11.1 DIAGRAM CROSS-REFERENCE
Table 1. Diagram Cross-Reference
Subdivision | Service Lane | Page |
---|---|---|
Ludington | Detroit | 21 |
Grand Rapids Term. | Detroit | 13 |
12.0 METHOD OF OPERATION
Table 2. Authority for Movement
Between Location/ Mile Post | Authority For Movement | Signal Aspect Rules |
---|---|---|
CGE73.4 and CGE72.5 | 93 | - |
CGE72.5 and CGE3.6 | 120-132 | - |
CGE3.6 and CGE2.9 | 243-246(93) | C-281 - C-298 |
CGE2.9 and CGEO.0 | 265-272 | C-281 - C-298 |
Note: Rules 265-272 are in effect on both legs of Sunnyside Wye.
12.2 DTC BLOCK LIMITS
Between Baldwin And Sunnyside
Table 3. DTC Block Limits
Between Location/Mile Post | Block Names |
---|---|
CGE72.5, Baldwin and CGE58.1, South Switch Kopje Siding | Kopje |
CGE58.1, South Switch Kopje Siding and CGE47.2, South Switch White Cloud Siding | Cloud |
CGE47.2, South Switch White Cloud Siding and CGE28.8, South Switch Grant | Grant |
CGE28.8, South Switch Grant and CGE14.0, South Switch Sparta | Kent |
CGE14.0, South Switch Sparta and CGE3.6, Turner Street | Stock |
12.3 SUSPENSION OF SIGNAL SYSTEM (AND MOVEMENT AGAINST CURRENT OF TRAFFIC
Table 4. Suspension of Signal System (and Movements Against Current of Traffic)
Between Location/Mile Post | Block Names |
---|---|
CGE2.9 and Sunnyside | Sunny |
13.1 MAXIMUM AUTHORIZED SPEED
Table 5. Maximum Authorized Speed
Between Location/Mile Post | MPH |
---|---|
Baldwin and Sunnyside | 40 |
13.2 SPEED RESTRICTIONS
Table 6. Speed Restrictions | |
---|---|
Between Location/Mile Post | MPH |
Ludington Subdivison and Apex of Wye | 15 |
Kopje Hill, CGE58.8 and CGE60.8 | 30 |
White Cloud-Curve CGE46.9 and CGE 47.2 | 10 |
Newago-Over Bridge No. 189.2
CGE36.4 and CGE36.5 | 25 |
Grant-CGE28.8 and CGE30.0 | 30 |
Grand Rapids CGE5.5 and Sunnyside | 25 |
Sunnyside-On East and West Legs of Wye | 10 |
Baldwin/Ludington Wye, CGE73.3 and CGE73.7 | 10 |
13.8 ENGINE SPEED INDICATORS AND ODOMETERS
Engine speed indicators, odometers and RDU equipment must be checked between the first encountered milepost location listed below:
CGE72.0 and CGE62.0
CGE30.0 and CGE10.0
14.0 EQUIPMENT RESTRICTIONS
Table 7. Equipment Restrictions |
---|
Location | Equipment | Restriction |
---|---|---|
Newago: CGE36.2
Michigan Agri Commodities | All Engines | Must not go
under loading spouts. Use 6 or more reachers. |
Newago: Bridge
No. 189.2 CGE36.5 | GP38, GP39,
GP40, SD7, SD9, SD18, SD20-1, SD35, SD40, U30B, U30C, GP40-2, SD40-2, SD50, B30-7, U23B | Must not exceed
20 MPH |
Newago: Bridge
No. 189.2 CGE36.5 | Cars with
gross weight exceeding 270,000 lbs. | Must not exceed
10 MPH. |
1. Restricted Equipment Rule 7 will apply at the following locations.
CGE71.3 and CGE71.1
CGE48.5 and CGE48.3
CGE 5.5 and CGE 5.2
CGE 0.9 and CGE 0.7
15.58 DEFECT DETECTORS
Table 8. Defect Detectors | |
---|---|
Mile Post Location | Type |
Bailey CGE25.9 | Audible Instructions |
White Cloud CGE50.5 | Audible Instructions |
Bitely CGE64.0 | Audible Instructions |
15.83-A TRAIN BULLETIN AND RELEASE FORM
1. Trains using Sunnyside wye tracks between Sunnyside and Front Street will be governed by train messages on the Grand Rapids Terminal Subdivision.
15.98 JUNCTIONS, DRAWBRIDGES AND RAILROAD CROSSINGS AT GRADE
Table 9. Railroad Crossings at Grade | |||
---|---|---|---|
Location | Railroad | Protection | Rule |
Fuller CGE2.6 | GRERR | Remote | See note. |
Note:
Fuller - When 'Stop' aspect is displayed by absolute signal governing movement over GRERR Crossing, after securing permission of the train dispatcher, conductor or engineer will:
1. Determine GRERR train or engine is not fouling or approaching crossing;
2. Pass signal at least 30 feet but not foul crossing;
3. Wait five (5) minutes; and
4. Proceed at Restricted Speed to the next signal.
15.100 ROAD CROSSINGS AT GRADE
Grand Rapids:
Ann Street - Operating circuit extends 34 feet north and 82 feet south from edge of crossing. Trains and engines will occupy operating circuit but not foul crossing until flasher lights have operated at least 30 seconds.
Bridge Street throught Richmond Street - Train crews performing switching operations over Bridge Street (CGE1.1) through and including Richmond Street (CGE2.6) must protect movements over these crossings with a crew member. Such protection between sunset and sunrise and during inclement weather must include the use of a lighted fusee.
Lake Michigan Drive - Movement approaching crossing on switching lead must not exceed 5 MPH. Supplemental key control box is located on instrument house to be used for movements on switching lead north of crossing.
15.104 SWITCHES
1. Hand-Operated Switches
Baldwin - South Wye switch must be left lined for movement to the West Wye.
15.105 USE OF SPECIFIED TRACKS
Baldwin, East Leg of Wye - Trains, engines and track cars will be operated in accordance with Rule 105.
15.400 RADIO STATIONS AND INSTRUCTIONS
All road trains will monitor channel 08.
Table 10. Radio Stations and Instructions for Contacting the Train Dispatcher
Mile Post
Location | Hours of
Operation | Channel
Monitored | Type
Station |
---|---|---|---|
Sparta | Continuous | 08 | Wayside |
Grant | Continuous | 08 | Wayside |
White Cloud | Continuous | 08 | Wayside |
Bitely | Continuous | 08 | Wayside |
Note: AW Train Dispatcher call-in number is 3.
AW Train Dispatcher radio channel is 14.
AW Train Dispatcher telephone No. is 1-800-555-1212.
16.O.MISCELLANEOUS INSTRUCTIONS
Handling Southward Trains Through Newaygo - To keep dynamic forces at the lowest possible level, southward trains must be handled by one of the following proceedures:
1. Power Braking Method:
With train speed of 30-40 MPH in the vicinity of CGE39.0, continue to use power and apply the train brakes starting with a minimum reduction. Do not permit locomotive's brakes to apply. Make additional service applications and modulate the throttle in order to maintain the desired speed descending the grade. As the train moves off of this grade (CGE36.5), gradually increase throttle in order to control speed to prevent slack from bunching. Endeavor to get as much of the train as possible off the heavy descending grade, consistent with maintaining a speed of not more than 20 MPH, before releasing train brakes.
After releasing train brakes, gradually increase throttle in order to accelerate train and keep train stretched.
2. Dynamic Brake Method:
Have train speed reduced to 20-25 MPH approaching CGE38.0 and gradually apply the dynamic brake. Modulate the dynamic brake in order to keep speed between 20-25 MPH descending the grade. Using the dynamic brake in this speed range should control the train speed without use of the train brakes. As train moves off descending grade, gradually release dynamic brake and use power as required.
In the event it becomes necessary to use train brakes to control speed, made certain train slack is bunched with dynamic brake before train brakes are released.