Office of Traffic Operations Signal Design Reference Packet

Transcription

1 Office of Traffic Operations Signal Design eference Packet ev5 07/15/2016 Contents The purpose of this packet is to provide guidance on designing and reviewing traffic signal plans. The format, legends, TEM tables/charts, page layouts, and sample details presented shall be used and followed as shown. Additionally, auto table/cadig shall be used to fill in all tables. Failure to provide in such format may result in submittals not being approved. eferences for Traffic Signal Design Projects Detailed Design eview Submission Stages Signal Design/eview Checklist Traffic Signal Plan o Traffic Signal eneral Notes o Plan View o Plan Details o Coordination Plan o Subsummary Calculation Tables o Calculation Spreadsheets Notes to the Designer o Clearance Intervals o Conduit Sizing o Mast Arm Pole Height o Mast Arm Design No o Two Arm Design No Typical Signal Head Placements Design files and spreadsheets are available for download and use on the Office of Traffic Operations website: SignalDesigneferencePacket.aspx Page 1 of 27

2 EFEENCES FO TAFFIC SINAL DESIN POJECTS ODOT Signals Documents and Publications Office of Traffic Operations Handbook* Traffic Authorized Products List (TAP)* ODOT Qualified Products List (QPL) Traffic Academy Ohio Manual of Uniform Traffic Control Devices (OMUTCD) 2012 Ed. Part 4, Highway Traffic Signals Part 5, Traffic Control Devices for LowVolume oads Part 6, Temporary Traffic Control (corrected page numbers for Chapters 6H and 6I 1/31/12) Part 7, Traffic Control for School Areas Part 8, Traffic Control for ailroad and Light ail Transit rade Crossings Part 9, Traffic Control for Bicycle Facilities Traffic Engineering Manual (TEM) Part 4 Signals Part 12 Zones and Traffic Engineering Studies Part 13 Intelligent Transportation Systems (Fiber Optics) Sign Designs and Markings Manual (SDMM) Construction & Material Specifications* 632 Traffic Signal Equipment 633 Traffic Signal Controllers 732 Traffic Signal Material 733 Traffic Signal Controller Material Supplements 1063 Signal Construction Personnel equirements (631, 632, 633) 1076 Conflict Monitors for Use with Model 2070 Controllers/Cabinets Supplemental Specifications 800 evisions to CMS 819 ailroad Preemption Interface 804 Fiber Optic Cable and Components 903 PS Clock Assembly 805 PS Clock Assembly 904 Fiber Optic Cable and Components 809 ITS Devices and Components 906 Spread Spectrum adio 815 Spread Spectrum adio 907 Video Detection System 816 Video Detection System 919 ailroad Preemption Interface Standard Construction Drawings Highway Lighting (HL) HL10.11 HL10.12 HL30.11 HL30.21 HL30.22 HL60.11 Standard Construction Drawings Maintaining Traffic (MT) MT96.26 MT Standard Construction Drawings Traffic Control (TC) TC21.20 TC22.10 TC22.20 TC41.20 TC42.20 TC81.10 TC81.21 TC82.10 TC83.10 TC83.20 TC84.20 TC84.21 TC85.10 TC85.20 TC85.21 TC85.22 TC86.10 Traffic Signal Plan Insert Sheets (PIS) Protective Coating of Overhead Sign Support Sections Controller Cabinet enerator Power Panel Battery Backup System (BBS) enerator Power Panel Prepare to Stop When Flashing (PTSWF) Sign Installation Sepac and ASC/3 Input File Information for 332 and 336 Cabinets Typical Pole Entrance Fitting Aerial Cable Placement Methods Cable Storage Details I Cable Storage Details II Miscellaneous Fiber Optic Details Typical Loose Tube Cable Installation Cable Construction adio Interconnect Details Uninterruptible Power Supply (UPS) and Controller Cabinet Foundation Uninterruptible Power Supply (UPS) Foundation etrofit Breakaway Transformer Base Connector Design Diamond Interchange 3Phase Operation Diamond Interchange 4Phase Operation Traffic Standard Drawings (Available upon request to the Office of Traffic Operations) Strain Pole and Mast Arm Camera Mount Location & Design Manual Volume 1 oadway Design Location & Design Manual Volume 2 Drainage Design Location & Design Manual Volume 3 Highway Plans *Note: efer to the most current version. Page 2 of 27

3 DETAILED DESIN/EVIEW SUBMISSION STAES SCOPE Is consultant prequalified for basic and/or signal system design? Were the plans reviewed, submitted and stamped by the prequalified individual? Developer Signal Agreement (Completed and Accepted) Village Signal Permit (Documentation and Approvals) Does the project involve any if the following: Emergency Vehicle Preemption ail oad Coordination/Preemption Coordinated with ail Commission PTZ Cameras HAWK Signals STAE 1 Title Sheet Plan and Profile Sheets Signal Warrants Signal Pole Locations Conceptual Maintenance of Traffic evised Systems Engineering Analysis for Intelligent Transportation Systems (ITS) Projects (TEM 13013) Proprietary Item Approval(s) Coordination with Utilities (If poles are to be used for interconnect) Determine type of detection (radar, video, loops) STAE 2 Title Sheet Maintenance of Traffic Sequence of Operations evised Systems Engineering Analysis for Intelligent Transportation Systems (ITS) Projects (TEM 13013) Signal Plan Sheets Base plan drawn to scale of 1:20 including: oadway base lines Underground and overhead utilities Overhead power lines should include their voltage Check stop bar locations with WB62 turning template Traffic signal pole locations and skew angles, if required Identify reference numbers for all poles Signal head locations and direction; Identify the following: Signal heads having turn arrow lenses Louvers or special optically programmed features Signal head sizes eference numbers for all signal heads Signal controller location and orientation Detector Locations adar detection chart Traffic signal detector chart (Form 4964) Underground conduit and pull boxes Overhead sign locations, whether on signal spans, mast arms, or located on separate supports Check cross sections for placement of poles/cabinets (in a ditch, with a steep slope, etc.) Legend for symbols used Pavement marking pertinent to the signal operation Signal phasing diagram, method of addressing yellow trap (where applicable) or field hookup chart (see Forms and 49620) and signal timing (see Forms 4963 and 4965 for typical signal timing charts) Handicap ramp locations ightofway lines Corporation lines Any existing features to be incorporated into the new signal. Location of Power Service Any decision to reuse equipment must be based on a field check of the structural integrity and condition of the devices and agreement with the maintaining agency. Other physical features within the intersection and sidewalk area which may conflict with traffic flow, pedestrian flow, or sight distance Synchro files Design Calculations (use ODOT spreadsheets) Clearance Intervals Pedestrian ellow All ed Conduit Sizing Pole loading calculations/swiss/mast Arm (TEM) Mast arm attachment height calculations ITS Plan Sheets Fiber Optic Cable Cost Estimate STAE 3 Systems Engineering Analysis for Intelligent Transportation Systems (ITS) Projects (TEM 13013) Signal Plan Sheets eneral Notes Estimated quantities Special details Pole orientation chart Wiring diagram; Shall indicate the following: Type of cable Number of conductors connecting each signal head, pedestrian head, detector, push button, etc. Coordination timing (Shall be in seconds) Timing summary (coordination) ailroad preemption Interconnection Cost Estimate Page 3 of 27

4 SINAL DESIN/EVIEW CHECKLIST SUPPLEMENTAL SPECS Number Title 800 evisions to the 2013 Construction and Material Specifications [Date 8 weeks before letting] 804 Fiber Optic Cable and Components 805 PS (lobal Positioning System) Clock Assembly [Project w/ alternative to time base coord] 809 Intelligent Transportation System (ITS) Devices and Components 815 Spread Spectrum adio (Serial adios) 816 Video Detection System 819 ailroad Preemption Interface 903 PS (lobal Positioning System) Clock Assembly [For use on all projects using SS 805] 904 Fiber Optic Cable and Components 906 Spread Spectrum adio 907 Video Detection System 919 ailroad Preemption Interface STANDAD CONSTUCTION DAWINS (TPICAL) Number Title HL10.11 Light Pole Styles HL10.12 Light Pole Details HL30.11 Pull Box Details I HL30.21 oadway Conduit Details I HL30.22 oadway Conduit Details II HL60.11 Pole Wiring I MT96.26 Typical Wiring Diagram for One Signal Head and One Detector MT New Signal Activation TC21.20 Foundations TC22.10 Miscellaneous Overhead Sign Support Details TC22.20 Sign Attachment Assemblies TC41.20 ielding Post TC42.20 Typical Flat Sheet Sign Placement TC81.10 Strain Pole Details TC81.21 Single Arm Overhead Signal Support TC82.10 Vehicle Detector Installation Details TC83.10 Pole Mountings for Controllers and Power Service TC83.20 Cabinet Foundations and Pedestals TC84.20 Messenger Wire Details I TC84.21 Messenger Wire Details II TC85.10 Pole Mountings for Signal Heads TC85.20 Overhead Signal Attachment Mast Arm TC85.21 Signal Tether Attachment TC85.22 Overhead Signal Attachments, Span Wire TC86.10 ailroad Preemption Interface Panel PLAN INSET SHEETS Number Title Protective Coating of Overhead Sign Support Sections Controller Cabinet enerator Power Panel Battery Backup System (BBS) enerator Power Panel Prepare to Stop When Flashing (PTSWF) Sign Installation Sepac and ASC/3 Input File Information for 332 and 336 Cabinets Typical Pole Entrance Fitting Aerial Cable Placement Methods Cable Storage Details I Cable Storage Details II Miscellaneous Fiber Optic Details Typical Loose Tube Cable Installation Cable Construction adio Interconnect Details Uninterruptible Power Supply (UPS) and Controller Cabinet Foundation Uninterruptible Power Supply (UPS) Foundation etrofit Breakaway Transformer Base Connector Design Diamond Interchange 3Phase Operation Diamond Interchange 4Phase Operation TAFFIC STANDAD DAWINS Number Title TBD Strain Pole and Mast Arm Camera Mount FHWA POPIETA EQUIPMENT APPOVALS (FO ODOT USE ONL) Type Title Cellular Modem Sierra Wireless 3 Airlink aven X Cellular Modem Sierra Wireless 4 Airlink X440 Detector Wavetronix Matrix (Model SS225) Detector Wavetronix Smartsensor Advance (Model SS200E) Page 4 of 27

5 SINAL DESIN/EVIEW CHECKLIST TEM ENEAL NOTES (TPICAL) Number Name 4422 Power Supply for Traffic Signals 4423* Signal Activation emoval of Traffic Signal Installation Interconnect Cable, Misc.: (by Size), with Support Messenger, As Per Plan Loop Detector Units, by Type, As Per Plan 4427 Detection Maintenance 4428* Work Inspection Loop Detector LeadIn Cable, Direct Burial Combination Signal Support, Type TC81.21 and Sign Support, TC (with Light Pole Extension) , Combination Strain Pole, Type TC81.10 and Sign Support. TC (with Light Pole Extension) Strain Pole and Pedestal Foundation Elevations Vehicular Signal Head, LED, Black, (By Type), With Backplate, As Per Plan Covering of Vehicular Signal Head 44215* uarantee Alternate Bid Item Pedestrian Signal Head (LED), (Countdown), Type D2, As Per Plan elamp Existing Signal Section with LED Module, By Lens Type, As Per Plan Controller Unit, Type 2070E with SEPAC Software, with Cabinet, (By Type), As Per Plan Controller Unit, Type TS2/A2, with Cabinet, Type TS2, As Per Plan Preemption Preemption eceiving Unit Preemption Detector Cable Preempt Phase Selector Preempt Confirmation Light, LED Pull Box, 24 X 35 X Pole Entrance Fitting 44232* rounding and Bonding Underdrains for Pullboxes Uninterruptible Power Supply (UPS), Battery eplacement Uninterruptible Power Supply (USP), 1000 Watt, As Per Plan Signal Support Foundation Signal Support, Mechanical Damper for TC81.21 Mast Arm (reater Than 59 in Length), As Per Plan Signal Support, (By Type), As Per Plan Signalization, Misc.: Unlash and elash Messenger Wire Advance adar Detection StopBar adar Detection eneral Electrical equirements for SolarPowered Devices 64242* Maintenance of Traffic Signal/Flasher Installation SPECIALT NOTES Number OTO OTO TEM FOMS AND FIUES Number Name Signal Operation Changed 633 Communications, As Per Plan Name Traffic Signal Controller Timing Chart for Actuated Signals Traffic Signal Detector Chart adar Detection Chart Coordination Timing Chart Field Wiring HookUp Chart Vehicular/Ped Volume Chart Plan Details for Strain Poles Plan Details for Signal Supports Arm Lengths Plan Details for Signal Supports Mast Arm Orientation Wiring Diagram Phasing Diagram DESINE NOTES: FO OTO NOTES, PLEASE CONTACT THE OFFICE OF TAFFIC OPEATIONS. AS PE PLAN NOTES AND ITEMS AE USED WHEN MODIFICATIONS AE MADE TO THE BASE ITEM/STANDAD NOTE. TPICAL EXTENSION NUMBES AE 1 HIHE THAN THE OIINAL ITEM. CHECK CONSTUCTION ITEM MASTE FO EXACT NUMBES. * Designates EQUIED Signal Notes Page 5 of 27

6 SINAL DESIN/EVIEW CHECKLIST PA ITEMS (TPICAL) Item Ext. Unit Description SQ FT Curb amp EACH Connection, Fused Pull Apart EACH Connection, Unfused Permanent 625 VAIES EACH Bracket Arm, XX', As Per Plan 625 VAIES FT No. XX AW 600 Volt Distribution Cable 625 VAIES FT No. XX AW Pole And Bracket Cable FT Conduit, 2", FT Conduit, 3", FT Conduit, 4", FT Conduit, Jacked Or Drilled, (Specify Size) EACH Luminaire, Conventional, 250w HPS, 120 Volt, As Per Plan FT Trench EACH Pull Box, , 18" EACH Pull Box, , 24" EACH round od 632 VAIES EACH Vehicular Signal Head, (LED), Black, XSection, 12" Lens, 1Way, Polycarbonate With Backplate, As Per Plan EACH Pedestrian Signal Head (LED), (Countdown), Type D2, As Per Plan EACH Covering Of Vehicular Signal Head EACH Covering Of Pedestrian Signal Head EACH Pedestrian Pushbutton, As Per Plan EACH Detector Loop 632 VAIES FT Signal Cable, X Conductor, No. X AW EACH Signal Support Foundation EACH Pedestal Foundation FT Loop Detector LeadIn Cable 632 VAIES FT Power Cable, X Conductor, No. X AW 632 VAIES FT Service Cable, X Conductor, No. X AW EACH Power Service, As Per Plan 632 VAIES EACH Signal Support, Type TC81.21, Design XX, As Per Plan 632 VAIES EACH Combination Signal Support, Type TC81.21, Design XX, As Per Plan EACH Signal Support, Mechanical Damper For Tc81.21 Mast Arm (reater Than 59 In Length) 632 VAIES EACH Strain Pole, Type TC81.10, Design XX 632 VAIES EACH Combination Strain Pole, Type TC81.10, Design XX, As Per Plan 632 VAIES EACH Pedestal, X', Transformer Base EACH emoval Of Traffic Signal Installation, As Per Plan EACH Controller Unit, Type TS2/A2, With Cabinet, Type TS2, As Per Plan EACH Controller Unit, Type TS2/A2, With Cabinet, Type TS EACH Controller Unit, Type 2070E, With Cabinet, Type 332, As Per Plan PA ITEMS (TPICAL) EACH Controller Unit, Type 2070E, With Cabinet, Type 336, As Per Plan EACH Cabinet Foundation EACH Controller Work Pad EACH Communications, As Per Plan EACH Flasher Controller EACH Uninterruptible Power Supply (UPS), 1000 Watt, As Per Plan FT Fiber Optic Cable, 18 Fiber FT Fiber Optic Cable, 24 Cable FT Fiber Optic Cable, 48 Cable FT Fiber Optic Cable, Armored, 18 Fiber FT Fiber Optic Cable, Armored, 24 Fiber FT Fiber Optic Cable, Armored, 36 Fiber FT Fiber Optic Cable, Armored, 48 Fiber EACH Fiber Optic Patch Cord, 2 Fiber EACH Termination Panel, 12 Fiber EACH Termination Panel, 24 Fiber EACH Termination Panel, 36 Fiber EACH Termination Panel, 48 Fiber EACH Splice Enclosure EACH lobal Positioning System Clock Assembly EACH Closed Loop Arterial Traffic Signal System EACH Centrally Controlled Arterial Traffic Signal System EACH Highway ail/traffic Signal PreEmption EACH Traffic Signal System With Emergency Vehicle PreEmption EACH Traffic Signal System With Transit Priority EACH Adaptive Traffic Signal Control System EACH SideFired adar Detector EACH Advance adar Detection EACH StopBar adar Detection EACH StopBar And Advance adar Detection EACH Spread Spectrum adio Note: Pay Items listed are TPICAL. o to the ODOT Item Master for complete list. DESINE NOTE: PLANS THAT INCLUDE FIBE OPTIC CABLE SHALL BE SUBMITTED TO OTO ITS SECTION FO EVIEW Page 6 of 27

7 TPICAL SINAL NOTES (TEM 442 & 642): SPECIALT SINAL NOTES: CALCULATED CHECKED 4422 POWE SUPPL FO TAFFIC SINALS COVEIN OF VEHICULA SINAL HEAD 44232* OUNDIN AND BONDIN OTO SINAL OPEATION CHANED 4423* SINAL ACTIVATION 44215* UAANTEE UNDEDAINS FO PULLBOXES OTO 633 COMMUNICATIONS, AS PE PLAN EMOVAL OF TAFFIC SINAL INSTALLATION 632 INTECONNECT CABLE, MISC.: (B SIZE), WITH SUPPOT MESSENE, AS PE PLAN 632 LOOP DETECTO UNITS, B TPE, AS PE PLAN ALTENATE BID ITEM 632 PEDESTIAN SINAL HEAD (LED), (COUNTDOWN), TPE D2, AS PE PLAN 632 ELAMP EXISTIN SINAL SECTION WITH LED MODULE, B LENS TPE, AS PE PLAN UNINTEUPTIBLE POWE SUPPL (UPS), BATTE EPLACEMENT 633 UNINTEUPTIBLE POWE SUPPL (UPS), 1000 WATT, AS PE PLAN 632 SINAL SUPPOT FOUNDATION * DESINATES EQUIED SINAL NOTES T:\CO\Adm in\docum ents\signal Design eference Packet\ev 5_071516\01_Traffic Control eneral Notes 01.dgn Sheet 9/27/2016 1:23:22 PM sm arik * DETECTION MAINTENANCE WOK INSPECTION 632 LOOP DETECTO LEADIN CABLE, DIECT BUIAL 632 COMBINATION SINAL SUPPOT, TPE TC81.21 AND SIN SUPPOT, TC(WITH LIHT POLE EXTENSION) 632 COMBINATION STAIN POLE, TPE TC81.10 AND SIN SUPPOT, TC(WITH LIHT POLE EXTENSION) STAIN POLE AND PEDESTAL FOUNDATION ELEVATIONS 632 VEHICULA SINAL HEAD, LED, BLACK, (B TPE), WITH BACKPLATE, AS PE PLAN CONTOLLE UNIT, TPE 2070E WITH SEPAC SOFTWAE, WITH CABINET, (B TPE), AS PE PLAN CONTOLLE UNIT, TPE TS2/A2, WITH CABINET, TPE TS2, AS PE PLAN 633 PEEMPTION 633 PEEMPTION ECEIVIN UNIT 633 PEEMPTION DETECTO CABLE 633 PEEMPT PHASE SELECTO 633 PEEMPT CONFIMATION LIHT, LED PULL BOX, 24" X 35" X 26" 632 POLE ENTANCE FITTIN * 632 SINAL SUPPOT, MECHANICAL DAMPE FO TC81.21, MAST AM (EATE THAN 59' IN LENTH), AS PE PLAN 632 SINAL SUPPOT, (B TPE), AS PE PLAN 632 SINALIZATION, MISC.: UNLASH AND ELASH MESSENE WIE 809 ADVANCE ADA DETECTION 809 STOPBA ADA DETECTION ENEAL ELECTICAL EQUIEMENTS FO SOLA POWEED DEVICES MAINTENANCE OF TAFFIC SINAL/FLASHE INSTALLATION DESINE NOTE: AN SPECIALT, NEWL CEATED, O MODIFIED NOTES FOM THOSE LISTED IN THE TEM SHALL BE EVIEWED, ACCEPTED, AND/O POVIDED B THE OFFICE OF TAFFIC OPEATIONS. Page 7 of 27 TA FFIC SI NA L ENEA L NO TES

8 CALCULATED CHECKED MODEL 332 CABINET DETAIL (TP.) DESINE NOTE: CAN BE MODIFIED AS NEEDED TO MATCH DISTICT PEFEENCES. UPS FOUNDATION DETAIL UPS WOK PAD DETAIL T:\CO\Adm in\docum ents\signal Design eference Packet\ev 4_011516\02_Traffic Control eneral Notes 02.dgn 13JAN2016 1:45PM sm arik 8" CABINET ISE 4" CONCETE EX. CABINET FOUNDATION NOTES: 1) THE SIZE OF THE UPS FOUNDATION MA VA BASED ON THE CABINET SIZE POVIDED. 2) UPS FOUNDATION ELEVATION SHOULD MATCH CABINET FOUNDATION ELEVATION. 3) THE UPS CABINET SHALL BE MOUNTED FLUSH UP AAINST THE SINAL CABINET AND SEALED. 4) CONDUIT AND WIIN FOM THE SINAL CABINET TO THE UPS SHALL BE INSTALLED THOUH THE CABINET ISE. ELEVATION SIDE VIEW OUND LINE 36" TS2 SIZE 6/7 CABINET DETAIL (TP.) CABINET FOUNDATION DETAIL ELEVATION 12" CABINET SIDE VIEW ISE 4" CONCETE OUND LINE 36" CABINET FOUNDATION FONT 36" SIDE UPS EA 32" VA. VA. 96" 30" 36" NOM. 30" 36" 32" NOM. 42" FONT 24" PB SIDE UPS EA PLAN VIEW CABINET & WOK PAD DETAIL 36" 69" TS2 UPS CABINET SIZE 6/7 DOO HINES PLAN VIEW 36" 36" DOO HINES SEPAATE BID ITEMS: TA FFIC SI NA L ENEA L NO TES 633 CABINET ISE 633 CONTOLLE WOK PAD, AS PE PLAN 633 CABINET FOUNDATION, AS PE PLAN 633 UNINTEUPTIBLE POWE SUPPL (UPS) 633 CONTOLLE UNIT, TPE, WITH CABINET, TPE Page 8 of 27

9 PEDESTIAN SINS SINAL HEADS N STAT COSSIN Watch For Vehicles DON'T STAT Finish Crossing FLASHIN If Started TIME EMAININ TIME To Finish Crossing STEAD DON'T COSS PUSH BUTTON TO COSS 103E9 # LEFT AOWS # IHT AOWS 9318 # EACH USE COSSWALK 93BP18 # LEFT AOWS # IHT AOWS ITEMS EQUIED IN PLAN VIEW 20 SCALE CHECK STOP BA LOCATIONS WITH WB62 TUNIN TEMPLATE DETECTOS/DETECTION ZONES LABEL DETECTOS B ASSOCIATED PHASE (D2A, D2B, D6A, D6B, ETC.) 5 PEDESTIAN HEADS (LED, COUNTDOWN, TPE D2) 2A, 2B, 6A, 6B 1, 5 4A, 8A 0 20 CALCULATED HOIZONTAL SCALE IN FEET CHECKED LABEL DETECTO ZONES B TPE AND ASSOCIATED PHASE ( LDZ2A, LDZ2B, LDZ6, ETC. FO LOOPS, DZ2A FO ADA, AND VDZ2A FO VIDEO) ALL MOVEMENTS SHALL BE ACTUATED T:\CO\Adm in\docum ents\signal Design eference Packet\ev 5_071516\03_Traffic Signal Plan 01.dgn Sheet 9/27/2016 2:33:52 PM sm arik PULLBOX TABLE PULL BOX STATION SIDE OFFSET SIZE (IN.) # SINAL HEADS WITH COECT PLACEMENT (SEE SAMPLE SINAL HEAD PLACEMENTS PE OTO DAWIN) LABELED B ASSOCIATED PHASE: 2A, 2B, 4A, 4B, 6A, ETC. SPECIF TPE: 12" LED WITH BACKPLATE SPECIF VISO TPE: CUTAWA O OPEN BOTTOM TUNNEL SPECIF COLO: BLACK O ELLOW PEDESTIAN FACILITIES (ADA COMPLIANT) PEDESTAL/PUSHBUTTON CONFIUATION LABEL PEDESTAL SUPPOTS AS PS# NUMBE WITH THE NW CONE = 1, SW=2, NE=3, SE=4. FO CONFIUATIONS WITH ONL 2 O 3 SUPPOT POLES, NUMBE ACCODINL FOLLOWIN THE SAME ODE (EX. IF NW CONE IS MISSIN, SW=1) CUB AMPS (NOTE: COSSWALKS CANNOT SHAE AMPS) SINAL SUPPOTS LABELED AS SP# NUMBE STAIN POLES ACCODIN TO SWISS OUTPUT DIAAM. FO MAST AMS, NUMBE WITH THE NW CONE = 1, SW=2, NE=3, SE=4. FO CONFIUATIONS WITH ONL 2 O 3 SUPPOT POLES, NUMBE ACCODINL FOLLOWIN THE SAME ODE. LOCATED WITH THE FOLLOWIN CONSIDEATIONS: WITHIN THE /W EMOVED FOM LOCATION OF DITCHES O DAINAE AEAS OUTSIDE THE L&D MANUAL'S CLEA ZONE EQUIEMENTS PEDESTIAN PUSHBUTTON ACCESS AND PEDESTIAN SINAL VIEWIN ANLE UNDEOUND OBSTUCTIONS OVEHEAD OBSTUCTIONS (NOTE: THE UTILIT COMPANIES EQUIE DIFFEENT CLEAANCES BETWEEN THE POLE AND THEI POWE LINES BASED ON THE VOLTAE LEVELS CAIED ON THE OVEHEAD LINES.) AE NEW SUPPOTS LOCATED AT LEAST 5 FEET FOM EXISTIN SUPPOTS TO BE EMOVED? EXISTIN & POPOSED W LOCATION OF POWE SEVICE IDENTIFIED CONDUITS & PULLBOXES INCLUDE SIZE, LENTH, AND NUMBE & TPE OF CONDUCTOS WITHIN SHOULD HAVE SEPAATE FO LIHTIN CICUITS PLAN VIEW DESINE NOTES: SELECT APPOPIATE SINAL HEAD(S) PE PLAN DESIN EMOVE UNUSED CONFIUATIONS FOM PLAN SHEET 4B, 8B LEEND TAFFIC SINAL, 3 UNIT HEAD, 12" TAFFIC SINAL, 3 UNIT HEAT, 12" WITH AOWS TAFFIC SINAL, 4 O 5 UNIT HEAD, 12" SINAL SUPPOT POLE PEDESTIAN SINAL PEDESTIAN PUSH BUTTON PEDESTAL SUPPOT LUMINAIE, CONVENTIONAL CONTOLLE CABINET AND WOK PAD (332) CONTOLLE CABINET AND WOK PAD (TS2) TAFFIC PULL BOX VIDEO DETECTION CAMEA DILEMMA ZONE ADA DETECTION UNIT STOP BA ADA DETECTION UNIT PTZ CAMEA ETHENET ADIO DETECTO LOOP DETECTION ZONE DETECTO COUNT POP D S EXIST D S Page 9 of 27 TA FFIC SI NA L PLA N &

10 SINAL TIMIN CHAT (TEM FOM 4963) PHASIN DIAAM (TPICAL) DESINE NOTE: LABEL ALL PHASES B DIECTION, PEDS AND OVELAP CALCULATED CHECKED INTESECTION: MAINTAININ AENC: 2 & 5 + OLA LEEND 4 & 7 + OLB STAT UP DUAL ENT: PHASES: EST IN ED: IN 1 IN 2 OLA VEHICLE STAT IN: TIME FO FLASH O ALL ED: FIST PHASE(S): OVELAP A B C D 05 PEMITTED PEDESTIAN OLB COLO DISPLAED: PHASES 02 INTEVAL O FEATUE CONTOLLE MOVEMENT NO. INTESECTION MOVEMENT (PHASE) & 5 + OLA 2 & 6 (ECALL) 3 & 7 + OLB 4 & 8 T:\CO\Adm in\docum ents\signal Design eference Packet\ev 4_011516\04_Traffic Signal Plan Details 01.dgn 13JAN2016 2:18PM sm arik DIECTION MINIMUM EEN (INITIAL) (SEC.) OLA 07 ADDED INITIAL *(SEC./ACTUATION) MAXIMUM INITIAL (SEC.) 05 PED B 06 OLB PASSAE TIME (PESET AP) (SEC.) 02 PED A TIME BEFOE EDUCTION *(SEC.) 01 MINIMUM AP *(SEC.) TIME TO EDUCE *(SEC.) 1 & & 8 MAXIMUM EEN I (SEC.) MAXIMUM EEN II (SEC.) ELLOW CHANE (SEC.) ALL ED CLEAANCE (SEC.) 06 WALK (SEC.) DESINE NOTE: PEDESTIAN CLEAANCE (SEC.) MAXIMUM (ON/OFF) 01 MAINLINE PHASES = 2 & 6 ECALL MINIMUM (ON/OFF) PEDESTIAN (ON/OFF) MEMO (ON/OFF) *VOLUME DENSIT CONTOLS NOTES: ALL MOVEMENTS SHALL BE ACTUATED. THE PIMA THU MOVEMENT SHOULD HAVE MIN ECALL ACTIVE TO EST IN EEN. FO POTECTED/PEMISSIVE PHASES, IMPLEMENT CALL OMITS TO AVOID ELLOW BALL TAP. ENABLE 3 & 7 DETECTO SWITCHIN TO ALLOW 3 & 7 TO EXTEND 4 & 8 WHEN ALLOCATED EEN TIME FO LEFT TUN PHASES AE EXHAUSTED. ENABLE DETECTO SWITCHIN TO EXTEND 4 & 8 WITH 3 & 7 LOOPS ONCE LEFT TUN PHASES AE EXHAUSTED. COUNTDOWN PEDESTIAN SINALS SHALL O TO ZEO ON ELLOW PE OMUTCD FIUE 4E2. ADA DETECTION UNITS FO DILEMMA ZONE DETECTION SHALL PLACE A CONSTANT CALL TO THE CONTOLLE WHEN VEHICLES TAVEL TIMES TO THE STOP BA AE BETWEEN 2.5 AND 6 SECONDS. SPEED TIE SHALL BE SET FO VEHICLES TAVELIN 35 MPH AND EATE. ADA SHALL HAVE QUEUE DETECTION CONFIUED AND A ZONE PLACED AT FEET FOM STOP BA FO SLOW MOVIN VEHICLE EXTENSIONS. SPEED TIE SHALL BE SET AT 135 MPH. ALL DETECTO DELAS SHALL BE PLACED IN THE CONTOLLE. DESINE NOTES: POWEHEAD STOP BA ADD EXTENSION/SECOND CA EC SECOND CA TAFFIC SINAL DETECTO CHAT (TEM FOM 4964) ADA DETECTION CHAT (TEM FOM 4964) LOOP DESINATION LOOP CONFIUATION** SIZE (FT.) PULSE O PESENCE DELA (SEC.) EXTENSION (SEC.) CONNECT TO DETECTO UNIT (UNITCHANNEL) ASSOCIATED CONTOLLE PHASE TEMINAL NO.* * FO 332/336 CABINET ** CONFIUATIONS: POWEHEAD (P), QUADUPOLE (Q), ANULA DESIN DETECTO (ADD), O ECTANULA (); PE TC PED C PED D DETECTION ZONE MOVEMENT PULSE O PESENCE ASSOCIATED PHASE DELA IN CONTOLLE (SEC) DELA INHIBIT PHASE PUPOSE DETECTION ZONE LENTH (FT) NOTE: DILEMMA ZONE SPEED THESHOLD >30 MPH 08 Page 10 of 27 TA FFIC SI NA L PLA N DETAILS &

11 DESINE NOTE: 5 SECTION HEADS MUST BE CENTEED ON ELLOW BACKET AM, AS PE PLAN PE HL X DILEMMA ZONE ADA DETECTION TPICAL PLACEMENT CALCULATED CHECKED T:\CO\Adm in\docum ents\signal Design eference Packet\ev 5_071516\05_Traffic Signal Plan Details 02 Mast Arm.dgn Sheet 9/27/2016 2:40:46 PM sm arik IID MOUNTED SINAL HEADS EFLECTIVE BACKPLATE DILEMMA ZONE ADA DETECTION TPICAL PLACEMENT DESINE NOTE: ADD PEDESTAL INFOMATION TO TABLE IF APPLICABLE SUPPOT NO. STATION OFFSET SINAL HEADS SHALL BE LEVEL WITHIN 6" OF ONE ANOTHE ELEV. (A) CITICAL PAVEMENT ELEVATION L 17' MIN TO 19' MAX CLEAANCE L1 D1 SINAL SUPPOT ELEVATION (TPICAL) L2 L3 STOP BA ADA DETECTION TPICAL PLACEMENT ON MAST AM D2 ELEV. (B) TOP OF FOUNDATION 5 1.5' TP. AM HEIHT POLE HEIHT 10' POLE EXTENSION PE TC22.10 STOP BA ADA DETECTION TPICAL PLACEMENT ON SUPPOT POLE 3.5' TP. WITH POLE EXTENSION SUPPLEMENTAL SINAL HEADS SHALL BE MOUNTED AS PE TC85.10 ON THE SUPPOT POLE MAST AM TABLE (TEM FIUE & 38) PEDESTIAN SINAL HEADS, PUSH BUTTONS, AND ASSOCIATED SINS SHALL BE MOUNTED AS PE SCD TC85.10 ON THE SUPPOT POLE. TOP OF SINAL SUPPOT AND PEDESTAL FOUNDATIONS SHALL BE LEVEL WITH THE SIDEWALK ELEVATION WHEE ADA LANDINS AE ADJACENT; ELSEWHEE, FOUNDATIONS SHALL BE 2" (` 1") ABOVE ADE PE TC21.20 LEFT OF IHT OF MAST AM (INDEX) MAJO STEET OIENTATION ANLES MAST AM OIENTATION ANLE POLE OIENTATION ELEVATION SINAL SUPPOT DETAILS OIENTATION ANLES FOM MAST AM A B DESIN TPE DESIN NO. POLE HEIHT AM HEIHT L L1 L2 L3 D1 D2 X MAST AM OIENTATION ANLE INCEASIN STATIONIN MAST AM (INDEX) OIENTATION FT FT FT FT FT FT FT FT FT DE DE DE DE DE DE DE DE DE MAST AM A ANLE MAST AM B ANLE PEDESTIAN SINAL PEDESTIAN BUTTON POWE SEVICE CONTOLLE BACKET AM HANDHOLE ANLES CABLE ENTANCE 12" FOM TOP Page 11 of 27 TA FFIC SI NA L PLA N DETAILS &

12 PLAN DETAILS FO STAIN POLES (TEM FIUE 49836) CALCULATED CHECKED T:\CO\Adm in\docum ents\signal Design eference Packet\ev 5_071516\05_Traffic Signal Plan Details 02 Span W ire.dgn Sheet 9/27/2016 2:44:59 PM sm arik *SEE TEM SECTION 4418 INDEX LINE ANLE MAJO STEET IHT OF HANDHOLE ANLES ITEM POLE NOTES: ALL ANLES AE MEASUED CLOCKWISE. THE INDEX LINE OES THOUH THE CENTE OF THE HANDHOLE. POLE DIAAM ANLES HANDHOLE ITEM POLE INCEASIN STATIONS INDEX LINE ANLE SUPPLEMENTAL SINAL HEADS SHALL BE MOUNTED AS PE TC85.10 ON THE SUPPOT POLE. 6C ANLES (DE.) FOM INDEX LINE EFEENCE SHEET NO.* STATION & OFFSET* POLE NO. DESIN NO. POLE HEIHT (FT.) FOUNDATION ELEV.* SPAN WIE ATTACHED HEIHT* CABLE ENTANCE DISTANCE FOM TOP (IN.) INDEX LINE ANLE (DE.) PEDESTIAN SINALS PEDESTIAN PUSH BUTTONS CONTOLLE POWE SEVICE CABLE ENTANCE LUMINAIE BACKET INTECONNECT POLE SPLICE BOX 2" CAPPED FT. FT. DE. FT. FT. FT. FT. DE. 2B 2A 5 FT. DESINE NOTE: ADD PEDESTAL INFOMATION TO TABLE IF APPLICABLE PEDESTIAN SINAL HEADS, PUSH BUTTONS, AND ASSOCIATED SINS SHALL BE MOUNTED AS PE TC85.10 ON THE SUPPOT POLE. PLAN VIEW FO TPICAL SPANWIE (BOX) DETAIL FT. FT. FT. 8A 8B NOTES: 17' MIN TO 19' MAX CLEAANCE PE TC85.22 TETHEED PE TC A 1B 6A 6B 4B 4A FT. FT. NOTE: TOP OF SINAL SUPPOT AND PEDESTAL FOUNDATIONS SHALL BE LEVEL WITH THE SIDEWALK ELEVATION WHEE ADA LANDINS AE ADJACENT; ELSEWHEE, FOUNDATIONS SHALL BE 2" (` 1") ABOVE ADE PE TC21.20 DE. FT. FT. FT. FT. FT. DE. FT. FT. 2C Page 12 of 27 TA FFIC SI NA L PLA N DETAILS &

13 WIIN DIAAM (TPICAL) FIELD WIIN HOOKUP CHAT (TEM FOM 49616) CALCULATED CHECKED L2D LIC FIELD SINAL HEAD INDICATION TEMINAL FLASH FIELD SINAL HEAD INDICATION TEMINAL FLASH L2C LIC L2B LIC L2A LIC 5C DESINE NOTE: T:\CO\Adm in\docum ents\signal Design eference Packet\ev 4_011516\06_Traffic Signal Plan Details 03.dgn 13JAN2016 2:23PM sm arik S D P8A 5C P6B 5C P4B 5C P6A C 4C 3 8A 8B 6B 2A 6A 2B 4B 4A 7 8C P8B P2A P4A P2B L6D L6C L6B L6A NOTES: FO LOCATIONS WITH LEFT TUN LANES UN FO POTENTIAL PT/PM LT PHASE IF INITIAL DESIN IS FO PEMITTED ONL. OVELAPS SHALL BE WIED TO THE APPOPIATE LOAD SWITCHES AS PE THE FIELD HOOKUP CHAT AND CONFIUED IN THE CONTOLLE SOFTWAE PE THE SINAL TIMIN CHAT. S D C C C 5C 5C 5C 5C LIC LIC LIC LIC INT CONTOLLE CABINET UPS UNINTEUPTIBLE POWE SUPPL PC D S SP 2 N10 DS PC MB PC SP 1 PC N10 PE PE N10 DS N4 N4 COLO SEQUENCE CHAT NO LONE EQUIED O ACCEPTED. SP SC 4 N4 PE N10 SP 3 PE 5 SECTION VEHICULA SINAL HEAD, 1WA 3 SECTION VEHICULA SINAL HEAD, 1WA LIC 3 SECTION VEHICULA SINAL HEAD, L TUN AOWS 1WA PEDESTIAN SINAL HEAD 5C PEDESTIAN PUSH BUTTON DILEMMA ZONE ADA DETECTION UNIT C STOP BA ADA DETECTION UNIT VC VIDEO DETECTION CAMEA INT PTZ CAMEA PE ETHENET ADIO LEEND LUMINAIE, CONVENTIONAL, 150 WATT, HPS, 120 VOLT, AS PE PLAN 2/C NO. XX AW (LEADIN CABLE) VEHICLE LOOP DETECTO SINAL CABLE, 5 CONDUCTO, NO. XX AW SINAL CABLE, 7 CONDUCTO, NO. XX AW ADA DETECTION CABLE VIDEO CAMEA CABLE INTECONNECT CABLE PHOTOELECTIC CELL POWE SOUCE SC PC SP 1 MB NX NXX DS FC UPS SEVICE CABLE, 3 CONDUCTO, NO. X AW POWE CABLE, 2 CONDUCTO, NO. X AW SINAL SUPPOT POLE NO. METE BASE NO. X AW DISTIBUTION CABLE NO. XX AW POLE & BACKET CABLE DUAL LIHTIN/SINAL DISCONNECT SWITCH FLASHE CABINET PEDESTIAN MOVEMENTS OVELAPS LS = LOAD SWITCH * SEE TEM FOM FO COMPLETED SAMPLE OF THIS CHAT. UNINTEUPTIBLE POWE SUPPL CABLE Page 13 of 27 TA FFIC SI NA L PLA N DETAILS &

14 COODINATION TIMIN CHAT (TEM FOM 4965) COIDO LAOUT CALCULATED CHECKED SPLITS (++A) IN SECONDS PHASE DIECTION PLAN NO. INTESECTION 1 CCLE LENTH (SEC) OFFSET 1 (SEC) OFFSET 2 (SEC) INTESECTION 5* N INTESECTION 1 INTESECTION 2 INTESECTION 4 FT. X T:\CO\Adm in\docum ents\signal Design eference Packet\ev 5_071516\07_Traffic Signal Coordination Plan 01.dgn Sheet 9/27/2016 2:56:17 PM sm arik SPLITS (++A) IN SECONDS CCLE OFFSET 1 OFFSET 2 PHASE LENTH (SEC) (SEC) DIECTION (SEC) PLAN NO. INTESECTION 2 SPLITS (++A) IN SECONDS CCLE OFFSET 1 OFFSET 2 PHASE LENTH (SEC) (SEC) DIECTION (SEC) PLAN NO. INTESECTION 3* SPLITS (++A) IN SECONDS CCLE OFFSET 1 OFFSET 2 PHASE LENTH (SEC) (SEC) DIECTION (SEC) PLAN NO. INTESECTION 4 SPLITS (++A) IN SECONDS CCLE OFFSET 1 OFFSET 2 PHASE LENTH (SEC) (SEC) DIECTION (SEC) Cycle PLAN NO. Length (Sec) SPLITS (++A) IN SECONDS CCLE OFFSET 1 OFFSET 2 PHASE LENTH (SEC) (SEC) DIECTION (SEC) PLAN NO. INTESECTION 6 MAIN OAD X FT. X FT. X FT. # MASTE INTESECTION * CIT/COUNT MAINTAINED NOTES: COODINATION TIMIN PLANS OFFSETS AE MEASUED FOM EFEENCE PHASE(S) NUMBEED "END OF EEN/BEINNIN OF ELLOW." «1+ 2 = «5+ 6 AND «3+ 4 = «7+ 8 DESINE NOTES: BE SUE TO CLAIF AT A MINIMUM MONFI & SATSUN PLANS. (ECOMMEND LABELIN AM PEAK, MID DA, PM PEAK, OFF PEAK, ETC.) HOUS AE IVEN IN MILITA TIME. SPLIT TIMES AND OFFSETS IVEN IN % AE NOT ACCEPTED FT. X INTESECTION 3# INTESECTION 6* DA(S) OF WEEK PLAN NAME HOUS CCLE/SPLIT/OFFSET CCLE LENTH (SEC) MASTE INTESECTION OFFSET EFEENCE IS ALWAS EQUAL TO ZEO. Page 14 of 27 TA FFIC SI NA L C O O DINA TIO N PLA N

15 VEHICULA/PED VOLUME CHAT (TEM FOM 49618) COUNT INFOMATION CALCULATED CHECKED VEHICULA/PED PEAK HOUL VOLUME PHASE 1 2 2/PED 3 4 4/PED 5 6 6/PED 7 8 8/PED MONTH/EA: DA OF WEEK: DIECTION TIME PEIOD(S): PLAN NO. INTESECTION 1 TOTAL NUMBE OF HOUS: METHOD OF OBTAININ COUNTS: TPE OF COUNT: VEHICULA/PED PEAK HOUL VOLUME T:\CO\Adm in\docum ents\signal Design eference Packet\ev 4_011516\08_Traffic Signal Volum e Counts 01.dgn 13JAN2016 2:12PM sm arik PHASE 1 2 2/PED 3 4 4/PED 5 6 6/PED 7 8 8/PED DIECTION PLAN NO. INTESECTION 2 VEHICULA/PED PEAK HOUL VOLUME PHASE 1 2 2/PED 3 4 4/PED 5 6 6/PED 7 8 8/PED DIECTION PLAN NO. INTESECTION 3* VEHICULA/PED PEAK HOUL VOLUME PHASE 1 2 2/PED 3 4 4/PED 5 6 6/PED 7 8 8/PED DIECTION PLAN NO. INTESECTION 4 VEHICULA/PED PEAK HOUL VOLUME PHASE 1 2 2/PED 3 4 4/PED 5 6 6/PED 7 8 8/PED DIECTION PLAN NO. INTESECTION 5 VEHICULA/PED PEAK HOUL VOLUME PHASE 1 2 2/PED 3 4 4/PED 5 6 6/PED 7 8 8/PED DIECTION PLAN NO. INTESECTION 6 NOTES: VOLUMES AE PE HOU COESPONDIN TIMIN PLANS SHOWN ON COODINATION TIMIN CHATS DESINE NOTES: VEHICULA VOLUMES INCLUDE PASSENE, A COMMECIAL, AND B & C COMMECIAL COUNTS OLDE THAN THEE (3) EAS MA ONL BE USED WITH APPOVAL FOM THE OFFICE OF TAFFIC OPEATIONS. Page 15 of 27 TA FFIC SI NA L V O LU M E C O UNTS

16 T:\CO\Adm in\docum ents\signal Design eference Packet\ev 4_011516\09_Traffic Signal Subsum m ary 01.dgn 13JAN2016 2:14PM sm arik SHEET NO. DESINE NOTE: LOCATION ALL ITEMS SHALL BE LISTED UNLESS PAID FO IN TAFFIC SINAL NOTES. TOTALS CAIED TO ENEAL SUMMA Page 16 of 27 CALCULATED TA FFIC SI NA L SUBSUM M A CHECKED

17 CALCULATION SPEADSHEETS NOTES TO THE DESINE ENEAL Calculation spreadsheets are required for plan review. Please include with submission(s). The spreadsheets are set up with a limited number of cells/rows. If more space is required, please create and save additional files to meet your needs. CLEAANCE INTEVALS rade is measured from the stop bar to 200 behind the stop bar. For LT movement, use speed of 25 mph. +A interval shall not exceed 7 sec unless prior approval is given. All phase pairs shall have the same +A times. Lagging lefts shall have +A times equal to the mainline through phase. CONDUIT SIZIN Include grounding conductor in wire count for lighting circuits of notation with ground. MAST AM Submissions with span wire supports shall use SWISS output for calculation. If mast arm design calcs exceed standard designs, signs should be removed from support arms and moved to support pole uprights, or a separate structure. If design still exceeds standard, consider using TC Calculations should be checked against cross sections. Be sure to take into consideration critical pavement elevations under signal heads and the crown/slope of the roadway. For mast arms less than or equal to 48 in length, assume a 0 o rise. For mast arms greater than 48 in length, assume a 0.5 o rise. For nonstandard/specialty mast arms, check with the manufacturer for appropriate rise. It is up to the designer to determine whether the assumed is applicable. Foundations shall be level with the sidewalk when adjacent to ADA landings, otherwise, the top of foundation should be 2 (± 1 ) above ground level. Typical height from mast arm to top of pole without extension is 1.5, with extension is 3.5 of pole + 10 extension. 5 section heads must be centered on yellow due to rigid mounting bracket. All signals in the intersection shall be centered on the same color for consistency. Area of signal heads found using TEM Table For dimensions of standard signs, please reference the Sign Designs and Markings Manual. For total mast arm length, add 3 length beyond the center of the furthest signal, or 1 beyond the edge of the furthest sign. Design numbers shall be determined using TEM sections 4403 and Page 17 of 27

18 PID/POJECT: INTESECTION EV. DATE TAFFIC SINAL PEDESTIAN FACTOS CALCULATED FINAL CLEAANCE OMUTCD 4E.0612 OMUTCD 4E fps CHECKS (OMUTCD 4E.0614) FINAL PED TIMIN ASSOCIATED PHASE DIECTION PECEPTION/EACTIO N TIME (1s TP) APPOACH SPEED APPOACH SPEED DECELEATION ATE (10 sq. fps TP) WIDTH OF INTESECTION LENTH OF VEHICLE (20 ft TP) t V V a W L g A TOTAL APPOACH ADE ELLOW ALL ED + A ELLOW (36s TP) ALL ED A (16s TP) + A PED MOVEMENT ASSOCIATED PHASE COSSWALK LENTH PUSHBUTTON POVIDED DISTANCE TO PUSHBUTTON TOTAL L P WALK INTEVAL (47s TP) CALCULATED PED CLEAANCE = 3.5 fps WALK TIME PED CHANE INTEVAL (FDW) = 3.5 fps WALK TIME 3 sec BUFFE (L+P)/(3 fps) (NOTE: P=6 IF NO PUSHBUTTON) X WALK + PED CHANE INTEVALS IS >=X? ADDITIONAL WALK INTEVAL EQUIED FINAL WALK INTEVAL FINAL PED CHANE INTEVAL (FDW) SEC MPH FPS SQ. FPS FT FT % SEC SEC SEC SEC SEC SEC FT FT SEC SEC SEC SEC SEC SEC SEC SEC CLEAANCE INTEVALS Page 18 of 27

19 PID/POJECT: INTESECTION EV. DATE CONDUIT CABLE AND WIE FOM TO UN LENTH SIZE/NOMINAL DIAMETE INSIDE DIAMETE C 0.25C a [A] INSIDE AEA 25% INSIDE AEA CABLE USE SPECIFICATION O MATEIAL NO. OF CONDUCTOS AW NO. CABLES O WIES* COSS SECTION AEA COMBINED COSS SECTION AEA IS [A] LESS THAN 0.25C? FINAL CONDUIT NOMINAL DIAMETE FT. IN. IN. SQ. IN. SQ. IN. SQ. IN. SQ. IN. IN. * NOTE: INCLUDE OUNDIN CONDUCTO IN WIE COUNT FO LIHTIN CICUITS OF NOTATION "WITH OUND." CONDUIT SIZIN Page 19 of 27

20 PID/POJECT: INTESECTION EV. DATE MIN CLEAANCE FOM PAVEMENT TO BOTTOM OF SINAL HEAD MAX CLEAANCE FOM PAVEMENT TO BOTTOM OF SINAL HEAD FOUNDATION ELEVATION AT OUND LEVEL DISTANCE FOM OUND TO FOUNDATION ELEVATION B TOP OF FOUNDATION ISE ANLE WITH HOIZONTAL AM TIP SINAL HEADS CENTEED ON WHICH COLO? SINAL NO. DISTANCE FOM BOTTOM OF SINAL HEAD TO CENTE OF MAST AM (TEM 4976) SINAL HEAD DISTANCE FOM SUPPOT POLE ELEVATION A PAVEMENT ELEVATION UNDE SINAL HEAD O SIN MINIMUM HEIHT (FOUNDATION TO MAST AM) MAXIMUM HEIHT (FOUNDATION TO MAST AM) MINIMUM ALLOWABLE HEIHT (FOUNDATION TO MAST AM) MAXIMUM ALLOWABLE HEIHT (FOUNDATION TO MAST AM) FINAL ATTACHMENT AM HEIHT (FOUNDATION TO MAST AM) DOES MAST AM HAVE POLE EXTENSION? HEIHT FOM MAST AM TO TOP OF POLE SUESTED POLE HEIHT POLE HEIHT WITH EXTENSION FT FT FT IN FT DEEE FT FT FT FT FT FT FT FT FT FT FT SINAL HEAD TPE (12 IN. SECTIONS WITH BACKPLATES) SUPPOT NO. AM MAST AM HEIHT Page 20 of 27

21 PID/POJECT: INTESECTION EV. DATE SUPPOT NO. AM NUMBE OF LUMINAIES O BACKET AMS LUMINAIE/ BACKET AM LENTH SINAL O SIN? SINAL/ SIN ATTACHMENT DISTANCE FOM SUPPOT POLE SINAL HEAD TPE (12 IN. LENS) SIN SIZE L TOTAL MAST AM LENTH NO. FT NO. FT IN SQ. FT. FT L1 L2 L3 L4 L5 L6 L7 L8 L1 L2 L3 L4 L5 L6 L7 L8 L1 L2 L3 L4 L5 L6 L7 L8 L1 L2 L3 L4 L5 L6 L7 L8 AEA ATTACHMENT LENTH * AEA DAMPE EQUIED? K AEA MOMENT DESIN FACTO DESIN NO. MAST AM DESIN NO. Page 21 of 27

22 PID/POJECT: INTESECTION EV. DATE SUPPOT NO. AM DESIN NO. POLE SIZE EQ. POLE DESINATION 2 AM DESIN NO. Page 22 of 27

23 ODOT Typical Signal Head Placements 3 UNIT SINAL HEAD 3 UNIT POTECTED LEFT TUN SINAL HEAD 5 UNIT POTECTED/PEMISSIVE LEFT TUN SINAL HEAD 5 UNIT SINAL HEAD FO IHT TUN OVELAPS NOTES A MINIMUM OF TWO THOUH SINAL FACES IS ALWAS EQUIED FO THE PIMA MOVEMENT. THE EQUIED SINAL FACES FO THOUH TAFFIC ON AN APPOACH SHALL BE LOCATED NOT LESS THAN 8 FEET APAT MEASUED HOIZONTALL PEPENDICULA TO THE APPOACH BETWEEN CENTES OF THE SINAL FACES. IF A POTECTEDPEMITTED LEFTTUN MODE IS USED WITH SHAED SINAL FACE [IT] SHALL BE LOCATED OVE THE POJECTION OF THE CHANNELIZIN LANE LINE BETWEEN THE LEFTTUN AND THOUH LANES. AN PIMA SINAL FACE FO AN EXCLUSIVE TUN LANE SHOULD BE LOCATED OVE THE CENTE OF EACH EXCLUSIVE TUN LANE. IT SHALL NOT BE POSITIONED AN FUTHE TO THE IHT OF THE EXTENSION OF THE IHTHAND EDE OF THE EXCLUSIVE TUN LANE O AN FUTHE TO THE LEFT THAN THE EXTENSION OF THE LEFTHAND EDE OF THE EXCLUSIVE TUN LANE. FO APPOACHES OF 45 MPH O EATE, WITH TWO O MOE THOUH LANES, POVIDE ONE SINAL FACE PE THOUH LANE. (SEE TABLE 4D1 OF OMUTCD) FO APPOACHES OF 45 MPH O EATE, WITH TWO O MOE TOTAL APPOACH LANES, ADD A SUPPLEMENTAL SINAL HEAD. SINAL FACES MOUNTED AT THE SIDE OF THE OADWA WITH CUBS AT LESS THAN 15 FEET FOM THE BOTTOM OF THE HOUSIN O ATTACHMENTS SHALL HAVE A HOIZONTAL OFFSET OF NOT LESS THAN 2 FEET FOM THE FACE OF VETICAL CUB O EDE OF SHOULDE IF NO CUB. NEA SIDED, SUPPOT POLE MOUNTED, SUPPLEMENTAL HEADS SHOULD BE CONSIDEED WHEN TUCK VOLUMES AE EATE THAN 20%, O IF SIHT DISTANCE IS LIMITED. * See 2012 OMUTCD Section 4D.10 for additional layouts Page 23 of 27

24 ODOT Typical Signal Head Placements 3 UNIT SINAL HEAD 3 UNIT POTECTED LEFT TUN SINAL HEAD 5 UNIT POTECTED/PEMISSIVE LEFT TUN SINAL HEAD 5 UNIT SINAL HEAD FO IHT TUN OVELAPS 2' inside center line Over edge line Center over channelizing line Over edgeline 2' inside center line Center over lane line * Spacing could vary depending on lane width, 8' minimum. * * Spacing could vary depending on lane width, 8' minimum. 3 or 5 unit head * Spacing could vary depending on lane width, 8' minimum. * 3 or 5 unit head 2' 2' Single Lane Approach Protected/permissive left, thru/right or Unprotected left, thru/right Thru/left, protected/permissive right (overlap) or Thru/left, permissive right Center head over approach lane 2' right of lane line Over edgeline Center heads over approach lanes 2' left of lane line Over center line Center head over approach lane * Spacing could vary depending on lane width, 8' minimum. * 2' Protected only left, thru/right Two Lane Approach Notes: Signal head configuration may vary depending on preference. Per OMUTCD 4D.11, a minimum of two primary signal faces shall be provided for the signalized turning movement that is considered to be the major movement from the approach. 2' 2 Lane T Intersection/amp * * Spacing could vary depending on lane width, 8' minimum. * See 2012 OMUTCD Section 4D.10 for additional layouts Page 24 of 27

25 ODOT Typical Signal Head Placements 3 UNIT SINAL HEAD 3 UNIT POTECTED LEFT TUN SINAL HEAD 5 UNIT POTECTED/PEMISSIVE LEFT TUN SINAL HEAD 5 UNIT SINAL HEAD FO IHT TUN OVELAPS Center heads over approach lanes Center over channelizing lines Center heads over approach lanes 5 unit w/lt & T Arrows 3 or 5 unit head 3 or 5 unit head 3 Lane T Intersection Protected/permissive left, thru, right turn lane, or Unprotected left, thru, right turn lane Protected only left, thru, right turn lane Center head over approach lane 2' right of channelizing line Center over channelizing line Center over channelizing lines Center over lane lines Center heads over approach lanes 3 or 5 unit head 2' Protected only left, thru, right turn lane (w/ overlap) Protected/permissive left, thru, thru/right, or Unprotected left, thru, thru/right Protected only left, thru, thru/right * See 2012 OMUTCD Section 4D.10 for additional layouts Page 25 of 27

26 ODOT Typical Signal Head Placements 3 UNIT SINAL HEAD 3 UNIT POTECTED LEFT TUN SINAL HEAD 5 UNIT POTECTED/PEMISSIVE LEFT TUN SINAL HEAD 5 UNIT SINAL HEAD FO IHT TUN OVELAPS Center heads over approach lanes 2' right of lane line Over edgeline Over center line 2'* left of lane/ channelizing line Center heads over approach lanes Center over channelizing line Center over lane line Center over channelizing line * Spacing could vary depending on lane width, 8' minimum. * * * Spacing could vary depending on lane width, 8' minimum. 3 or 5 unit head 3 or 5 unit head 2' 2' Dual left, thru/right Thru/Left, Double ight Protected/permissive left, 2 thru, right turn lane, or Unprotected left, 2 thru, right turn lane Center heads over approach lanes Center head over approach lane 3'* left of lane line * * Center over channelizing line * Distance between heads shall be consistent; 8' minimum. Center heads over approach lanes 3'* Protected only left, 2 thru, right turn lane Protected only left, 2 thru, right turn lane (w/ overlap) Dual left, thru, thru/right * See 2012 OMUTCD Section 4D.10 for additional layouts Page 26 of 27

27 ODOT Typical Signal Head Placements 3 UNIT SINAL HEAD 3 UNIT POTECTED LEFT TUN SINAL HEAD 5 UNIT POTECTED/PEMISSIVE LEFT TUN SINAL HEAD 5 UNIT SINAL HEAD FO IHT TUN OVELAPS Center heads over approach lanes Dual left, 2 thru, right turn lane Center heads over approach lanes 3' left of lane line Center over cahnnelizing line * * * Distance between heads shall be consistent. 3' Dual left, 2 thru, right turn lane (w/ overlap) * See 2012 OMUTCD Section 4D.10 for additional layouts Page 27 of 27