire Tether Details 5 SIG-310-A Alignment of Traffic Signal Heads (Diagonal) 1 SIG-311-A Bracketing for Signal Head/Case Sign Combinations (Diagonal) 5 SIG-312-A Bracketing for Flashing Beacon/Case Sign Combinations 2 SIG-320-A Sign Mounted Beacon 9 SIG-321-A Rectangular Rapid Flashing Beacon 5 SIG-330-A Pedestal Mounted Signal Displays 2 SIG-331-A Pedestal Mounting Details for Signals 1 SIG-340-A Pole Mounted Signal Displays 2 SIG-341-A Pole Mounting Details for Signals 3 SIG-342-A Back Bracket Signal Displays 2 SIG-350-A School Speed Limit Sign (LED) 3 SIG-360-A LED Changeable Message "Open-Closed" Sign 4 SIG-400-A Pedestrian Push Button Details 4 SIG-410-A Traffic Loops 4 SIG-420-A Wireless Vehicle Detection System 10 SIG-430-A Video Detection Camera 2 SIG-431-A Hemispherical Video Detection 2 SIG-432-A Span Wire Mounted Video Detection Camera 3 SIG-440-A Microwave Vehicle Detector 4 SIG-460-A Radar Stop Bar Detection 2 MDOTProjectwise\Documents\Reference Documents\Traffic Reference\Signals\Web\Statewide Special Details\Final\mdot_signal_index-checklist_sp-det8.xls 02/06/18
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64 THREADED CAP (PLASTIC OR METAL) SEE SHEET 5 FOR BRACKET DETAIL STEEL POLE 12" (2) 1 1/2" HEX HEAD NUTS 1 1/2" DIAMETER BLACK PIPE IRON CROSS ALUMINUM CAP (TYP) 16" 3/4"X.030"(MIN) STAINLESS STEEL BANDS (TYP) SEE PAGES 4 AND 5 FOR ALTERNATE ATTACHMENTS PLASTIC SNAP-IN PLUG SET SCREWS 16" THREADED NIPPLE 1 1/2" DIAMETER BLACK PIPE (*) NOTE: ANTENNA ATTACHMENT SIMILAR TO PED SIGNAL BRACKET ASSEMBLY. (FINISHED ASSEMBLY HAS NO THREADS EXPOSED.) STEEL POLE FRONT VIEW ANTENNA ATTACHMENT DETAIL (STEEL POLE) FOR REMOTE LOCATION NOT TO SCALE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG130B.dgn Rev. 02/06/2018 Michigan Department of Transportation PREPARED BY TRAFFIC AND SAFETY ENGINEER OF DELIVERY ENGINEER OF DEVELOPMENT MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FOR ANTENNA ATTACHMENT DETAIL DRAWN BY: DSP CHECKED BY: (SPECIAL DETAIL) FHWA APPROVAL DATE PLAN DATE SIG-130-B SHEET 1 of 6
65 THREADED CAP (PLASTIC OR METAL) SEE SHEET 5 FOR BRACKET DETAIL 40" STEEL POLE (2) 1 1/2" HEX HEAD NUTS 1 1/2" DIAMETER BLACK PIPE 3/4"X.030"(MIN) STAINLESS STEEL BANDS (TYP) 6' VERTICAL SPACING (MIN.) BETWEEN ANTENNAS IRON CROSS ALUMINUM CAP (TYP) PLASTIC SNAP-IN PLUG SEE "DETAIL A" FOR ALTERNATE ATTACHMENTS 16" THREADED NIPPLE 1 1/2" DIAMETER BLACK PIPE SET SCREWS 40" 1 1/2" DIAMETER BLACK PIPE FRONT VIEW SEE SHEET 5 FOR BRACKET DETAIL (*) NOTE: ANTENNA ATTACHMENT SIMILAR TO PED SIGNAL BRACKET ASSEMBLY. (FINISHED ASSEMBLY HAS NO THREADS EXPOSED.) THREADED CAP (PLASTIC OR METAL) ANTENNA ATTACHMENT DETAIL (STEEL POLE) FOR MASTER OR REPEATER LOCATION SINGLE BRACKET METHOD PREFERRED NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION (SPECIAL DETAIL) BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG130B.dgn Rev. 02/06/18 PLAN DATE SIG-130-B SHEET 2 of 6
66 THREADED CAP (PLASTIC OR METAL) STEEL POLE (2) 1 1/2" HEX HEAD NUTS SEE SHEET 5 FOR BRACKET DETAIL 12" 3/4"X.030"(MIN) STAINLESS STEEL BANDS (TYP) SEE "DETAIL A" FOR WOOD POLE ATTACHMENT 1 1/2" DIAMETER BLACK PIPE IRON CROSS 16" ALUMINUM CAP (TYP) PLASTIC SNAP-IN PLUG SET SCREWS 16" THREADED NIPPLE 1 1/2" DIAMETER BLACK PIPE FRONT VIEW SAME STEEL POLE 6' VERTICAL SPACING (MIN.) BETWEEN ANTENNAS THREADED CAP (PLASTIC OR METAL) STEEL POLE (2) 1 1/2" HEX HEAD NUTS SEE SHEET 5 FOR BRACKET DETAIL 12" 1 1/2" DIAMETER BLACK PIPE 3/4"X.030"(MIN) STAINLESS STEEL BANDS (TYP) SEE "DETAIL A" FOR WOOD POLE ATTACHMENT IRON CROSS ALUMINUM CAP (TYP) 16" PLASTIC SNAP-IN PLUG SET SCREWS 16" THREADED NIPPLE 1 1/2" DIAMETER BLACK PIPE (*) NOTE: ANTENNA ATTACHMENT SIMILAR TO PED SIGNAL BRACKET ASSEMBLY. (FINISHED ASSEMBLY HAS NO THREADS EXPOSED.) NOT TO SCALE STEEL POLE FRONT VIEW ANTENNA ATTACHMENT DETAIL (STEEL POLE) FOR MASTER OR REPEATER LOCATION USE WHEN 2 BRACKETS ARE REQUIRED MICHIGAN DEPARTMENT OF TRANSPORTATION (SPECIAL DETAIL) BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG130B.dgn SIG-130-B SHEET Rev. 02/06/18 3 of 6 PLAN DATE
67 SERVICE CAP (WEATHER HEAD) STEEL POLE SEE SHEET 5 FOR BRACKET DETAIL ANTENNA CABLE 3/4"X.030"(MIN) STAINLESS STEEL BANDS (TYP) SEE "DETAIL A" FOR WOOD POLE ATTACHMENT AND CONDUIT CONNECTION FRONT VIEW CONTINUOUS FLEXIBLE NON-METALLIC TUBING (INNERDUCT) TO CONTROLLER CABINET ANTENNA CABLE TO CONTROLLER CABINET ANTENNA ATTACHMENT DETAIL (STEEL POLE) SERVICE CAP (WEATHER HEAD) WOOD POLE SEE SHEET 5 FOR BRACKET DETAIL ANTENNA CABLE GALVANIZED STEEL 2 HOLE STRAP 3/8"X 5" STAINLESS STEEL LAG SCREWS W/WASHERS (TYP) SCHEDULE 80 PVC OR RIGID METAL CONDUIT FRONT VIEW CONTINUOUS FLEXIBLE NON-METALLIC TUBING (INNERDUCT) TO CONTROLLER CABINET. INNERDUCT IS NOT REQUIRED IF COMMUNICATION CABLE IS 600V RATED. ANTENNA CABLE TO CONTROLLER CABINET ANTENNA ATTACHMENT DETAIL (WOOD POLE) NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION (SPECIAL DETAIL) BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG130B.dgn SIG-130-B SHEET Rev. 02/06/18 4 of 6 PLAN DATE
68 THREADED CAP (PLASTIC OR METAL) ANTENNA BRACKET (TYP) 1 1/2" GUSSETED TUBE (TYP) (*) NOTE: WHEN 2 ANTENNAS ARE USED A MINIMUM OF 6' SEPERATION SHALL BE USED. MAST ARM R Y MAST ARM MOUNTING BRACKET G RADIO ANTENNA CABLE THROUGH MAST ARM TO POLE (TYP) ANTENNA ATTACHMENT DETAIL (MAST ARM) THREADED CAP (PLASTIC OR METAL) RADIO ANTENNA CABLE THROUGH TRUSS ARM TO POLE (TYP) TRUSS ARM MOUNTING ATTACHMENT TRUSS ARM 1 1/2" GUSSETED TUBE (TYP) ANTENNA BRACKET (TYP) (*) NOTE: WHEN 2 ANTENNAS ARE USED A MINIMUM OF 6' SEPERATION SHALL BE USED. ANTENNA ATTACHMENT DETAIL (TRUSS ARM) NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION (SPECIAL DETAIL) BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG130B.dgn Rev. 02/06/18 PLAN DATE SIG-130-B SHEET 5 of 6
69 3/8" STAINLESS STEEL U-BOLTS W/ FLAT WASHERS & HEX NUTS (2 REQUIRED) YAGI ANTENNA THREADED CAP (PLASTIC OR METAL) YAGI ANTENNA 1 1/2" BLACK PIPE 1 1/2" BLACK PIPE LMR 400DB TYPE CABLE TOP VIEW SIDE VIEW YAGI ANTENNA BRACKET ATTACHMENT DETAIL THREADED CAP (PLASTIC OR METAL) BROADBAND ANTENNA SEE SECTION A-A 1 1/2" BLACK PIPE A TOP VIEW A CAT 5E 600V RATED CABLE 1 1/2" BLACK PIPE SIDE VIEW SECTION A-A NOT TO SCALE BROADBAND ANTENNA BRACKET ATTACHMENT DETAIL MICHIGAN DEPARTMENT OF TRANSPORTATION (SPECIAL DETAIL) BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG130B.dgn SIG-130-B SHEET Rev. 02/06/18 6 of 6 PLAN DATE
70 THREADED CAP (PLASTIC OR METAL) CELL MODEM TRANSMITTER STEEL POLE SEE "DETAIL A" FOR BRACKET DETAIL HOSE CLAMPS LMR 400DB TYPE CABLE 12" (2) 1 1/2" HEX HEAD NUTS 1 1/2" DIAMETER BLACK PIPE DRILL 9/16" HOLE IN ALUMINUM PLUG FOR CABLE IRON CROSS ALUMINUM CAP (TYP) 16" 3/4"X.030"(MIN) STAINLESS STEEL BANDS (TYP) SEE SHEET 3 FOR WOOD POLE ATTACHMENT PLASTIC SNAP-IN PLUG SET SCREWS 16" THREADED NIPPLE 1 1/2" DIAMETER BLACK PIPE STEEL POLE ANTENNA ATTACHMENT DETAIL (STEEL POLE) FOR CELL MODEM TRANSMITTER 1 5/8" 1 1/8" 5/8" (TYP) 1 5/8" 6" 2 1/8" 1/4" (TYP) 3/4" 5/8" TOP VIEW FRONT VIEW CELL MODEM TRANSMITTER BRACKET DETAIL "A" NOT TO SCALE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG131A.dgn Rev. Michigan Department of Transportation PREPARED BY TRAFFIC AND SAFETY ENGINEER OF DELIVERY ENGINEER OF DEVELOPMENT MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FOR CELL MODEM AND RSU ATTACHMENT DETAIL DRAWN BY: DSP CHECKED BY: (SPECIAL DETAIL) FHWA APPROVAL DATE 02/06/18 PLAN DATE SHEET SIG-131-A 1 of 3
71 STEEL POLE (2) 1 1/2" HEX HEAD NUTS SEE SHEET 5 FOR BRACKET DETAIL 16" 3/4"X.030"(MIN) STAINLESS STEEL BANDS (TYP) SEE SHEET 3 FOR WOOD POLE ATTACHMENT ALUMINUM CAP (TYP) IRON CROSS 12" SET SCREWS PLASTIC SNAP-IN PLUG 1 1/2" DIAMETER BLACK PIPE 16" THREADED NIPPLE 1 1/2" DIAMETER BLACK PIPE RSU BRACKET (*) NOTE: RSU SHALL BE MOUNTED BETWEEN 19' AND 25' THREADED CAP (PLASTIC OR METAL) ANTENNA ATTACHMENT DETAIL (STEEL POLE) FOR CELL MODEM TRANSMITTER ROADSIDE UNIT 1 1/2" BLACK PIPE SEE SECTION A-A A 1 1/2" BLACK PIPE TOP VIEW A CAT 5E 600V RATED CABLE SIDE VIEW THREADED CAP (PLASTIC OR METAL) SECTION A-A NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION (SPECIAL DETAIL) BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG131A.dgn Rev. 02/06/18 PLAN DATE SIG-131-A SHEET 2 of 3
72 THREADED CAP (PLASTIC OR METAL) CELL MODEM TRANSMITTER 16" STEEL POLE SEE "DETAIL B" FOR BRACKET DETAIL HOSE CLAMPS LMR 400DB TYPE CABLE 12" (2) 1 1/2" HEX HEAD NUTS 1 1/2" DIAMETER BLACK PIPE (TYP) 3/8"X 5" STAINLESS STEEL LAG SCREWS W/WASHERS (TYP) DRILL 9/16" HOLE IN ALUMINUM PLUG FOR CABLE IRON CROSS 12" PLASTIC SNAP-IN PLUG SET SCREWS 16" THREADED NIPPLE 1 1/2" DIAMETER BLACK PIPE RSU BRACKET (*) NOTE: RSU SHALL BE MOUNTED BETWEEN 19' AND 25' THREADED CAP (PLASTIC OR METAL) ANTENNA ATTACHMENT DETAIL (WOOD POLE) FOR CELL MODEM TRANSMITTER AND RSU COMBO NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION (SPECIAL DETAIL) BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG131A.dgn Rev. 02/06/18 PLAN DATE SIG-131-A SHEET 3 of 3
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81 (*) NOTE: STAINLESS STEEL ANCHOR BOLTS OR STAINLESS STEEL DROP INS, TO BE USED ON EXISTING FOUNDATIONS WITH PROPER GRADE AND SIZE. 8.25" LUG TERMINAL BAR (LINE LUGS) 6 CIRCUIT LOAD CENTER, STAINLESS STEEL 100 AMP. SERVICE RATED, WITH MAIN DOOR LOCK 32" 32" 22.5" GRADE LEVEL ANCHOR BOLTS 20.19" 6" 8" TO MATCH FLANGE PATTERN (*) 48" STAINLESS STEEL SQUARE WASHER TO PROVIDE A MINIMUM OF 1/4" CLEARANCE (TYP) SIDE VIEW FRONT VIEW 24" DIA. ROUND CONCRETE FOUNDATION #6 MIN. COPPER GROUND WIRE UNDERGROUND (UG) SERVICE PEDESTAL(METAL) MOUNTED ON FOUNDATION (1) 1 1/2" SCHEDULE 80 PVC CONDUIT GRADE LEVEL 1/4" SIDEWALK 2" 1 1/2" TS CABLE TO CONTROLLER CABINET HANDHOLE (1) 2" SCHEDULE 80 PVC CONDUIT 48" BELL END 36" SECONDARY SERVICE CABLE FROM UTILITY COMPANY GROUND WIRE USE NON-SOLDER TYPE CONNECTION GRAVEL UTILITY HANDHOLE AS REQUIRED BY UTILITY COMPANY (1) 1 1/2" SCHEDULE 80 PVC CONDUIT 3/4" X 10'-0" COPPER CLAD GROUND ROD(S) AS DIRECTED BY ENGINEER AND IN ACCORDANCE WITH THE CURRENT N.E.C. HANDHOLE DETAIL NOT TO SCALE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG210B.dgn Rev. 02/06/18 Michigan Department of Transportation PREPARED BY TRAFFIC AND SAFETY ENGINEER OF DELIVERY ENGINEER OF DEVELOPMENT MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FOR UNDERGROUND SERVICE METERED AND UNMETERED DRAWN BY: DSP CHECKED BY: (SPECIAL DETAIL) FHWA APPROVAL DATE PLAN DATE SIG-210-B SHEET 1 of 3
82 8.25" 12" METER LUG TERMINAL BAR (LINE LUGS) 52" 6 CIRCUIT LOAD CENTER, STAINLESS STEEL 100 AMP. SERVICE RATED, WITH MAIN DOOR LOCK 32" 32" 22.5" GRADE LEVEL 20.19" 6" 8" ANCHOR BOLTS TO MATCH FLANGE PATTERN (*) 48" STAINLESS STEEL SQUARE WASHER TO PROVIDE A MINIMUM OF 1/4" CLEARANCE (TYP) NOTE: LINE SIDE LUGS TO ACCEPT #6-350 MCM AWG 6 CIRCUIT LOAD CENTER 100 AMP. SERVICE RATED SIDE VIEW FRONT VIEW 24" DIA. ROUND CONCRETE FOUNDATION LUG TERMINAL BAR (LINE LUGS) TOP OF FOUNDATION NUTS: 5/8" HIGH STRENGTH HEX HEAD STAINLESS STEEL (REQUIRED TO MATCH FLANGE PATTERN). DETAIL WIRING DIAGRAM (UNMETERED) 2" WASHERS: 5/8" DIAMETER STAINLESS STEEL 5/8" DIAMETER STAINLESS STEEL SQUARE WASHER RINGLESS METER SOCKET 6 CIRCUIT LOAD CENTER 100 AMP. SERVICE RATED 4" 5/8" DIAMETER STAINLESS STEEL LUG TERMINAL BAR (LINE LUGS) 90 3" ANCHOR BOLT DETAIL DETAIL WIRING DIAGRAM NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION (SPECIAL DETAIL) BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG210B.dgn Rev. 02/06/18 (METERED) PLAN DATE SHEET SIG-210-B 2 of 3
83 PREFERRED SITE ORIENTATION PLAN CROSS STREET MAIN STREET (PLACE PEDESTAL SO IT DOES NOT INTERFERE WITH FULL OPERATION OF CABINET DOOR) 36" MIN. DISCONNECT AND SERVICE ENTRANCE DOORS MUST NOT FACE STREET (TYP.) CONTROLLER & FOUNDATION U.G. SERVICE PEDESTAL 12" MIN. CABINET DOOR PREFERRED PEDESTAL & FOUNDATION ORIENTATION PLAN 12" UTILITY SECTION 8" 24" DIA. ROUND CONCRETE FOUNDATION CUSTOMER SECTION 8.25" 6" NOT TO SCALE BOLT PATTERN LAYOUT MICHIGAN DEPARTMENT OF TRANSPORTATION (SPECIAL DETAIL) BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG210B.dgn Rev. 02/06/18 PLAN DATE SIG-210-B SHEET 3 of 3
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124 SPAN WIRE TETHER SPAN WIRE ATTACH TETHER ASSEMBLY SO THAT TETHER SPAN WIRE RUNS STRAIGHT ACROSS. WOOD POLE ANCHOR GUY 17' MIN. ALL VEHICLE SIGNALS AND SIGNS HUNG ON A SPAN SHALL BE TETHERED. SPAN POLE CONTACT HEIGHTS NEED NOT BE AT THE SAME ELEVATION. ROADWAY ELEVATION VIEW: TOP TETHER INSTALLATION SPAN WIRE SPAN WIRE CLAMP TETHER SPAN WIRE (1/4" GALV. STEEL STRAND MIN.) WITH ARMOR ROD 2'-0" MINIMUM 1 1/2" GALV. STEEL PIPE BREAKAWAY TETHER ASSEMBLY SEE DETAIL "B" #10 SS SCREW 5 PLACES LOCK NUT ALUM SERRATED RING WASHER R Y G ALUM OUTSIDE REINFORCING PLATE ALUM INSIDE REINFORCING PLATE STEEL LOCK NUT WITH DOUBLE SET SCREWS COTTER KEY DETAIL "A": SPAN WIRE INSTALLATION WITH TOP TETHER SPAN WIRE U-BOLT, STAINLESS STEEL 5/16"-18 X 3-3/4" X 2-1/16" UNIVERSAL STABILIZER BAR, ALUMINUM, 4" X 1.5", FOR 5/16" U-BOLT (2).38 THRU 3 PLACES WASHER, FLAT, 5/16" X 3/4" OD, TYPE 304 STAINLESS STEEL (2) TETHER SPAN WIRE (1/4" GALV. STEEL STRAND MIN.) WITH ARMOR ROD NUT, NYLON LOCK, 5/16"-18, TYPE 304 STAINLESS STEEL (2) DETAIL "B": BREAK-AWAY TETHER ASSEMBLY FOR TOP OF SIGNAL HEAD NOT TO SCALE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG305B.dgn Rev. 02/06/18 Michigan Department of Transportation PREPARED BY TRAFFIC AND SAFETY ENGINEER OF DELIVERY ENGINEER OF DEVELOPMENT MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FOR SPAN WIRE TETHER DETAILS DRAWN BY: DSP CHECKED BY: (SPECIAL DETAIL) FHWA APPROVAL DATE PLAN DATE SIG-305-B SHEET 1 of 5
125 #6 COPPER MIN. GROUNDING WIRE FROM OVERHEAD WEATHERHEAD SPAN WIRE SPAN WIRE CLAMP SPLIT BOLT THIMBLE 1 1/2" GALV. STEEL PIPE PREFORMED DEAD END BAIL SPLIT BOLT REFER TO BREAK-AWAY TETHER ASSEMBLY SEE DETAIL "A" & DETAIL "B" R Y INSTALL THE TETHER WIRE WITH 500 TO 750 LBS. TENSION THIMBLE EYEBOLT G POLE CLAMP TOP TETHER SPAN WIRE STEEL POLE CONNECTION DETAIL PREFORMED DEAD END BAIL THIMBLE SPAN WIRE CLAMP SPAN WIRE SPLIT BOLT 1 1/2" GALV. STEEL PIPE #6 COPPER MIN. TO GROUNDING ROD IN WOOD OR PLASTIC MOULDING REFER TO BREAK-AWAY TETHER ASSEMBLY SEE DETAIL "A" & DETAIL "B" SPLIT BOLT PREFORMED DEAD END BAIL R Y INSTALL THE TETHER WIRE WITH 500 TO 750 LBS. TENSION THIMBLE EYEBOLT G 5/8" DA BOLT TOP TETHER SPAN WIRE WOOD POLE CONNECTION DETAIL NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG305B.dgn Rev. 02/06/18 PLAN DATE SIG-305-B SHEET 2 of 5
126 SPAN WIRE TETHER SPAN WIRE ATTACH TETHER ASSEMBLY SO THAT TETHER SPAN WIRE RUNS STRAIGHT ACROSS. WOOD POLE ANCHOR GUY 17' MIN. 19' MAX. ALL VEHICLE SIGNALS AND SIGNS HUNG ON A SPAN SHALL BE TETHERED. SPAN POLE CONTACT HEIGHTS NEED NOT BE AT THE SAME ELEVATION. ROADWAY ELEVATION VIEW: BOTTOM TETHER INSTALLATION WASHER, FENDER 5/16" X 1-1/4" OD STAINLESS UNIVERSAL STABILIZER BAR, ALUMINUM, 4" X 1.5", FOR 5/16" BOLT (2) HEX NUT, 5/16"-18 STAINLESS LOCK WASHER, SPLIT, 5/16" STAINLESS HARDWARE KIT, TRI-STUD, 5/16"-18, STAINLESS WASHER & HARDWARE THE RADIUS OF THE GROOVE IS XXX BOLT, HEX HEAD TAP, 5/16"-18 X 1 1/2", STAINLESS TETHER SPAN WIRE (1/4" GALV. STEEL STRAND MIN.) WITH ARMOR ROD HANGER BODY, TRI-STUD, 5/16"-18 NC, ALUM. DETAIL "C": TETHER ASSEMBLY TRI-STUD BREAK-A-WAY DETAIL "D": BREAK-AWAY TETHER ASSEMBLY FOR BOTTOM OF SIGNAL HEAD 3.00" LOCK/JAM NUT 1.12" TYP.16" TYP 1/2" 6" TAKEUP MIN. 3.28" 4" COTTER KEY 5.38" BOTTOM TETHER BREAKAWAY LINK NOT TO SCALE BREAKAWAY TURNBUCKLE LINK TURNBUCKLE DETAIL COTTER KEY MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG305B.dgn Rev. 02/06/18 PLAN DATE SIG-305-B SHEET 3 of 5
127 SPAN WIRE CLAMP #6 COPPER MIN. GROUNDING WIRE FROM OVERHEAD WEATHERHEAD SPAN WIRE SPLIT BOLT 1 1/2" GALV. STEEL PIPE PREFORMED DEAD END BAIL THIMBLE R Y G SPLIT BOLT TURNBUCKLE REFER TO BREAK-AWAY TETHER ASSEMBLY SEE DETAIL "C" INSTALL THE TETHER WIRE WITH 500 TO 750 LBS. TENSION PREFORMED DEAD END BAIL THIMBLE EYEBOLT BREAKAWAY LINK SEE DETAIL "D" POLE CLAMP BOTTOM TETHER SPAN WIRE STEEL POLE CONNECTION THIMBLE SPAN WIRE CLAMP PREFORMED DEAD END BAIL SPAN WIRE SPLIT BOLT 1 1/2" GALV. STEEL PIPE R Y G SPLIT BOLT #6 COPPER MIN. TO GROUNDING ROD IN WOOD OR PLASTIC MOULDING TURNBUCKLE REFER TO BREAK-AWAY TETHER ASSEMBLY SEE DETAIL "C" INSTALL THE TETHER WIRE WITH 500 TO 750 LBS. TENSION PREFORMED DEAD END BAIL THIMBLE EYEBOLT BREAKAWAY LINK SEE DETAIL "D" 5/8" DA BOLT BOTTOM TETHER SPAN WIRE WOOD POLE CONNECTION NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG305B.dgn Rev. 02/06/18 PLAN DATE SIG-305-B SHEET 4 of 5
128 EXTENDER OPTION 8", 11", 19", 24", & 72" (CUT TO LENGTH) NOTES 1. BREAKAWAY LINK AND TURNBUCKLE ARE REQUIRED AT BOTH ENDS OF ALL BOTTOM TETHER SPANS, IF BREAKAWAY LINK BEGINS TO YIELD DURING INSTALLATION, IT SHALL BE REMOVED AND REPLACED. THE WIRE TENSION SHALL BE ADJUSTED TO MINIMIZE MOVEMENT OF SIGNAL HEADS IN HIGH WINDS. TYPICAL TENSION IS 500 TO 750 LBS. 2. INSTALL GROUND WIRE AT BOTH ENDS OF TOP AND BOTTOM TETHERING. 3. IF SIGNAL ORIENTATION IS NOT PERPENDICULAR TO SPAN AND TETHER WIRE, THEN USE AN ANCHOR EXTENSION. CLAMP ASSEMBLY MUST BE ATTACHED TO THE FLAT SIDE OF THE EXTENDER BAR. 4. BREAKAWAY LINK SHALL YIELD AT 3325 LBS OF TENSION. 5. TETHER WIRE SHALL BE 7-STRAND ASTM A475 HS 1/4 INCH. ON ALL SPANS, INSTALL TETHER HORIZONTALLY. MAINTAIN CLEARANCE OF 17' OVER ROADWAY. 6. GROUNDING WIRE ANCHOR HEIGHT TO THE SPAN WIRE IS ADJUSTED IN THE FIELD BEFORE BREAKAWAY LINK IS INSTALLED. GROUNDING WIRE LENGTH SHALL BE ADJUSTED SO THAT THE MINIMUM VERTICAL CLEARANCE OF THE SAGGING TETHER WIRE ABOVE THE PAVEMENT WITHOUT THE BREAKAWAY LINK INSTALLED IS AT LEAST 14'. GROUNDING WIRE SHALL CONTAIN ENOUGH SLACK FOR HEAD TO SWAY IN HIGH WINDS. GROUNDING WIRE SHALL BE ATTACHED TO THE SPAN WIRE USING A TINNED COPPER SPLIT BOLT. 7. TRAFFIC SIGNAL HOUSING REINFORCEMENT PLATES ARE REQUIRED WHEN TETHERING. A. TOP TETHERING REQUIRES REINFORCEMENT PLATES AT THE TOP OF THE POLYCARBONATE HOUSING. (2 PLATES TOTAL) B. BOTTOM TETHERING REQUIRES REINFORCEMENT PLATES AT THE TOP AND BOTTOM OF POLYCARBONATE HOUSING. (4 PLATES TOTAL) C. BOTTOM TETHERING 5-SECTION HEADS REQUIRES REINFORCEMENT PLATES ON THE TOP AND BOTTOM OF THE POLYCARBONATE HOUSING (8 TOTAL) AND AN ALUMINUM TRI-STUD UPPER ARM ASSEMBLY IN PLACE OF THE BOTTOM BRACKET. D. IF POLYCARBONATE HOUSING CONNECTS TO AN ALUMINUM CASE SIGN, REINFORCEMENT PLATES MUST BE USED AT THE CONNECTION. NOT TO SCALE MICHIGAN DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAYS DELIVERY STANDARD PLAN FHWA APPROVAL DATE File: RefDoc/TR/Signals/Web/Sp Det/Fin/SIG305B.dgn Rev. 02/06/18 PLAN DATE SIG-305-B SHEET 5 of 5
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