11.0 STATIONS LISTING AND DIAGRAM

11.1 DIAGRAM CROSS-REFERENCE

Table 1. Diagram Cross-Reference
SubdivisionService LanePage
LudingtonDetroit21
Grand Rapids Term.Detroit13

12.0 METHOD OF OPERATION

12.1 AUTHORITY FOR MOVEMENT

Table 2. Authority for Movement
Between
Location/
Mile Post
Authority For
Movement
Signal Aspect
Rules
CGE73.4 and CGE72.593 -
CGE72.5 and CGE3.6120-132-
CGE3.6 and CGE2.9243-246(93) C-281 - C-298
CGE2.9 and CGEO.0265-272C-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 PostBlock 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 PostBlock Names
CGE2.9 and SunnysideSunny

13.0 SPEEDS

13.1 MAXIMUM AUTHORIZED SPEED

Table 5. Maximum Authorized Speed
Between Location/Mile PostMPH
Baldwin and Sunnyside40

13.2 SPEED RESTRICTIONS

Table 6. Speed Restrictions
Between Location/Mile PostMPH
Ludington Subdivison and Apex of Wye15
Kopje Hill, CGE58.8 and CGE60.830
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 CGE30.030
Grand Rapids CGE5.5 and Sunnyside25
Sunnyside-On East and West Legs of Wye10
Baldwin/Ludington Wye, CGE73.3 and CGE73.710

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
LocationEquipmentRestriction
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

15.0 INSTRUCTIONS RELATING TO OPERATING RULES

15.58 DEFECT DETECTORS
Table 8. Defect Detectors
Mile Post LocationType
Bailey CGE25.9Audible Instructions
White Cloud CGE50.5Audible 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
LocationRailroadProtectionRule
Fuller CGE2.6GRERRRemoteSee 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
SpartaContinuous08Wayside
GrantContinuous08Wayside
White CloudContinuous08Wayside
BitelyContinuous08Wayside

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.