CHAPTER 3
COMMAND AND CONTROL
GENERAL
ORGANIZATION
CONTROL ELEMENTS
DIVISION HEADQUARTERS
The division tactical CP (DTAC) controls the lead brigades' (bridgehead force) attack across the river, since this is the division's close fight. It may reallocate crossing means or movement routes to the river between brigades as the battle develops. The DTAC is the crossing-force headquarters.
CROSSING-FORCE COMMANDER(CFC)
The division commander normally designates an assistant division commander (ADC) as the CFC to take charge of controlling the division crossing. CROSSING-FORCE ENGINEER(CFE)
A crossing division receives support from a CFE, who is normally the commander of an BRIGADE HEADQUARTERS
Each brigade headquarters operates from echeloned CPs, the brigade tactical CP (BTAC), and the brigade main CP (BMAIN). The BTAC controls the advance to and the attack across the river. It displaces across the river as soon as practical after the assault across the river to control the fight for exit-bank, intermediate, and bridgehead objectives. CROSSING-AREA COMMANDER
Once the lead battalions assault across the river and secure the far-shore objective, the crossing area is activated. The CAC, normally the brigade's executive officer (XO), controls the movement of forces inside the crossing area. The BMAIN controls the maneuver-support force that consists of corps engineers, bridge companies, and MP and chemical units. This leaves the brigade commander free to direct key activities while an officer who is directly responsible to him runs the crossing. The CAC controls-
- The movement and positioning of all elements transiting or occupying positions within the crossing area.
- Security elements at crossing sites.
- Maneuver-support forces, such as engineer, MP, and chemical units within the crossing area.
CROSSING-AREA ENGINEER(CAE)
Each forward brigade will normally be supported by a direct-support engineer battalion from the corps. The engineer battalion commander is responsible to the CAC for the engineer crossing means and sites. He informs the CAC of changes, due to technical difficulties or enemy action, that render a crossing means inoperable or reduce its capacity. He commands those engineers tasked to move the force across the river; they remain there as the attack proceeds beyond the exit-bank objectives. The division engineer battalion focuses on supporting the lead brigades at exit-bank, intermediate, and bridgehead objectives and is not normally involved in the river crossing.
CROSSING-SITE COMMANDER(CSC)
Each crossing site has an engineer, either a company commander or a platoon leader, who is responsible for crossing the units sent to the site. Normally, the CSC is the company commander for the bridge unit operating the site. He commands the engineers operating the crossing means and the engineer regulating points (ERPs) at the call-forward areas for that site. He maintains the site and decides on the immediate action needed to remove broken-down or damaged vehicles that interfere with activities at the site. He is responsible to the CAE and keeps him informed on the status of the site.
UNIT-MOVEMENT-CONTROL OFFICER
Each battalion and separate unit commander designates a movement-control officer, who coordinates the unit's movement according to the movement-control plan. He provides staff planners with detailed information on the unit's vehicle types and numbers.
COMMUNICATIONS

CONTROL MEASURES
RELEASE LINES (RLS)
As used in river-crossing operations, RLs are used to delineate the crossing area. RLs are located on both the far and near shores and indicate a change in the headquarters that is controlling movement. RLs are normally located within 3 to 4 kilometers of the river and on easily identifiable terrain features, if possible. CROSSING AREAS
Crossing areas are controlled access areas that decrease congestion at the river. This permits swift movement of forces. Each lead brigade has a crossing area on both sides of the river that is defined by brigade boundaries and RLs. Crossing areas normally extend 3 to 4 kilometers on each side of the river, depending on the terrain and the anticipated battle. WAITING AREAS
Waiting areas are located adjacent to the routes or axes of advance. Commanders use the following waiting areas to conceal vehicles, troops, and equipment while waiting to resume movement or to make final crossing preparations:
STAGING AREAS
Staging areas are battalion-size waiting areas outside the crossing area where forces wait to enter the crossing area. The brigade traffic-control cell handles units' movement into staging areas. The CAC controls movement from the staging areas into the crossing areas. MP operate traffic-control posts (TCPs) at staging areas according to the crossing and traffic-circulation plans. They emplace temporary signs along the route from the staging area through the crossing area to guide convoys. Units make crossing preparations and receive briefings on vehicle speed and spacing in the staging areas. Staging areas-
- Are located to support the crossing concept.
- Are far enough back to permit the rerouting of the battalion along other roads or to alternate crossing sites.
- Are easily accessible from major routes.
- Have sufficient area for dispersing a battalion-size unit.
- Provide concealment.
CALL-FORWARD AREAS
Call-forward areas are company-size waiting areas located within the crossing area. Engineers use them to organize units into raft loads, or crews use them to make final vehicle swimming preparations. The CAC controls movement from the staging area to the call-forward area. The CSC directs movement from the call-forward area to the crossing site and on to the far-shore attack position. As a minimum, each CSC operates his own call-forward area. Call-forward areas-
- Are located to support the crossing plan.
- Are company size within the crossing area.
- Are easily accessible from routes.
- Are planned with a minimum of one per crossing site.
- Have ERPs collocated with them.
- Are used to organize units into raft loads.
- Are the final preparation areas before going to the crossing site.
- Are normally operated by engineers.
HOLDING AREAS
Holding areas are waiting areas that forces use during traffic interruptions. Units move into these areas when directed by TCP personnel and disperse rather than stay on the roads. Holding areas are battalion size outside of the crossing area and company size within it. Far-shore holding areas are used to organize return traffic. MP and engineers, if available, operate holding areas according to the crossing and traffic-circulation plans. Established as needed on both sides of the river, holding areas-
- Are used as call-forward areas for return traffic from the far shore.
- Are located to support the crossing plan.
- Are easily accessible from routes.
- Have sufficient area for dispersion.
- Provide cover and concealment.
- Are defensible.
- Maximize traffic flow with minimum control.
ATTACK POSITIONS
Attack positions are the last positions occupied or passed through by the assault echelon or attacking force before crossing the line of departure. Within the bridgehead, the attack position is the last position before leaving the crossing area or bridgehead line.
ASSEMBLY AREAS
AAs are areas in which a force prepares or regroups for further action.
ENGINEER EQUIPMENT PARKS (EEPS)
EEPs are areas located a convenient distance from bridging and rafting sites for assembling, preparing, and storing bridge equipment and material. They are at least 1 kilometer from the river and hold spare equipment and empty bridge trucks that are not required at the crossing sites. EEPs should be located where they do not interfere with the traffic to the crossing sites and where equipment can be concealed and dispersed. Ideally, routes leading from EEPs to the crossing sites are not the same routes used by units crossing the river.
TRAFFIC-CONTROL POSTS
In river crossings, TCP personnel assist the crossing-area headquarters in traffic control by reporting and regulating the movement of units and convoys. TCP personnel relay messages between the crossing-area headquarters and moving units. The provost marshal identifies locations that need or require TCPs. MP or engineers, if available, operate TCPs on both banks of the river to control traffic moving toward or away from it. TCPs are additionally operated at major or critical crossroads and road junctions, staging areas, holding areas, and ERPs.
ENGINEER REGULATING POINTS
ERPs are technical checkpoints which are used to ensure that vehicles do not exceed the capacity of the crossing means. They help maintain traffic flow. Vehicles which will not be allowed to cross are removed so that they do not cause a traffic backup at the actual crossing site. Engineers man the ERPs and report to the CSC. TCPs are collocated with the ERPs to ensure that all vehicles clear the call-forward areas. An additional duty of ERP personnel is to give the drivers final instructions on site-specific procedures and other information such as speed and vehicle intervals. As a minimum, each crossing site requires an ERP at its own call-forward area. If sufficient engineer assets are available, ERPs may be established at far-shore holding areas to regulate rearward traffic.
CROSSING PLAN
The crossing overlay shows the crossing areas, the crossing sites, the routes leading up to them from waiting areas, and all the control measures necessary for the crossing (see Figure 3-6). The crossing synchronization matrix is a tool to adjust the crossing plan as the battle develops. It shows crossing units in relation to their planned crossing times and locations. See Appendix B for an example matrix.

The task organization paragraph and paragraph 5 of the OPORD contain the organization and command portions of the crossing plan. For more information on the development of the crossing plan, see Chapter 4.
CROSSING CONTROL
ASSAULT ACROSS THE RIVER
Battalion task forces (TFs) conducting the assault across the river move to it under the direct control of their brigade commanders. The assault TFs using rubber boats 15 (RB15s) follow the procedures in Chapter 8. The brigade commander keeps the remainder of the brigade back from the river to avoid congestion. Elements not engaged in security or supporting the crossing occupy AAs and prepare for movement across the river. CROSSING-AREA OPERATIONS
After the assault across the river, the brigade has an initial position on the far shore and is no longer fighting to seize the exit bank. The brigade needs its follow-on forces across as quickly as possible. The battalions can now cross without engaging in combat at the river. The brigade commander activates the crossing area to move forces rapidly and efficiently. The urgent need to get tanks across the river means the rafting stage often begins before terrain on the far shore is secure to the planned RL. Therefore, the crossing area is initially limited to the near shore. The first fighting vehicles swimming or rafting across under this circumstance have limited space to regroup before commitment to the fight.
n the call-forward area at site Green 33, ERP personnel organize individual vehicles into raft loads. They guide the raft loads down to the raft centerlines as directed by the CSC. In the call-forward area at site Green 21, vehicle crews make the final vehicle swimming preparations. ERP personnel send the vehicles down to the swimming site when directed by the CSC.
TRANSFER OF SUPPORT FORCES TO DIVISION
Once the bridgehead forces are across the river, the crossing sites are relatively secure. Since ground maneuver is no longer close to the crossing area, the operation at the river becomes predominantly a bridging and traffic-scheduling problem. The division headquarters moves the RL at the rear of the bridgehead force to the far shore. The crossing areas come under direct division control. As directed by the ADC, the brigade commander turns over his crossing area to another officer, normally the CAE, who becomes responsible for the crossing area. The CAE then reports through the CFE to the ADC at the DREAR. The CAE's unit headquarters becomes the crossing-area headquarters. MOVEMENT CONTROL
RETROGRADE CROSSINGS
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