1. Railroad Problem

2. Figure 1-Condition Diagram- Nine Mile Road Crossing Novi, Michigan Nine Mile Road 12’ NOVI FIRE STATION FIFE ELECTRIC 23’ 29’ 158’ 32’ 48’ 155’ 49’ 105’ 5’ Heslip Drive Rothel Drive CONSTRUCTION SITE RRRR Stop Sign Street Name Sign Speed Limit 35 mph and Legal Loading Enforced RRRR Fire Truck Warning Sign Street Name Sign Stop Sign RRRR RRRR Guardrail NORTH RAIL ROAD C R O S S I N G STOP ON RED SIGNAL RAIL ROAD C R O S S I N G STOP ON RED SIGNAL STOP ON RED SIGNAL RAIL ROAD C R O S S I N G STOP ON RED SIGNAL RAIL ROAD C R O S S I N G STOP ON RED SIGNAL STOP ON RED SIGNAL

3. Rothel Drive Figure 13. Proposed Pre-signal Installation-Nine Mile Road Rail-Highway Crossing Novi, Michigan Nine Mile Road 12’ NOVI FIRE STATION FIFE ELECTRIC 23’ 29’ 158’ 32’ 48’ 155’ 49’ 105’ 5’ Heslip Drive CONSTRUCTION SITE RRRR Stop Sign Street Name Sign Speed Limit 35 mph and Legal Loading Enforced RRRR Fire Truck Warning Sign Street Name Sign Stop Sign RRRR RRRR Guardrail A B C AA BB CC X 4 X 3 X 2 GG FF EE X 5 X 1 TRAIN PREEMPTION AB,and C -Red G and D -Short Green based on detector demand, then turn Red E and F -Red TRAIN PREEMPTION AB,and C -Red G and D -Short Green based on detector demand, then turn Red E and F -Red AABB,and CC -Red GG and DD -Short Green based on detector demand, then turn Red EE and FF -Red and NO TRAIN SCENARIO No traffic on Roethel Dr. and Heslip Dr. AD, and G -Green E, Traffic on Roethel Dr. E and G D F -Green -Red A -Green Traffic on Heslip Dr. or driveway B and C D F -Red -Green A -Red -Green E G NO TRAIN SCENARIO No traffic on Roethel Dr. and Heslip Dr. AADD, and GG -Green EE, Traffic on Roethel Dr. EE and GG DD FF -Green -Red AA -Green Traffic on Heslip Dr. or driveway BB and CC DD FF -Red -Green AA -Red -Green EE GG NORTH X 7 X 6 No Right Turn On Red DETECTORS X 1 and X 6 -Presence and number of cars keeps G phase Green even when A and E are Red due to preemption. X 2 and X 7 -Presence and number of cars keeps D phase Green even when A and E are Red. DETECTORS X 1 and X 6 -Presence and number of cars keeps G phase Green even when A and E are Red due to preemption. X 2 and X 7 -Presence and number of cars keeps D phase Green even when A and E are Red. X 1 and X 6 -Presence and number of cars keeps G phase Green even when A and E are Red due to preemption. X 2 and X 7 -Presence and number of cars keeps D phase Green even when A and E are Red. D B C DD B C BB CC FF RAIL ROAD C R O S S I N G STOP ON RED SIGNAL RAIL ROAD C R O S S I N G STOP ON RED SIGNAL STOP ON RED SIGNAL RAIL ROAD C R O S S I N G STOP ON RED SIGNAL RAIL ROAD C R O S S I N G STOP ON RED SIGNAL STOP ON RED SIGNAL

4. NINE MILE ROAD SIGNAL OPERATION PLAN The traffic signals at Heslip Drive and at Rothel Drive are interconnected and are planned to operate as follows: Both signals dwell on Phase 3 when no vehicles are detected at Heslip Drive and Rothel Drive and no train preemption signal is received for any oncoming train. Heslip Drive demand detected. No train preemption call received. Phase 3 to Phase 1 and then to Phase 2 and back to Phase 3. Rothel Drive demand detected. No train preemption call received. Phase 3 to Phase 4 to Phase 5 and back to Phase 3. Signal in Phase 3 train preemption call received. Phase 3 to Phase 6 to Phase 7 and then back to Phase 3. Signal in Phase 1 train preemption call received. Phase 1 to Phase 6 to Phase 7 and then to Phase 3. Signal in Phase 2 train preemption call received. Phase 2 to Phase 6 to Phase 7 to Phase 3. Signal in Phase 4 train preemption call received. Phase 4 to Phase 6 to Phase 7 to Phase 3. Signal in Phase 5 train preemption call received. Phase 5 to Phase 6 to Phase 7 to Phase 3. Please note that the minimum and maximum times (in seconds) mentioned in the phasing plans are tentative and are presented to show the feasibility of the concept only

5. PHASE 1 Nine Mile Road ROTHEL DRIVE HESLIP DRIVE Nine Mile Road N Nine Mile Road HESLIP DRIVE ROTHEL DRIVE PHASE 2 N Nine Mile Road NN HESLIP DRIVE Nine Mile Road PHASE 3 ROTHEL DRIVE Nine Mile Road PHASE 4 Nine Mile Road HESLIP DRIVE ROTHEL DRIVE Heslip Drive detectors Registers demand No train preemption Minimum – 5 seconds Maximum – 10 seconds Heslip Drive - green No train preemption Minimum – 5 seconds Maximum – 15 seconds Nine Mile Road Rothel Drive detectors Registers demand No train preemption Minimum – 5 seconds Maximum – 10 seconds

6. PHASE 5 Nine Mile Road ROTHEL DRIVE HESLIP DRIVE Nine Mile Road N NN HESL IP DRIV E Nine Mile Road PHASE 6 ROTHEL DRIVE Nine Mile Road PHASE 7 Nine Mile Road HESLIP DRIVE ROTHEL DRIVE Rothel Drive - green No train preemption Minimum – 5 seconds Maximum – 15 seconds Minimum – 5 seconds Maximum – 15 seconds Nine Mile detectors detect no vehicles or 20 sec has expired Remains in Phase 7 until train clears