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STREET DIR. HARTWELL AVE EB WB HARTWELL AVE NB BIKEWAY SB BIKEWAY MINIMUM GREEN VEHICLE INTERVAL MAXIMUM GREEN I MAXIMUM GREEN 11 YELLOW CLEAR ALL RED CLEAR WALK INTERVAL PED CLEARANCE DETECTOR RECALL (TYPE) CYCLE DIAL SEC. ■ CONSTRUCTION 02 +06 04 FACE O /OL A,B 2 C,D 6 P1 4 P2 4 X61 02 03 04 { } I { TIMING.IN SECONDS 20 M 2 3 3 1 mi TRAFFIC CONTROLLER DATA 06 07 1. PHASES ASSOCIATED BY A SOLID LINE SHALL NOT STD. NEMA OPERATE CONCURRENTLY. 2. PHASES ASSOCIATED BY A DASHED LINE MAY DUAL OPERATE CONCURRENTLY. 3. THROUGH MOVEMENTS MAY INCLUDE RIGHT TURNS. 4. IF THE ASSIGNED RIGHT OF WAY FOR ANY TRAFFIC OFF MOVEMENT IS TO REMAIN IN EFFECT DURING THE 4 NEXT CALLED PHASE, THE SIGNAL INDICATIONS FOR 3 THAT TRAFFIC MOVEMENT SHALL NOT CHANGE YES DURING THE CHANGE INTERVAL(S) UNLESS OTHERWISE NO NOTED. PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 YES COORDINATION MODE PERM MAXIMUM MODE INHIBIT OFFSET SEEK METHOD SHORTWAY 00 m co _jz 0 4 ©� "�.Camis �Q ■■mr.,mmm�� -70f w o o_ �o t � w SEQUENCE AND TIMING CL2 R/W CL1 CL2 R/W CL1 CL2 R/W CL1 CL2 R/W CL1 CL2 R/W CL1 CL2 /W CL1 CL2 R/W CL1 CL2 R/W CL1 R R R R R R FY G Y R FY TIMING.IN SECONDS 20 M 2 3 3 1 mi TRAFFIC CONTROLLER DATA PARAMETER SELECTION PHASE ASSIGNMENTS STD. NEMA OVERLAPS STD, NEMA RINGS DUAL DUAL ENTRY ON SIMULTANEOUS GAP OUT DISABLED YES ALL RED REST OFF RED REVERT — # OF SECONDS 4 MINIMUM YELLOW IN SECONDS 3 MAX II BY INTERNAL CLOCK YES NIGHT TIME FLASH BY INTERNAL CLOCK NO TYPE OF INTERCONNECT TO MASTER WIRE REMOTE MUTCD FLASH BY MASTER YES COORDINATION MODE PERM MAXIMUM MODE INHIBIT OFFSET SEEK METHOD SHORTWAY 00 m ©� "�.Camis ■■mr.,mmm�� TIMING.IN SECONDS 20 M 2 3 3 1 mi TRAFFIC CONTROLLER DATA PARAMETER SELECTION PHASE ASSIGNMENTS STD. NEMA OVERLAPS STD, NEMA RINGS DUAL DUAL ENTRY ON SIMULTANEOUS GAP OUT DISABLED YES ALL RED REST OFF RED REVERT — # OF SECONDS 4 MINIMUM YELLOW IN SECONDS 3 MAX II BY INTERNAL CLOCK YES NIGHT TIME FLASH BY INTERNAL CLOCK NO TYPE OF INTERCONNECT TO MASTER WIRE REMOTE MUTCD FLASH BY MASTER YES COORDINATION MODE PERM MAXIMUM MODE INHIBIT OFFSET SEEK METHOD SHORTWAY STATE FED. AID. PROD: NO FISCAL YEAR SHEET TOTAL' SHEE MASS. NA 1999 16 20 PROJECT FILE NO. NA SEQUENCE NOTES: NON —LOCK NON —LOCK NON —LOCK NON —LOCK 1. ANY PHASE NOT CALLED WILL BE SKIPPED. SIGNAL IDENTIFICATION WILL NOT CHANGE IF THE SOFT OFF SOFT OFF ASSIGNED RIGHT OF WAY DOES NOT CHANGE DURING THE NEXT PHASE CALLED. OFFSET COORDINATION TIMING (SEC.) COORDINATION TIMING (SEC.) 2. THE PEDESTRIAN PHASE AT THE MINUTEMEN BIKEWAY CROSSING SHALL BE SERVICED DURING THE SIDE STREET (MAGUIRE ROAD) PHASE AT HARTWELL SEC. AVENUE /MAGUIRE ROAD AT AN OFFSET OF 10 SECONDS REFERENCED TO THE END OF THE MAIN STREET GREEN (HARTWELL AVENUE). 3. IF THERE IS A PED CALL AT THE MINUTEMEN BIKEWAY CROSSING BUT NO VEHICLE CALL ON MAGUIRE ROAD, THE PED PHASE SHALL BE SERVICED AFTER A MAXIMUM OF 60 SECONDS OF THE MAIN STREET (HARTWELL AVENUE) GREEN PHASE DURING WEEKDAYS AND 30 SECONDS DURING SATURDAY, I =,REM SUNDAY AND HOLIDAYS. 4• IF THERE IS NO PED CALL, THE GREEN PHASE SHALL REMAIN ON HARTWELL * GREEN TO REMAIN ON PHASE 2 +6 UNTIL CALL FROM PHASE 4. AVENUE Al. THE BIKEWAY: THE CONTROLLER AT HARTWELL AVENUE MAGUIRE ROAD SHALL OPERATE AS A FULLY ACTUATED ISOLATED UNI NfT.