HEADQUARTERS
DEPARTMENT OF THE ARMY


FM 3-25.26 (FM 21-26)


MAP READING

AND

LAND NAVIGATION


DISTRIBUTION RESTRICTION: Approved for public release; distribution is unlimited.


FM 3-25.26 (FM 21-26)


FIELD MANUAL
No. 3-25.26


HEADQUARTERS
DEPARTMENT OF THE ARMY
Washington, DC , 20 July 2001


MAP READING AND LAND NAVIGATION


CONTENTS


Page


PREFACE


Part One
MAP READING

CHAPTER 1. TRAINING STRATEGY

1-1. Building-Block Approach 1-1

1-2. Armywide Implementation 1-2

1-3. Safety 1-2

CHAPTER 2. MAPS

2-1. Definition 2-1

2-2. Purpose 2-1

2-3. Procurement 2-2

2-4. Security 2-3

2-5. Care 2-3

2-6. Categories 2-3

2-7. Military Map Substitutes 2-7

2-8. Standards of Accuracy 2-8

CHAPTER 3. MARGINAL INFORMATION AND SYMBOLS

3-1. Marginal Information on a Military Map 3-1

3-2. Additional Notes 3-5

3-3. Topographic Map Symbols 3-5

3-4. Military Symbols 3-6

3-5. Colors Used on a Military Map 3-6

CHAPTER 4. GRIDS

4-1. Reference System 4-1

4-2. Geographic Coordinates 4-1

4-3. Military Grids 4-10

DISTRIBUTION RESTRICTION: Approved for public release; distribution is unlimited.


This publication FM 3-25.26 supersedes FM 21-26, 7 May 1993.


FM 3-25.26


CHAPTER 5.


CHAPTER 6.


CHAPTER 7.


CHAPTER 8.


Page

4-4. United States Army Military Grid Reference System 4-12

4-5. Locate a Point Using Grid Coordinates 4-17

4-6. Locate a Point Using the US Army Military Grid

Reference System 4-21

4-7. Grid Reference Box 4-24

4-8. Other Grid Systems 4-25

4-9. Protection of Map Coordinates and Locations 4-27

SCALE AND DISTANCE

5-1. Representative Fraction 5-1

5-2. Graphic (Bar) Scales 5-3

5-3. Other Methods 5-11

DIRECTION

6-1. Methods of Expressing Direction 6-1

6-2. Base Lines 6-1

6-3. Azimuths 6-2

6-4. Grid Azimuths 6-4

6-5. Protractor 6-5

6-6. Declination Diagram 6-8

6-7. Intersection 6-14

6-8. Resection 6-16

6-9. Modified Resection 6-19

6-10. Polar Coordinates 6-20

OVERLAYS

7-1. Purpose 7-1

7-2. Map Overlay 7-1

7-3. Aerial Photograph Overlay 7-3

AERIAL PHOTOGRAPHS

8-1. Comparison With Maps 8-1

8-2. Types 8-1

8-3. Types of Film 8-7

8-4. Numbering and Titling Information 8-7

8-5. Scale Determination 8-8

8-6. Indexing 8-10

8-7. Orienting of Photograph 8-13

8-8. Point Designation Grid 8-14

8-9. Identification of Photograph Features 8-17

8-10. Stereovision 8-18


FM 3-25.26 (FM 21-26)


Page


Part Two
LAND NAVIGATION


CHAPTER 9. NAVIGATION EQUIPMENT AND METHODS

9-1. Types of Compasses 9-1

9-2. Lensatic Compass 9-1

9-3. Compass Handling 9-2

9-4. Using a Compass 9-3

9-5. Field-Expedient Methods 9-7

9-6. Global Positioning System 9-12

CHAPTER 10. ELEVATION AND RELIEF

10-1. Definitions 10-1

10-2. Methods of Depicting Relief 10-1

10-3. Contour Intervals 10-2

10-4. Types of Slopes 10-5

10-5. Percentage of Slope 10-8

10-6. Terrain Features 10-11

10-7. Interpretation of Terrain Features 10-17

10-8. Profiles 10-20

CHAPTER 11. TERRAIN ASSOCIATION

11-1. Orienting the Map 11-1

11-2. Locations 11-6

11-3. Terrain Association Usage 11-7

11-4. Tactical Considerations 11-9

11-5. Movement and Route Selection 11-12

11-6. Navigation Methods 11-14

11-7. Night Navigation 11-18

CHAPTER 12. MOUNTED LAND NAVIGATION

12-1. Principles 12-1

12-2. Navigator's Duties 12-1

12-3. Movement 12-1

12-4. Terrain Association Navigation 12-3

12-5. Dead Reckoning Navigation 12-6

12-6. Stabilized Turret Alignment Navigation 12-7

12-7. Combination Navigation 12-8

CHAPTER 13. NAVIGATION IN DIFFERENT TYPES OF TERRAIN

13-1. Desert Terrain 13-1

13-2. Mountain Terrain 13-4

13-3. Jungle Terrain 13-6

13-4. Arctic Terrain 13-9


FM 3-25.26


Page

13-5. Urban Areas 13-10

CHAPTER 14. UNIT SUSTAINMENT

14-1. Set Up a Sustainment Program 14-1

14-2. Set Up a Train-the-Trainer Program 14-2

14-3. Set Up a Land Navigation Course 14-2

APPENDIX A. FIELD SKETCHING A-l

APPENDIX B. MAP FOLDING TECHNIQUES B-l

APPENDIX C. UNITS OF MEASURE AND CONVERSION FACTORS C-l

APPENDIX D. JOINT OPERATIONS GRAPHICS D-l

APPENDIX E. EXPORTABLE TRAINING MATERIAL E-l

APPENDIX F. ORIENTEERING F-l

APPENDIX G. M2 COMPASS G-l

APPENDIX H. ADDITIONAL AIDS H-l

APPENDIX I. FOREIGN MAPS 1-1

APPENDIX J. GLOBAL POSITIONING SYSTEM J-l

APPENDIX K. PRECISION LIGHTWEIGHT GLOBAL POSITIONING

SYSTEM RECEIVER K-l

GLOSSARY Glossary-1

REFERENCES References-1

INDEX Index- 1


IV


FM 3-25.26


PREFACE

The purpose of this field manual is to provide a standardized source document for
Army wide reference on map reading and land navigation. This manual applies to every
soldier in the Army regardless of service branch, MOS, or rank. This manual also contains
both doctrine and training guidance on these subjects. Part One addresses map reading and
Part Two, land navigation. The appendixes include a list of exportable training materials, a
matrix of land navigation tasks, an introduction to orienteering, and a discussion of several
devices that can assist the soldier in land navigation.

The proponent of this publication is the US Army Infantry School. Submit changes to
this publication on DA Form 2028 (Recommended Changes to Publications and Blank
Forms) directly


Commandant

US Army Infantry School

ATTN: ATSH-IN-S3

Fort Benning, GA 31905-5596.

Lusanoh@benning.army.mil

Unless this publication states otherwise, masculine nouns and pronouns do not refer
exclusively to men.


FM 3-25.26


PART ONE

MAP READING

CHAPTER 1

TRAINING STRATEGY

This manual is in response to an Armywide need for a new map reading
and land navigation training strategy based on updated doctrine. This
chapter describes and illustrates this approach to teaching these skills.

1-1. BUILDING-BLOCK APPROACH

Institution courses are designed to prepare the soldier for a more advanced duty position in
his unit. The critical soldiering skills of move, shoot, and communicate must be trained,
practiced, and sustained at every level in the schools as well as in the unit. The map reading
and land navigation skills taught at each level are critical to the soldiering skills of the duty
position for which he is being school-trained. Therefore, they are also a prerequisite for a
critical skill at a more advanced level.

a. A soldier completing initial-entry training must be prepared to become a team
member. He must be proficient in the basic map reading and dead reckoning skills.

b. After completing the Primary Leadership Development Course (PLDC), a soldier
should be ready to be a team leader. This duty position requires expertise in the skills of map
reading, dead reckoning, and terrain association.

c. A soldier completing the Basic NCO Course (BNCOC) has been trained for the
squad leader position. Map reading and land navigation at skill level 3 requires development
of problem-solving skills; for example, route selection and squad tactical movement.

d. At skill level 4, the soldier completing the Advanced NCO Course (ANCOC) is
prepared to assume the duty position of platoon sergeant or operations NCO. Planning
tactical movements, developing unit sustainment, and making decisions are the important
land navigation skills at this level.

e. Officers follow similar progression. A new second lieutenant must have mastered
map reading and land navigation skills, and have an aptitude for dead reckoning and terrain
association.

(1) After completing the Officer Basic Course, the officer must be prepared to assume
the duties and responsibilities of a platoon leader. He is required to execute the orders and
operations of his commander. Map reading and land navigation at this level require
development of the problem-solving skills of route selection and tactical movement.

(2) After completing the Officer Advanced Course, the officer is prepared to assume the
duties and responsibilities of a company commander or primary staff officer. The
commander must plan and execute operations with full consideration to all aspects of
navigation. The staff officer must recommend battlefield placement of all administrative,
logistical, and personnel resources. These recommendations cannot be tactically sound
unless the estimate process includes a detailed analysis of the area of operations. This ability
requires expertise in all map reading and navigation skills to include the use of nonmilitary
maps, aerial photographs, and terrain analysis with respect to both friendly and enemy


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FM 3-25.26


forces. The commander/staff officer must plan and execute a program to develop the unit's
train-the-trainer program for land navigation.

f. A program of demonstrated proficiency of all the preceding skill levels to the
specified conditions and standards is a prerequisite to the successful implementation of a
building-block training approach. This approach reflects duty position responsibilities in
map reading and land navigation. An understanding of the fundamental techniques of dead
reckoning or field-expedient methods is a basic survival skill that each soldier must develop
at the initial-entry level. This skill provides a support foundation for more interpretive
analysis at intermediate skill levels 2 and 3, with final progression to level 4. Mastery of all
map reading and land navigation tasks required in previous duty positions is essential for the
sequential development of increasingly difficult abilities. This building-block approach is
supported by scope statements. It is part of the training doctrine at each level in the
institutional training environment of each course.

g. Exportable training and instructor support/certification packages are being developed
based upon the updated map reading and land navigation field manual. Innovative training
devices and materials are being developed for use in the institution, ROTC regions, and the
field. (See Appendixes E and H.)

1-2. ARMYWIDE IMPLEMENTATION

A mandatory core of critical map reading and land navigation tasks and a list of electives
will be provided to each TRADOC service school and FORSCOM professional development
school. Standardization is achieved through the mandatory core. Exportable training material
is made available to support Armywide implementation.

1-3. SAFETY

Unit leaders plan to brief and enforce all safety regulations established by local range
control. They coordinate the mode of evacuation of casualties through the appropriate
channels. They review all installation safety regulations. Unit leaders must complete a
thorough terrain reconnaissance before using an area for land navigation training. They
should look for dangerous terrain, heavy trafficked roads, water obstacles, wildlife, and
training debris.


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FM 3-25.26


CHAPTER 2

MAPS

Cartography is the art and science of expressing the known physical
features of the earth graphically by maps and charts. No one knows who
drew, molded, laced together, or scratched out in the dirt the first map. But
a study of history reveals that the most pressing demands for accuracy and
detail in mapping have come as the result of military needs. Today, the
complexities of tactical operations and deployment of troops are such that
it is essential for all soldiers to be able to read and interpret their maps in
order to move quickly and effectively on the battlefield. This chapter
includes the definition and purpose of a map and describes map security,
types, categories, and scales.

2-1. DEFINITION

A map is a graphic representation of a portion of the earth's surface drawn to scale, as seen
from above. It uses colors, symbols, and labels to represent features found on the ground.
The ideal representation would be realized if every feature of the area being mapped could
be shown in true shape. Obviously this is impossible, and an attempt to plot each feature true
to scale would result in a product impossible to read even with the aid of a magnifying glass.

a. Therefore, to be understandable, features must be represented by conventional signs
and symbols. To be legible, many of these must be exaggerated in size, often far beyond the
actual ground limits of the feature represented. On a 1:250,000 scale map, the prescribed
symbol for a building covers an area about 500 feet square on the ground; a road symbol is
equivalent to a road about 520 feet wide on the ground; the symbol for a single-track railroad
(the length of a cross-tie) is equivalent to a railroad cross-tie about 1 ,000 feet on the ground.

b. The portrayal of many features requires similar exaggeration. Therefore, the selection
of features to be shown, as well as their portrayal, is in accord with the guidance established
by the Defense Mapping Agency.

2-2. PURPOSE

A map provides information on the existence, the location of, and the distance between
ground features, such as populated places and routes of travel and communication. It also
indicates variations in terrain, heights of natural features, and the extent of vegetation cover.
With our military forces dispersed throughout the world, it is necessary to rely on maps to
provide information to our combat elements and to resolve logistical operations far from our
shores. Soldiers and materials must be transported, stored, and placed into operation at the
proper time and place. Much of this planning must be done by using maps. Therefore, any
operation requires a supply of maps; however, the finest maps available are worthless unless
the map user knows how to read them.

2-3. PROCUREMENT

Most military units are authorized a basic load of maps. Local command supplements to
AR 1 15-1 1 provide tables of initial allowances for maps. Map requisitions and distributions
are accomplished through the Defense Mapping Agency Hydrographic and Topographic


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FM 3-25.26


Center's Office of Distribution and Services. In the division, however, maps are a
responsibility of the G2 section.

a. To order a map, refer to the DMA catalog located at your S2/G2 shop. Part 3 of this
catalog, Topographic Maps, has five volumes. Using the delineated map index, find the map
or maps you want based upon the location of the nearest city. With this information, order
maps using the following forms:

(1) Standard Form 344. It can be typed or handwritten; it is used for mailing or over-thecounter service.

(2) Department of Defense Form 1348. Same as SF 344. You can order copies of only
one map sheet on each form.

(3) Department of Defense Form 1348M. This is a punch card form for AUDODIN
ordering.

(4) Department of Defense Form 173. This is a message form to be used for urgent
ordering.

With the exception of the message form (DD 173), the numbered sections of all forms are
the same. For example: In block 1, if you are in CONUS, enter "AOD," if you are overseas,
enter "A04." In block 2, use one of the following codes for your location.


LOCATION


CODE


Europe


CS7


Hawaii


HM9


Korea


WM4


Alaska


WC1


Panama


HMJ


CONUS


HM8


Your supply section will help you complete the rest of the form.

b. Stock numbers are also listed in map catalogs, which are available at division and
higher levels and occasionally in smaller units. A map catalog consists of small-scale maps
upon which the outlines of the individual map sheets of a series have been delineated.
Another document that is an aid to the map user is the gazetteer. A gazetteer lists all the
names appearing on a map series of a geographical area, a designation that identifies what
is located at that place name, a grid reference, a sheet number of the map upon which the
name appeared, and the latitude and longitude of the named features. Gazetteers are prepared
for maps of foreign areas only.

2-4. SECURITY

All maps should be considered as documents that require special handling. If a map falls into
unauthorized hands, it could easily endanger military operations by providing information
of friendly plans or areas of interest to the enemy. Even more important would be a map on
which the movements or positions of friendly soldiers were marked. It is possible, even
though the markings on a map have been erased, to determine some of the erased
information. Maps are documents that must not fall into unauthorized hands.


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FM 3-25.26


a. If a map is no longer needed, it must be turned in to the proper authority. If a map is
in danger of being captured, it must be destroyed. The best method of destruction is by
burning it and scattering the ashes. If burning is not possible, the map can be torn into small
pieces and scattered over a wide area.

b. Maps of some areas of the world are subject to third party limitations. These are
agreements that permit the United States to make and use maps of another country provided
these maps are not released to any third party without permission of the country concerned.
Such maps require special handling.

c. Some maps may be classified and must be handled and cared for in accordance with
AR 380-5 and, if applicable, other local security directives.

2-5. CARE

Maps are documents printed on paper and require protection from water, mud, and tearing.
Whenever possible, a map should be carried in a waterproof case, in a pocket, or in some
other place where it is handy for use but still protected.

a. Care must also be taken when using a map since it may have to last a long time. If
it becomes necessary to mark a map, the use of a pencil is recommended. Use light lines so
they may be erased easily without smearing and smudging, or leaving marks that may cause
confusion later. If the map margins must be trimmed for any reason, it is essential to note
any marginal information that may be needed later, such as grid data and magnetic
declination.

b. Special care should be taken of a map that is being used in a tactical mission,
especially in small units; the mission may depend on that map. All members of such units
should be familiar with the map's location at all times.

c. Appendix B shows two ways of folding a map.

2-6. CATEGORIES

The DMA's mission is to provide mapping, charting, and all geodesy support to the armed
forces and all other national security operations. DMA produces four categories of products
and services: hydrographic, topographic, aeronautical, and missile and targeting. Military
maps are categorized by scale and type.

a. Scale. Because a map is a graphic representation of a portion of the earth's surface
drawn to scale as seen from above, it is important to know what mathematical scale has been
used. You must know this to determine ground distances between objects or locations on the
map, the size of the area covered, and how the scale may affect the amount of detail being
shown. The mathematical scale of a map is the ratio or fraction between the distance on a
map and the corresponding distance on the surface of the earth. Scale is reported as a
representative fraction with the map distance as the numerator and the ground distance as
the denominator.

map distance
Representative fraction (scale)


ground distance

As the denominator of the representative fraction gets larger and the ratio gets smaller, the
scale of the map decreases. Defense Mapping Agency maps are classified by scale into three


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FM 3-25.26


categories. They are small-, medium-, and large-scale maps (Figure 2-1). The terms "small
scale," "medium scale," and "large scale" may be confusing when read in conjunction
with the number. However, if the number is viewed as a fraction, it quickly becomes
apparent that 1:600,000 of something is smaller than 1:75,000 of the same thing. Therefore,
the larger the number after 1:, the smaller the scale of the map.

(1) Small. Those maps with scales of 1:1,000,000 and smaller are used for general
planning and for strategic studies (bottom map in Figure 2-1). The standard small-scale map
is 1:1,000,000. This map covers a very large land area at the expense of detail.

(2) Medium. Those maps with scales larger than 1:1,000,000 but smaller than 1:75,000
are used for operational planning (center map in Figure 2-1). They contain a moderate
amount of detail, but terrain analysis is best done with the large-scale maps described below.
The standard medium-scale map is 1:250,000. Medium scale maps of 1:100,000 are also
frequently encountered.

(3) Large. Those maps with scales of 1:75,000 and larger are used for tactical,
administrative, and logistical planning (top map in Figure 2-1). These are the maps that you
as a soldier or junior leader are most likely to encounter. The standard large-scale map is
1:50,000; however, many areas have been mapped at a scale of 1:25,000.


Figure 2-1. Scale classifications.

b. Types. The map of choice for land navigators is the l:50,000-scale military
topographic map. It is important, however, that you know how to use the many other
products available from the DMA as well. When operating in foreign places, you may
discover that DMA map products have not yet been produced to cover your particular area
of operations, or they may not be available to your unit when you require them. Therefore,
you must be prepared to use maps produced by foreign governments that may or may not
meet the standards for accuracy set by DMA. These maps often use symbols that resemble
those found on DMA maps but which have completely different meanings. There may be
other times when you must operate with the only map you can obtain. This might be a
commercially produced map run off on a copy machine at higher headquarters. In Grenada,
many of our troops used a British tourist map.


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FM 3-25.26


(1) Planimetric Map. This is a map that presents only the horizontal positions for the
features represented. It is distinguished from a topographic map by the omission of relief,
normally represented by contour lines. Sometimes, it is called a line map.

(2) Topographic Map. This is a map that portrays terrain features in a measurable way
(usually through use of contour lines), as well as the horizontal positions of the features
represented. The vertical positions, or relief, are normally represented by contour lines on
military topographic maps. On maps showing relief, the elevations and contours are
measured from a specific vertical datum plane, usually mean sea level. Figure 3-1 shows a
typical topographic map.

(3) Photomap. This is a reproduction of an aerial photograph upon which grid lines,
marginal data, place names, route numbers, important elevations, boundaries, and
approximate scale and direction have been added. (See Chapter 8.)

(4) Joint Operations Graphics. These maps are based on the format of standard
1 :250,000 medium-scale military topographic maps, but they contain additional information
needed in joint air-ground operations (Figure 2-2). Along the north and east edges of the
graphic, detail is extended beyond the standard map sheet to provide overlap with adjacent
sheets. These maps are produced both in ground and air formats. Each version is identified
in the lower margin as either Joint Operations Graphic (Air) or Joint Operations Graphic
(Ground). The topographic information is identical on both, but the ground version shows
elevations and contour in meters and the air version shows them in feet. Layer (elevation)
tinting and relief shading are added as an aid to interpolating relief. Both versions emphasize
airlanding facilities (shown in purple), but the air version has additional symbols to identify
aids and obstructions to air navigation. (See Appendix D for additional information.)


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FM 3-25.26


Figure 2-2. Joint operations graphic (air).

(5) Photomosaic. This is an assembly of aerial photographs that is commonly called a
mosaic in topographic usage. Mosaics are useful when time does not permit the compilation
of a more accurate map. The accuracy of a mosaic depends on the method employed in its
preparation and may vary from simply a good pictorial effect of the ground to that of a
planimetric map.

(6) Terrain Model. This is a scale model of the terrain showing features, and in largescale models showing industrial and cultural shapes. It provides a means for visualizing the
terrain for planning or indoctrination purposes and for briefing on assault landings.

(7) Military City Map. This is a topographic map (usually at 1 : 12,550 scale, sometimes
up to 1:5,000), showing the details of a city. It delineates streets and shows street names,
important buildings, and other elements of the urban landscape important to navigation and
military operations in urban terrain. The scale of a military city map depends on the
importance and size of the city, density of detail, and available intelligence information.

(8) Special Maps. These are maps for special purposes, such as trafficability,
communications, and assault maps. They are usually in the form of an overprint in the scales
smaller than 1 : 100,000 but larger than 1 : 1 ,000,000. A special purpose map is one that has
been designed or modified to give information not covered on a standard map. The wide
range of subjects that could be covered under the heading of special purpose maps prohibits,


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FM 3-25.26


within the scope of this manual, more than a brief mention of a few important ones. Some
of the subjects covered are:

Terrain features.

Drainage characteristics.

Vegetation.

Climate.

Coasts and landing beaches.

Roads and bridges.

Railroads.

Airfields.

Urban areas.

Electric power.

Fuels.

Surface water resources.

Ground water resources.

Natural construction materials.

Cross-country movements.

Suitability for airfield construction.

Airborne operations.

2-7. MILITARY MAP SUBSTITUTES

If military maps are not available, use substitute maps. The substitute maps can range from
foreign military or commercial maps to field sketches. The DMA can provide black and
white reproductions of many foreign maps and can produce its own maps based upon
intelligence.

a. Foreign Maps. These are maps that have been compiled by nations other than our
own. When these must be used, the marginal information and grids are changed to conform
to our standards if time permits. The scales may differ from our maps, but they do express
the ratio of map distance to ground distance and can be used in the same way. The legend
must be used since the map symbols almost always differ from ours. Because the accuracy
of foreign maps varies considerably, they are usually evaluated in regard to established
accuracy standards before they are issued to our troops. (See Appendix I for additional
information.)

b. Atlases. These are collections of maps of regions, countries, continents, or the world.
Such maps are accurate only to a degree and can be used for general information only.

c. Geographic Maps. These maps give an overall idea of the mapped area in relation
to climate, population, relief, vegetation, and hydrography. They also show general location
of major urban areas.

d. Tourist Road Maps. These are maps of a region in which the main means of
transportation and areas of interest are shown. Some of these maps show secondary networks
of roads, historic sites, museums, and beaches in detail. They may contain road and time
distance between points. Careful consideration should be exercised about the scale when
using these maps.

e. City/Utility Maps. These are maps of urban areas showing streets, water ducts,
electricity and telephone lines, and sewers.


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FM 3-25.26


f. Field Sketches. These are preliminary drawings of an area or piece of terrain. (See
Appendix A.)

g. Aerial Photographs. These can be used as map supplements or substitutes to help
you analyze the terrain, plan your route, or guide your movement. (See Chapter 8 for
additional information).

2-8. STANDARDS OF ACCURACY

Accuracy is the degree of conformity with which horizontal positions and vertical values are
represented on a map in relation to an established standard. This standard is determined by
the DMA based on user requirements. A map can be considered to meet accuracy
requirement standards unless otherwise specified in the marginal information.


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FM 3-25.26


CHAPTER 3

MARGINAL INFORMATION AND SYMBOLS

A map could be compared to any piece of equipment, in that before it is
placed into operation the user must read the instructions. It is important that
you, as a soldier, know how to read these instructions. The most logical
place to begin is the marginal information and symbols, where useful
information telling about the map is located and explained. All maps are not
the same, so it becomes necessary every time a different map is used to
examine the marginal information carefully.

3-1. MARGINAL INFORMATION ON A MILITARY MAP

Figure 3-1 (page 3-4) shows a reduced version of a large-scale topographic map. The circled
numbers indicate the items of marginal information that the map user needs to know. These
circled numbers correspond to the following listed items.

a. Sheet Name (1). The sheet name is found in bold print at the center of the top and
in the lower left area of the map margin. A map is generally named for the settlement
contained within the area covered by the sheet, or for the largest natural feature located
within the area at the time the map was drawn.

b. Sheet Number (2). The sheet number is found in bold print in both the upper right
and lower left areas of the margin, and in the center box of the adjoining sheets diagram,
which is found in the lower right margin. It is used as a reference number to link specific
maps to overlays, operations orders, and plans. For maps at 1: 100,000 scale and larger, sheet
numbers are based on an arbitrary system that makes possible the ready orientation of maps
at scales of 1:100,000, 1:50,000, and 1:25,000.

c. Series Name (3). The map series name is found in the same bold print as the sheet
number in the upper left corner of the margin. The name given to the series is generally that
of a major political subdivision, such as a state within the United States or a European
nation. A map series usually includes a group of similar maps at the same scale and on the
same sheet lines or format designed to cover a particular geographic area. It may also be a
group of maps that serve a common purpose, such as the military city maps.

d. Scale (4). The scale is found both in the upper left margin after the series name, and
in the center of the lower margin. The scale note is a representative fraction that gives the
ratio of a map distance to the corresponding distance on the earth's surface. For example,
the scale note 1 :50,000 indicates that one unit of measure on the map equals 50,000 units of
the same measure on the ground.

e. Series Number (5). The series number is found in both the upper right margin and
the lower left margin. It is a sequence reference expressed either as a four-digit numeral
(1 125) or as a letter, followed by a three- or four-digit numeral (M661; T71 10).

f. Edition Number (6). The edition number is found in bold print in the upper right
area of the top margin and the lower left area of the bottom margin. Editions are numbered
consecutively; therefore, if you have more than one edition, the highest numbered sheet is
the most recent. Most military maps are now published by the DMA, but older editions of
maps may have been produced by the US Army Map Service. Still others may have been
drawn, at least in part, by the US Army Corps of Engineers, the US Geological Survey, or


3-1


FM 3-25.26


other agencies affiliated or not with the United States or allied governments. The credit line,
telling who produced the map, is just above the legend. The map information date is found
immediately below the word "LEGEND" in the lower left margin of the map. This date is
important when determining how accurately the map data might be expected to match what
you will encounter on the ground.

g. Index to Boundaries (7). The index to boundaries diagram appears in the lower or
right margin of all sheets. This diagram, which is a miniature of the map, shows the
boundaries that occur within the map area, such as county lines and state boundaries.

h. Adjoining Sheets Diagram (8). Maps at all standard scales contain a diagram that
illustrates the adjoining sheets. On maps at 1:100,000 and larger scales and at 1:1,000,000
scale, the diagram is called the index to adjoining sheets. It consists of as many rectangles
representing adjoining sheets as are necessary to surround the rectangle that represents the
sheet under consideration. The diagram usually contains nine rectangles, but the number
may vary depending on the locations of the adjoining sheets. All represented sheets are
identified by their sheet numbers. Sheets of an adjoining series, whether published or
planned, that are at the same scale are represented by dashed lines. The series number of the
adjoining series is indicated along the appropriate side of the division line between the
series.

i. Elevation Guide (9). This is normally found in the lower right margin. It is a
miniature characterization of the terrain shown. The terrain is represented by bands of
elevation, spot elevations, and major drainage features. The elevation guide provides the
map reader with a means of rapid recognition of major landforms.

j. Declination Diagram (10). This is located in the lower margin of large-scale maps
and indicates the angular relationships of true north, grid north, and magnetic north. On
maps at 1:250,000 scale, this information is expressed as a note in the lower margin. In
recent edition maps, there is a note indicating the conversion of azimuths from grid to
magnetic and from magnetic to grid next to the declination diagram.

k. Bar Scales (11). These are located in the center of the lower margin. They are rulers
used to convert map distance to ground distance. Maps have three or more bar scales, each
in a different unit of measure. Care should be exercised when using the scales, especially
in the selection of the unit of measure that is needed.

1. Contour Interval Note (12). This note is found in the center of the lower margin
normally below the bar scales. It states the vertical distance between adjacent contour lines
of the map. When supplementary contours are used, the interval is indicated. In recent
edition maps, the contour interval is given in meters instead of feet.

m. Spheroid Note (13). This note is located in the center of the lower margin.
Spheriods (ellipsoids) have specific parameters that define the X Y Z axis of the earth. The
spheriod is an integral part of the datum.

n. Grid Note (14). This note is located in the center of the lower margin. It gives
information pertaining to the grid system used and the interval between grid lines, and it
identifies the UTM grid zone number.

o. Projection Note (15). The projection system is the framework of the map. For
military maps, this framework is of the conformal type; that is, small areas of the surface of
the earth retain their true shapes on the projection; measured angles closely approximate true
values; and the scale factor is the same in all directions from a point. The projection note


3-2


FM 3-25.26


is located in the center of the lower margin. Refer to DMA for the development
characteristics of the conformal-type projection systems.

(1) Between 80° south and 84° north, maps at scales larger than 1:500,000 are based on
the transverse Mercator projection. The note reads TRANSVERSE MERCATOR
PROJECTION.

(2) Between 80° south and 84° north, maps at 1:1,000,000 scale and smaller are based
on standard parallels of the lambert conformal conic projection. The note reads, for
example, LAMBERT CONFORMAL CONIC PROJECTIONS 36° 40' N AND 39° 20' N.

(3) Maps of the polar regions (south of 80° south and north of 84° north) at 1 : 1 ,000,000
and larger scales are based on the polar stereographic projection. The note reads POLAR
STEREOGRAPHIC PROJECTION.

p. Vertical Datum Note (16). This note is located in the center of the lower margin.
The vertical datum or vertical-control datum is defined as any level surface (for example,
mean sea level) taken as a surface of reference from which to determine elevations. In the
United States, Canada, and Europe, the vertical datum refers to the mean sea level surface.
However, in parts of Asia and Africa, the vertical-control datum may vary locally and is
based on an assumed elevation that has no connection to any sea level surface. Map readers
should habitually check the vertical datum note on maps, particularly if the map is used for
low-level aircraft navigation, naval gunfire support, or missile target acquisition.

q. Horizontal Datum Note (17). This note is located in the center of the lower margin.
The horizontal datum or horizontal-control datum is defined as a geodetic reference point
(of which five quantities are known: latitude, longitude, azimuth of a line from this point,
and two constants, which are the parameters of reference ellipsoid). These are the basis for
horizontal-control surveys. The horizontal-control datum may extend over a continent or
be limited to a small local area. Maps and charts produced by DMA are produced on 32
different horizontal-control data. Map readers should habitually check the horizontal datum
note on every map or chart, especially adjacent map sheets. This is to ensure the products
are based on the same horizontal datum. If products are based on different horizontal-control
data, coordinate transformations to a common datum must be performed. UTM coordinates
from the same point computed on different data may differ as much as 900 meters.

r. Control Note (18). This note is located in the center of the lower margin. It indicates
the special agencies involved in the control of the technical aspects of all the information
that is disseminated on the map.

s. Preparation Note (19). This note is located in the center of the lower margin. It
indicates the agency responsible for preparing the map.

t. Printing Note (20). This note is also located in the center of the lower margin. It
indicates the agency responsible for printing the map and the date the map was printed. The
printing data should not be used to determine when the map information was obtained.

u. Grid Reference Box (21). This box is normally located in the center of the lower
margin. It contains instructions for composing a grid reference.

v. Unit imprint and Symbol (22). The unit imprint and symbol is on the left side of
the lower margin. It identifies the agency that prepared and printed the map with its
respective symbol. This information is important to the map user in evaluating the reliability
of the map.

w. Legend (23). The legend is located in the lower left margin. It illustrates and
identifies the topographic symbols used to depict some of the more prominent features on


3-3


FM 3-25.26


the map. The symbols are not always the same on every map. Always refer to the legend
to avoid errors when reading a map.


Figure 3-1. Topographical map.


3-4


FM 3-25.26


3-2. ADDITIONAL NOTES

Not all maps contain the same items of marginal information. Under certain conditions,
special notes and scales may be added to aid the map user. The following are examples:

a. Glossary. This is an explanation of technical terms or a translation of terms on maps
of foreign areas where the native language is other than English.

b. Classification. Certain maps require a note indicating the security classification.
This is shown in the upper and lower margins.

c. Protractor Scale. This scale may appear in the upper margin on some maps. It is
used to lay out the magnetic-grid declination for the map, which, in turn, is used to orient the
map sheet with the aid of the lensatic compass.

d. Coverage Diagram. On maps at scales of 1 : 100,000 and larger, a coverage diagram
may be used. It is normally in the lower or right margin and indicates the methods by which
the map was made, dates of photography, and reliability of the sources. On maps at
1 :250,000 scale, the coverage diagram is replaced by a reliability diagram.

e. Special Notes (24). A special note is any statement of general information that
relates to the mapped area. It is normally found in the lower right margin. For example:
This map is red-light readable.

f. User's Note (25). This note is normally located in the lower right-hand margin. It
requests cooperation in correcting errors or omissions on the map. Errors should be marked
and the map forwarded to the agency identified in the note.

g. Stock Number Identification (26). All maps published by the DMA that are in the
Department of the Army map supply system contain stock number identifications that are
used in requisitioning map supplies. The identification consists of the words "STOCK NO"
followed by a unique designation that is composed of the series number, the sheet number
of the individual map and, on recently printed sheets, the edition number. The designation
is limited to 15 units (letters and numbers). The first 5 units are allotted to the series
number; when the series number is less than 5 units, the letter "X" is substituted as the fifth
unit. The sheet number is the next component; however, Roman numerals, which are part
of the sheet number, are converted to Arabic numerals in the stock number. The last 2 units
are the edition number; the first digit of the edition number is a zero if the number is less
than 10. If the current edition number is unknown, the number 01 is used. The latest
available edition will be furnished. Asterisks are placed between the sheet number and the
edition number when necessary to ensure there are at least 1 1 units in the stock number.

h. Conversion Graph (27). Normally found in the right margin, this graph indicates
the conversion of different units of measure used on the map.

3-3. TOPOGRAPHIC MAP SYMBOLS

The purpose of a map is to permit one to visualize an area of the earth's surface with
pertinent features properly positioned. The map's legend contains the symbols most
commonly used in a particular series or on that specific topographic map sheet. Therefore,
the legend should be referred to each time a new map is used. Every effort is made to design
standard symbols that resemble the features they represent. If this is not possible, symbols
are selected that logically imply the features they portray. For example, an open-pit mining
operation is represented by a small black drawing of a crossed hammer and pickax.


3-5


FM 3-25.26


a. Ideally, all the features within an area would appear on a map in their true proportion,
position, and shape. This, however, is not practical because many of the features would be
unimportant and others would be unrecognizable because of their reduction in size.

b. The mapmaker has been forced to use symbols to represent the natural and man-made
features of the earth's surface. These symbols resemble, as closely as possible, the actual
features themselves as viewed from above. They are positioned in such a manner that the
center of the symbol remains in its true location. An exception to this would be the position
of a feature adjacent to a major road. If the width of the road has been exaggerated, then the
feature is moved from its true position to preserve its relation to the road. Field
Manual 21-31 gives a description of topographic features and abbreviations authorized for
use on our military maps.

3-4. MILITARY SYMBOLS

In addition to the topographic symbols used to represent the natural and man-made features
of the earth, military personnel require some method for showing identity, size, location, or
movement of soldiers; and military activities and installations. The symbols used to represent
these military features are known as military symbols. These symbols are not normally
printed on maps because the features and units that they represent are constantly moving or
changing; military security is also a consideration. They do appear in special maps and
overlays (Chapter 7). The map user draws them in, in accordance with proper security
precautions. Refer to FM 101-5-1 for complete information on military symbols.

3-5. COLORS USED ON A MILITARY MAP

By the fifteenth century, most European maps were carefully colored. Profile drawings of
mountains and hills were shown in brown, rivers and lakes in blue, vegetation in green, roads
in yellow, and special information in red. A look at the legend of a modern map confirms
that the use of colors has not changed much over the past several hundred years. To
facilitate the identification of features on a map, the topographical and cultural information
is usually printed in different colors. These colors may vary from map to map. On a
standard large-scale topographic map, the colors used and the features each represent are:

a. Black. Indicates cultural (man-made) features such as buildings and roads, surveyed
spot elevations, and all labels.

b. Red-Brown. The colors red and brown are combined to identify cultural features,
all relief features, non-surveyed spot elevations, and elevation, such as contour lines on redlight readable maps.

c. Blue. Identifies hydrography or water features such as lakes, swamps, rivers, and
drainage.

d. Green. Identifies vegetation with military significance, such as woods, orchards, and
vineyards.

e. Brown. Identifies all relief features and elevation, such as contours on older edition
maps, and cultivated land on red-light readable maps.

f. Red. Classifies cultural features, such as populated areas, main roads, and
boundaries, on older maps.

g. Other. Occasionally other colors may be used to show special information. These
are indicated in the marginal information as a rule.


3-6


FM 3-25.26


CHAPTER 4

GRIDS

This chapter covers how to determine and report positions on the ground
in terms of their locations on a map. Knowing where you are (position fixing)
and being able to communicate that knowledge is crucial to successful land
navigation as well as to the effective employment of direct and indirect fire,
tactical air support, and medical evacuation. It is essential for valid target
acquisition; accurate reporting of NBC contamination and various danger
areas; and obtaining emergency resupply. Few factors contribute as much
to the survivability of troops and equipment and to the successful
accomplishment of a mission as always knowing where you are. The chapter
includes explanations of geographical coordinates, Universal Transverse
Mercator grids, the military grid reference system, and the use of grid
coordinates.

4-1. REFERENCE SYSTEM

In a city, it is quite simple to find a location; the streets are named and the buildings have
numbers. The only thing needed is the address. However, finding locations in undeveloped
areas or in unfamiliar parts of the world can be a problem. To cope with this problem, a
uniform and precise system of referencing has been developed.

4-2. GEOGRAPHIC COORDINATES

One of the oldest systematic methods of location is based upon the geographic coordinate
system. By drawing a set of east-west rings around the globe (parallel to the equator), and
a set of north-south rings crossing the equator at right angles and converging at the poles,
a network of reference lines is formed from which any point on the earth's surface can be
located.

a. The distance of a point north or south of the equator is known as its latitude. The
rings around the earth parallel to the equator are called parallels of latitude or simply
parallels. Lines of latitude run east-west but north-south distances are measured between
them.

b. A second set of rings around the globe at right angles to lines of latitude and passing
through the poles is known as meridians of longitude or simply meridians. One meridian is
designated as the prime meridian. The prime meridian of the system we use runs through
Greenwich, England and is known as the Greenwich meridian. The distance east or west of
a prime meridian to a point is known as its longitude. Lines of longitude (meridians) run
north-south but east-west distances are measured between them (Figures 4-1 and 4-2, page
4-2).


4-1


FM 3-25.26


w


GREENWICH

MERIDIAN


Figure 4-1. Prime meridian and equator.


MERIDIANS


N


(-PARALLELS

V GHEENWICH
i^V MERIDIAN


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S


Figure 4-2. Reference lines.

c. Geographic coordinates are expressed in angular measurement. Each circle is divided
into 360 degrees, each degree into 60 minutes, and each minute into 60 seconds. The degree
is symbolized by °, the minute by ', and the second by ". Starting with 0° at the equator, the
parallels of latitude are numbered to 90° both north and south. The extremities are the north
pole at 90° north latitude and the south pole at 90° south latitude. Latitude can have the same
numerical value north or south of the equator, so the direction N or S must always be given.
Starting with 0°at the prime meridian, longitude is measured both east and west around the
world. Lines east of the prime meridian are numbered to 180° and identified as east
longitude; lines west of the prime meridian are numbered to 180° and identified as west
longitude. The direction E or W must always be given. The line directly opposite the prime
meridian, 180°, may be referred to as either east or west longitude. The values of geographic
coordinates, being in units of angular measure, will mean more if they are compared with
units of measure with which we are more familiar. At any point on the earth, the ground


4-2


FM 3-25.26


distance covered by one degree of latitude is about 111 kilometers (69 miles); one second
is equal to about 30 meters (100 feet). The ground distance covered by one degree of
longitude at the equator is also about 111 kilometers, but decreases as one moves north or
south, until it becomes zero at the poles. For example, one second of longitude represents
about 30 meters (100 feet) at the equator; but at the latitude of Washington, DC, one second
of longitude is about 24 meters (78 feet). Latitude and longitude are illustrated in Figure 4-3.


Approximate
location of
COLUMBUS x 'i
MAP


Figure 4-3. Latitude and longitude.

d. Geographic coordinates appear on all standard military maps; on some they may be
the only method of locating and referencing a specific point. The four lines that enclose the
body of the map (neatlines) are latitude and longitude lines. Their values are given in degrees
and minutes at each of the four corners. On a portion of the Columbus map (Figure 4-4), the
figures 32° 15' and 84°45' appear at the lower right corner. The bottom line of this map is
latitude 32°15'00"N, and the line running up the right side is longitude 84°45'00"W. In
addition to the latitude and longitude given for the four corners, there are, at regularly spaced
intervals along the sides of the map, small tick marks extending into the body of the map.
Each of these tick marks is identified by its latitude or longitude value. Near the top of the
right side of the map is a tick mark and the number 20'. The full value for this tick marks is
32°20'00" of latitude. At one-third and two-thirds of the distance across the map from the
20' tick mark will be found a cross tick mark (grid squares 0379 and 9679) and at the far side
another 20' tick mark. By connecting the tick marks and crosses with straight lines, a
32°20'00" line of latitude can be added to the map. This procedure is also used to locate the
32°25'00" line of latitude. For lines of longitude, the same procedure is followed using the
tick marks along the top and bottom edges of the map.

e. After the parallels and meridians have been drawn, the geographic interval (angular
distance between two adjacent lines) must be determined. Examination of the values given
at the tick marks gives the interval. For most maps of scale 1:25,000, the interval is 2'30".
For the Columbus map and most maps of scale 1:50,000, it is 5'00". The geographic
coordinates of a point are found by dividing the sides of the geographic square in which the
point is located into the required number of equal parts. If the geographic interval is 5'00"
and the location of a point is required to the nearest second, each side of the geographic
square must be divided into 300 equal parts (5'00" = 300"), each of which would have a


4-3


FM 3-25.26


value of one second. Any scale or ruler that has 300 equal divisions and is as long as or
longer than the spacing between the lines may be used.

f. The following steps will determine the geographic coordinates of Wilkinson
Cemetery (northwest of the town of Cusseta) on the Columbus map.

(1) Draw the parallels and meridians on the map that encloses the area around the
cemetery.

(2) Determine the values of the parallels and meridians where the point falls.

Latitude 32°15'00" and 32°20'00".
Longitude 84°45'00" and 84°50'00".

(3) Determine the geographic interval (5'00" = 300").

(4) Select a scale that has 300 small divisions or multiples thereof (300 divisions, one
second each; 150 divisions, two seconds each; 75 divisions, four seconds each, and so forth).

(5) To determine the latitude —

(a) Place the scale with the of the scale on the latitude of the lowest number value
(32°15'00") and the 300 of the scale on the highest numbered line (32°20'00") (1,
Figure 4-4).

(b) While keeping the and 300 on the two lines, slide the scale (2, Figure 4-4) along
the parallels until the Wilkinson Cemetery symbol is along the edge of the numbered scale.

(c) Read the number of seconds from the scale (3, Figure 4-4), about 246.

(d) Convert the number of seconds to minutes and seconds (246" = 4'06") and add to the
value of the lower numbered line (32°15'00" + 4'06" = 32°19'06") (4, Figure 4-4).

RESULTS:

• The latitude is 32°19'06", but this is not enough.

• The latitude 32°19'06" could be either north or south of the equator, so the letter N
or S must be added to the latitude. To determine whether it is N or S, look at the
latitude values at the edge of the map and find the direction in which they become
larger. If they are larger going north, use N; if they are larger going south, use S.

• The latitude for the cemetery is 32°19'06"N.

(6) Determine the longitude, repeat the same steps but measure between lines of
longitude and use E and W. The geographic coordinates of Wilkinson Cemetery should be
about 32°19'06"N and 84°47'32"W (Figure 4-5, page 4-6).

g. To locate a point on the Columbus map (Figure 4-6, page 4-7) when knowing the
geographic coordinates, many of the same steps are followed. To locate 32°25'28"N and
84°50'56"W, first find the geographic lines within which the point falls: latitude 32°25'00"
and 32°30'0"; and longitude 84°50'00" and 84°55'00". Subtract the lower latitude/longitude
from the higher latitude/longitude.

(1) Place the of the scale on the 32°25'00" line and the 300 on the 32°30'00". Make
a mark at the number 28 on the scale (the difference between the lower and higher latitude).

(2) Place the of the scale on the 84°50'00" line and the 300 on the 84°50'55". Make a
mark at the number 56 on the scale (the difference between the lower and higher longitude.

(3) Draw a vertical line from the mark at 56 and a horizontal line from the mark at 28;
they intersect at 32 25'28"N and 84 50'56"W.


4-4


FM 3-25.26


TICK MARK " I \%J — "'■


Figure 4-4. Determining latitude.


4-5


FM 3-25.26


TICK MARK


Figure 4-5. Determining longitude.


4-6


FM 3-25.26


84=55' 00"


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^.■^Hftjr.;


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32°30«r

TICK MARK


_32«25W


84°55'00'


Figure 4-6. Determining geographic coordinates.

h. If you do not have a scale or ruler with 300 equal divisions or a map whose interval
is other than 5'00", use the proportional parts method. Following the steps determines the
geographic coordinates of horizontal control station 141.

(1) Locate horizontal control station 141 in grid square (GL0784) (Figure 4-7, page 4-9).

(2) Find a cross in grid square GL0388 and a tick mark in grid square GL1 188 with 25'.

(3) Find another cross in grid square GL0379 and a tick mark in grid square GL1179
with 20'.

(4) Enclose the control station by connecting the crosses and tick marks. The control
station is between 20' and 25' (Figure 4-7, page 4-9).


4-7


FM 3-25.26


(5) With a boxwood scale, measure the distance from the bottom line to the top line that
encloses the area around the control station on the map (total distance) (Figure 4-7).

(6) Measure the partial distance from the bottom line to the center of the control station
(Figure 4-7). These straight- line distances are in direct proportion to the minutes and seconds
of latitude and are used to set up a ratio.

RESULTS:

• The total distance is 9,200 meters, and the partial distance is 5,125 meters
(Figure 4-7).

• With the two distances and the five-minute interval converted to seconds (300"),
determine the minutes and seconds of latitude using the following formula:

■ 5,125x300=1,537,500

■ 1,537,500 -r 9,200= 167

■ 167^60 = 2'47"

■ Add 2'47" to 32°20'00" = 32°20'47"

(7) Follow the same procedures to determine minutes and seconds of longitude
(Figure 4-7).
RESULTS:

• The total distance is 7,830 meters, and the partial distance is 4,000 meters
(Figure 4-7).

■ 4,000x300=1,200,000

■ 1,200,000 -r 7,830 =153

■ 153^60 = 2'33"

■ Add 2'33" to 84°45' = 84°47'33"N


4-8


FM 3-25.26


^


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85:


GL0379


GRID SQUARE


GL1179


Figure 4-7. Using the proportional parts method.

(8) The geographic coordinates of horizontal control station 141 in grid square GL0784
are 32°22'47"N latitude and 84°47'33"W longitude.

NOTE: When computing formulas, round off totals to the nearest whole number in step 2.
In step 3, convert the fraction to seconds by multiplying the fraction by 60 and
rounding off if the total is not a whole number.

i. The maps made by some nations do not have their longitude values based on the
prime meridian that passes through Greenwich, England. Table 4-1, on page 4-10, shows the
prime meridians that may be used by other nations. When these maps are issued to our
soldiers, a note usually appears in the marginal information giving the difference between
our prime meridian and the one used on the map.


4-9


FM 3-25.26


Amsterdam, Netherlands


4°53'01"E


Athens, Greece


23°42'59"E


Batavia (Djakarta), Indonesia


106°48'28"E


Bern, Switzerland


7°26'22"E


Brussels, Belgium


4°22'06"E


Copenhagen, Denmark


12°34'40"E


Ferro (Hierro), Canary Islands


17°39'46"W


Helsinki, Finland


24°53'17"E


Istanbul, Turkey


28°58'50"E


Lisbon, Portugal


9°07'55"W


Madrid, Spain


3°41'15"W


Oslo, Norway


10°43'23"E


Paris, France


2°20'14"E


Pulkovo, Russia


30°19'39"E


Rome, Italy


12°27'08"E


Stockholm, Sweden


18°03'30"E


Tirane, Albania


19°46'45"E


Table 1. Table of prime meridians.

4-3. MILITARY GRIDS

An examination of the transverse Mercator projection, which is used for large-scale military
maps, shows that most lines of latitude and longitude are curved lines. The quadrangles
formed by the intersection of these curved parallels and meridians are of different sizes and
shapes, complicating the location of points and the measurement of directions. To aid these
essential operations, a rectangular grid is superimposed upon the projection. This grid (a
series of straight lines intersecting at right angles) furnishes the map reader with a system
of squares similar to the block system of most city streets. The dimensions and orientation
of different types of grids vary, but three properties are common to all military grid systems:
one, they are true rectangular grids; two, they are superimposed on the geographic
projection; and three, they permit linear and angular measurements.

a. Universal Transverse Mercator Grid. The UTM grid has been designed to cover
that part of the world between latitude 84°N and latitude 80°S, and, as its name implies, is
imposed on the transverse Mercator projection.


4-10


FM 3-25.26


(1) Each of the 60 zones (6 degrees wide) into which the globe is divided for the grid has
its own origin at the intersection of its central meridian and the equator (Figure 4-8). The
grid is identical in all 60 zones. Base values (in meters) are assigned to the central meridian
and the equator, and the grid lines are drawn at regular intervals parallel to these two base
lines. With each grid line assigned a value denoting its distance from the origin, the problem
of locating any point becomes progressively easier. Normally, it would seem logical to
assign a value of zero to the two base lines and measure outward from them. This, however,
would require either that directions — N, S, E, or W — be always given with distances, or that
all points south of the equator or west of the central meridian have negative values.

(2) This inconvenience is eliminated by assigning "false values" to the base lines,
resulting in positive values for all points within each zone. Distances are always measured
RIGHT and UP (east and north as the reader faces the map), and the assigned values are
called "false easting" and "false northing." (Figure 4-9, page 4-12). The false eating value
for each central meridian is 500,000 meters, and the false northing value for the equator is
meters when measuring in the northern hemisphere and 10,000,000 meters when
measuring in the southern hemisphere. The use of the UTM grid for point designation will
be discussed in detail in paragraph 4-4.


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b. Universal Polar Stereographic Grid. The UPS grid is used to represent the polar
regions. (Figure 4-10, page 4-13)

(1) North Polar Area. The origin of the UPS grid applied to the north polar area is the
north pole. The "north-south" base line is the line formed by the 0-degree and 180-degree
meridians; the "east-west" base line is formed by the two 90-degree meridians.

(2) South Polar Area. The origin of the UPS grid in the south polar area is the south
pole. The base lines are similar to those of the north polar area.


4-11


FM 3-25.26


180°


GRID
NORTH


90°W


NORTH POLE
ORIGIN


GRID
NORTH


90°E


Figure 4-9. False eastings and northings for the UPS grid.

4-4. UNITED STATES ARMY MILITARY GRID REFERENCE SYSTEM

This grid reference system is designated for use with the UTM and UPS grids. The
coordinate value of points in these grids could contain as many as 15 digits if numerals alone
were used. The US military grid reference system reduces the length of written coordinates
by substituting single letters for several numbers. Using the UTM and the UPS grids, it is
possible for the location of a point (identified by numbers alone) to be in many different
places on the surface of the earth. With the use of the military grid reference system, there
is no possibility of this happening.

a. Grid Zone Designation. The world is divided into 60 grid zones, which are large,
regularly shaped geographic areas, each of which is given a unique identification called the
grid zone designation.

(1) UTM Grid. The first major breakdown is the division of each zone into areas 6° wide
by 8° high and 6° wide by 12° high. Remember, for the transverse Mercator projection, the
earth's surface between 80°S and 84°N is divided into 60 N-S zones, each 6° wide. These
zones are numbered from west to east, 1 through 60, starting at the 180° meridian. This
surface is divided into 20 east-west rows in which 19 are 8° high and 1 row at the extreme
north is 12° high. These rows are then lettered, from south to north, C through X (I and O
were omitted). Any 6° by 8° zone or 6° by 12° zone is identified by giving the number and
letter of the grid zone and row in which it lies. These are read RIGHT and UP so the number
is always written before the letter. This combination of zone number and row letter
constitutes the grid zone designation. Columbus lies in zone 16 and row S, or in grid zone
designation 16S (Figure 4-8, page 4-11).


4-12


FM 3-25.26


(2) UPS Grid. The remaining letters of the alphabet, A, B, Y, and Z, are used for the
UPS grids. Each polar area is divided into two zones separated by the 0-180° meridian. In
the south polar area, the letter A is the grid zone designation for the area west of the 0-180°
meridian, and B for the area to the east. In the north polar area, Y is the grid zone
designation for the western area and Z for the eastern area (Figure 4-10).


180°


NORTH POLE


SOUTH POLE


NORTH POLAR
AREA


180°

SOUTH POLAR
AREA


Figure 4-10. Grid zone designation for UPS grid.

b. 100,000-Meter Square. Between 84°N and 80°S, each 6° by 8° or 6° by 12° zone
is covered by 100,000-meter squares that are identified by the combination of two
alphabetical letters. This identification is unique within the area covered by the grid zone
designation. The first letter is the column designation; the second letter is the row
designation (Figure 4-11, page 4-14). The north and south polar areas are also divided into
100,000-meter squares by columns and rows. A detailed discussion of the polar system can
be found in Technical Report 8358.1. The 100,000-meter square identification letters are
located in the grid reference box in the lower margin of the map.


4-13


FM 3-25.26


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square identification.

c. Grid Coordinates. We have now divided the earth's surface into 6° by 8°
quadrangles, and covered these with 100,000-meter squares. The military grid reference of
a point consists of the numbers and letters indicating in which of these areas the point lies,
plus the coordinates locating the point to the desired position within the 100,000-meter
square. The next step is to tie in the coordinates of the point with the larger areas. To do this,
you must understand the following.

(1) Grid Lines. The regularly spaced lines that make the UTM and the UPS grid on any
large-scale maps are divisions of the 100,000-meter square; the lines are spaced at 10,000-
or 1,000-meter intervals (Figure 4-12). Each of these lines is labeled at both ends of the map
with its false easting or false northing value, showing its relation to the origin of the zone.
Two digits of the values are printed in large type, and these same two digits appear at
intervals along the grid lines on the face of the map. These are called the principal digits, and
represent the 10,000 and 1,000 digits of the grid value. They are of major importance to the
map reader because they are the numbers he will use most often for referencing points. The
smaller digits complete the UTM grid designation.


4-14


FM 3-25.26


4349

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3 30


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28 o" " 1 E


Figure 4-12. Grid lines.

EXAMPLE: The first grid line north of the south-west corner of the Columbus map is
labeled 3570000m N. This means its false northing (distance north of the equator) is
3,570,000 meters. The principal digits, 70, identify the line for referencing points in the
northerly direction. The smaller digits, 35, are part of the false coordinates and are rarely
used. The last three digits, 000, of the value are omitted. Therefore, the first grid line east of
the south-west corner is labeled 689000m E. The principal digits, 89, identify the line for
referencing points in the easterly direction (Figure 4-13, page 4-16).


4-15


FM 3-25.26


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LEGEND

HO AD DATA 1973— OTHER INFORMATION 1973


Figure 4-13. Columbus map, southwest corner.

(2) Grid Squares. The north-south and east-west grid lines intersect at 90°, forming grid
squares. Normally, the size of one of these grid squares on large-scale maps is 1,000 meters
(1 kilometer).

(3) Grid Coordinate Scales. The primary tool for plotting grid coordinates is the grid
coordinate scale. The grid coordinate scale divides the grid square more accurately than can
be done by estimation, and the results are more consistent. When used correctly, it presents
less chance for making errors. GTA 5-2-12, 1981, contains four types of coordinate scales
(Figure 4-14).


4-16


FM 3-25.26


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(a) The 1:25,000/1:250,000 (lower right in figure) can be used in two different scale
maps, 1:25,000 or 1:250,000. The 1:25,000 scale subdivides the 1,000-meter grid block into
10 major subdivisions, each equal to 100 meters. Each 100-meter block has five graduations,
each equal to 20 meters. Points falling between the two graduations can be read accurately
by the use of estimation. These values are the fourth and eighth digits of the coordinates.
Likewise, the 1:250,000 scale is subdivided in 10 major subdivisions, each equal to 1,000
meters. Each 1,000-meter block has five graduations, each equal to 200 meters. Points falling
between two graduations can be read approximately by the use of estimation.

(b) The 1:50,000 scale (upper left in Figure 4-14) subdivides the 1,000-meter block into
10 major subdivisions, each equal to 100 meters. Each 100-meter block is then divided in
half. Points falling between the graduations must be estimated to the nearest 10 meters for
the fourth and eighth digits of the coordinates.

(c) The 1:100,000 scale (lower left in Figure 4-14) subdivides the 1,000-meter grid block
into five major subdivisions of 200 meters each. Each 200-meter block is then divided in half
at 100-meter intervals.

4-5. LOCATE A POINT USING GRID COORDINATES

Based on the military principle for reading maps (RIGHT and UP), locations on the map can
be determined by grid coordinates. The number of digits represents the degree of precision


4-17


FM 3-25.26


to which a point has been located and measured on a map — the more digits the more precise
the measurement.

a. Without a Coordinate Scale. Determine grids without a coordinate scale by
referring to the north-south grid lines numbered at the bottom margin of any map. Then read
RIGHT to the north-south grid line that precedes the desired point (this first set of two digits
is the RIGHT reading). Then by referring to the east-west grid lines numbered at either side
of the map, move UP to the east-west grid line that precedes the desired point (these two
digits are the UP reading). Coordinate 1484 locate the 1,000-meter grid square in which
point X is located; the next square to the right would be 1584; the next square up would be
1485, and so forth (Figure 4-15). Locate the point to the nearest 100 meters using estimation.
Mentally divide the grid square in tenths, estimate the distance from the grid line to the point
in the same order (RIGHT and UP). Give complete coordinate RIGHT, then complete
coordinate UP. Point X is about two-tenths or 200 meters to the RIGHT into the grid square
and about seven-tenths or 700 meters UP.

RESULTS: The coordinates to the nearest 100 meters are 142847.


Figure 4-15. Determining grids without coordinate point.

b. With a Coordinate Scale (1:25,000). In order to use the coordinate scale for
determining grid coordinates, ensure that the appropriate scale is being used on the
corresponding map, and that the scale is right side up. To ensure the scale is correctly
aligned, place it with the zero-zero point at the lower left corner of the grid square. Keeping
the horizontal line of the scale directly on top of the east- west grid line, slide it to the right
until the vertical line of the scale touches the point for which the coordinates are desired
(Figure 4-16). When reading coordinates, examine the two sides of the coordinate scale to
ensure that the horizontal line of the scale is aligned with the east-west grid line, and the
vertical line of the scale is parallel with the north-south grid line. Use the scale when
precision of more than 100 meters is required. To locate the point to the nearest 10 meters,
measure the hundredths of a grid square RIGHT and UP from the grid lines to the point.
Point X is about 17 hundredths or 170 meters RIGHT and 84 hundredths or 840 meters UP.
The coordinates to the nearest 10 meters are 14178484.


4-18


FM 3-25.26


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Figure 4-16. Placing a coordinate scale on a grid.


NOTE: Care should be exercised by the map reader using the coordinate scale when the
desired point is located within the zero-zero point and the number 1 on the scale.
Always prefix a zero if the hundredths reading is less than 10. In Figure 4-17, the
desired point is reported as 14818407.


OUTER SCA1F . MILS
INNER SCALE - DECREES


8 I


Figure 4-17. Zero-zero point.


4-19


FM 3-25.26


c. 1:50,000 Coordinating Scale. On the 1:50,000 coordinate scale, there are two sides:
vertical and horizontal. These sides are 1,000 meters in length. The point at which the sides
meet is the zero-zero point. Each side is divided into 10 equal 100-meter segments by a long
tick mark and number. Each 100-meter segment is subdivided into 50-meter segments by a
short tick mark (Figure 4-18). By using interpolation, mentally divide each 50-meter
segment into tenths. For example, a point that lies after a whole number but before a short
tick mark is identified as 10, 20, 30, or 40 meters and any point that lies after the short tick
mark but before the whole number is identified as 60, 70, 80, or 90 meters.


I'lTI'ITI'IT

10Q0 9 B 7 6 5 4 3


Figure 4-18. 1:50,000 coordinating scale.

d. Example of Obtaining an Eight-Digit Coordinate Using 1:50,000 Scale. To ensure
the scale is correctly aligned, place it with the zero-zero point at the lower left corner of the
grid square. Keeping the horizontal line of the scale directly on top of the east-west grid line,
slide the scale to the right until the vertical line of the scale touches the point for which the
coordinates are desired (Figure 4-19, page 4-21). Reading right, you can see that the point
lies 530 meters to the right into the grid square, which gives a right reading of 7853. Reading
up, you can see that the point lies 320 meters up into the grid square, giving an up reading
of 0032.


4-20


FM 3-25.26


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Figure 4-19. Example of obtaining an eight-digit coordinate
using 1:50,000 scale.

e. Recording and Reporting Grid Coordinates. Coordinates are written as one
continuous number without spaces, parentheses, dashes, or decimal points; they must always
contain an even number of digits. Therefore, whoever is to use the written coordinates must
know where to make the split between the RIGHT and UP readings. It is a military
requirement that the 100,000-meter square identification letters be included in any point
designation. Normally, grid coordinates are determined to the nearest 100 meters (six digits)
for reporting locations. With practice, this can be done without using plotting scales. The
location of targets and other point locations for fire support are determined to the nearest
10 meters (eight digits).

NOTE: Special care should be exercised when recording and reporting coordinates.
Transposing numbers or making errors could be detrimental to military
operations.

4-6. LOCATE A POINT USING THE US ARMY MILITARY
GRID REFERENCE SYSTEM

There is only one rule to remember when reading or reporting grid coordinates — always read
to the RIGHT and then UP. The first half of the reported set of coordinate digits represents
the left-to-right (easting) grid label, and the second half represents the label as read from the


4-21


FM 3-25.26


bottom to top (northing). The grid coordinates may represent the location to the nearest 10-,
100-, or 1,000-meter increment.

a. Grid Zone. The number 16 locates a point within zone 16, which is an area 6° wide
and extends between 80°S latitude and 84°N latitude (Figure 4-8, page 4-11).

b. Grid Zone Designation. The number and letter combination, 16S, further locates
a point within the grid zone designation 16S, which is a quadrangle 6° wide by 8° high.
There are 19 of these quads in zone 16. Quad X, which is located between 72°N and 84°N
latitude, is 12° high (Figure 4-8, page 4-11).

c. 100,000-Meter Square Identification. The addition of two more letters locates a
point within the 100,000-meter grid square. Thus 16SGL (Figure 4-11, page 4-14) locates
the point within the 100,000-meter square GL in the grid zone designation 16S. For
information on the lettering system of 100,000-meter squares, see TM 5-241-1.

d. 10,000-Meter Square. The breakdown of the US Army military grid reference
system continues as each side of the 100,000-meter square is divided into 10 equal parts.
This division produces lines that are 10,000 meters apart. Thus the coordinates 16SGL08
would locate a point as shown in Figure 4-20. The 10,000-meter grid lines appear as index
(heavier) grid lines on maps at 1:100,000 and larger.


Figure 4-20. The 10,000-meter grid square.


4-22


FM 3-25.26


e. 1,000-Meter Square. To obtain 1,000-meter squares, each side of the 10,000-meter
square is divided into 10 equal parts. This division appears on large-scale maps as the actual
grid lines; they are 1,000 meters apart. On the Columbus map, using coordinates
16SGL0182, the easting 01 and the northing 82 gives the location of the southwest corner
of grid square 0182 or to the nearest 1,000 meters of a point on the map (Figure 4-21).


Figure 4-21. The 1,000-meter grid square.

f. 100-Meter Identification. To locate to the nearest 100 meters, the grid coordinate
scale can be used to divide the 1,000-meter grid squares into 10 equal parts (Figure 4-22,
page 4-24).

g. 10-Meter Identification. The grid coordinate scale has divisions every 50 meters
on the 1:50,000 scale and every 20 meters on the 1:25,000 scale. These can be used to
estimate to the nearest 10 meters and give the location of one point on the earth's surface to
the nearest 10 meters.


4-23


FM 3-25.26


EXAMPLE: 16SGL01948253 (gas tank) (Figure 4-22).


10 METERS


16SL01 948253
(GAS TANK) E


Four digits 0182 = 1,000 meters

Sbc digits 01 9825 =100 meters

Eight digits 01948253 = 10 meters


16SGL


100 METERS


Figure 4-22. The 100-meter and 10-meter grid squares.

h. Precision. The precision of a point's location is shown by the number of digits in the
coordinates; the more digits, the more precise the location (Figure 4-22, insert).

4-7. GRID REFERENCE BOX

A grid reference box (Figure 4-23) appears in the marginal information of each map sheet.
It contains step-by-step instructions for using the grid and the US Army military grid
reference system. The grid reference box is divided into two parts.

a. The left portion identifies the grid zone designation and the 100,000-meter square.
If the sheet falls in more than one 100,000-meter square, the grid lines that separate the
squares are shown in the diagram and the letters identifying the 100,000-meter squares are
given.

EXAMPLE: On the Columbus map sheet, the vertical line labeled 00 is the grid line that
separates the two 100,000-meter squares, FL and GL. The left portion also shows a sample
for the 1 ,000-meter square with its respective labeled grid coordinate numbers and a sample
point within the 1,000-meter square.

b. The right portion of the grid reference box explains how to use the grid and is keyed
on the sample 1,000-meter square of the left side. The following is an example of the
military grid reference:

EXAMPLE: 16S locates the 6° by 8° area (grid zone designation).


4-24


FM 3-25.26


SAMPLE 1, 000-METER GRID SQUARE


100-METER REFERENCE


1 . Read large numbers labeling the VERTICAL grid
line left of point and estimate tenths (100- meters)
from grid line to point

2. Read large numbers labeling the HORIZONTAL
grid line below point and estimate (1 00- meters)
from grid tine.

Example: 123456


x Sample
point


4$


" 45
12 13


100,000-METER SQUARE IDENTIFICATION

FL |GL

7 00


WHEN REPORTING ACROSS A 100,000-METER
LINE, PREFIX THE 100,000-METER SQUARE
IDENTIFICATION, IN WHICH THE POINT LIES.

Example: FL1 23456


OHIO ZONE DESIGNATION

16S


WHEN REPORTING OUTSIDE THE GRID ZONE
DESIGNATION AREA, PREFIX THE GRID ZONE
DESIGNATION.

Example: 16SFL1 23456


Figure 4-23. Grid reference box.

4-8. OTHER GRID SYSTEMS

The military grid reference system is not universally used. Soldiers must be prepared to
interpret and use other grid systems, depending on the area of operations or the personnel
the soldiers are operating with.

a. British Grids. In a few areas of the world, British grids are still shown on military
maps. However, the British grid systems are being phased out. Eventually all military
mapping will be converted to the UTM grid.

b. World Geographic Reference System (GEOREF). This system is a worldwide
position reference system used primarily by the US Air Force. It may be used with any map
or chart that has latitude and longitude printed on it. Instructions for using GEOREF data
are printed in blue and are found in the margin of aeronautical charts (Figure 4-24,
page 4-26). This system is based upon a division of the earth's surface into quadrangles of
latitude and longitude having a systematic identification code. It is a method of expressing
latitude and longitude in a form suitable for rapid reporting and plotting. Figure 4-24
illustrates a sample grid reference box using GEOREF. The GEOREF system uses an
identification code that has three main divisions.


4-25


FM 3-25.26


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Select nearest intersection south and west of point.
Sample Point: KIGYE

1. WJ identifies basic 15° quadrangle.

2. KG identifies 1° quadrangle.

3. 15 identifies Qeoref minute of longitude.

4. 03 identifies Georef minute of latitude.

5. Sample reference: WJKG 1503.


Figure 4-24. Sample reference using GEOREF.

(1) First Division. There are 24 north-south (longitudinal) zones, each 15-degree wide.
These zones, starting at 180 degrees and progressing eastward, are lettered A through Z
(omitting I and O). The first letter of any GEOREF coordinate identifies the north-south zone
in which the point is located. There are 12 east- west (latitudinal) bands, each 15-degree
wide. These bands are lettered A through M (omitting I) northward from the south pole. The
second letter of any GEOREF coordinate identifies the east- west band in which the point is
located. The zones and bands divide the earth's surface into 288 quadrangles, each identified
by two letters.

(2) Second Division. Each 15-degree quadrangle is further divided into 225 quadrangles
of 1 degree each (15 degrees by 15 degrees). This division is effected by dividing a basic
15-degree quadrangle into 15 north-south zones and 15 east-west bands. The north-south
zones are lettered A through Q (omitting I and O) from west to east. The third letter of any
GEOREF coordinate identifies the 1 degree north-south zone within a 15-degree quadrangle.
The east-west bands are lettered A through Q (I and O omitted) from south to north. The
fourth letter of a GEOREF coordinate identifies the 1 degree east-west band within a
15-degree quadrangle. Four letters identify any 1 -degree quadrangle in the world.


4-26


FM 3-25.26


(3) Third Division . Each of the 1 -degree quadrangles is divided into 3,600 one-minute
quadrangles. These one-minute quadrangles are formed by dividing the 1 -degree quadrangles
into 60 one-minute north-south zones numbered through 59 from west to east, and 60
east-west bands numbered to 59 from south to north. To designate any one of the 3,600
one-minute quadrangles requires four letters and four numbers. The rule READ RIGHT
AND UP is always followed. Numbers 1 through 9 are written as 01, 02, and so forth. Each
of the 1 -minute quadrangles may be further divided into 1 smaller divisions both northsouth and east-west, permitting the identification of 0.1 -minute quadrangles. The GEOREF
coordinate for any 0.1 -minute quadrangle consists of four letters and six numbers.

4-9. PROTECTION OF MAP COORDINATES AND LOCATIONS

A disadvantage of any standard system of location is that the enemy, if he intercepts one of
our messages using the system, can interpret the message and find our location. It is possible
and can be eliminated by using an authorized low-level numerical code to express locations.
Army Regulation 380-40 outlines the procedures for obtaining authorized codes.

a. The authorized numerical code provides a capability for encrypting map references
and other numerical information that requires short-term security protection when, for
operational reasons, the remainder of the message is transmitted in plain language. The
system is published in easy-to-use booklets with sufficient material in each for one month's
operation. Sample training editions of this type of system are available through the unit's
communications and electronics officer.

b. The use of any encryption methods other than authorized codes is, by regulation,
unauthorized and shall not be used.


4-27


FM 3-25.26


CHAPTER 5

SCALE AND DISTANCE


A map is a scaled graphic representation of a portion of the earth 's
surface. The scale of the map permits the user to convert distance on the map
to distance on the ground or vice versa. The ability to determine distance on
a map, as well as on the earth 's surface, is an important factor in planning
and executing military missions.

5-1. REPRESENTATIVE FRACTION

The numerical scale of a map indicates the relationship of distance measured on a map and
the corresponding distance on the ground. This scale is usually written as a fraction and is
called the representative fraction. The RF is always written with the map distance as 1 and
is independent of any unit of measure. (It could be yards, meters, inches, and so forth.) An
RF of 1/50,000 or 1:50,000 means that one unit of measure on the map is equal to 50,000
units of the same measure on the ground.

a. The ground distance between two points is determined by measuring between the
same two points on the map and then multiplying the map measurement by the denominator
of the RF or scale (Figure 5-1, page 5-2).

EXAMPLE:

The map scale is 1:50,000

RF = 1/50,000

The map distance from point A to point B is 5 units

5 x 50,000 = 250,000 units of ground distance

b. Since the distance on most maps is marked in meters and the RF is expressed in this
unit of measurement in most cases, a brief description of the metric system is needed. In the
metric system, the standard unit of measurement is the meter.

1 meter contains 100 centimeters (cm).
100 meters is a regular football field plus 10 meters.
1,000 meters is 1 kilometer (km).
10 kilometers is 10,000 meters.
Appendix C contains the conversion tables.

c. The situation may arise when a map or sketch has no RF or scale. To be able to
determine ground distance on such a map, the RF must be determined. There are two ways
to do this:

(1) Comparison with Ground Distance.

(a) Measure the distance between two points on the map — map distance (MD).

(b) Determine the horizontal distance between these same two points on the ground —
ground distance (GD).

(c) Use the RF formula and remember that RF must be in the general form:

RF= 1 = MD


X GD


5-1


FM 3-25.26


Figure 5-1. Converting map distance to ground distance.

(d) Both the MD and the GD must be in the same unit of measure and the MD must be
reduced to 1 .

EXAMPLE:

MD = 4.32 centimeters

GD = 2.16 kilometers
(216,000 centimeters)


RF= 1


4.32


X 216,000
or
216,000 = 50,000
4.32

therefore

RF = 1 or 1:50,000
50,000

(2) Comparison With Another Map of the Same Area that Has an RF.

(a) Select two points on the map with the unknown RF. Measure the distance (MD)
between them.

(b) Locate those same two points on the map that have the known RF. Measure the
distance (MD) between them. Using the RF for this map, determine GD, which is the same
for both maps.

(c) Using the GD and the MD from the first map, determine the RF using the formula:


RF= 1
X


MD
GD


5-2


FM 3-25.26


d. Occasionally it may be necessary to determine map distance from a known ground
distance and the RF:


MD = GD


Denominator or RF
Ground Distance = 2,200 meters
RF = 1:50,000


MD = 2,200 meters


50,000

MD = 0.044 meters x 100 (centimeters per meter)

MD = 4.4 centimeters

e. When determining ground distance from a map, the scale of the map affects the
accuracy. As the scale becomes smaller, the accuracy of measurement decreases because
some of the features on the map must be exaggerated so that they may be readily identified.

5-2. GRAPHIC (BAR) SCALES

A graphic scale is a ruler printed on the map and is used to convert distances on the map to
actual ground distances. The graphic scale is divided into two parts. To the right of the zero,
the scale is marked in full units of measure and is called the primary scale. To the left of the
zero, the scale is divided into tenths and is called the extension scale. Most maps have three
or more graphic scales, each using a different unit of measure (Figure 5-2). When using the
graphic scale, be sure to use the correct scale for the unit of measure desired.


EXTENSK


>N SCALE


PFUMAR1


1 SCALE


1 II
Mtto.1 1000 S00


Sob 1 ,50,000

1 1 3


4


1
5 Kiloin<4*f*


1 M


1 ?


3 Sfetvl* Miki


1 ft


1


1


1 N#ki!ht*( Mil*t


Figure 5-2. Using a graphic (bar) scale.


5-3


FM 3-25.26


a. To determine straight-line distance between two points on a map, lay a straight-edged
piece of paper on the map so that the edge of the paper touches both points and extends past
them. Make a tick mark on the edge of the paper at each point (Figure 5-3).


Figure 5-3. Transferring map distance to paper strip.

b. To convert the map distance to ground distance, move the paper down to the graphic
bar scale, and align the right tick mark (b) with a printed number in the primary scale so that
the left tick mark (a) is in the extension scale (Figure 5-4).


5-4


FM 3-25.26


10O0


Scale 1:50,000

500 1 2


3


4


1


I.


Distance of 3 kilometers, 950 meters


J


^d


p

(a)


(3,950 meters)


(b)


Figure 5-4. Measuring straight-line map distance.

c. The right tick mark (b) is aligned with the 3,000-meter mark in the primary scale,
thus the distance is at least 3,000 meters. To determine the distance between the two points
to the nearest 10 meters, look at the extension scale. The extension scale is numbered with
zero at the right and increases to the left. When using the extension scale, always read right
to left (Figure 5-4). From the zero left to the beginning of the first shaded area is 100 meters.
From the beginning of the shaded square to the end of the shaded square is 100 to 200
meters. From the end of the first shaded square to the beginning of the second shaded square
is 200 to 300 meters. Remember, the distance in the extension scale increases from right to
left.

d. To determine the distance from the zero to tick mark (a), divide the distance inside
the squares into tenths (Figure 5-4). As you break down the distance between the squares in
the extension scale into tenths, you will see that tick mark (a) is aligned with the 950-meter
mark. Adding the distance of 3,000 meters determined in the primary scale to the 950 meters
you determined by using the extension scale, we find that the total distance between points
(a) and (b) is 3,950 meters.

e. To measure distance along a road, stream, or other curved line, the straight edge of
a piece of paper is used. In order to avoid confusion concerning the point to begin measuring
from and the ending point, an eight-digit coordinate should be given for both the starting and
ending points. Place a tick mark on the paper and map at the beginning point from which the
curved line is to be measured. Align the edge of the paper along a straight portion and make
a tick mark on both map and paper when the edge of the paper leaves the straight portion of
the line being measured (Figure 5-5A, page 5-7).

f. Keeping both tick marks together (on paper and map), place the point of the pencil
close to the edge of the paper on the tick mark to hold it in place and pivot the paper until


5-5


FM 3-25.26


another straight portion of the curved line is aligned with the edge of the paper. Continue in
this manner until the measurement is completed (Figure 5-5B, page 5-7).

g. When you have completed measuring the distance, move the paper to the graphic
scale to determine the ground distance. The only tick marks you will be measuring the
distance between are tick marks (a) and (b). The tick marks in between are not used
(Figure 5-5C, page 5-7).

h. There may be times when the distance you measure on the edge of the paper exceeds
the graphic scale. In this case, there are different techniques you can use to determine the
distance.

(1) One technique is to align the right tick mark (b) with a printed number in the primary
scale, in this case the 5. You can see that from point (a) to point (b) is more than
6,000 meters when you add the 1,000 meters in the extension scale. To determine the exact
distance to the nearest 10 meters, place a tick mark (c) on the edge of the paper at the end
of the extension scale (Figure 5-6A, page 5-8). You know that from point (b) to point (c) is
6,000 meters. With the tick mark (c) placed on the edge of the paper at the end of the
extension scale, slide the paper to the right. Remember the distance in the extension is
always read from right to left. Align tick mark (c) with zero and then measure the distance
between tick marks (a) and (c). The distance between tick marks (a) and (c) is 420 meters.
The total ground distance between start and finish points is 6,420 meters (Figure 5-6B,
page 5-8).


5-6


FM 3-25.26


1000 500


,!, I ' lllii'' \


|b|


-Distance from (a) to (b) Is 4,250 meters


Figure 5-5. Measuring a curved line.


5-7


FM 3-25.26


nmiv 1000 500


V


<•)


Scale 1:50,000

'j


A


Meters 1000


A


^.


DISTANCE IS 6. 420 METERS


/f


Figure 5-6. Determining the exact distance.

(2) Another technique that may be used to determine exact distance between two points
when the edge of the paper exceeds the bar scale is to slide the edge of the paper to the right
until tick mark (a) is aligned with the edge of the extension scale. Make a tick mark on the
paper, in line with the 2,000-meter mark (c) (Figure 5-7 A). Then slide the edge of the paper
to the left until tick mark (b) is aligned with the zero. Estimate the 100-meter increments into
10-meter increments to determine how many meters tick mark (c) is from the zero line
(Figure 5-7B). The total distance would be 3,030 meters.

(3) At times you may want to know the distance from a point on the map to a point off
the map. In order to do this, measure the distance from the start point to the edge of the map.
The marginal notes give the road distance from the edge of the map to some towns,
highways, or junctions off the map. To determine the total distance, add the distance
measured on the map to the distance given in the marginal notes. Be sure the unit of measure
is the same.

(4) When measuring distance in statute or nautical miles, round it off to the nearest onetenth of a mile and make sure the appropriate bar scale is used.

(5) Distance measured on a map does not take into consideration the rise and fall of the
land. All distances measured by using the map and graphic scales are flat distances.
Therefore, the distance measured on a map will increase when actually measured on the
ground. This must be taken into consideration when navigating across country.


5-8


FM 3-25.26


Meiers 1000


500


7

1(b)


M


1


*


■ M i n i


~\ — i

(c) (b)


Figure 5-7. Reading the extension scale.

i. The amount of time required to travel a certain distance on the ground is an important
factor in most military operations. This can be determined if a map of the area is available
and a graphic time-distance scale is constructed for use with the map as follows:


R = Rate of travel (speed)

D = Distance (ground distance)


T = Time
T= D
R


For example, if an infantry unit is marching at an average rate (R) of 4 kilometers per hour,
it will take about 3 hours (T) to travel 12 kilometers.

12(D) = 3 (T)
4(R)

j . To construct a time-distance scale (Figure 5-8A), knowing your length of march, rate
of speed, and map scale, that is, 12 kilometers at 3 kilometers per hour on a l:50,000-scale
map, use the following process:

(1) Mark off the total distance on a line by referring to the graphic scale of the map or,
if this is impracticable, compute the length of the line as follows:

(a) Convert the ground distance to centimeters: 12 kilometers x 100,000 (centimeters
per kilometer) = 1,200,000 centimeters.


5-9


FM 3-25.26


(b) Find the length of the line to represent the distance at map scale-


MD =


50,000


= 1,200,000 = 24 centimeters
50,000


(c) Construct a line 24 centimeters in length (Figure 5-8A).

(2) Divide the line by the rate of march into three parts (Figure 5-8B), each part
representing the distance traveled in one hour, and label.

(3) Divide the scale extension (left portion) into the desired number of lesser time
divisions —

1-minute divisions — 60
5-minute divisions — 12
10-minute divisions — 6

(4) Figure 5-8C shows a 5-minute interval scale. Make these divisions in the same
manner as for a graphic scale. The completed scale makes it possible to determine where the
unit will be at any given time. However, it must be remembered that this scale is for one
specific rate of march only, 4 kilometers per hour.


(Length of lines are Illustrative only and not at 1 : 50 ,000 scale)


24 CENTIMETERS


1 HOUH


1 HOUR


2 HOURS


E


1 HOUR


1 HOUR


2 HOURS


24 centimeters (5-mlnute intervals)
(Rale ot march: 4-kllometers per hour)


Figure 5-8. Constructing a time-distance scale.


5-10


FM 3-25.26


5-3. OTHER METHODS

Determining distance is the most common source of error encountered while moving either
mounted or dismounted. There may be circumstances where you are unable to determine
distance using your map or where you are without a map. It is therefore essential to learn
methods by which you can accurately pace, measure, use subtense, or estimate distances on
the ground.

a. Pace Count. Another way to measure ground distance is the pace count. A pace is
equal to one natural step, about 30 inches long. To accurately use the pace count method,
you must know how many paces it takes you to walk 100 meters. To determine this, you
must walk an accurately measured course and count the number of paces you take. A pace
course can be as short as 100 meters or as long as 600 meters. The pace course, regardless
of length, must be on similar terrain to that you will be walking over. It does no good to walk
a course on flat terrain and then try to use that pace count on hilly terrain. To determine your
pace count on a 600-meter course, count the paces it takes you to walk the 600 meters, then
divide the total paces by 6. The answer will give you the average paces it takes you to walk
100 meters. It is important that each person who navigates while dismounted knows his pace
count.

(1) There are many methods to keep track of the distance traveled when using the pace
count. Some of these methods are: put a pebble in your pocket every time you have walked
100 meters according to your pace count; tie knots in a string; or put marks in a notebook.
Do not try to remember the count; always use one of these methods or design your own
method.

(2) Certain conditions affect your pace count in the field, and you must allow for them
by making adjustments.

(a) Slopes. Your pace lengthens on a downslope and shortens on an upgrade. Keeping
this in mind, if it normally takes you 120 paces to walk 100 meters, your pace count may
increase to 130 or more when walking up a slope.

(b) Winds. A head wind shortens the pace and a tail wind increases it.

(c) Surfaces. Sand, gravel, mud, snow, and similar surface materials tend to shorten the
pace.

(d) Elements. Falling snow, rain, or ice cause the pace to be reduced in length.

(e) Clothing. Excess clothing and boots with poor traction affect the pace length.

(f) Visibility. Poor visibility, such as in fog, rain, or darkness, will shorten your pace.

b. Odometer. Distances can be measured by an odometer, which is standard equipment
on most vehicles. Readings are recorded at the start and end of a course and the difference
is the length of the course.

(1) To convert kilometers to miles, multiply the number of kilometers by 0.62.
EXAMPLE:

16 kilometers = 16 x 0.62 = 9.92 miles

(2) To convert miles to kilometers, divided the number of miles by 0.62.
EXAMPLE:

10 miles = 10 divided by 0.62 = 16.12 kilometers


5-11


FM 3-25.26


c. Subtense. The subtense method is a fast method of determining distance and yields
accuracy equivalent to that obtained by measuring distance with a premeasured piece of
wire. An advantage is that a horizontal distance is obtained indirectly; that is, the distance
is computed rather than measured. This allows subtense to be used over terrain where
obstacles such as streams, ravines, or steep slopes may prohibit other methods of
determining distance.

(1) The principle used in determining distance by the subtense method is similar to that
used in estimating distance by the mil relation formula. The field artillery application of the
mil relation formula involves only estimations. It is not accurate enough for survey purposes.
However, the subtense method uses precise values with a trigonometric solution. Subtense
is based on a principle of visual perspective — the farther away an object, the smaller it
appears.

(2) The following two procedures are involved in subtense measurement:

• Establishing a base of known length.

• Measuring the angle of that base by use of the aiming circle.

(3) The subtense base may be any desired length. However, if a 60-meter base, a 2-meter
bar, or the length of an M16A1 or M16A2 rifle is used, precomputed subtense tables are
available. The Ml 6 or 2-meter bar must be held horizontal and perpendicular to the line of
sight by a soldier facing the aiming circle. The instrument operator sights on one end of the
Ml 6 or 2-meter bar and measures the horizontal clockwise angle to the other end of the rifle
or bar. He does this twice and averages the angles. He then enters the appropriate subtense
table with the mean angle and extracts the distance. Accurate distances can be obtained with
the Ml 6 out to approximately 150 meters, with the 2-meter bar out to 250 meters, and with
the 60-meter base out to 1,000 meters. If a base of another length is desired, a distance can
be computed by using the following formula:

Distance = 1/2 (base in meters)
Tan (1/2) (in mils)

d. Estimation. At times, because of the tactical situation, it may be necessary to
estimate range. There are two methods that may be used to estimate range or distance.


5-12


FM 3-25.26


(1) 100-Meter Unit-of-Measure Method. To use this method, the soldier must be able
to visualize a distance of 100 meters on the ground. For ranges up to 500 meters, he
determines the number of 100-meter increments between the two objects he wishes to
measure. Beyond 500 meters, the soldier must select a point halfway to the object(s) and
determine the number of 100-meter increments to the halfway point, then double it to find
the range to the object(s) (Figure 5-9).


Figure 5-9. Using a 100-meter unit-of-measure method.

(2) Flash-To-Bang Method. To use this method to determine range to an explosion or
enemy fire, begin to count when you see the flash. Count the seconds until you hear the
weapon fire. This time interval may be measured with a stopwatch or by using a steady
count, such as one-thousand-one, one-thousand-two, and so forth, for a three-second
estimated count. If you must count higher than 10 seconds, start over with one. Multiply the
number of seconds by 330 meters to get the approximate range (FA uses 350 meters instead).


5-13


FM 3-25.26


(3) Proficiency of Methods. The methods discussed above are used only to estimate
range (Table 5-1). Proficiency in both methods requires constant practice. The best training
technique is to require the soldier to pace the range after he has estimated the distance. In
this way, the soldier discovers the actual range for himself, which makes a greater
impression than if he is simply told the correct range.


Factors Affecting
Range Estimation


Factors Causing
Underestimation of Range


Factors Causing
Overestimation of Range


The clearness of
outline and details
of the object.


When most of the object is visible and
offers a clear outline.


When only a small part of the object
can be seen or the object is small in
relation to its surroundings.


Nature of terrain or
position of the
observer.


When looking across a depression that
is mostly hidden from view.

When looking downward from high
ground.

When looking down a straight, open
road or along a railroad.

When looking over uniform surfaces like
water, snow, desert, or grain fields.

In bright light or when the sun is shining
from behind the observer.


When looking across a depression
that is totally visible.

When vision is confined, as in
streets, draws, or forest trails.

When looking from low ground
toward high ground.

In poor light, such as dawn and
dusk; in rain, snow, fog; or when
the sun is in the observer's eyes.


Light and
atmosphere


When the object is in sharp contrast with
the background or is silhouetted
because of its size, shape, or color.

When seen in the clear air of high
altitudes.


When object blends into the
background or terrain.


Table 5-1. Factors of range estimation.


5-14


FM 3-25.26


CHAPTER 6

DIRECTION

Being in the right place at the prescribed time is necessary to
successfully accomplish military missions. Direction plays an important role
in a soldier's everyday life. It can be expressed as right, left, straight ahead,
and so forth; but then the question arises, "To the right of what?" This
chapter defines the word azimuth and the three different norths. It explains
in detail how to determine the grid and the magnetic azimuths with the use
of the protractor and the compass. It explains the use of some field-expedient
methods to find directions, the declination diagram, and the conversion of
azimuths from grid to magnetic and vice versa. It also includes some
advanced aspects of map reading, such as intersection, resection, modified
resection, and polar plots.

6-1. METHODS OF EXPRESSING DIRECTION

Military personnel need a way of expressing direction that is accurate, is adaptable to any
part of the world, and has a common unit of measure. Directions are expressed as units of
angular measure.

a. Degree. The most common unit of measure is the degree (°) with its subdivisions of
minutes (') and seconds (").

1 degree = 60 minutes.
1 minute = 60 seconds.

b. Mil. Another unit of measure, the mil (abbreviated m), is used mainly in artillery,
tank, and mortar gunnery. The mil expresses the size of an angle formed when a circle is
divided into 6,400 angles, with the vertex of the angles at the center of the circle. A
relationship can be established between degrees and mils. A circle equals 6400 mils divided
by 360 degrees, or 17.78 mils per degree. To convert degrees to mils, multiply degrees by
17.78.

c. Grad. The grad is a metric unit of measure found on some foreign maps. There are
400 grads in a circle (a 90-degree right angle equals 100 grads). The grad is divided into
100 centesimal minutes (centigrads) and the minute into 100 centesimal seconds
(milligrads).

6-2. BASE LINES

In order to measure something, there must always be a starting point or zero measurement.
To express direction as a unit of angular measure, there must be a starting point or zero
measure and a point of reference These two points designate the base or reference line. There
are three base lines — true north, magnetic north, and grid north. The most commonly used
are magnetic and grid.

a. True North. A line from any point on the earth's surface to the north pole. All lines
of longitude are true north lines. True north is usually represented by a star (Figure 6-1, page
6-2).

b. Magnetic North. The direction to the north magnetic pole, as indicated by the northseeking needle of a magnetic instrument. The magnetic north is usually symbolized by a line


6-1


FM 3-25.26


ending with half of an arrowhead (Figure 6-1). Magnetic readings are obtained with
magnetic instruments, such as lensatic and M2 compasses.

c. Grid North. The north that is established by using the vertical grid lines on the map.
Grid north may be symbolized by the letters GN or the letter "y" (Figure 6-1).


N


N


TRUE
NORTH


MAGNETIC
NORTH


GRID
NORTH


Figure 6-1. Three norths.

6-3. AZIMUTHS

An azimuth is defined as a horizontal angle measured clockwise from a north base line. This
north base line could be true north, magnetic north, or grid north. The azimuth is the most
common military method to express direction. When using an azimuth, the point from which
the azimuth originates is the center of an imaginary circle (Figure 6-2). This circle is divided
into 360 degrees or 6400 mils (Appendix G).


6-2


FM 3-25.26


Figure 6-2. Origin of azimuth circle.

a. Back Azimuth. A back azimuth is the opposite direction of an azimuth. It is
comparable to doing "about face." To obtain a back azimuth from an azimuth, add
180 degrees if the azimuth is 180 degrees or less, or subtract 180 degrees if the azimuth is
180 degrees or more (Figure 6-3). The back azimuth of 180 degrees may be stated as
degrees or 360 degrees. For mils, if the azimuth is less than 3200 mils, add 3200 mils, if
the azimuth is more than 3200 mils, subtract 3200 mils.


270°


EXAMPLE:

Azimuth ± Back Azimuth

115° +180° - 295°

337°= -180" = 157°


180°


Figure 6-3. Back azimuth.


WARNING
When converting azimuths into back azimuths, extreme care should be
exercised when adding or subtracting the 180 degrees. A simple
mathematical mistake could cause disastrous consequences.


b. Magnetic Azimuth. The magnetic azimuth is determined by using magnetic
instruments, such as lensatic and M2 compasses. Refer to Chapter 9, paragraph 4, for details.


6-3


FM 3-25.26


c. Field-Expedient Methods. Several field-expedient methods to determine direction
are discussed in Chapter 9, paragraph 5.

6-4. GRID AZIMUTHS

When an azimuth is plotted on a map between point A (starting point) and point B (ending
point), the points are joined together by a straight line. A protractor is used to measure the
angle between grid north and the drawn line, and this measured azimuth is the grid azimuth
(Figure 6-4).


WARNING

When measuring azimuths on a map, remember that you are measuring
from a starting point to an ending point. If a mistake is made and the
reading is taken from the ending point, the grid azimuth will be opposite,
thus causing the user to go in the wrong direction.


6-4


FM 3-25.26


Figure 6-4. Measuring an azimuth.

6-5. PROTRACTOR

There are several types of protractors — full circle, half circle, square, and rectangular
(Figure 6-5). All of them divide the circle into units of angular measure, and each has a scale
around the outer edge and an index mark. The index mark is the center of the protractor
circle from which all directions are measured.


6-5


FM 3-25.26


SEMICIRCULAR


S^x JO » K tO » IOQ 110 13* l» /§


l M


|j-i!g


MOT*ACTO*

I

SCALE IN J I : I : [ i


as


RECTANGULAR


i + i in m >» »n 14 Mi M* 111 Q 1 ■ II I* it H II * v «


SQUARE


Figure 6-5. Types of protractors.

a. The military protractor, GTA 5-2-12, contains two scales: one in degrees (inner
scale) and one in mils (outer scale). This protractor represents the azimuth circle. The degree
scale is graduated from to 360 degrees; each tick mark on the degree scale represents one
degree. A line from to 180 degrees is called the base line of the protractor. Where the base
line intersects the horizontal line, between 90 and 270 degrees, is the index or center of the
protractor (Figure 6-6).


6-6


FM 3-25.26


BASE LINE
I


^\\\\^v.\vA\\\\»\\yu\y nun iiii i i|i 1 1 umijitn/ 1> iiji'i'/'W/wys/sy,


rj H- -»*i in •!■ h* %-w ■■*»■ ■* r w r &* «» t iii-«ti »»» w "■- w> ^ ^

^//^/////^//Aff/M/<V;/4)iiliiiiliiVW\ftAs\\W\WW^


>-


^ ^ H« gOK BMC ta!C *MC «« MK ^f"

V^ j- sr/s/yj/j //I /lit l/llli/t \lllllllll I ilinilmi\n»\i»\i\\\\\\\M\\\\\\\X^^O


DEGREES


MILS


INDEX


Figure 6-6. Military protractor.

b. When using the protractor, the base line is always oriented parallel to a north-south
grid line. The 0- or 360-degree mark is always toward the top or north on the map and the
90° mark is to the right.

(1) To determine the grid azimuth —

(a) Draw a line connecting the two points (A and B).

(b) Place the index of the protractor at the point where the drawn line crosses a vertical
(north-south) grid line.

(c) Keeping the index at this point, align the 0- to 180-degree line of the protractor on
the vertical grid line.

(d) Read the value of the angle from the scale; this is the grid azimuth from point A to
point B (Figure 6-4).

(2) To plot an azimuth from a known point on a map (Figure 6-7) —

(a) Convert the azimuth from magnetic to grid, if necessary. (See paragraph 6-6.)

(b) Place the protractor on the map with the index mark at the center of mass of the
known point and the base line parallel to a north-south grid line.

(c) Make a mark on the map at the desired azimuth.

(d) Remove the protractor and draw a line connecting the known point and the mark on
the map. This is the grid direction line (azimuth).

NOTE: When measuring an azimuth, the reading is always to the nearest degree or
10 mils. Distance does not change an accurately measured azimuth.


6-7


FM 3-25.26


W^!^%^H¥& **&**& /^ENEMYPOSmON Z

^ rrg^m^ !. ^^.v-^i- :%2;MARK ON MAP — ~t-T^X*'^^tr& /#lt


Figure 6-7. Plotting an azimuth on the map.

c. To obtain an accurate reading with the protractor (to the nearest degree or 10 mils),
there are two techniques to check that the base line of the protractor is parallel to a northsouth grid line.

(1) Place the protractor index where the azimuth line cuts a north-south grid line,
aligning the base line of the protractor directly over the intersection of the azimuth line with
the north-south grid line. The user should be able to determine whether the initial azimuth
reading was correct.

(2) The user should re-read the azimuth between the azimuth and north-south grid line
to check the initial azimuth.

(3) Note that the protractor is cut at both the top and bottom by the same north-south grid
line. Count the number of degrees from the 0-degree mark at the top of the protractor to this
north-south grid line and then count the number of degrees from the 180-degree mark at the
bottom of the protractor to this same grid line. If the two counts are equal, the protractor is
properly aligned.

6-6. DECLINATION DIAGRAM

Declination is the angular difference between any two norths. If you have a map and a
compass, the one of most interest to you will be between magnetic and grid north. The
declination diagram (Figure 6-8) shows the angular relationship, represented by prongs,
among grid, magnetic, and true norths. While the relative positions of the prongs are correct,
they are seldom plotted to scale. Do not use the diagram to measure a numerical value. This
value will be written in the map margin (in both degrees and mils) beside the diagram.


6-8


FM 3-25.26


a. Location. A declination diagram is a part of the information in the lower margin on
most larger maps. On medium-scale maps, the declination information is shown by a note
in the map margin.

b. Grid-Magnetic Angle. The G-M angle value is the angular size that exists between
grid north and magnetic north. It is an arc, indicated by a dashed line, that connects the gridnorth and magnetic-north prongs. This value is expressed to the nearest 1/2 degree, with mil
equivalents shown to the nearest 10 mils. The G-M angle is important to the map reader/land
navigator because azimuths translated between map and ground will be in error by the size
of the declination angle if not adjusted for it.

c. Grid Convergence. An arc indicated by a dashed line connects the prongs for true
north and grid north. The value of the angle for the center of the sheet is given to the nearest
full minute with its equivalent to the nearest mil. These data are shown in the form of a gridconvergence note.

d. Conversion. There is an angular difference between the grid north and the magnetic
north. Since the location of magnetic north does not correspond exactly with the grid-north
lines on the maps, a conversion from magnetic to grid or vice versa is needed.

(1) With Notes. Simply refer to the conversion notes that appear in conjunction with the
diagram explaining the use of the G-M angle (Figure 6-8). One note provides instructions
for converting magnetic azimuth to grid azimuth; the other, for converting grid azimuth to
magnetic azimuth. The conversion (add or subtract) is governed by the direction of the
magnetic-north prong relative to that of the north-grid prong.


i960 G-M ANGLE
5 [94 WLS'i


TO COHORT A

MAO NET1C AZIMUTH

TO GRID AZIMUTH

SUBTRACT G-M ANGLE

TO CONVERT A
GfttD AZIMUTH TO A

MAGNETIC AZIMUTH
ADD G ^M ANGLE


TfWa-fl ANGLE ^l
TU7[13QMIL3)


GRID CONVERGENCE

f 19' |2i MIL S]

FOR CENTER OF SHEET


i960 G-M ANGLE g

B (14DMIT.SI


TO CON VERT A

MAGNETIC AZIMUTH

TO GRID AZIMUTH

SUBTRACT G^M ANGLE

TO CONVERT A

GRID AZIMUTH TO A

MAGNETIC AZJIMUTH

ADO G-M ANGLE


G RIO CONVERGENCE

2" 26' H3 Ml LSI

FOR CENTER OF SHEET


TO CONVERT A

MAGNETIC AZIMUTH

TO GRID AZIMUTH

ADD G-M ANGLE

TO CONVERT A

GRID AZIMUTH TO A

MAGNETIC AZJIMUTH

SUBTRACT G-M ANGLE


GRID CONVERGENCE
fVf (25 MILS]

FOR CENTER OF SHEET


Figure 6-8. Declination diagrams.

(2) Without Notes. In some cases, there are no declination conversion notes on the
margin of the map; it is necessary to convert from one type of declination to another. A
magnetic compass gives a magnetic azimuth; but in order to plot this line on a gridded map,
the magnetic azimuth value must be changed to grid azimuth. The declination diagram is
used for these conversions. A rule to remember when solving such problems is this:
No matter where the azimuth line points, the angle to it is always measured clockwise
from the reference direction (base line). With this in mind, the problem is solved by the
following steps:


6-9


FM 3-25.26


(a) Draw a vertical or grid-north line (prong). Always align this line with the vertical
lines on a map (Figure 6-9).


MAGNETIC NORTH


G-M ANGLE
8°E


Arbitrary line or any azimuth

Figure 6-9. Declination diagram with arbitrary line.

(b) From the base of the grid-north line (prong), draw an arbitrary line (or any azimuth
line) at a roughly right angle to north, regardless of the actual value of the azimuth in degrees
(Figure 6-9).

(c) Examine the declination diagram on the map and determine the direction of the
magnetic north (right-left or east-west) relative to that of the grid-north prong. Draw a
magnetic prong from the apex of the grid-north line in the desired direction (Figure 6-9).

(d) Determine the value of the G-M angle. Draw an arc from the grid prong to the
magnetic prong and place the value of the G-M angle (Figure 6-9).

(e) Complete the diagram by drawing an arc from each reference line to the arbitrary
line. A glance at the completed diagram shows whether the given azimuth or the desired
azimuth is greater, and thus whether the known difference between the two must be added
or subtracted.

(f) The inclusion of the true-north prong in relationship to the conversion is of little
importance.

e. Applications. Remember, there are no negative azimuths on the azimuth circle. Since
degree is the same as 360 degrees, then 2 degrees is the same as 362 degrees. This is
because 2 degrees and 362 degrees are located at the same point on the azimuth circle. The
grid azimuth can now be converted into a magnetic azimuth because the grid azimuth is now
larger than the G-M angle.

(1) When working with a map having an east G-M angle:


6-10


FM 3-25.26


(a) To plot a magnetic azimuth on a map, first change it to a grid azimuth (Figure 6-10).


MAGNETIC NORTH = 210°
G-M ANGLE EAST = +12°


GRID AZIMUTH = 222°


Arbitrary line or any azimuth


Figure 6-10. Converting to grid azimuth.

(b) To use a magnetic azimuth in the field with a compass, first change the grid azimuth
plotted on a map to a magnetic azimuth (Figure 6-11).


GRID AZIMUTH = 303°
G-M ANGLE = -10°


MAGNETIC AZIMUTH = 293°


Arbitrary line or any azimuth


Figure 6-11. Converting to magnetic azimuth.


6-11


FM 3-25.26


(c) Convert a grid azimuth to a magnetic azimuth when the G-M angle is greater than


grid azimuth (Figure 6-12).


GRID AZIMUTH


2"
Of

362°


G-M ANGLE EAST


=


-16°


- MAGNETIC AZIMUTH = 346°


Figure 6-12. Converting to a magnetic azimuth
when the G-M angle is greater.

(2) When working with a map having a west G-M angle:

(a) To plot a magnetic azimuth on a map, first convert it to a grid azimuth (Figure 6-13).


■ MAGNETIC AZIMUTH


= 65°


1 QN G-M ANGLE WEST


= -8°


l.8°W


GRID AZIMUTH


= 57°


x X


/> \


\


\


\


\ \

v \

\ \
\ \

\ \


1


Arbitrary line or any azimuth '


Figure 6-13. Converting to a grid azimuth on a map.


6-12


FM 3-25.26


(b) To use a magnetic azimuth in the field with a compass, change the grid azimuth
plotted on a map to a magnetic azimuth (Figure 6-14).


. 1 GRID AZIMUTH (MAP)


■ 93°


1 GM G " M ANGLE WEST


= +14"


V.14°1N-


MAGNETIC AZIMUTH


= 107°


X s


\
\
\
\ \

\ *


1 1


Arbitrary line or any azimuth 1


Figure 6-14. Converting to a magnetic azimuth on a map.

(c) Convert a magnetic azimuth when the G-M angle is greater than the magnetic
azimuth (Figure 6-15).


. ■ MAGNETIC AZIMUTH
GN


5°
or


365°


Y-12°W-


G-M ANGLE WEST =


-12°


353°


^i \°o


\ \

\ N
\
\

\

\

\

\


Arbitrary line or any azimuth |


Figure 6-15. Converting to a grid azimuth
when the G-M angle is greater.


6-13


FM 3-25.26


(3) The G-M angle diagram should be constructed and used each time the conversion of
azimuth is required. Such procedure is important when working with a map for the first time.
It also may be convenient to construct a G-M angle conversion table on the margin of the
map.

NOTE: When converting azimuths, exercise extreme care when adding and subtracting
the G-M angle. A simple mistake of 1° could be significant in the field.

6-7. INTERSECTION

Intersection is the location of an unknown point by successively occupying at least two
(preferably three) known positions on the ground and then map sighting on the unknown
location. It is used to locate distant or inaccessible points or objects such as enemy targets
and danger areas. There are two methods of intersection: the map and compass method and
the straightedge method (Figures 6-16 and 6-17 on pages 6-14 and 6-15).

a. When using the map and compass method —

(1) Orient the map using the compass.

(2) Locate and mark your position on the map,

(3) Determine the magnetic azimuth to the unknown position using the compass.

(4) Convert the magnetic azimuth to grid azimuth.

(5) Draw a line on the map from your position on this grid azimuth.

(6) Move to a second known point and repeat steps 1, 2, 3, 4, and 5.

(7) The location of the unknown position is where the lines cross on the map. Determine
the grid coordinates to the desired accuracy.

b. The straight edge method is used when a compass is not available. When using it —

(1) Orient the map on a flat surface by the terrain association method.

(2) Locate and mark your position on the map.

(3) Lay a straight edge on the map with one end at the user's position (A) as a pivot
point; then, rotate the straightedge until the unkown point is sighted along the edge.

(4) Draw a line along the straight edge

(5) Repeat the above steps at position (B) and check for accuracy.


6-14


FM 3-25.26


Magnetic azimuth from position A 71° +5° E =
Magnetic azimuth from position B 35° +5° E -


Figure 6-16. Intersection, using map and compass.


6-15


FM 3-25.26


(6) The intersection of the lines on the map is the location of the unknown point (C).
Determine the grid coordinates to the desired accuracy (Figure 6-17).


UNKNOWN POINT


Figure 6-17. Intersection, using a straightedge.

6-8. RESECTION

Resection is the method of locating one's position on a map by determining the grid azimuth
to at least two well-defined locations that can be pinpointed on the map. For greater
accuracy, the desired method of resection would be to use three or more well-defined
locations.

a. When using the map and compass method (Figure 6-18) —

(1) Orient the map using the compass.

(2) Identify two or three known distant locations on the ground and mark them on the
map.

(3) Measure the magnetic azimuth to one of the known positions from your location
using a compass.

(4) Convert the magnetic azimuth to a grid azimuth.

(5) Convert the grid azimuth to a back azimuth. Using a protractor, draw a line for the
back azimuth on the map from the known position back toward your unknown position.

(6) Repeat 3, 4, and 5 for a second position and a third position, if desired.


6-16


FM 3-25.26


(7) The intersection of the lines is your location. Determine the grid coordinates to the
desired accuracy.


1. From your unknown location to hilltop 408 magnetic azimuth
312° + 5° E = 317° Q - 180° = 137° back azimuth

2. From your unknown location to control tower magnetic azimuth

13° + 5° E = 18°G + 180° = 198° back azimuth


Figure 6-18. Resection with map and compass.


6-17


FM 3-25.26


a. When using the straightedge method (Figure 6-19) —

(1) Orient the map on a flat surface by the terrain association method.

(2) Locate at least two known distant locations or prominent features on the ground and
mark them on the map.

(3) Lay a straightedge on the map using a known position as a pivot point. Rotate the
straightedge until the known position on the map is aligned with the known position on the
ground.

(4) Draw a line along the straightedge away from the known position on the ground
toward your position.

(5) Repeat 3 and 4 using a second known position.

(6) The intersection of the lines on the map is your location. Determine the grid
coordinates to the desired accuracy.


Figure 6-19. Resection with straightedge.


6-18


FM 3-25.26


6-9. MODIFIED RESECTION

Modified resection is the method of locating one's position on the map when the person is
located on a linear feature on the ground, such as a road, canal, or stream (Figure 6-20).
Proceed as follows:

a. Orient the map using a compass or by terrain association.

b. Find a distant point that can be identified on the ground and on the map.

c. Determine the magnetic azimuth from your location to the distant known point.

d. Convert the magnetic azimuth to a grid azimuth.

e. Convert the grid azimuth to a back azimuth. Using a protractor, draw a line for the
back azimuth on the map from the known position back toward your unknown position.

f. The location of the user is where the line crosses the linear feature. Determine the
grid coordinates to the desired accuracy.


Figure 6-20. Modified resection.


6-19


FM 3-25.26


6-10. POLAR COORDINATES

A method of locating or plotting an unknown position from a known point by giving a
direction and a distance along that direction line is called polar coordinates. The following
elements must be present when using polar coordinates (Figure 6-21).

• Present known location on the map.

• Azimuth (grid or magnetic).

• Distance (in meters).


Figure 6-21. Polar plot.

Using the laser range finder to determine the range enhances your accuracy in determining
the unknown position's location.


6-20


FM 3-25.26


CHAPTER 7

OVERLAYS

An overlay is a clear sheet of plastic or semi-transparent paper. It is used
to display supplemental map and tactical information related to military
operations. It is often used as a supplement to orders given in the field.
Information is plotted on the overlay at the same scale as on the map, aerial
photograph, or other graphic being used. When the overlay is placed over
the graphic, the details plotted on the overlay are shown in their true
position.

7-1. PURPOSE

Overlays are used to display military operations with enemy and friendly troop dispositions,
and as supplements to orders sent to the field. They show detail that will aid in
understanding the orders, displays of communication networks, and so forth. They are also
used as annexes to reports made in the field because they can clarify matters that are difficult
to explain clearly in writing.

7-2. MAP OVERLAY

There are three steps in the making of a map overlay — orienting the overlay material,
plotting and symbolizing the detail, and adding the required marginal information
(Figure 7-1).


Figure 7-1. Registering the overlay.

a. Orienting. Orient the overlay over the place on the map to be annotated. Then, if
possible, attach it to the edges of the map with tape. Trace the grid intersections nearest the
two opposite corners of the overlay using a straightedge and label each with the proper grid
coordinates. These register marks show the receiver of your overlay exactly where it fits on
his map; without them, the overlay is difficult to orient. It is imperative that absolute


7-1


FM 3-25.26


accuracy be maintained in plotting the register marks, as the smallest mistake will throw off
the overlay.

b. Plotting of New Detail. Use pencils or markers in standard colors that make a lasting
mark without cutting the overlay to plot any detail (FM 101-5-1).

(1) Use standard topographic or military symbols where possible. Nonstandard symbols
invented by the author must be identified in a legend on the overlay. Depending on the
conditions under which the overlay is made, it may be advisable to plot the positions first
on the map, then trace them onto the overlay. Since the overlay is to be used as a supplement
to orders or reports and the recipient will have an identical map, show only that detail with
which the report is directly concerned.

(2) If you have observed any topographic or cultural features that are not shown on the
map, such as a new road or a destroyed bridge, plot their positions as accurately as possible
on the overlay and mark with the standard topographic symbol.

(3) If difficulty in seeing through the overlay material is encountered while plotting or
tracing detail, lift the overlay from time to time to check orientation of information being
added in reference to the base.

c. Recording Marginal Information. When all required detail has been plotted or
traced on the overlay, print information as close to the lower right-hand corner as detail
permits (Figure 7-2). This information includes the following data:

(1) Title and Objective. This tells the reader why the overlay was made and may also
give the actual location. For example, "Road Reconnaissance" is not as specific as "Route
146 Road Reconnaissance."

(2) Time and Date. Any overlay should contain the latest possible information. An
overlay received in time is very valuable to the planning staff and may affect the entire
situation; an overlay that has been delayed for any reason may be of little use. Therefore, the
exact time the information was obtained aids the receivers in determining its reliability and
usefulness.

(3) Map Reference. The sheet name, sheet number, map series number, and scale must
be included. If the reader does not have the map used for the overlay, this provides the
information necessary to obtain it.

(4) Author. The name, rank, and organization of the author, supplemented with a date
and time of preparation of the overlay, tells the reader if there was a time difference between
when the information was obtained and when it was reported.

(5) Legend. If it is necessary to invent nonstandard symbols to show the required
information, the legend must show what these symbols mean.

(6) Security Classification. This must correspond to the highest classification of either
the map or the information placed on the overlay. If the information and map are
unclassified, this will be so stated. The locations of the classification notes are shown in
Figure 7-2, and the notes will appear in both locations as shown.

(7) Additional Information. Any other information that amplifies the overlay will also
be included. Make it as brief as possible.


7-2


FM 3-25.26


Figure 7-2. Map overlay with marginal information.

7-3. AERIAL PHOTOGRAPH OVERLAY

Overlays of single aerial photographs are constructed and used in the same way as map
overlays. The steps followed are essentially the same, with the following exceptions:

a. Orienting of Overlay. The photograph normally does not have grid lines to be used
as register marks. The borders of the photograph limit the area of the overlay, so the
reference marks or linear features are traced in place of grid register marks. Finally, to ensure
proper location of the overlay with respect to the photograph, indicate on the overlay the
position of the marginal data on the photograph as seen through the overlay.

b. Marginal Information. The marginal information shown on photographs varies
somewhat from that shown on maps. Overlays of photographs (Figure 7-3, page 7-4) should
show the following information:

(1) North Arrow. This may be obtained in two ways — by comparing with a map of the
area or by orienting the photograph by inspection. In the latter case, a compass or expedient
direction finder must be used to place the direction arrow on the overlay. Use the standard
symbol to represent the actual north arrow used — grid, magnetic, or true north.


7-3


FM 3-25.26


(2) Title and Objective. This tells the reader why the photo overlay was made and may
also give the actual location.

(3) Time and Date. The exact time the information was obtained is shown on a photo
overlay just as on a map overlay

(4) Photo Reference. The photo number, mission number, date of flight, and scale
appear here, or the information is traced in its actual location on the photograph.

(5) Scale. The scale must be computed since it is not part of the marginal data.

(6) Map Reference. Reference is made to the sheet name, sheet number, series number,
and scale of a map of the area, if one is available.

(7) Author. The name, rank, and organization of the author are shown, supplemented
with a date and time of preparation of the overlay.

(8) Legend. As with map overlays, this is only necessary when nonstandard symbols are
used.

(9) Security Classification. This must correspond to the highest classification of either
the photograph or the information placed on the overlay. If the information and photograph
are unclassified, this will be so stated. The locations of the classification notes are shown in
Figure 7-3, and the notes will appear in both locations.

(10) Additional Information. Any other information that amplifies the overlay will also
be included. Make it as brief as possible.


Figure 7-3. Photographic overlay with marginal information.


7-4


FM 3-25.26


CHAPTER 8

AERIAL PHOTOGRAPHS

An aerial photograph is any photograph taken from an airborne vehicle
(aircraft, drones, balloons, satellites, and so forth). The aerial photograph
has many uses in military operations; however, for the purpose of this
manual, it will be considered primarily as a map supplement or map
substitute.

8-1. COMPARISON WITH MAPS

A topographic map may be obsolete because it was compiled many years ago. A recent aerial
photograph shows any changes that have taken place since the map was made. For this
reason, maps and aerial photographs complement each other. More information can be
gained by using the two together than by using either alone.

a. Advantages. An aerial photograph has the following advantages over a map:

(1) It provides a current pictorial view of the ground that no map can equal.

(2) It is more readily obtained. The photograph may be in the hands of the user within
a few hours after it is taken; a map may take months to prepare.

(3) It may be made for places that are inaccessible to ground soldiers.

(4) It shows military features that do not appear on maps.

(5) It can provide a day-to-day comparison of selected areas, permitting evaluations to
be made of enemy activity.

(6) It provides a permanent and objective record of the day-to-day changes with the area.

b. Disadvantages. The aerial photograph has the following disadvantages as compared
to a map:

(1) Ground features are difficult to identify or interpret without symbols and are often
obscured by other ground detail as, for example, buildings in wooded areas.

(2) Position location and scale are only approximate.

(3) Detailed variations in the terrain features are not readily apparent without
overlapping photography and a stereoscopic viewing instrument.

(4) Because of a lack of contrasting colors and tone, a photograph is difficult to use in
poor light.

(5) It lacks marginal data.

(6) It requires more training to interpret than a map.

8-2. TYPES

Aerial photography most commonly used by military personnel may be divided into two
major types, the vertical and the oblique. Each type depends upon the attitude of the camera
with respect to the earth's surface when the photograph is taken.

a. Vertical. A vertical photograph is taken with the camera pointed as straight down
as possible (Figures 8-1 and 8-2 on page 8-2). Allowable tolerance is usually + 3° from the
perpendicular (plumb) line to the camera axis. The result is coincident with the camera axis.
A vertical photograph has the following characteristics:

(1) The lens axis is perpendicular to the surface of the earth.

(2) It covers a relatively small area.


8-1


FM 3-25.26


(3) The shape of the ground area covered on a single vertical photo closely approximates
a square or rectangle.

(4) Being a view from above, it gives an unfamiliar view of the ground.

(5) Distance and directions may approach the accuracy of maps if taken over flat terrain.

(6) Relief is not readily apparent.


FILM


CAMERA LENS


Figure 8-1. Relationship of the vertical aerial
photograph with the ground.


Figure 8-2. Vertical photograph.


8-2


FM 3-25.26


a. Low Oblique. This is a photograph taken with the camera inclined about 30° from
the vertical (Figure 8-3, and Figure 8-4 on page 8-4). It is used to study an area before an
attack, to substitute for a reconnaissance, to substitute for a map, or to supplement a map.
A low oblique has the following characteristics:

(1) It covers a relatively small area.

(2) The ground area covered is a trapezoid, although the photo is square or rectangular.

(3) The objects have a more familiar view, comparable to viewing from the top of a high
hill or tall building.

(4) No scale is applicable to the entire photograph, and distance cannot be measured.
Parallel lines on the ground are not parallel on this photograph; therefore, direction (azimuth)
cannot be measured.

(5) Relief is discernible but distorted.

(6) It does not show the horizon.


CAMERA LENS


AREA COVERED


Figure 8-3. Relationship of low oblique photograph to the ground.


8-3


FM 3-25.26


Figure 8-4. Low oblique photograph.

c. High Oblique. The high oblique is a photograph taken with the camera inclined
about 60° from the vertical (Figures 8-5 and 8-6). It has a limited military application; it is
used primarily in the making of aeronautical charts. However, it may be the only
photography available. A high oblique has the following characteristics:

(1) It covers a very large area (not all usable).

(2) The ground area covered is a trapezoid, but the photograph is square or rectangular.

(3) The view varies from the very familiar to unfamiliar, depending on the height at
which the photograph is taken.

(4) Distances and directions are not measured on this photograph for the same reasons
that they are not measured on the low oblique.

(5) Relief may be quite discernible but distorted as in any oblique view. The relief is not
apparent in a high altitude, high oblique.

(6) The horizon is always visible.


8-4


FM 3-25.26


Figure 8-5. Relationship of high oblique photograph to the ground.


Figure 8-6. High oblique photograph.


8-5


FM 3-25.26


d. Trimetrogon. This is an assemblage of three photographs taken at the same time,
one vertical and two high obliques, in a direction at right angle to the line of flight. The
obliques, taken at an angle of 60° from the vertical, sidelap the vertical photography,
producing composites from horizon to horizon (Figure 8-7).


Shaded areas are
those covered by the
camera arrangment.


o
%

OVERLAP I OVERLAP \*


OBLIQUE COVERAGE


Mil. JIMIn .


■ VERTICAL -
COVERAGE


OBLIQUE COVERAGE


Figure 8-7. Relationship of cameras to ground for trimetrogon
photography (three cameras).

e. Multiple Lens Photography. These are composite photographs taken with one
camera having two or more lenses, or by two or more cameras. The photographs are
combinations of two, four, or eight obliques around a vertical. The obliques are rectified to
permit assembly as verticals on a common plane.

f. Convergent Photography. These are done with a single twin-lens, wide-angle
camera, or with two single-lens, wide-angle cameras coupled rigidly in the same mount so
that each camera axis converges when intentionally tilted a prescribed amount (usually 15
or 20°) from the vertical. Again, the cameras are exposed at the same time. For precision
mapping, the optical axes of the cameras are parallel to the line of flight, and for
reconnaissance photography, the camera axes are at high angles to the line of flight.

g. Panoramic. The development and increasing use of panoramic photography in aerial
reconnaissance has resulted from the need to cover in greater detail more and more areas of
the world.

(1) To cover the large areas involved, and to resolve the desired ground detail, presentday reconnaissance systems must operate at extremely high-resolution levels. Unfortunately,
high-resolution levels and wide-angular coverage are basically contradicting requirements.

(2) A panoramic camera is a scanning type of camera that sweeps the terrain of interest
from side to side across the direction of flight. This permits the panoramic camera to record
a much wider area of ground than either frame or strip cameras. As in the case of the frame
cameras, continuous cover is obtained by properly spaced exposures timed to give sufficient
overlap between frames. Panoramic cameras are most advantageous for applications
requiring the resolution of small ground detail from high altitudes.


8-6


FM 3-25.26


8-3. TYPES OF FILM

Types of film generally used in aerial photography include panchromatic, infrared, and color.
Camouflage detection film is also available.

a. Panchromatic. This is the same type of film that is used in the average hand-held
small camera. It records the amount of light reflected from objects in tones of gray running
from white to black. Most aerial photography is taken with panchromatic film.

b. Infrared. This is a black-and-white film that is sensitive to infrared waves. It can be
used to detect artificial camouflage materials and to take photographs at night if there is a
source of infrared radiation.

c. Color. This film is the same as that used in the average hand-held camera. It is
limited in its use because of the time required to process it and its need for clear, sunny
weather.

d. Camouflage Detection. This film is a special type that records natural vegetation in
a reddish color. When artificial camouflage materials are photographed, they appear bluish
or purplish. The name of this film indicates its primary use.

8-4. NUMBERING AND TITLING INFORMATION

Each aerial photograph contains in its margin important information for the photo user. The
arrangement, type, and amount of this information is standardized; however, the rapid
development of cameras, film, and aeronautical technology since World War II has caused
numerous changes in the numbering and titling of aerial photographs. As a result, the photo
user may find that the marginal information on older photographs varies somewhat from the
standard current practice. With certain camera systems, some of the data are automatically
recorded on each exposure, while other systems require that all titling data be added to the
film after processing.

a. Standard titling data for aerial photography prepared for the use of the Department
of Defense are as follows. For reconnaissance and charting photography, items 2 through 14
and item 19 are lettered on the beginning and end of each roll of film. Items 1 through 9 and
item 19 are lettered on each exposure. For surveying and mapping photography, items 2
through 19 are lettered on the beginning and end of each roll of film, and items 1, 2, 3, 5, 6,
7, 8, 9, 13, and 19 are lettered on each exposure.

(1) Negative number.

(2) Camera position.

(3) Taking unit.

(4) Service.

(5) Sortie/mission number.

(6) Date (followed by a double hyphen [=]).

(7) Time group and zone letter (GMT).

(8) Focal length.

(9) Altitude.

(10) Kind of photography or imagery.

(11) Geographic coordinates.

(12) Descriptive title.

(13) Project number and or name.

(14) Camera type and serial number.


8-7


FM 3-25.26


(15) Cone serial number (if any).

(16) Lens type and serial number.

(17) Magazine type and serial number.

(18) Type of photographic filter used.

(19) Security classification.

b. Automatically recorded data may differ somewhat in arrangement from the sequence
listed above, but the same information is available to the photo user. A detailed explanation
of the titling items and the codes used to indicate them is found in TM 5-243.

8-5. SCALE DETERMINATION

Before a photograph can be used as a map supplement or substitute, it is necessary to know
its scale. On a map, the scale is printed as a representative fraction that expresses the ratio
of map distance to ground distance, For example: RF = MP

GD
On a photograph, the scale is also expressed as a ratio, but is the ratio of the photo distance
(PD) to ground distance. For example: RF= PD

GD
The approximate scale or average scale (RF) of a vertical aerial photograph is determined
by either of two methods; the comparison method or the focal length-flight altitude method,
a. Comparison Method. The scale of a vertical aerial photograph is determined by
comparing the measured distance between two points on the photograph with the measured
ground distance between the same two points.

SCALE (RF = Photo Distance
Ground Distance


8-8


FM 3-25.26


The ground distance is determined by actual measurement on the ground or by the use of the
scale on a map of the same area. The points selected on the photograph must be identifiable
on the ground or map of the same area and should be spaced in such a manner that a line
connecting them will pass through or nearly through the center of the photograph
(Figure 8-8).


7km r 100,000 (cm in Man) 200,00 8/ 200,000 25,000


Figure 8-8. Selection of points for scale determination.

b. Focal Length-Flight Altitude Method. When the marginal information of a
photograph includes the focal length and the flight altitude, the scale of the photo is
determined using the following formula (Figure 8-9).


SCA1C (flf )


f (tee*! Imlngth \


H (flight mttHudm ) - h (average ground titration)

Example:

f = 6 Inches or 15.2 centimeters
H =10,000 fMt or 3,048 meters


253 .OS meters


t =850 fMt

With metric measures:
152

(3, Mfl - 259.08 )X 100 278,800 18,300

Of 1:18,300


(tpproxim»t*ty )


With English measurements:
0.8


10,000 fMt
ort:ta,300


850 feet


o.a

8150


QHOUND LEVEL

SEA LEVEL


Figure 8-9. Computation of scale from terrain level.


8-9


FM 3-25.26


When the ground elevation is at sea level, H becomes zero, and the formula is as shown in
Figure 8-10.


FILM


FOCAL LENGTH


LENS


SCALE (RF\ = I (fo<*"»"g*M
1 ' H (fftgMaftftwfe)


FLIGHT

ALTITUDE

10,000 FEET


SEA LEVEL


Figure 8-10. Basic computation of scale from sea level.

8-6. INDEXING

When aerial photos are taken of an area, it is convenient to have a record of the extent of
coverage of each photo. A map on which the area covered by each photo is outlined and
numbered or indexed to correspond to the photo is called an index map. There are two
methods of preparing index maps.

a. The four-corner method (Figures 8-11 and 8-12) requires location on the map of the
exact point corresponding to each corner of the photo. If a recognizable object such as a
house or road junction can be found exactly at one of the corners, this point may be used on
the map as the corner of the photo. If recognizable objects cannot be found at the corners,
then the edges of the photo should be outlined on the map by lining up two or more
identifiable objects along each edge; the points where the edges intersect should be the exact
corners of the photo. If the photo is not a perfect vertical, the area outlined on the map will
not be a perfect square or rectangle. After the four sides are drawn on the map, the number
of the photograph is written in the enclosed area for identification. This number should be
placed in the same corner as it is on the photo.


8-10


FM 3-25.26


Figure 8-11. Four-corner method (selection of points).


Figure 8-12. Plotting, using the four-corner method.


8-11


FM 3-25.26


b. The template method is used when a large number of photos are to be indexed, and
the exact area covered by each is not as important as approximate area and location. In this
case, a template (cardboard pattern or guide) is cut to fit the average area the photos cover
on the index map. It is used to outline the individual area covered by each photo. To
construct a template, find the average map dimensions covered by the photos to be indexed
as follows. Multiply the average length of the photos by the denominator of the average scale
of the photos; multiply this by the scale of the map. Do the same for the width of the photos.
This gives the average length and width of the area each photo covers on the map—or the size
to which the template should be cut (Figure 8-13).


TEMPLATE


8.2 cm


22.8 cm


22. 8 cm


Example;

Size of Photograph = 8.2CM
Seals of Photo = 1:18,000
Seal* Of Map = 1:50,000


LENGTH
1


50,000


22,8 X 18,000 X

- 4r - S-2 cm


WIDTH =22.8 X 18,000 X

1 41

» — ■■ 8.2 cm

50,000 5


Figure 8-13. Constructing a template.

c. To index the map, select the general area covered by the first photo and orient the
photo to the map. Place the template over the area on the map and adjust it until it covers the
area as completely and accurately as possible. Draw lines around the edges of the template.
Remove the rectangle and proceed to the next photo (Figure 8-14).


Figure 8-14. Indexing with a template.


8-12


FM 3-25.26


d. After all photos have been plotted, write on the map sufficient information to identify
the mission or sortie. If more than one sortie is plotted on one map or overlay, use a different
color for each sortie.

e. In most cases, when a unit orders aerial photography, an index is included to give the
basic information. Instead of being annotated on a map of the area, it appears on an overlay
and is keyed to a map.

8-7. ORIENTING OF PHOTOGRAPH

Orienting the photograph is important because it is of very little value as a map supplement
or substitute if its location and direction are not known by the user.

a. If a map of the same area as the photograph is available, the photograph is oriented
to the map by comparing features common to both and then transferring a direction line from
the map to the photograph.

b. If no map is available, the shadows on a photograph may be used to get an
approximate true-north line. This method is not recommended in the torrid zone
(Figure 8-15).


Example;

This photograph was taken on 29
December 1965 at 14:15 In the
afternoon. The long shadows of the
towers are to the right of north.

By measuring back 35° with a
protractor, an approximate true-north
line will be found.


DIRECTION OF SHADOW LINE


Figure 8-15. Using shadows on a photograph to find north.

( 1 ) North Temperate Zone. The sun moves from the east in the morning through south
at noon to west in the afternoon. Conversely, shadow fall varies from west through north to
east. Before noon, therefore, north is to the right of the direction of shadow fall; at noon,
north is the direction of shadow fall; and after noon, north is to the left of shadow fall. On an


8-13


FM 3-25.26


average, the amount of variation in shadow fall per hour is 15 degrees. From marginal
information, determine the number of hours from noon that the photo was taken and multiply
that number by 15°. With a protractor, measure an angle of that amount in the proper
direction (right to left) from a clear, distinct shadow, and north is obtained. For photographs
taken within three hours of noon, a reasonable accurate north direction can be obtained.
Beyond these limits, the 15° must be corrected, depending on time of year and latitude.

(2) South Temperate Zone. The sun moves from east through north at noon to west.
Shadows then vary from west through south to east. Before noon, south is to the left of
shadow fall; at noon, south is shadow fall; and after noon, south is to the right of shadow fall.
Proceed as in (1) above to determine the direction of south.

c. On a photograph that can be oriented to the surrounding ground features by
inspection, a magnetic-north line can be established using a compass.

(1) Orient the photograph by inspection.

(2) Open the compass and place it on the photograph.

(3) Without moving the photograph, rotate the compass until the north arrow is under
the stationary black line.

(4) Draw a line along the straight edge of the compass. This is a magnetic-north line.

8-8. POINT DESIGNATION GRID

Since aerial photographs are seldom exactly the same scale as a map of the same area, it is
not feasible to print military grids on them. A special grid is used for the designation of
points on photographs (Figure 8-16). This grid, known as the point designation grid, has no
relation to the scale of the photo, to any direction, or to the grid used on any other
photograph or map. It has only one purpose, to designate points on photographs.


*7 45


50 i1 SZ


Figure 8-16. Point designation grid.


8-14


FM 3-25.26


a. The point designation grid is rarely printed on photographs; therefore, it becomes the
responsibility of each user to construct the grid on the photograph. All users must construct
the grid in exactly the same way. Before the grid can be constructed or used, the photograph
must be held so that the marginal information, regardless of where it is located, is in the
normal reading position (Figure 8-17, step 1).

(1) Draw lines across the photograph joining opposite reference marks at the center of
each photograph (fiducial marks). If there are no fiducial marks, the center of each side of
the photograph is assumed to be the location of the marks (Figure 8-17, step 2).

(2) Space grid lines, starting with the center line, 4 centimeters (1.575 inches) apart (a
distance equal to 1,000 meters at a scale of 1:25,000). The 1:25,000 map coordinate scale
can be used for this dimension and to accurately designate points on the photograph, but this
does not mean that distance can be scaled from the photograph. Extend the grid past the
margins of the photograph so that a horizontal and vertical grid line fall outside the picture
area (Figure 8-17, step 3).

(3) Number each center line "50" and give numerical values to the remaining horizontal
and vertical lines so that they increase to the right and up (Figure 8-17, step 4).


I — f f : 1 j — n

1 (Marginal; IrifdrFnatSon) I


4S 49 50 51 52


Figure 8-17. Constructing a point designation grid.


8-15


FM 3-25.26


b. The point designation grid is used, once the photograph is oriented, in the same
manner as the grid on a map (Figure 8-18), read right and up. The coordinate scale used
with the UTM grid on maps at the scale of 1 :25,000 may be used to subdivide the grid square
in the same manner as on a map. However, because the same point designation grid is used
on all photographs, the coordinates of a point on the photograph must be prefixed by the
identifying marginal information of the photograph.


FOURTH: Estimate tenths between line
and points


THIRD: Read number labeling this line


SECOND: Estimate tenths between
line and point


FIRST: Read number labeling this line


51


~*\


REFERENCE:

MARGINAL

INFORMATION

PLUS 506514


Figure 8-18. Reading point designation grid coordinates.


8-16


FM 3-25.26


c. A grid coordinate using the point designation grid (Figure 8-19) consists of three
parts:

(1) The letters "PDG" to indicate an aerial photograph rather than a map grid coordinate.

(2) The mission and photo negative number to identify which photograph is being used.

(3) The six numerical digits to locate the actual point on the photograph.


Figure 8-19. Locating the grid coordinate on a point designation grid.

8-9. IDENTIFICATION OF PHOTOGRAPH FEATURES

The identification of features on a photograph is not difficult if the following facts are
remembered. The view that is presented by the aerial photograph is from above and, as a
result, objects do not look familiar. Objects that are greatly reduced in size appear distorted.
Most aerial photography is black and white, and all colors appear on the photograph in
shades of gray. Generally speaking, the darker the natural color, the darker it will appear on
the photograph.

a. The identification of features on aerial photographs depends upon a careful
application of five factors of recognition. No one factor will give a positive identification;
it requires the use of all five.

(1) Size. The size of unknown objects on a photograph, as determined from the scale of
the photograph or a comparison with known objects of known size, gives a clue to their
identity. For example, in a built-up area the smaller buildings are usually dwellings, and the
larger buildings are commercial or community buildings.

(2) Shape (Pattern). Many features possess characteristic shapes that readily identify the
features. Man-made features appear as straight or smooth curved lines, while natural features
usually appear to be irregular. Some of the most prominent man-made features are highways,
railroads, bridges, canals, and buildings. Compare the regular shapes of these to the irregular
shapes of such natural features as streams and timber lines.

(3) Shadows. Shadows are very helpful in identifying features since they show the
familiar side view of the object. Some excellent examples are the shadows of water towers
or smoke stacks. As viewed directly from above, only a round circle or dot is seen, whereas
the shadow shows the profile and helps to identify the object. Relative lengths of shadows
also usually give a good indication of relative heights of objects.

(4) Shade (Tone or Texture). Of the many different types of photographic film in use
today, the film used for most aerial photography, except for special purposes, is


8-17


FM 3-25.26


panchromatic film. Panchromatic film is sensitive to all the colors of the spectrum; it
registers them as shades of gray, ranging from white to black. This lighter or darker shade
of features on aerial photographs is known as the tone. The tone is also dependent on the
texture of the features; a paved highway has a smooth texture and produces an even tone on
the photograph, while a recently plowed field or a marsh has a rough, choppy texture and
results in a rough or grainy tone. It is also important to remember that similar features may
have different tones on different photographs, depending on the reflection of sunlight. For
example, a river or body of water appears light if it is reflecting sunlight directly toward the
camera, but appears dark otherwise. Its texture may be smooth or rough, depending on the
surface of the water itself. As long as the variables are kept in mind, tone and texture may
be used to great advantage.

(5) Surrounding Objects. Quite often an object not easily recognized by itself may be
identified by its relative position to surrounding objects. Large buildings located beside
railroads or railroad sidings are usually factories or warehouses. Identify schools by the
baseball or football fields. It would be hard to tell the difference between a water tower next
to a railroad station and a silo next to a barn, unless the surrounding objects such as the
railroad tracks or cultivated fields were considered.

b. Before a vertical photograph can be studied or used for identification of features, it
must be oriented. This orienting is different from the orienting required for the construction
or use of the point designation grid. Orienting for study consists of rotating the photograph
so that the shadows on the photograph point toward yourself. You then face a source of light.
This places the source of light, an object, and its shadow in a natural relationship. Failure to
orient a photograph properly may cause the height or depth of an object to appear reversed.
For example, a mine or quarry may appear to be a hill instead of a depression.

8-10. STEREOVISION

One of the limitations of the vertical aerial photograph is the lack of apparent relief.
Stereoscopic vision (or as it is more commonly known, stereovision or depth perception) is
the ability to see three-dimensionally or to see length, width, and depth (distance) at the
same time. This requires two views of a single object from two slightly different positions.
Most people have the ability to see three-dimensionally. Whenever an object is viewed, it
is seen twice—once with the left eye and once with the right eye. The fusion or blending
together of these two images in the brain permits the judgment of depth or distance.

a. In taking aerial photographs, it is rare for only a single picture to be taken. Generally,
the aircraft flies over the area to be photographed taking a series of pictures, each of which
overlaps the photograph preceding it and the photograph following it so that an unbroken
coverage of the area is obtained (Figure 8-20). The amount of overlap is usually 56 percent,
which means that 56 percent of the ground detail appearing on one photo also appears on the
next photograph. When a single flight does not give the necessary coverage of an area,
additional flights must be made. These additional flights are parallel to the first and must
have an overlap between them. This overlap between flights is known as side lap and usually
is between 15 and 20 percent (Figure 8-21, page 8-20).


8-18


FM 3-25.26


Figure 8-20. Photographic overlap.


8-19


FM 3-25.26


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L ^;wl


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7*^


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*J »'.'/'.,-;>| *"■ --JS :


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Figure 8-21. Side lap.

b. The requirement for stereovision can be satisfied by overlapping photographs if one
eye sees the object on one photograph and the other eye sees the same object on another
photograph. While this can be done after practice with the eyes alone, it is much easier if an
optical aid is used. These optical aids are known as stereoscopes. There are many types of
stereoscopes, but only the two most commonly used are discussed in this manual.

(1) Pocket Stereoscope. The pocket stereoscope (Figure 8-22), sometimes known as a
lens stereoscope, consists of two magnifying lenses mounted in a metal frame. Because of
its simplicity and ease of carrying, it is the type used most frequently by military personnel.


8-20


FM 3-25.26


Figure 8-22. Pocket stereoscope.

(2) Mirror Stereoscope. The mirror stereoscope (Figure 8-23) is larger, heavier, and
more subject to damage than the pocket stereoscope. It consists of four mirrors mounted in
a metal frame.


> o>


IuM8


Sj»#iJ«WSUn/


./, J^M ^^^y^j*


^^^^k^-^jwSb


/$^^^\ j


- 7^*al


K^


N.1 7


t^, N>v


%Ovv\?X


^kV^Swt^


Figure 8-23. Mirror stereoscope.

c. A method to orient a pair of aerial photographs for best three-dimensional viewing
is outlined below:

(1) Arrange the selected pair of photos in such a way that the shadows on them generally
appear to fall toward the viewer. It is also desirable that the light source enters the side away
from the observer during the study of the photographs (Figure 8-24, page 8-22).

(2) Place the pair of photographs on a flat surface so that the detail on one photograph
is directly over the same detail on the other photograph (Figure 8-24, page 8-22).


8-21


FM 3-25.26


(3) Place the stereoscope over the photographs so that the left lens is over the left
photograph and the right lens is over the right photograph (Figure 8-24).


STEREOPAIF


Figure 8-24. Placement of stereoscope over stereopair.

(4) Separate the photographs along the line of flight until a piece of detail appearing in
the overlap area of the left photograph is directly under the left lens and the same piece of
detail on the right photo is directly under the right lens.

(5) With the photograph and stereoscope in this position, a three-dimensional image
should be seen. A few minor adjustments may be necessary, such as adjusting the aerial
photographs of the stereoscope to obtain the correct position for your eyes. The hills appear
to rise and the valleys sink so that there is the impression of being in an aircraft looking
down at the ground.

(6) The identification of features on photographs is much easier and more accurate with
this three-dimensional view. The same five factors of recognition (size, shape, shadow, tone,
and surrounding objects) must still be applied; but now, with the addition of relief, a more
natural view is seen.


8-22


FM 3-25.26


PART TWO

LAND NAVIGATION

CHAPTER 9

NAVIGATION EQUIPMENT AND METHODS

Compasses are the primary navigation tools to use when moving in an
outdoor world where there is no other way to find directions. Soldiers should
be thoroughly familiar with the compass and its uses. Part One of this
manual discussed the techniques of map reading. To complement these
techniques, a mastery of field movement techniques is essential. This chapter
describes the lensatic compass and its uses, and some of the field expedient
methods used to find directions when compasses are not available.

9-1. TYPES OF COMPASSES

The lensatic compass is the most common and simplest instrument for measuring direction.
It is discussed in detail in paragraph 9-2. The artillery M2 compass is a special-purpose
instrument designed for accuracy; it will be discussed in Appendix G. The wrist/pocket
compass is a small magnetic compass that can be attached to a wristwatch band. It contains
a north-seeking arrow and a dial in degrees. A protractor can be used to determine azimuths
when a compass is not available. However, it should be noted that when using the protractor
on a map, only grid azimuths are obtained.

9-2. LENSATIC COMPASS

The lensatic compass (Figure 9-1) consists of three major parts: the cover, the base, and the
lens.


LUMINOUS
SIGHTING DOTS


LUMINOUS MAGNETIC ARROW
SHORT LUMINOUS LINE

FIXED INDEX LIME


SIGHTING SLOT


LENS OR

REAR SIGHT


imrJiLLuJiMJ


SIGHTING WIRE


COVER


GRADUATED STRAIGHT
EDGE


BASE


THUMB LOOP


•FLOATING DIAL
-BEZEL RING


Figure 9-1. Lensatic compass.


9-1


FM 3-25.26


a. Cover. The compass cover protects the floating dial. It contains the sighting wire
(front sight) and two luminous sighting slots or dots used for night navigation.

b. Base. The body of the compass contains the following movable parts:

(1) The floating dial is mounted on a pivot so it can rotate freely when the compass is
held level. Printed on the dial in luminous figures are an arrow and the letters E and W. The
arrow always points to magnetic north and the letters fall at east (E) 90° and west (W) 270°
on the dial. There are two scales; the outer scale denotes mils and the inner scale (normally
in red) denotes degrees.

(2) Encasing the floating dial is a glass containing a fixed black index line.

(3) The bezel ring is a ratchet device that clicks when turned. It contains 120 clicks when
rotated fully; each click is equal to 3°. A short luminous line that is used in conjunction with
the north-seeking arrow during navigation is contained in the glass face of the bezel ring.

(4) The thumb loop is attached to the base of the compass.

c. Lens. The lens is used to read the dial, and it contains the rear-sight slot used in
conjunction with the front for sighting on objects. The rear sight also serves as a lock and
clamps the dial when closed for its protection. The rear sight must be opened more than 45°
to allow the dial to float freely.

NOTE: When opened, the straightedge on the left side of the compass has a coordinate
scale; the scale is 1:50,000 in newer compasses.


WARNING

Some older compasses will have a 1:25,000 scale. This scale can be used
with a 1:50,000-scale map, but the values read must be halved. Check the
scale.


9-3. COMPASS HANDLING

Compasses are delicate instruments and should be cared for accordingly.

a. Inspection. A detailed inspection is required when first obtaining and using a
compass. One of the most important parts to check is the floating dial, which contains the
magnetic needle. The user must also make sure the sighting wire is straight, the glass and
crystal parts are not broken, the numbers on the dial are readable, and most important, that
the dial does not stick.

b. Effects of Metal and Electricity. Metal objects and electrical sources can affect the
performance of a compass. However, nonmagnetic metals and alloys do not affect compass
readings. The following separation distances are suggested to ensure proper functioning of
a compass:

High-tension power lines 55 meters.

Field gun, truck, or tank 18 meters.

Telegraph or telephone wires and barbed wire 10 meters.

Machine gun 2 meters.

Steel helmet or rifle 1/2 meter.

c. Accuracy. A compass in good working condition is very accurate. However, a
compass has to be checked periodically on a known line of direction, such as a surveyed


9-2


FM 3-25.26


azimuth using a declination station. Compasses with more than 3° + variation should not be
used.

d. Protection. If traveling with the compass unfolded, make sure the rear sight is fully
folded down onto the bezel ring. This will lock the floating dial and prevent vibration, as
well as protect the crystal and rear sight from damage.


9-4. USING A COMPASS

Magnetic azimuths are determined with the use of magnetic instruments, such as lensatic and
M2 compasses. The techniques employed when using the lensatic compass are as follows:
a. Using the Centerhold Technique. First, open the compass to its fullest so that the
cover forms a straightedge with the base. Move the lens (rear sight) to the rearmost position,
allowing the dial to float freely. Next, place your thumb through the thumb loop, form a
steady base with your third and fourth fingers, and extend your index finger along the side
of the compass. Place the thumb of the other hand between the lens (rear sight) and the bezel
ring; extend the index finger along the remaining side of the compass, and the remaining
fingers around the fingers of the other hand. Pull your elbows firmly into your sides; this will
place the compass between your chin and your belt. To measure an azimuth, simply turn
your entire body toward the object, pointing the compass cover directly at the object. Once
you are pointing at the object, look down and read the azimuth from beneath the fixed black
index line (Figure 9-2). This preferred method offers the following advantages over the
sighting technique:

(1) It is faster and easier to use.

(2) It can be used under all conditions of visibility.

(3) It can be used when navigating over any type of terrain.

(4) It can be used without putting down the rifle; however, the rifle must be slung well
back over either shoulder.

(5) It can be used without removing eyeglasses.


Figure 9-2. Centerhold technique.

b. Using the Compass-to-Cheek Technique. Fold the cover of the compass containing

the sighting wire to a vertical position; then fold the rear sight slightly forward. Look

through the rear-sight slot and align the front-sight hairline with the desired object in the

distance. Then glance down at the dial through the eye lens to read the azimuth (Figure 9-3).


9-3


FM 3-25.26


NOTE: The compass-to-cheek technique is used almost exclusively for sighting, and it
is the best technique for this purpose.


Figure 9-3. Compass-to-cheek technique.

c. Presetting a Compass and Following an Azimuth. Although different models of
the lensatic compass vary somewhat in the details of their use, the principles are the same.
(1) During daylight hours or with a light source:

(a) Hold the compass level in the palm of the hand.

(b) Rotate it until the desired azimuth falls under the fixed black index line (for example,
320°), maintaining the azimuth as prescribed (Figure 9-4).

(c) Turn the bezel ring until the luminous line is aligned with the north-seeking arrow.
Once the alignment is obtained, the compass is preset.

(d) To follow an azimuth, assume the centerhold technique and turn your body until the
north-seeking arrow is aligned with the luminous line. Then proceed forward in the direction
of the front cover's sighting wire, which is aligned with the fixed black index line that
contains the desired azimuth.


9-4


FM 3-25.26


FIXED BLACK
INDEX LINE


320°


A


MAGNETIC ARROW
FLOATING DIAL

SHORT LUMINOUS LINE


> t*™ •* IT I* m ii —


Figure 9-4. Compass preset at 320 degrees.

(2) During limited visibility, an azimuth may be set on the compass by the click method.
Remember that the bezel ring contains 3° intervals (clicks).

(a) Rotate the bezel ring until the luminous line is over the fixed black index line.

(b) Find the desired azimuth and divide it by three. The result is the number of clicks that
you have to rotate the bezel ring.

(c) Count the desired number of clicks. If the desired azimuth is smaller than 180°, the
number of clicks on the bezel ring should be counted in a counterclockwise direction. For
example, the desired azimuth is 51°. Desired azimuth is 51°-r 3 = 17 clicks
counterclockwise. If the desired azimuth is larger than 180°, subtract the number of degrees
from 360° and divide by 3 to obtain the number of clicks. Count them in a clockwise
direction. For example, the desired azimuth is 330°; 360°-330° = 30 -=-3 = 10 clicks
clockwise.

(d) With the compass preset as described above, assume a centerhold technique and
rotate your body until the north-seeking arrow is aligned with the luminous line on the bezel.
Then proceed forward in the direction of the front cover's luminous dots, which are aligned
with the fixed black index line containing the azimuth.

(e) When the compass is to be used in darkness, an initial azimuth should be set while
light is still available, if possible. With the initial azimuth as a base, any other azimuth that
is a multiple of three can be established through the use of the clicking feature of the bezel
ring.


9-5


FM 3-25.26


NOTE: Sometimes the desired azimuth is not exactly divisible by three, causing an option
of rounding up or rounding down. If the azimuth is rounded up, this causes an
increase in the value of the azimuth, and the object is to be found on the left. If
the azimuth is rounded down, this causes a decrease in the value of the azimuth,
and the object is to be found on the right.

d. Bypassing an Obstacle. To bypass enemy positions or obstacles and still stay
oriented, detour around the obstacle by moving at right angles for specified distances.

(1) For example, while moving on an azimuth of 90° change your azimuth to 180° and
travel for 100 meters. Change your azimuth to 90°and travel for 150 meters. Change your
azimuth to 360°and travel for 100 meters. Then, change your azimuth to 90°and you are back
on your original azimuth line (Figure 9-5).


Figure 9-5. Bypassing an obstacle.

(2) Bypassing an unexpected obstacle at night is a fairly simple matter. To make a 90°
turn to the right, hold the compass in the centerhold technique; turn until the center of the
luminous letter E is under the luminous line {do not move the bezel ring). To make a 90° turn
to the left, turn until the center of the luminous letter W is under the luminous line. This does
not require changing the compass setting (bezel ring), and it ensures accurate 90° turns.

e. Offset. A deliberate offset is a planned magnetic deviation to the right or left of an
azimuth to an objective. Use it when the objective is located along or in the vicinity of a
linear feature such as a road or stream. Because of errors in the compass or in map reading,
the linear feature may be reached without knowing whether the objective lies to the right or
left. A deliberate offset by a known number of degrees in a known direction compensates
for possible errors and ensures that upon reaching the linear feature, the user knows whether
to go right or left to reach the objective. Ten degrees is an adequate offset for most tactical
uses. Each degree offset moves the course about 18 meters to the right or left for each
1,000 meters traveled. For example, in Figure 9-6, the number of degrees offset is 10. If the


9-6


FM 3-25.26


distance traveled to "x" in 1,000 meters, then "x" is located about 180 meters to the right of
the objective.


ROUTE TO BE

USED 100*

(FOR 1 ,O00 METERS)


Figure 9-6. Deliberate offset to the objective.

9-5. FIELD-EXPEDIENT METHODS

When a compass is not available, different techniques should be used to determine the four
cardinal directions.

a. Shadow-Tip Method.

(1) This simple and accurate method of finding direction by the sun consists of four basic
steps (Figure 9-7).


APPROXIMATE

EAST-flES

LINE

0900


1800


Figure 9-7. Determining directions and time by shadow.


9-7


FM 3-25.26


Step 1. Place a stick or branch into the ground at a level spot where a distinctive shadow
will be cast. Mark the shadow tip with a stone, twig, or other means. This first shadow mark
is always the west direction.

Step 2. Wait 10 to 15 minutes until the shadow tip moves a few inches. Mark the new
position of the shadow tip in the same way as the first.

Step 3. Draw a straight line through the two marks to obtain an approximate east-west
line.

Step 4. Standing with the first mark (west) to your left, the other directions are simple;
north is to the front, east is to the right, and south is behind you.

(2) A line drawn perpendicular to the east-west line at any point is the approximate
north-south line. If you are uncertain which direction is east and which is west, observe this
simple rule—the first shadow-tip mark is always in the west direction, everywhere on earth.

(3) The shadow-tip method can also be used as a shadow clock to find the approximate
time of day (Figure 9-7 on page 9-7).

(a) To find the time of day, move the stick to the intersection of the east- west line and
the north-south line, and set it vertically in the ground. The west part of the east- west line
indicates 0600 hours, and the east part is 1800 hours, anywhere on earth, because the basic
rule always applies.

(b) The north-south line now becomes the noon line. The shadow of the stick is an hour
hand in the shadow clock, and with it you can estimate the time using the noon line and the
6 o'clock line as your guides. Depending on your location and the season, the shadow may
move either clockwise or counterclockwise, but this does not alter your manner of reading
the shadow clock.

(c) The shadow clock is not a timepiece in the ordinary sense. It makes every day 12
unequal hours long, and always reads 0600 hours at sunrise and 1 800 hours at sunset. The
shadow clock time is closest to conventional clock time at midday, but the spacing of the
other hours compared to conventional time varies somewhat with the locality and the date.
However, it does provide a satisfactory means of telling time in the absence of properly set
watches.

(d) The shadow-tip system is not intended for use in polar regions, which the Department
of Defense defines as being above 60° latitude in either hemisphere. Distressed persons in
these areas are advised to stay in one place so that search/rescue teams may easily find them.
The presence and location of all aircraft and ground parties in polar regions are reported to
and checked regularly by governmental or other agencies, and any need for help becomes
quickly known.

b. Watch Method.

(1) A watch can be used to determine the approximate true north and true south. In the
north temperate zone only, the hour hand is pointed toward the sun. A south line can be
found midway between the hour hand and 1200 hours, standard time. If on daylight saving
time, the north-south line is found between the hour hand and 1300 hours. If there is any
doubt as to which end of the line is north, remember that the sun is in the east before noon
and in the west after noon.

(2) The watch may also be used to determine direction in the south temperate zone;
however, the method is different. The 1200-hour dial is pointed toward the sun, and halfway


9-8


FM 3-25.26


between 1200 hours and the hour hand will be a north line. If on daylight saving time, the
north line lies midway between the hour hand and 1300 hours (Figure 9-8).


NORTH TEMPERATE
ZONE


~ f iSi.


SOUTH TEMPERATE
ZONE


Figure 9-8. Determining direction by using a watch.

(3) The watch method can be in error, especially in the lower latitudes, and may cause
circling. To avoid this, make a shadow clock and set your watch to the time indicated. After
traveling for an hour, take another shadow-clock reading. Reset your watch if necessary.

c. Star Method.

(1) Less than 60 of approximately 5,000 stars visible to the eye are used by navigators.
The stars seen as we look up at the sky at night are not evenly scattered across the whole sky.
Instead they are in groups called constellations.

(2) The constellations that we see depends partly on where we are located on the earth,
the time of the year, and the time of the night. The night changes with the seasons because
of the journey of the earth around the sun, and it also changes from hour to hour because the
turning of the earth makes some constellations seem to travel in a circle. But there is one star
that is in almost exactly the same place in the sky all night long every night. It is the North
Star, also known as the Polar Star or Polaris.

(3) The North Star is less than 1° off true north and does not move from its place because
the axis of the earth is pointed toward it. The North Star is in the group of stars called the
Little Dipper. It is the last star in the handle of the dipper. There are two stars in the Big
Dipper, which are a big help when trying to find the North Star. They are called the Pointers,
and an imaginary line drawn through them five times their distance points to the North Star.
There are many stars brighter than the North Star, but none is more important because of its
location. However, the North Star can only be seen in the northern hemisphere so it cannot
serve as a guide south of the equator. The farther one goes north, the higher the North Star
is in the sky, and above latitude 70°, it is too high in the sky to be useful (Figure 9-9).


9-9


FM 3-25.26


Figure 9-9. Determining direction by the
North Star and Southern Cross.

(4) Depending on the star selected for navigation, azimuth checks are necessary. A star
near the north horizon serves for about half an hour. When moving south, azimuth checks
should be made every 15 minutes. When traveling east or west, the difficulty of staying on
azimuth is caused more by the likelihood of the star climbing too high in the sky or losing
itself behind the western horizon than it is by the star changing direction angle. When this
happens, it is necessary to change to another guide star. The Southern Cross is the main
constellation used as a guide south of the equator, and the above general directions for using
north and south stars are reversed. When navigating using the stars as guides, the user must
know the different constellation shapes and their locations throughout the world (Figure 9-10
and Figure 9-11 on page 9-12).


9-10


FM 3-25.26


Figure 9-10. Constellations, northern hemisphere.


9-11


FM 3-25.26


Figure 9-11. Constellations, southern hemisphere.

9-6. GLOBAL POSITIONING SYSTEM

The GPS is a space-based, global, all-weather, continuously available, radio positioning
navigation system. It is highly accurate in determining position location derived from signal
triangulation from a satellite constellation system. It is capable of determining latitude,
longitude, and altitude of the individual user. It is being fielded in hand-held, manpack,
vehicular, aircraft, and watercraft configurations. The GPS receives and processes data from
satellites on either a simultaneous or sequential basis. It measures the velocity and range
with respect to each satellite, processes the data in terms of an earth-centered, earth-fixed
coordinate system, and displays the information to the user in geographic or military grid
coordinates.

a. The GPS can provide precise steering information, as well as position location. The
receiver can accept many checkpoints entered in any coordinate system by the user and
convert them to the desired coordinate system. The user then calls up the desired checkpoint
and the receiver will display direction and distance to the checkpoint. The GPS does not


9-12


FM 3-25.26


have inherent drift, an improvement over the Inertial Navigation System, and the receiver
will automatically update its position. The receiver can also compute time to the next
checkpoint.

b. Specific uses for the GPS are position location; navigation; weapon location; target
and sensor location; coordination of firepower; scout and screening operations; combat
resupply; location of obstacles, barriers, and gaps; and communication support. The GPS
also has the potential to allow units to train their soldiers and provide the following:

• Performance feedback.

• Knowledge of routes taken by the soldier.

• Knowledge of errors committed by the soldier.

• Comparison of planned versus executed routes.

• Safety and control of lost and injured soldiers.
(See Appendix J for more information of the GPS.)


9-13


FM 3-25.26


CHAPTER 10

ELEVATION AND RELIEF


The elevation of points on the ground and the relief of an area affect the
movement, positioning, and, in some cases, effectiveness of military units.
Soldiers must know how to determine locations of points on a map, measure
distances and azimuths, and identify symbols on a map. They must also be
able to determine the elevation and relief of areas on standard military maps.
To do this, they must first understand how the mapmaker indicated the
elevation and relief on the map.

10-1. DEFINITIONS

The reference or start point for vertical measurement of elevation on a standard military map
are the datum plane or mean sea level, the point halfway between high tide and low tide.
Elevation of a point on the earth's surface is the vertical distance it is above or below mean
sea level. Relief is the representation (as depicted by the mapmaker) of the shapes of hills,
valleys, streams, or terrain features on the earth's surface.

10-2. METHODS OF DEPICTING RELIEF

Mapmakers use several methods to depict relief of the terrain.

a. Layer Tinting. Layer tinting is a method of showing relief by color. A different
color is used for each band of elevation. Each shade of color, or band, represents a definite
elevation range. A legend is printed on the map margin to indicate the elevation range
represented by each color. However, this method does not allow the map user to determine
the exact elevation of a specific point — only the range.

b. Form Lines. Form lines are not measured from any datum plane. Form lines have
no standard elevation and give only a general idea of relief. Form lines are represented on
a map as dashed lines and are never labeled with representative elevations.

c. Shaded Relief. Relief shading indicates relief by a shadow effect achieved by tone
and color that results in the darkening of one side of terrain features, such as hills and ridges.
The darker the shading, the steeper the slope. Shaded relief is sometimes used in conjunction
with contour lines to emphasize these features.

d. Hachures. Hachures are short, broken lines used to show relief. Hachures are
sometimes used with contour lines. They do not represent exact elevations, but are mainly
used to show large, rocky outcrop areas. Hachures are used extensively on small-scale maps
to show mountain ranges, plateaus, and mountain peaks.

e. Contour Lines. Contour lines are the most common method of showing relief and
elevation on a standard topographic map. A contour line represents an imaginary line on the
ground, above or below sea level. All points on the contour line are at the same elevation.
The elevation represented by contour lines is the vertical distance above or below sea level.
The three types of contour lines (Figure 10-1, page 10-2) used on a standard topographic
map are as follows:

(1) Index. Starting at zero elevation or mean sea level, every fifth contour line is a
heavier line. These are known as index contour lines. Normally, each index contour line is
numbered at some point. This number is the elevation of that line.


10-1


FM 3-25.26


(2) Intermediate. The contour lines falling between the index contour lines are called
intermediate contour lines. These lines are finer and do not have their elevations given.
There are normally four intermediate contour lines between index contour lines.

(3) Supplementary. These contour lines resemble dashes. They show changes in
elevation of at least one-half the contour interval. These lines are normally found where there
is very little change in elevation, such as on fairly level terrain.


f-c-


— 4o °-*^^ f ^^^^^J^^/^x/^


1 1 I**"

\ /

\ '

/ 1 \


^"s^ *^ ^^


1 1


^x. \ ^t


>v \ ^t


/ ' i


. >. v V


/ t /

/ / /


x^Z— ^\ \ N A


jT s~ ">, \^_J \ >


[ / /


/ S V \


/ 7 X
Iff


/^— ^ ^- ;


! I /


Figure 10-1. Contour lines.

10-3. CONTOUR INTERVALS

Before the elevation of any point on the map can be determined, the user must know the
contour interval for the map he is using. The contour interval measurement given in the
marginal information is the vertical distance between adjacent contour lines. To determine
the elevation of a point on the map —

a. Determine the contour interval and the unit of measure used, for example, feet,
meters, or yards (Figure 10-2).


ELEVATION IN METERS
CONTOUR INTERVAL 20 METERS


Figure 10-2. Contour interval note.


10-2


FM 3-25.26


b. Find the numbered index contour line nearest the point of which you are trying to
determine the elevation (Figure 10-3).


Figure 10-3. Points on contour lines.

c. Determine if you are going from lower elevation to higher, or vice versa. In
Figure 10-3, point (a) is between the index contour lines. The lower index contour line is
numbered 500, which means any point on that line is at an elevation of 500 meters above
mean sea level. The upper index contour line is numbered 600, or 600 meters. Going from
the lower to the upper index contour line shows an increase in elevation.

d. Determine the exact elevation of point (a), start at the index contour line numbered
500 and count the number of intermediate contour lines to point (a). Locate point (a) on the
second intermediate contour line above the 500-meter index contour line. The contour
interval is 20 meters (Figure 10-2), thus each one of the intermediate contour lines crossed
to get to point (a) adds 20 meters to the 500-meter index contour line. The elevation of point
(a) is 540 meters; the elevation has increased.

e. Determine the elevation of point (b). Go to the nearest index contour line. In this
case, it is the upper index contour line numbered 600. Locate point (b) on the intermediate
contour line immediately below the 600-meter index contour line. Below means downhill
or a lower elevation. Therefore, point (b) is located at an elevation of 580 meters.
Remember, if you are increasing elevation, add the contour interval to the nearest index
contour line. If you are decreasing elevation, subtract the contour interval from the nearest
index contour line.

f. Determine the elevation to a hilltop point (c). Add one-half the contour interval to
the elevation of the last contour line. In this example, the last contour line before the hilltop
is an index contour line numbered 600. Add one-half the contour interval, 10 meters, to the
index contour line. The elevation of the hilltop would be 610 meters.


10-3


FM 3-25.26


g. There may be times when you need to determine the elevation of points to a greater
accuracy. To do this, you must determine how far between the two contour lines the point
lies. However, most military needs are satisfied by estimating the elevation of points
between contour lines (Figure 10-4).


Figure 10-4. Points between contour lines.

(1) If the point is less than one-fourth the distance between contour lines, the elevation
will be the same as the last contour line. In Figure 10-4, the elevation of point a will be
100 meters. To estimate the elevation of a point between one-fourth and three-fourths of the
distance between contour lines, add one-half the contour interval to the last contour line.

(2) Point b is one-half the distance between contour lines. The contour line immediately
below point b is at an elevation of 160 meters. The contour interval is 20 meters; thus
one-half the contour interval is 10 meters. In this case, add 10 meters to the last contour line
of 160 meters. The elevation of point b would be about 170 meters.

(3) A point located more than three-fourths of the distance between contour lines is
considered to be at the same elevation as the next contour line. Point c is located threefourths of the distance between contour lines. In Figure 10-4, point c would be considered
to be at an elevation of 180 meters.

h. To estimate the elevation to the bottom of a depression, subtract one-half the contour
interval from the value of the lowest contour line before the depression. In Figure 10-5, the
lowest contour line before the depression is 240 meters in elevation. Thus, the elevation at
the edge of the depression is 240 meters. To determine the elevation at the bottom of the
depression, subtract one-half the contour interval. The contour interval for this example is
20 meters. Subtract 10 meters from the lowest contour line immediately before the
depression. The result is that the elevation at the bottom of the depression is 230 meters. The
tick marks on the contour line forming a depression always point to lower elevations.


10-4


FM 3-25.26


Figure 10-5. Depression.

i. In addition to the contour lines, bench marks and spot elevations are used to indicate
points of known elevations on the map.

(1) Bench marks, the more accurate of the two, are symbolized by a black X, such as X
BM 214. The 214 indicates that the center of the X is at an elevation of 214 units of measure
(feet, meters, or yards) above mean sea level. To determine the units of measure, refer to the
contour interval in the marginal information.

(2) Spot elevations are shown by a brown X and are usually located at road junctions and
on hilltops and other prominent terrain features. If the elevation is shown in black numerals,
it has been checked for accuracy; if it is in brown, it has not been checked.

NOTE: New maps are being printed using a dot instead of brown Xs.

10-4. TYPES OF SLOPES

Depending on the military mission, soldiers may need to determine not only the height of
a hill, but the degree of the hill's slope as well. The rate of rise or fall of a terrain feature is
known as its slope. The speed at which equipment or personnel can move is affected by the
slope of the ground or terrain feature. This slope can be determined from the map by
studying the contour lines — the closer the contour lines, the steeper the slope; the farther
apart the contour lines, the gentler the slope. Four types of slopes that concern the military
are as follows:

a. Gentle. Contour lines showing a uniform, gentle slope will be evenly spaced and
wide apart (Figure 10-6, page 10-6). Considering relief only, a uniform, gentle slope allows
the defender to use grazing fire. The attacking force has to climb a slight incline.


10-5


FM 3-25.26


" ,w "K™t;»f"?-


'-"^te^vi'' - .iViV^M ;-■* »* ^Vv.< --■■V'-''- <


Figure 10-6. Uniform, gentle slope.

b. Steep. Contour lines showing a uniform, steep slope on a map will be evenly spaced,
but close together. Remember, the closer the contour lines, the steeper the slope
(Figure 10-7). Considering relief only, a uniform, steep slope allows the defender to use
grazing fire, and the attacking force has to negotiate a steep incline.


Figure 10-7. Uniform, steep slope.

c. Concave. Contour lines showing a concave slope on a map will be closely spaced
at the top of the terrain feature and widely spaced at the bottom (Figure 10-8, page 10-7).
Considering relief only, the defender at the top of the slope can observe the entire slope and
the terrain at the bottom, but he cannot use grazing fire. The attacker would have no cover
from the defender's observation of fire, and his climb would become more difficult as he got
farther up the slope.


10-6


FM 3-25.26


Figure 10-8. Concave slope.

d. Convex. Contour lines showing a convex slope on a map will be widely spaced at
the top and closely spaced at the bottom (Figure 10-9). Considering relief only, the defender
at the top of the convex slope can obtain a small distance of grazing fire, but he cannot
observe most of the slope or the terrain at the bottom. The attacker will have concealment
on most of the slope and an easier climb as he nears the top.


Figure 10-9. Convex slope.


10-7


FM 3-25.26


10-5. PERCENTAGE OF SLOPE

The speed at which personnel and equipment can move up or down a hill is affected by the
slope of the ground and the limitations of the equipment. Because of this, a more exact way
of describing a slope is necessary.

a. Slope may be expressed in several ways, but all depend upon the comparison of
vertical distance (VD) to horizontal distance (HD) (Figure 10-10). Before we can determine
the percentage of a slope, we must know the VD of the slope. The VD is determined by
subtracting the lowest point of the slope from the highest point. Use the contour lines to
determine the highest and lowest point of the slope (Figure 10-11).


u«L


VD

(Vertical
distance)


HD
(Horizontal distance)


Figure 10-10. Slope diagram.


Figure 10-11. Contour line around a slope.


10-8


FM 3-25.26


b. To determine the percentage of the slope between points (a) and (b) in Figure 10-11,
determine the elevation of point (b) (590 meters). Then determine the elevation of point (a)
(380 meters). Determine the vertical distance between the two points by subtracting the
elevation of point (a) from the elevation of point .The difference (210 meters) is the VD
between points (a) and (b). Then measure the HD between the two points on the map in
Figure 10-12. After the horizontal distance has been determined, compute the percentage of
the slope by using the formula shown in Figure 10-13.


Figure 10-12. Measuring horizontal distance.


10-9


FM 3-25.26


590 METERS


380 METERS


% SLOPE


VD -b -a = 210 METERS

HD -3,000 METERS

VOX 100 ( VD ] 210 X 100 _ 21 ,000
HD (HD ) 3,000 3,000


Multiply the distance by 1 00. Divide the total by the
horizontal distance. The result Is the percentage ol slope.


Figure 10-13. Percentage of slope in meters.

c. The slope angle can also be expressed in degrees. To do this, determine the VD and
HD of the slope. Multiply the VD by 57.3 and then divide the total by the HD
(Figure 10-14). This method determines the approximate degree of slope and is reasonably
accurate for slope angles less than 20°.


GRADIENT = —
HD


590 METERS
<b)


V D =b -a =150 METERS


M D = 3,000 METERS


150 X 57.3 _ S575 _ 2g w 3 DEGREES of SLOPE ^^^^^
3,000 3,000 ^^^^


V

21


1

METERS


380 METERS ^^^^


M^^^


- HO 3,000 METERS


Figure 10-14. Degree of slope.


10-10


FM 3-25.26


d. The slope angle can also be expressed as a gradient. The relationship of horizontal
and vertical distance is expressed as a fraction with a numerator of one (Figure 10-15).


VD
GRADIENT = —

HD 700 METERS


(b)


VD =b -a =150 METERS ^|


H D = 3,000 METERS ^^^^


150


1 1 METER RISE FOR EVERY ^^^^


3.00C


20 20 METfflS OF HORIZONTAL DISTANCE^^^^


550 METERS ^^^^


K*\^^^


Figure 10-15. Gradient.

10-6. TERRAIN FEATURES

All terrain features are derived from a complex landmass known as a mountain or ridgeline
(Figure 10-16). The term ridgeline is not interchangeable with the term ridge. A ridgeline
is a line of high ground, usually with changes in elevation along its top and low ground on
all sides from which a total of 10 natural or man-made terrain features are classified.


Figure 10-16. Ridgeline.


10-11


FM 3-25.26


a. Major Terrain Features.

(1) Hill. A hill is an area of high ground. From a hilltop, the ground slopes down in all
directions. A hill is shown on a map by contour lines forming concentric circles. The inside
of the smallest closed circle is the hilltop (Figure 10-17).


Figure 10-17. Hill.

(2) Saddle. A saddle is a dip or low point between two areas of higher ground. A saddle
is not necessarily the lower ground between two hilltops; it may be simply a dip or break
along a level ridge crest. If you are in a saddle, there is high ground in two opposite
directions and lower ground in the other two directions. A saddle is normally represented as
an hourglass (Figure 10-18).


Figure 10-18. Saddle.

(3) Valley. A valley is a stretched-out groove in the land, usually formed by streams or
rivers. A valley begins with high ground on three sides, and usually has a course of running
water through it. If standing in a valley, three directions offer high ground, while the fourth


10-12


FM 3-25.26


direction offers low ground. Depending on its size and where a person is standing, it may not
be obvious that there is high ground in the third direction, but water flows from higher to
lower ground. Contour lines forming a valley are either U-shaped or V-shaped. To determine
the direction water is flowing, look at the contour lines. The closed end of the contour line
(U or V) always points upstream or toward high ground (Figure 10-19).


Figure 10-19. Valley.

(4) Ridge. A ridge is a sloping line of high ground. If you are standing on the centerline
of a ridge, you will normally have low ground in three directions and high ground in one
direction with varying degrees of slope. If you cross a ridge at right angles, you will climb
steeply to the crest and then descend steeply to the base. When you move along the path of
the ridge, depending on the geographic location, there may be either an almost unnoticeable
slope or a very obvious incline. Contour lines forming a ridge tend to be U-shaped or
V-shaped. The closed end of the contour line points away from high ground (Figure 10-20).


Figure 10-20. Ridge.


10-13


FM 3-25.26


(5) Depression. A depression is a low point in the ground or a sinkhole. It could be
described as an area of low ground surrounded by higher ground in all directions, or simply
a hole in the ground. Usually only depressions that are equal to or greater than the contour
interval will be shown. On maps, depressions are represented by closed contour lines that
have tick marks pointing toward low ground (Figure 10-21).


Figure 10-21. Depression.

b. Minor Terrain Features.

(1) Draw. A draw is a less developed stream course than a valley. In a draw, there is
essentially no level ground and, therefore, little or no maneuver room within its confines. If
you are standing in a draw, the ground slopes upward in three directions and downward in
the other direction. A draw could be considered as the initial formation of a valley. The
contour lines depicting a draw are U-shaped or V-shaped, pointing toward high ground
(Figure 10-22).


Figure 10-22. Draw.
(2) Spur. A spur is a short, continuous sloping line of higher ground, normally jutting
out from the side of a ridge. A spur is often formed by two rough parallel streams, which cut


10-14


FM 3-25.26


draws down the side of a ridge. The ground sloped down in three directions and up in one
direction. Contour lines on a map depict a spur with the U or V pointing away from high
ground (Figure 10-23).


Figure 10-23. Spur.

(3) Cliff. A cliff is a vertical or near vertical feature; it is an abrupt change of the land.
When a slope is so steep that the contour lines converge into one "carrying" contour of
contours, this last contour line has tick marks pointing toward low ground (Figure 10-24A).
Cliffs are also shown by contour lines very close together and, in some instances, touching
each other (Figure 10-24B, page 10-16).


wiran.


Figure 10-24A. Cliff.


10-15


FM 3-25.26


CONVERGING

CONTOURS

FORMING CLIFF


Figure 10-24B. Cliff.

c. Supplementary Terrain Features.

(1) Cut. A cut is a man-made feature resulting from cutting through raised ground,
usually to form a level bed for a road or railroad track. Cuts are shown on a map when they
are at least 10 feet high, and they are drawn with a contour line along the cut line. This
contour line extends the length of the cut and has tick marks that extend from the cut line to
the roadbed, if the map scale permits this level of detail (Figure 10-25).

(2) Fill. A fill is a man-made feature resulting from filling a low area, usually to form
a level bed for a road or railroad track. Fills are shown on a map when they are at least
10 feet high, and they are drawn with a contour line along the fill line. This contour line
extends the length of the filled area and has tick marks that point toward lower ground. If the
map scale permits, the length of the fill tick marks are drawn to scale and extend from the
base line of the fill symbol (Figure 10-25).


10-16


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Figure 10-25. Cut and fill.

10-7. INTERPRETATION OF TERRAIN FEATURES

Terrain features do not normally stand a lone. To better understand these when they are
depicted on a map, you need to interpret them. Terrain features (Figure 10-26) are
interpreted by using contour lines, the SOSES approach, ridgelining, or streamlining.


1. HILL

2. VALLEY


3. RIDGE

4. SADDLE


5. DEPRESSION

6, DRAW


7. SPUR

8, CLIFF


9. CUT

10. FILL


Figure 10-26. Terrain features.


10-17


FM 3-25.26


a. Contour Lines. Emphasizing the main contour lines is a technique used to interpret
the terrain of an area. By studying these contour lines, you able to obtain a better
understanding of the layout of the terrain and to decide on the best route.

(1) The following description pertains to Figure 10-27 on page 10-20. Running east to
west across the complex landmass is a ridge line. A ridgeline is a line of high ground, usually
with changes in elevation along its top and low ground on all sides. The changes in elevation
are the three hilltops and two saddles along the ridgeline. From the top of each hill, there is
lower ground in all directions. The saddles have lower ground in two directions and high
ground in the opposite two directions. The contour lines of each saddle form half an
hourglass shape. Because of the difference in size of the higher ground on the two opposite
sides of a saddle, a full hourglass shape of a saddle may not be apparent.

(2) There are four prominent ridges. A ridge is on each end of the ridgeline and two
ridges extend south from the ridgeline. All of the ridges have lower ground in three
directions and higher ground in one direction. The closed ends of the U's formed by the
contour lines point away from higher ground.

(3) To the south lies a valley; the valley slopes downward from east to west. Note that
the U of the contour line points to the east, indicating higher ground in that direction and
lower ground to the west. Another look at the valley shows high ground to the north and
south of the valley.

(4) Just east of the valley is a depression. There is higher ground in all directions when
looking from the bottom of the depression.

(5) There are several spurs extending generally south from the ridgeline. They, like
ridges, have lower ground in three directions and higher ground in one direction. Their
contour line U's point away from higher ground.

(6) Between the ridges and spurs are draws. They, like valleys, have higher ground in
three directions and lower ground in one direction. Their contour line U's and V's point
toward higher ground.

(7) Two contour lines on the north side of the center hill are touching or almost touching.
They have ticks indicating a vertical or nearly vertical slope or a cliff.

(8) The road cutting through the eastern ridge depicts cuts and fills. The breaks in the
contour lines indicate cuts, and the ticks pointing away from the roadbed on each side of the
road indicate fills.

b. SOSES. A recommended technique for identifying specific terrain features and then
locating them on the map is to make use of five of their characteristics known by the
mnemonic SOSES. Terrain features can be examined, described, and compared with each
other and with corresponding map contour patterns in terms of their shapes, orientations,
sizes, elevations, and slopes.

(1) Shape. The general form or outline of the feature at its base.

(2) Orientation. The general trend or direction of a feature from your viewpoint. A
feature can be in line, across, or at an angle to your viewpoint.

(3) Size. The length or width of a feature horizontally across its base. For example, one
terrain feature might be larger or smaller than another terrain feature.

(4) Elevation. The height of a terrain feature. This can be described either in absolute
or relative terms as compared to the other features in the area. One landform may be higher,
lower, deeper, or shallower than another.


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(5) Slope. The type (uniform, convex, or concave) and the steepness or angle (steep or
gentle) of the sides of a terrain feature.

Through practice, you can learn to identify several individual terrain features in the field and
see how they vary in appearance.

NOTE: Further terrain analysis using SOSES can be learned by using the Map
Interpretation and Terrain Association Course. It consists of three separate
courses of instruction: basic, intermediate, and advanced. Using photographic
slides of terrain and other features, basic instruction teaches how to identify basic
terrain feature types on the ground and on the map. Intermediate instruction
teaches elementary map interpretation and terrain association using real world
scenes and map sections of the same terrain. Advanced instruction teaches
advanced techniques for map interpretation and terrain association. The primary
emphasis is on the concepts of map design guidelines and terrain association
skills. Map design guidelines refer to the rules and practices used by
cartographers in the compilation and symbolization of military topographic
maps. Knowledge of the selection, classification, and symbolization of mapped
features greatly enhances the user's ability to interpret map information.

c. Ridgelining. This technique helps you to visualize the overall lay of the ground
within the area of interest on the map. Follow these steps:

(1) Identify on the map the crests of the ridgelines in your area of operation by
identifying the close-out contours that lie along the hilltop.

(2) Trace over the crests so each ridgeline stands out clearly as one identifiable line.

(3) Go back over each of the major ridgelines and trace over the prominent ridges and
spurs that come out of the ridgelines.

The usual colors used for this tracing are red or brown; however, you may use any color at
hand. When you have completed the ridgelining process, you will find that the high ground
on the map will stand out and that you will be able to see the relationship between the
various ridgelines (Figure 10-27, page 10-20).

d. Streamlining. This procedure (Figure 10-27, page 10-20) is similar to that of
ridgelining.

(1) Identify all the mapped streams in the area of operations.

(2) Trace over them to make them stand out more prominently.

(3) Then identify other low ground, such as smaller valleys or draws that feed into the
major streams, and trace over them.

This brings out the drainage pattern and low ground in the area of operation on the map. The
color used for this is usually blue; but again, if blue is not available, use any color at hand
so long as the distinction between the ridgelines and the streamlines is clear.


10-19


FM 3-25.26


Figure 10-27. Ridgelining and streamlining.

10-8. PROFILES

The study of contour lines to determine high and low points of elevation is usually adequate
for military operations. However, there may be a few times when we need a quick and
precise reference to determine exact elevations of specific points. When exactness is
demanded, a profile is required. A profile, within the scope and purpose of this manual, is
an exaggerated side view of a portion of the earth's surface along a line between two or more
points.

a. A profile can be used for many purposes. The primary purpose is to determine if line
of sight is available. Line of sight is used —

(1) To determine defilade positions.

(2) To plot hidden areas or dead space.

(3) To determine potential direct fire weapon positions.

(4) To determine potential locations for defensive positions.

(5) To conduct preliminary planning in locating roads, pipelines, railroads, or other
construction projects.

b. A profile can be constructed from any contoured map. Its construction requires the
following steps:

(1) Draw a line on the map from where the profile is to begin to where it is to end
(Figure 10-28).


10-20


FM 3-25.26


Figure 10-28. Connecting points.

(2) Find the value of the highest and lowest contour lines that cross or touch the profile
line. Add one contour value above the highest and one below the lowest to take care of hills
and valleys.

(3) Select a piece of lined notebook paper with as many lines as was determined in (2)
above. The standard Army green pocket notebook or any other paper with 1/4-inch lines is
ideal. Wider lines, up to 5/8-inch, may be used. If lined paper is not available, draw equally
spaced horizontal lines on a blank sheet of paper.

(4) Number the top line with the highest value and the bottom line with the lowest value
as determined in (2) above.

(5) Number the rest of the lines in sequence, starting with the second line from the top.
The lines will be numbered in accordance with the contour interval (Figure 10-29).

(6) Place the paper on the map with the lines next to and parallel to the profile line
(Figure 10-29).

(7) From every point on the profile line where a contour line, stream, intermittent stream,
or other body of water crosses or touches, drop a perpendicular line to the line having the
same value. Place a tick mark where the perpendicular line crosses the number line
(Figure 10-29). Where trees are present, add the height of the trees to the contour line and
place a tick mark there. Assume the height of the trees to be 50 feet or 15 meters where dark
green tint is shown on the map. Vegetation height may be adjusted up or down when
operations in the area have provided known tree heights.


10-21


FM 3-25.26


(8) After all perpendicular lines have been drawn and tick marks placed where the lines
cross, connect all tick marks with a smooth, natural curve to form a horizontal view or
profile of the terrain along the profile line (Figure 10-29).
NOTE: The profile drawn may be exaggerated. The spacing between the lines drawn on

the sheet of paper determines the amount of exaggeration and may be varied to

suit any purpose.


Figure 10-29. Dropping perpendiculars.


10-22


FM 3-25.26


(9) Draw a straight line from the start point to the end point on the profile. If the straight
line intersects the curved profile, line of sight to the end point is not available (Figure 10-30).


Figure 10-30. Drawing lines to additional points.


(10) Determine the line of sight to other points along the profile line by drawing a line
from the start point to additional points. In Figure 10-31 on page 10-24, line of sight is
available


A— Yes


D— Yes


G— Yes


B— No


E— No


H— No


C— No


F— No


I— No


The vertical distance between navigable ground up to the line of sight line is the depth of
defilade.


10-23


FM 3-25.26


c. When time is short, or when a complete profile is not needed, one may be constructed
showing only the hilltops, ridges, and if desired, the valleys. This is called a hasty profile.
It is constructed in the same manner as a full profile (Figure 10-31).


Figure 10-31. Drawing a hasty profile.


10-24


FM 3-25.26


CHAPTER 11

TERRAIN ASSOCIATION


Failure to make use of the vast amounts of information presented by the
map and available to the eye on the ground reduces the chances for success
in land navigation. The soldier who has repeatedly practiced the skills of
identifying and discriminating among the many types of terrain and other
features knows how these features are mapped. He can begin to visualize the
shape of the land by studying the map, estimate distances, and perform quick
resection from the many landmarks he sees is the one who will be at the right
place to help defeat the enemy on the battlefield. This chapter tells how to
orient a map with and without a compass, how to find locations on a map as
well as on the ground, how to study the terrain, and how to move on the
ground using terrain association and dead reckoning.

11-1. ORIENTING THE MAP

The first step for a navigator in the field is orienting the map. A map is oriented when it is
in a horizontal position with its north and south corresponding to the north and south on the
ground. Some orienting techniques follow:

a. Using a Compass. When orienting a map with a compass, remember that the
compass measures magnetic azimuths. Since the magnetic arrow points to magnetic north,
pay special attention to the declination diagram. There are two techniques used.

(1) First Technique. Determine the direction of the declination and its value from the
declination diagram.

(a) With the map in a horizontal position, take the straightedge on the left side of the
compass and place it alongside the north-south grid line with the cover of the compass
pointing toward the top of the map. This procedure places the fixed black index line of the
compass parallel to north-south grid lines of the map.

(b) Keeping the compass aligned as directed above, rotate the map and compass together
until the magnetic arrow is below the fixed black index line on the compass. At this time, the
map is close to being oriented.

(c) Rotate the map and compass in the direction of the declination diagram.

(d) If the magnetic north arrow on the map is to the left of the grid north, check the
compass reading to see if it equals the G-M angle given in the declination diagram. The map
is then oriented (Figure 11-1, page 11-2).


11-1


FM 3-25.26


1


Tyzr-


". ^"-!*taf* aA


,: .4 V


CHID CONVCROEHCE

l-B- >'3 MILS.

FOR CEMTIN OF SHEET


Figure 11-1. Map oriented with 11 degrees west declination.

(e) If the magnetic north is to the right of grid north, check the compass reading to see
if it equals 360 degrees minus the G-M angle (Figure 11-2).


Figure 11-2. Map oriented with 21 degrees east declination.


11-2


FM 3-25.26


(2) Second Technique. Determine the direction of the declination and its value from the
declination diagram.

(a) Using any north-south grid line on the map as a base, draw a magnetic azimuth equal
to the G-M angle given in the declination diagram with the protractor.

(b) If the declination is easterly (right), the drawn line is equal to the value of the G-M
angle. Then align the straightedge, which is on the left side of the compass, alongside the
drawn line on the map. Rotate the map and compass until the magnetic arrow of the compass
is below the fixed black index line. The map is now oriented (Figure 1 1-3).


Figure 11-3. Map oriented with 15 degrees east declination.

(c) If the declination is westerly (left), the drawn line will equal 360 degrees minus the
value of the G-M angle. Then align the straightedge, which is on the left side of the compass,
alongside the drawn line on the map. Rotate the map and compass until the magnetic arrow
of the compass is below the fixed black index line. The map is now oriented (Figure 11-4,
page 11-4).

NOTES: 1. Once the map is oriented, magnetic azimuths are determined using the
compass. Do not move the map from its oriented position since any change
in its position moves it out of line with the magnetic north. [See paragraph
ll-6b(l).]
2. Special care should be taken whenever orienting your map with a compass.
A small mistake can cause you to navigate in the wrong direction.


11-3


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Figure 11-4. Map oriented with 10 degrees west declination.


11-4


FM 3-25.26


b. Using Terrain Association. A map can be oriented by terrain association when a
compass is not available or when the user has to make many quick references as he moves
across country. Using this method requires careful examination of the map and the ground,
and the user must know his approximate location (Figure 11-5). Orienting by this method
is discussed in detail in paragraph 11-3.


Figure 11-5. Terrain association.


11-5


FM 3-25.26


c. Using Field-Expedient Methods. When a compass is not available and there are no
recognizable terrain features, a map may be oriented by any of the field-expedient methods
described in paragraph 9-5. Also see Figure 1 1-6.


Figure 11-6. Field-expedient method.

11-2. LOCATIONS

The key to success in land navigation is to know your location at all times. With this basic
knowledge, you can decide what direction and what distance to travel.

a. Known Position. Most important of all is the initial location of the user before
starting any movement in the field. If movement takes place without establishing the initial
location, everything that is done in the field from there on is a gamble. Determine the initial
location by referring to the last known position, by grid coordinates and terrain association,
or by locating and orienting your position on the map and ground.

b. Known Point/Known Distance (Polar Plot). This location can be determined by
knowing the starting point, the azimuth to the desired objective, and the distance to it.

c. Resection. See Chapter 6.

d. Modified Resection. See Chapter 6.

e. Intersection. See Chapter 6.

f. Indirect Fire. Finding a location by indirect fire is done with smoke. Use the point
of impact of the round as a reference point from which distances and azimuth can be
obtained.


11-6


FM 3-25.26


11-3. TERRAIN ASSOCIATION USAGE

The technique of moving by terrain association is more forgiving of mistakes and far less
time-consuming than dead reckoning. It best suits those situations that call for movement
from one area to another. Errors made using terrain association are easily corrected because
you are comparing what you expected to see from the map to what you do see on the ground.
Errors are anticipated and will not go unchecked. You can easily make adjustments based
upon what you encounter. Periodic position-fixing through either plotted or estimated
resection will also make it possible to correct your movements, call for fire, or call in the
locations of enemy targets or any other information of tactical or logistical importance.

a. Matching the Terrain to the Map by Examining Terrain Features. By observing
the contour lines in detail, the five major terrain features (hilltop, valley, ridge, depression,
and saddle) should be determined. This is a simple task in an area where the observer has
ample view of the terrain in all directions. One-by-one, match the terrain features depicted
on the map with the same features on the ground. In restricted terrain, this procedure
becomes harder; however, constantly check the map as you move since it is the determining
factor (Figure 11-5).

b. Comparing the Vegetation Depicted on the Map. When comparing the vegetation,
a topographic map should be used to make a comparison of the clearings that appear on the
map with the ones on the ground. The user must be familiar with the different symbols, such
as vineyards, plantations, and orchards that appear on the legend. The age of the map is an
important factor when comparing vegetation. Some important vegetation features were likely
to be different when the map was made. Another important factor about vegetation is that
it can change overnight by natural accidents or by man (forest fires, clearing of land for new
developments, farming, and so forth).

c. Masking by the Vegetation. Camouflage the important landforms using vegetation.
Use of camouflage makes it harder for the navigator to use terrain association.

d. Using the Hydrography. Inland bodies of water can help during terrain association.
The shape and size of lakes in conjunction with the size and direction of flow of the rivers
and streams are valuable help.

e. Using Man-made Features. Man-made features are an important factor during
terrain association. The user must be familiar with the symbols shown in the legend
representing those features. The direction of buildings, roads, bridges, high-tension lines, and
so forth make the terrain inspection a lot easier; however, the age of the map must be
considered because man-made features appear and disappear constantly.

f. Examining the Same Piece of Terrain During the Different Seasons of the Year.
In those areas of the world where the seasons are distinctive, a detailed examination of the
terrain should be made during each of the seasons. The same piece of land does not present
the same characteristics during both spring and winter.

(1) During winter, the snow packs the vegetation, delineating the land, making the terrain
features appear as clear as they are shown by the contour lines on the map. Ridges, valleys,
and saddles are very distinctive.

(2) During spring, the vegetation begins to reappear and grow. New vegetation causes
a gradual change of the land to the point that the foliage conceals the terrain features and
makes the terrain hard to recognize.

(3) During summer months, the effects are similar to those in the spring.


11-7


FM 3-25.26


(4) Fall makes the land appear different with its change of color and gradual loss of
vegetation.

(5) During the rainy season, the vegetation is green and thick, and the streams and ponds
look like small rivers and lakes. In scarcely vegetated areas, the erosion changes the shape
of the land.

(6) During a period of drought, the vegetation dries out and becomes vulnerable to forest
fires that change the terrain whenever they occur. Also during this season, the water levels
of streams and lakes drop, adding new dimensions and shape to the existing mapped areas.

g. Following an Example of Terrain Association. Your location is hilltop 5 14 in the
lower center of the map in Figure 11-7.


Figure 11-7. Example of terrain association.

(I) To The North. The contour lines indicate that the hill slopes down for about
190 meters, and that it leads into a small valley containing an intermittent stream. On the
other side of the stream as you continue with your northerly inspection, the terrain starts a
gradual ascent, indicating a hilltop partially covered with vegetation, until an unimproved
road is reached. This road runs along a gradual ridgeline with north-west direction. Then the
contour line spacings become narrow, indicating a steeper grade that leads to a narrow valley
containing a small intermittent stream. As you continue up, you find a small but prominent
ridge with a clearing. The contour lines once again show a steeper grade leading to a
moderate valley containing an intermittent stream running in a south-east direction.


11-8


FM 3-25.26


(2) To The East. There is a clearing of the terrain as it slopes down to Schley Pond. An
ample valley is clearly seen on the right side of the pond, as indicated by the "U" and "V"
shape of the contour lines. This valley contains some swamp areas and there is a long
ridgeline on the north portion of the valley.

(3) To The South. The terrain gently slopes downward until a clear area is reached. It
continues in a downward direction to an intermittent stream running south-east in a small
valley. There is also an improved road running in the same direction as the valley. At the
intersection of the roads as you face south, there is a clearing of about 120 meters on the
ridge. At the bottom of it, a stream runs from Schley Pond in a south-west direction through
an ample valley fed by two intermittent streams. As you continue, a steep, vegetated hill is
found with a clearing on its top, followed by a small saddle and another hilltop.

(4) To The West. First, you see a small, clear valley. It is followed by a general ridgeline
running north-west in which an unimproved road is located just before a hilltop. Continuing
on a westerly direction, you will find a series of alternate valleys and ridges.

11-4. TACTICAL CONSIDERATIONS

Military cross-country navigation is intellectually demanding because it is imperative that
the unit, crew, or vehicle survive and successfully complete the move in order to accomplish
its mission. However, the unnecessary use of a difficult route makes navigation too
complicated, creates more noise when proceeding over it, causes wear and tear on equipment
and personnel, increases the need for and needlessly complicate recovery operations, and
wastes scarce time. On receipt of a tactical mission, the leader begins his troop-leading
procedures and makes a tentative plan. He bases the tentative plan on a good terrain analysis.
He analyzes the considerations covered in the following mnemonics — OCOKA and
METT-T.

a. OCOKA. The terrain should be analyzed for observation and fields of fire, cover and
concealment, obstacles, key terrain, and avenues of approach.

(1) Observation and Fields of Fire. The purpose of observation is to see the enemy (or
various landmarks) but not be seen by him. Anything that can be seen can be hit. Therefore,
a field of fire is an area that a weapon or a group of weapons can cover effectively with fire
from a given position.

(2) Cover and Concealment. Cover is shelter or protection (from enemy fire) either
natural or artificial. Always try to use covered routes and seek cover for each halt, no matter
how brief it is planned to be. Unfortunately, two factors interfere with obtaining constant
cover. One is time and the other is terrain. Concealment is protection from observation or
surveillance, including concealment from enemy air observation. Before, trees provided
good concealment, but with modern thermal and infrared imaging equipment, trees are not
always effective. When you are moving, concealment is generally secondary; therefore,
select routes and positions that do not allow covered or concealed enemy near you.

(3) Obstacles. Obstacles are any obstructions that stop, delay, or divert movement.
Obstacles can be natural (rivers, swamps, cliffs, or mountains) or they may be artificial
(barbed wire entanglements, pits, concrete or metal antimechanized traps). They can be
ready-made or constructed in the field. Always consider any possible obstacles along your
movement route and, if possible, try to keep obstacles between the enemy and yourself.

(4) Key Terrain. Key terrain is any locality or area that the seizure or retention of affords
a marked advantage to either combatant. Urban areas that are often seen by higher


11-9


FM 3-25.26


headquarters as being key terrain because they are used to control routes. On the other hand,
an urban area that is destroyed may be an obstacle instead. High ground can be key because
it dominates an area with good observation and fields of fire. In an open area, a draw or wadi
(dry streambed located in an arid area) may provide the only cover for many kilometers,
thereby becoming key. You should always attempt to locate any area near you that could be
even remotely considered as key terrain.

(5) Avenues of Approach. These are access routes. They may be the routes you can use
to get to the enemy or the routes they can use to get to you. Basically, an identifiable route
that approaches a position or location is an avenue of approach to that location. They are
often terrain corridors such as valleys or wide, open areas.

b. METT-T. Tactical factors other than the military aspects of terrain must also be
considered in conjunction with terrain during movement planning and execution as well.
These additional considerations are mission, enemy, terrain and weather, troops, and time
available.

(1) Mission. This refers to the specific task assigned to a unit or individual. It is the duty
or task together with the purpose that clearly indicates the action to be taken and the reason
for it — but not how to do it. Training exercises should stress the importance of a thorough
map reconnaissance to evaluate the terrain. This allows the leader to confirm his tentative
plan, basing his decision on the terrain's effect on his mission.

(a) Marches by foot or vehicle are used to move troops from one location to another.
Soldiers must get to the right place, at the right time, and in good fighting condition. The
normal rate for an 8-hour foot march is 4 kmph. However, the rate of march may vary,
depending on the following factors:

• Distance.

• Time allowed.

• Likelihood of enemy contact.

• Terrain.

• Weather.

• Physical condition of soldiers.

• Equipment/weight to be carried.

• A motor march requires little or no walking by the soldiers, but the factors
affecting the rate of march still apply.

(b) Patrol missions are used to conduct combat or reconnaissance operations. Without
detailed planning and a thorough map reconnaissance, any patrol mission may not succeed.
During the map reconnaissance, the mission leader determines a primary and alternate route
to and from the objectives.

(c) Movement to contact is conducted whenever an element is moving toward the enemy
but is not in contact with the enemy. The lead element must orient its movement on the
objective by conducting a map reconnaissance, determining the location of the objective on
both the map and the ground, and selecting the route to be taken.

(d) Delays and withdrawals are conducted to slow the enemy down without becoming
decisively engaged, or to assume another mission. To be effective, the element leader must
know where he is to move and the route to be taken.

(2) Enemy. This refers to the strength, status of training, disposition (locations), doctrine,
capabilities, equipment (including night vision devices), and probable courses of action that
impact upon both the planning and execution of the mission, including a movement.


11-10


FM 3-25.26


(3) Terrain and Weather. Observation and fields of fire influence the placement of
positions and crew-served weapons. The leader conducts a map reconnaissance to determine
key terrain, obstacles, cover and concealment, and likely avenues of approach.

(a) Key terrain is any area whose control affords a marked advantage to the force
holding it. Some types of key terrain are high ground, bridges, towns, and road junctions.

(b) Obstacles are natural or man-made terrain features that stop, slow down, or divert
movement. Consideration of obstacles is influenced by the unit's mission. An obstacle may
be an advantage or disadvantage, depending upon the direction of attack or defense.
Obstacles can be found by conducting a thorough map reconnaissance and study of recent
aerial photographs.

(c) Cover and concealment are determined for both friendly and enemy forces.
Concealment is protection from observation; cover is protection from the effects of fire.
Most terrain features that offer cover also provide concealment from ground observation.
There are areas that provide no concealment from enemy observation. These danger areas
may be large or small open fields, roads, or streams. During the leader's map reconnaissance,
he determines any obvious danger areas and, if possible, adjusts his route.

(d) Avenues of approach are routes by which a unit may reach an objective or key
terrain. To be considered an AA, a route must provide enough width for the deployment of
the size force for which it is being considered. The AAs are also considered for the
subordinate enemy force. For example, a company determines likely AAs for an enemy
platoon; a platoon determines likely AAs for an enemy squad. Likely AAs may be either
ridges, valleys, or by air. By examining the terrain, the leader determines the likely enemy
AAs based on the tactical situation.

(e) Weather has little effect on dismounted land navigation. Rain and snow could
possibly slow down the rate of march, that is all. But during mounted land navigation, the
navigator must know the effect of weather on his vehicle. (See Chapter 12 for mounted land
navigation.)

(4) Troops. Consideration of your own troops is equally important. The size and type of
the unit to be moved and its capabilities, physical condition, status of training, and types of
equipment assigned all affect the selection of routes, positions, fire plans, and the various
decisions to be made during movement. On ideal terrain such as relatively level ground with
little or no woods, a platoon can defend a front of up to 400 meters. The leader must conduct
a thorough map reconnaissance and terrain analysis of the area his unit is to defend. Heavily
wooded areas or very hilly areas may reduce the front a platoon can defend. The size of the
unit must also be taken into consideration when planning a movement to contact. During
movement, the unit must retain its ability to maneuver. A small draw or stream may reduce
the unit's maneuverability but provide excellent concealment. All of these factors must be
considered.

(a) Types of equipment that may be needed by the unit can be determined by a map
reconnaissance. For example, if the unit must cross a large stream during its movement to
the objective, ropes may be needed for safety lines.

(b) Physical capabilities of the soldiers must be considered when selecting a route.
Crossing a large swampy area may present no problem to a physically fit unit, but to a unit
that has not been physically conditioned, the swampy area may slow or completely stop its
movement.


11-11


FM 3-25.26


(5) Time Available . At times, the unit may have little time to reach an objective or to
move from one point to another. The leader must conduct a map reconnaissance to determine
the quickest route to the objective; this is not always a straight route. From point A to point
B on the map may appear to be 1 ,000 meters, but if the route is across a large ridge, the
distance will be greater. Another route from point A to B may be 1,500 meters — but on fiat
terrain. In this case, the quickest route would be across the flat terrain; however,
concealment and cover may be lost.

11-5. MOVEMENT AND ROUTE SELECTION

One key to success in tactical missions is the ability to move undetected to the objective.
There are four steps to land navigation. Being given an objective and the requirement to
move there, you must know where you are, plan the route, stay on the route, and recognize
the objective.

a. Know Where You Are (Step 1). You must know where you are on the map and on
the ground at all times and in every possible way. This includes knowing where you are
relative to —

• Your directional orientation.

• The direction and distances to your objective.

• Other landmarks and features.

• Any impassable terrain, the enemy, and danger areas.

• Both the advantages and disadvantages presented by the terrain between you and
your objective.

This step is accomplished by knowing how to read a map, recognize and identify specific
terrain and other features; determine and estimate direction; pace, measure, and estimate
distances, and both plot and estimate a position by resection.

b. Plan the Route (Step 2). Depending upon the size of the unit and the length and type
of movement to be conducted, several factors should be considered in selecting a good route
or routes to be followed. These include —

• Travel time.

• Travel distance.

• Maneuver room needed.

• Trafficability.

• Load-bearing capacities of the soil.

• Energy expenditure by troops.

• The factors of METT-T.

• Tactical aspects of terrain (OCOKA).

• Ease of logistical support.

• Potential for surprising the enemy.

• Availability of control and coordination features.

• Availability of good checkpoints and steering marks.

In other words, the route must be the result of careful map study and should address the
requirements of the mission, tactical situation, and time available. It must also provide for
ease of movement and navigation.

(1) Three route-selection criteria that are important for small-unit movements are cover,
concealment, and the availability of reliable checkpoint features. The latter is weighted even


11-12


FM 3-25.26


more heavily when selecting the route for a night operation. The degree of visibility and ease
of recognition (visual effect) are the key to the proper selection of these features.

(2) The best checkpoints are linear features that cross the route. Examples include
perennial streams, hard-top roads, ridges, valleys, railroads, and power transmission lines.
Next, it is best to select features that represent elevation changes of at least two contour
intervals such as hills, depressions, spurs, and draws. Primary reliance upon cultural features
and vegetation is cautioned against because they are most likely to have changed since the
map was last revised.

(3) Checkpoints located at places where changes in direction are made mark your
decision points. Be especially alert to see and recognize these features during movement.
During preparation and planning, it is especially important to review the route and anticipate
where mistakes are most likely to be made so they can be avoided.

(4) Following a valley floor or proceeding near (not on) the crest of a ridge line generally
offers easy movement, good navigation checkpoints, and sufficient cover and concealment.
It is best to follow terrain features whenever you can — not to fight them.

(5) A lost or a late arriving unit, or a tired unit that is tasked with an unnecessarily
difficult move, does not contribute to the accomplishment of a mission. On the other hand,
the unit that moves too quickly and carelessly into a destructive ambush or leaves itself open
to air strikes also have little effect. Careful planning and study are required each time a
movement route is to be selected.

c. Stay on the Route (Step 3). In order to know that you are still on the correct route,
you must be able to compare the evidence you encounter as you move according to the plan
you developed on the map when you selected your route. This may include watching your
compass reading (dead reckoning) or recognizing various checkpoints or landmarks from the
map in their anticipated positions and sequences as you pass them (terrain association). A
better way is to use a combination of both.

d. Recognize the Objective (Step 4). The destination is rarely a highly recognizable
feature such as a dominant hilltop or road junction. Such locations as this are seldom missed
by the most inexperienced navigators and are often dangerous places for soldiers to occupy.
The relatively small, obscure places are most likely to be the destinations.

(1) Just how does a soldier travel over unfamiliar terrain for moderate to great distances
and know when he reaches the destination? One minor error, when many are possible, can
cause the target to be missed.

(2) The answer is simple. Select a checkpoint (reasonably close to the destination) that
is not so difficult to find or recognize. Then plan a short, fine-tuned last leg from the new
expanded objective to the final destination. For example, you may be able to plan and
execute the move as a series of sequenced movements from one checkpoint or landmark to
another using both the terrain and a compass to keep you on the correct course. Finally, after
arriving at the last checkpoint, you might follow a specific compass azimuth and pace off
the relatively short, known distance to the final, pinpoint destination. This procedure is
called point navigation. A short movement out from a unit position to an observation post
or to a coordination point may also be accomplished in the same manner.

11-6. NAVIGATION METHODS

Staying on the route is accomplished through the use of one or two navigation techniques —
dead reckoning and terrain association. These methods are discussed in detail below.


11-13


FM 3-25.26


a. Moving by Dead Reckoning. Dead reckoning consists of two fundamental steps.
The first is the use of a protractor and graphic scales to determine the direction and distance
from one point to another on a map. The second step is the use of a compass and some means
of measuring distance to apply this information on the ground. In other words, it begins with
the determination of a polar coordinate on a map and ends with the act of finding it on the
ground.

(1) Dead reckoning along a given route is the application of the same process used by
a mapmaker as he establishes a measured line of reference upon which to construct the
framework of his map. Therefore, triangulation exercises (either resection or intersection)
can be easily undertaken by the navigator at any time to either determine or confirm precise
locations along or near his route. Between these position-fixes, establish your location by
measuring or estimating the distance traveled along the azimuth being followed from the
previous known point. You might use pacing, a vehicle odometer, or the application of
elapsed time for this purpose, depending upon the situation.

(2) Most dead reckoned movements do not consist of single straight-line distances
because you cannot ignore the tactical and navigational aspects of the terrain, enemy
situation, natural and man-made obstacles, time, and safety factors. Another reason most
dead reckoning movements are not single straight-line distances is because compasses and
pace-counts are imprecise measures. Error from them compounds over distance; therefore,
you could soon be far afield from your intended route even if you performed the procedures
correctly. The only way to counteract this phenomenon is to reconfirm your location by
terrain association or resection. Routes planned for dead reckoning generally consist of a
series of straight-line distances between several checkpoints with perhaps some travel
running on or parallel to roads or trails.

(3) There are two advantages to dead reckoning. First, dead reckoning is easy to teach
and to learn. Second, it can be a highly accurate way of moving from one point to another
if done carefully over short distances, even where few external cues are present to guide the
movements.

(4) During daylight, across open country, along a specified magnetic azimuth, never
walk with the compass in the open position and in front of you. Because the compass will
not stay steady or level, it does not give an accurate reading when held or used this way.
Begin at the start point and face with the compass in the proper direction, then sight in on
a landmark that is located on the correct azimuth to be followed. Close the compass and
proceed to that landmark. Repeat the process as many times as necessary to complete the
straight-line segment of the route.

(5) The landmarks selected for this purpose are called steering marks, and their selection
is crucial to success in dead reckoning. Steering marks should never be determined from a
map study. They are selected as the march progresses and are commonly on or near the
highest points that you can see along the azimuth line that you are following when they
are selected. They may be uniquely shaped trees, rocks, hilltops, posts, towers, and
buildings — anything that can be easily identified. If you do not see a good steering mark to
the front, you might use a back azimuth to some feature behind you until a good steering
mark appears out in front. Characteristics of a good steering mark are:

(a) It must have some characteristics about it, such as color, shade of color, size, or shape
(preferably all four), that will assure you that it will continue to be recognized as you
approach it.


11-14


FM 3-25.26


(b) If several easily distinguished objects appear along your line of march, the best
steering mark is the most distant object. This procedure enables you to travel farther with
fewer references to the compass. If you have many options, select the highest object. A
higher mark is not as easily lost to sight as is a lower mark that blends into the background
as you approach it. A steering mark should be continuously visible as you move toward it.

(c) Steering marks selected at night must have even more unique shapes than those
selected during daylight. As darkness approaches, colors disappear and objects appear as
black or gray silhouettes. Instead of seeing shapes, you begin to see only the general outlines
that may appear to change as you move and see the objects from slightly different angles.

(6) Dead reckoning without natural steering marks is used when the area through which
you are traveling is devoid of features, or when visibility is poor. At night, it may be
necessary to send a member of the unit out in front of your position to create your own
steering mark in order to proceed. His position should be as far out as possible to reduce the
number of chances for error as you move. Arm-and-hand signals or a radio may be used in
placing him on the correct azimuth. After he has been properly located, move forward to his
position and repeat the process until some steering marks can be identified or until you reach
your objective.

(7) When handling obstacles/detours on the route, follow these guidelines:

(a) When an obstacle forces you to leave your original line of march and take up a
parallel one, always return to the original line as soon as the terrain or situation permits.

(b) To turn clockwise (right) 90 degrees, you must add 90 degrees to your original
azimuth. To turn counterclockwise (left) 90 degrees from your current direction, you must
subtract 90 degrees from your present azimuth.

(c) When making a detour, be certain that only paces taken toward the final destination
are counted as part of your forward progress. They should not be confused with the local
pacing that takes place perpendicular to the route in order to avoid the problem area and in
returning to the original line of march after the obstacle has been passed.

(8) Sometimes a steering mark on your azimuth of travel can be seen across a swamp or
some other obstacle to which you can simply walk out around. Dead reckoning can then
begin at that point. If there is no obvious steering mark to be seen across the obstacle,
perhaps one can be located to the rear. Compute a back azimuth to this point and later sight
back to it once the obstacle has been passed in order to get back on track.

(9) You can use the deliberate offset technique. Highly accurate distance estimates and
precision compass work may not be required if the destination or an intermediate checkpoint
is located on or near a large linear feature that runs nearly perpendicular to your direction
of travel. Examples include roads or highways, railroads, power transmission lines, ridges,
or streams. In these cases, you should apply a deliberate error (offset) of about 10 degrees
to the azimuth you planned to follow and then move, using the lensatic compass as a guide,
in that direction until you encounter the linear feature. You will know exactly which way to
turn (left or right) to find your destination or checkpoint, depending upon which way you
planned your deliberate offset.

(10) Because no one can move along a given azimuth with absolute precision, it is better
to plan a few extra steps than to begin an aimless search for the objective once you reach the
linear feature. If you introduce your own mistake, you will certainly know how to correct
it. This method will also cope with minor compass errors and the slight variations that
always occur in the earth's magnetic field.


11-15


FM 3-25.26


(11) There are disadvantages to dead reckoning. The farther you travel by dead reckoning
without confirming your position in relation to the terrain and other features, the more errors
you will accumulate in your movements. Therefore, you should confirm and correct your
estimated position whenever you encounter a known feature on the ground that is also on the
map. Periodically, you should accomplish a resection triangulation using two or more known
points to pinpoint and correct your position on the map. Pace counts or any type of distance
measurement should begin anew each time your position is confirmed on the map.

(a) It is dangerous to select a single steering mark, such as a distant mountaintop, and
then move blindly toward it. What will you do if you must suddenly call for fire support or
a medical evacuation? You must periodically use resection and terrain association techniques
to pinpoint your location along the way.

(b) Steering marks can be farther apart in open country, thereby making navigation more
accurate. In areas of dense vegetation, however, where there is little relief, during darkness,
or in fog, your steering marks must be close together. This, of course, introduces more
chance for error.

(c) Finally, dead reckoning is time-consuming and demands constant attention to the
compass. Errors accumulate easily and quickly. Every fold in the ground and detours as
small as a single tree or boulder also complicate the measurement of distance.

b. Moving by Terrain Association. The technique of moving by terrain association is
more forgiving of mistakes and far less time-consuming than dead reckoning. It best suits
those situations that call for movement from one area to another. Once an error has been
made in dead reckoning, you are off the track. Errors made using terrain association are
easily corrected, however, because you are comparing what you expected to see from the
map to what you do see on the ground. Errors are anticipated and will not go unchecked.
You can easily make adjustments based upon what you encounter. After all, you do not find
the neighborhood grocery store by dead reckoning — you adjust your movements according
to the familiar landmarks you encounter along the way (Figure 11-8). Periodic positionfixing through either plotted or estimated resection will also make it possible to correct your
movements, call for fire, or call in the locations of enemy targets or any other information
of tactical or logistical importance.


11-16


FM 3-25.26


ATTACK POINT (POINT A) g

saamBa


Figure 11-8. Terrain association navigation.

(1) Identifying and Locating Selected Features. Being able to identify and locate the
selected features, both on the map and on the ground, are essential to the success in moving
by terrain association. The following rules may prove helpful.

(a) Be certain the map is properly oriented when moving along the route and use the
terrain and other features as guides. The orientation of the map must match the terrain or it
can cause confusion.

(b) To locate and identify features being used to guide the movement, look for the
steepness and shape of the slopes, the relative elevations of the various features, and the
directional orientations in relation to your position and to the position of the other features
you can see.

(c) Make use of the additional cues provided by hydrography, culture, and vegetation.
All the information you can gather will assist you in making the move. The ultimate test and
the best practice for this movement technique is to go out in the field and use it. The use of
terrain, other natural features, and any man-made objects that appear both on the map and
on the ground must be practiced at every opportunity. There is no other way to learn or retain
this skill.

(2) Using Handrails, Catching Features, and Navigational Attack Points. First,
because it is difficult to dead reckon without error over long distances with your compass,
the alert navigator can often gain assistance from the terrain.

(a) Handrails are linear features like roads or highways, railroads, power transmission
lines, ridgelines, or streams that run roughly parallel to your direction of travel. Instead of
using precision compass work, you can rough compass without the use of steering marks for
as long as the feature travels with you on your right or left. It acts as a handrail to guide the
way.


11-17


FM 3-25.26


(b) Second, when you reach the point where either your route or the handrail changes
direction, you must be aware that it is time to go your separate ways. Some prominent
feature located near this point is selected to provide this warning. This is called a catching
feature; it can also be used to tell you when you have gone too far.

(c) Third, the catching feature may also be your navigational attack point; this point is
the place where area navigation ends and point navigation begins. From this last easily
identified checkpoint, the navigator moves cautiously and precisely along a given azimuth
for a specified distance to locate the final objective. The selection of this navigational attack
point is important. A distance of 500 meters or less is most desirable.

(3) Recognizing the Disadvantages of Terrain Association. The major disadvantage to
navigation by terrain association is that you must be able to interpret the map and analyze
the world around you. Recognition of terrain and other features, the ability to determine and
estimate direction and distance, and knowing how to do quick-in-the-head position fixing
are skills that are more difficult to teach, learn, and retain than those required for dead
reckoning.

c. Combination of Techniques. Actually, the most successful navigation is obtained
by combining the techniques described above. Constant orientation of the map and
continuous observation of the terrain in conjunction with compass-read azimuths, and
distance traveled on the ground compared with map distance, used together make reaching
a destination more certain. One should not depend entirely on compass navigation or map
navigation; either or both could be lost or destroyed.

NOTE: See Appendix F for information on orienteering.

11-7. NIGHT NAVIGATION

Darkness presents its own characteristics for land navigation because of limited or no
visibility. However, the techniques and principles are the same as that used for day
navigation. The success in nighttime land navigation depends on rehearsals during the
planning phase before the movement, such as detailed analysis of the map to determine the
type of terrain in which the navigation is going to take place and the predetermination of
azimuths and distances. Night vision devices (Appendix H) can greatly enhance night
navigation.

a. The basic technique used for nighttime land navigation is dead reckoning with
several compasses recommended. The point man is in front of the navigator but just a few
steps away for easy control of the azimuth. Smaller steps are taken during night navigation,
so remember, the pace count is different. It is recommended that a pace count obtained by
using a predetermined 100-meter pace course be used at night.

b. Navigation using the stars is recommended in some areas; however, a thorough
knowledge of constellations and location of stars is needed (paragraph 9-5c). The four
cardinal directions can also be obtained at night by using the same technique described for
the shadow-tip method. Just use the moon instead of the sun. In this case, the moon has to
be bright enough to cast a shadow.


11-18


FM 3-25.26


CHAPTER 12

MOUNTED LAND NAVIGATION


A vehicle commander should be able to navigate from one point on the
ground to another with or without a compass. If separated from his unit and
given an azimuth and distance from their position to his, he should be able
to reach the unit and continue the mission. To move effectively while
mounted, he must know the principles of mounted navigation.

12-1. PRINCIPLES

The principles of land navigation while mounted are basically the same as while dismounted.
The major difference is the speed of travel. Walking between two points may take one hour,
but riding the same distance may only take 15 minutes. To be effective at mounted land
navigation, the travel speed must be considered.

12-2. NAVIGATOR'S DUTIES

The duties of a navigator are so important and exacting that he should not be given any other
duties. The leader should never try to be the navigator, since his normal responsibilities are
heavy, and one or the other job would suffer.

a. Assembling Equipment. The navigator must gather all the equipment that will help
him perform his job (maps, pencils, and so forth). He must do this before the mission starts.

b. Servicing Equipment. It is the navigator's duty to make sure that all the equipment
he may use or require is working.

c. Recording Data for Precise Locations. During movement, the navigator must make
sure that the correct direction and distance are recorded and followed. Grid coordinates of
locations must be recorded and plotted.

d. Supplying Data to Subordinate Leaders. During movement, any change in
direction or distance must be given to the subordinate leaders in sufficient time to allow them
to react.

e. Maintaining Liaison with the Commander. The commander normally selects the
route that he desires to use. The navigator is responsible for following that route; however,
there may be times when the route must be changed during a tactical operation. For this
reason, the navigator must maintain constant communication with the commander. The
navigator must inform the commander when checkpoints are reached, when a change in
direction of movement is required, and how much distance is traveled.

12-3. MOVEMENT

When preparing to move, the effects of terrain on navigating mounted vehicles must be
determined. You will cover great distances very quickly, and you must develop the ability
to estimate the distance you have traveled. Remember that 0.1 mile is roughly 160 meters,
and 1 mile is about 1,600 meters or 1.6 kms. Having a mobility advantage helps while
navigating. Mobility makes it much easier if you get disoriented to move to a point where
you can reorient yourself.


12-1


FM 3-25.26


NOTE: To convert kmph to mph, multiply by .62. (9 kmph x .62 = 5.58 mph). To convert
mph to kmph, divide mph by .62 (10 mph t 0.62 = 16.12 kmph).

a. Consider Vehicle Capabilities. When determining a route to be used when mounted,
consider the capabilities of the vehicles to be used. Most military vehicles are limited in the
degree of slope they can climb and the type of terrain they can negotiate. Swamps, thickly
wooded areas, or deep streams may present no problems to dismounted soldiers, but the
same terrain may completely stop mounted soldiers. The navigator must consider this when
selecting a route.

(1) Most vehicles will knock down a tree. The bigger the vehicle, the bigger the tree it
can knock down. Vehicles cannot knock down several trees at once. It is best to find paths
between trees that are wide enough for your vehicle. Military vehicles are designed to climb
60 percent slopes on a dry, firm surface (Figure 12-1).

(2) You can easily determine approximate slope; just look at the route you have selected.
If there is a contour line in any 100 meters of map distance on that route, it is a 10 percent
slope. If there are two contour lines, it is 20 percent, and so forth. If there are four contour
lines in any 100 meters, look for another route.

(3) Side slope is even more important than the slope you can climb. Normally, a 30
percent slope is the maximum in good weather. If you traverse a side slope, do it slowly and
without turns. Rocks, stumps, or sharp turns can cause you to throw the downhill track under
the vehicle, which would mean a big recovery task.

(4) For tactical reasons, you will often want to move in draws or valleys because they
give you cover. However, side slopes force you to move slowly.

NOTE: The above figures are true for a 10-meter or a 20-foot contour interval. If the map
has a different contour interval, just adjust the arithmetic. For instance, with one
contour line in 100 meters, a 20-meter interval would give a 20 percent slope.

b. Know the Effects of Weather on Vehicle Movement. Weather can halt mounted
movement. Snow and ice are obvious dangers, but more significant is the effect of rain and
snow on soil load-bearing ability. Cross-country vehicles may be restricted to road
movement in heavy rain. If it has rained recently, adjust your route to avoid flooded or
muddy areas. A mired vehicle only hinders combat capability.

c. Prepare Before Movement. Locate the start point and finish point on the map.
Determine the map's grid azimuth from start point to finish point and convert it to a magnetic
azimuth. Determine the distance between the start point and finish point or any intermediate
points on the map and make a thorough map reconnaissance of that area.


12-2


FM 3-25.26


Figure 12-1. Tracked vehicle capabilities.

12-4. TERRAIN ASSOCIATION NAVIGATION

This is currently the most widely used method of navigation. The navigator plans his route
so that he moves from terrain feature to terrain feature. An automobile driver in a city uses
this technique as he moves along a street or series of streets, guiding on intersections or
features such as stores and parks. Like the driver, the navigator selects routes or streets
between key points or intersections. These routes must be capable of sustaining the travel
of the vehicle or vehicles, should be relatively direct, and should be easy to follow. In a
typical move, the navigator determines his location, determines the location of his objective,
notes the position of both on his map, and then selects a route between the two. After
examining the terrain, he adjusts the route by the following actions:

a. Consider Tactical Aspects. Avoid skylining, select key terrain for overwatch
positions, and select concealed routes.


12-3


FM 3-25.26


b. Consider Ease of Movement. Use the easiest possible route and bypass difficult
terrain. Remember that a difficult route is harder to follow, is noisier, causes more wear and
tear (and possible recovery problems), and takes more time. Tactical surprise is achieved by
doing the unexpected. Try to select an axis or corridor instead of a specific route. Make sure
you have enough maneuver room for the vehicles (Figure 12-2).


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Figure 12-2. Primary route.

c. Use Terrain Features as Checkpoints. These checkpoints must be easily
recognizable in the light and weather conditions and at the speed at which you will move.
You should be able to find a terrain feature from your location that can be recognized from


12-4


FM 3-25.26


almost anywhere and used as a guide. An example is checkpoint 2, the church, and
checkpoint 3, the orchard, in Figure 12-2.

(1) The best checkpoints are linear features that cross your route. Use streams, rivers,
hard-top roads, ridges, valleys, and railroads.

(2) The next best checkpoints are elevation changes, such as hills, depressions, spurs,
and draws. Look for two contour lines of change. You will not be able to spot less than two
lines of change while mounted.

(3) In wooded terrain, try to locate checkpoints at no more than 1,000-meter intervals.
In open terrain, you may go to about 5,000 meters.

d. Follow Terrain Features. Movement and navigation along a valley floor or near
(not necessarily on) the crest of a ridgeline is easiest.

e. Determine Directions. Break the route down into smaller segments and determine
the rough directions that will be followed. You do not need to use the compass; just use the
main points of direction (north, northeast, east, and so forth). Before moving, note the
location of the sun and locate north. Locate changes of direction, if any, at the checkpoints
picked.

f. Determine Distance. Get the total distance to be traveled and the approximate
distance between checkpoints. Plan to use the vehicle odometer to keep track of distance
traveled. Use the pace-count method and keep a record of the distance traveled. When using
a pace count, convert from map distance to ground distance by adding the conversion factors
of 20 percent for cross-country movement.

g. Make Notes. Mental notes are usually adequate. Try to imagine what the route is like
and remember it.

h. Plan to Avoid Errors. Restudy the route selected. Try to determine where errors are
most apt to occur and how to avoid any trouble.

i. Use a Logbook. When the routes have been selected and the navigator has divided
the distance to be traveled into legs, prepare a logbook. The logbook is an informal record
of the distance and azimuth of each leg, with notes to aid the navigator in following the
correct route. The notes list easily identifiable terrain features at or near the point where the
direction of movement changes (Figure 12-3, page 12-6).


12-5


FM 3-25.26


ODOMETER

READING
AT START


ODOMETER
READING
AT FINISH


DISTANCE
IN MILES


AZIMUTH.


DEVIATION
1 ':■ CORRECTION


NOTES


^^§r


k^. v^


^C


P


IF


■"■T* --=-?.


r


Figure 12-3. Sample of a logbook format.

12-5. DEAD RECKONING NAVIGATION

Dead reckoning is moving a set distance along a set line. Generally, it involves moving so
many meters along a set line, usually an azimuth in degrees. There is no accurate method
of determining a direction in a moving vehicle. A magnetic vehicle-heading reference unit
may be available in a few years; for now, use a compass.

a. With Steering Marks. This procedure is the same for vehicle travel as on foot.

(1) The navigator dismounts from the vehicle and moves away from the vehicle (at least
18 meters).

(2) He sets the azimuth on the compass and picks a steering mark (rock, tree, hilltop) in
the direction on that azimuth (Figure 12-4).

(3) He remounts and has the driver identify the steering mark and proceeds to it in as
straight a line as possible.

(4) On arrival at the steering mark or on any changes in direction, he repeats the first
three steps above for the next leg of travel.


12-6


FM 3-25.26


Figure 12-4. Determining an azimuth, dismounted.

b. Without Steering Marks. This procedure is used only on flat, featureless terrain.

(1) The navigator dismounts from the vehicle, which is oriented in the direction of travel,
and moves at least 18 meters to the front of the vehicle.

(2) He faces the vehicle and reads the azimuth to the vehicle. By adding or subtracting
180°, he determines the forward azimuth (direction of travel).

(3) On order from the navigator, the driver drives on a straight line to the navigator.

(4) The navigator remounts the vehicle, holds the compass as it will be held while the
vehicle is moving, and reads the azimuth in the direction of travel.

(5) The compass will swing off the azimuth determined and pick up a constant deviation.
For instance, say the azimuth was 75° while you were away from the vehicle. When you
remounted and your driver drove straight forward, your compass showed 67°. You have a
deviation of -8°. All you need to do is maintain that 67° compass heading to travel on a 75°
magnetic heading.

(6) At night, the same technique can be used. From the map, determine the azimuth you
are to travel. Convert the grid azimuth to a magnetic azimuth. Line the vehicle up on that
azimuth, then move well in front of it. Be sure it is aligned correctly. Then mount, have the
driver move slowly forward, and note the deviation. If the vehicle has a turret, the above
procedure works unless you traverse the turret; this changes the deviation.

(7) The distance factor in dead reckoning is easy. Just determine the map distance to
travel and add 20 percent to convert to ground distance. Use your vehicle odometer to be
sure you travel the proper distance.

12-6. STABILIZED TURRET ALIGNMENT NAVIGATION

Another method, if you have a vehicle with a stabilized turret, is to align the turret on the
azimuth you wish to travel, then switch the turret stabilization system on. The gun tube
remains pointed at your destination no matter which way you turn the vehicle. This


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technique has been proven; it works. It is not harmful to the stabilization system. It is subject
to stabilization drift, so use it for no more than 5,000 meters before resetting.

NOTE: If you have to take the turret off-line to engage a target, you will have to start all
over, re-do the entire process.

12-7. COMBINATION NAVIGATION

Some mounted situations may call for you to combine and use both methods. Just remember
the characteristics of each.

a. Terrain association is fast, is error-tolerant, and is best under most circumstances. It
can be used day or night if you are proficient in it.

b. Dead reckoning is very accurate if you do everything correctly. You must be very
precise. It is also slow, but it works on very flat terrain.

c. You frequently will combine both. You may use dead reckoning to travel across a
large, flat area to a ridge, then use terrain association for the rest of the move.

d. You must be able to use both methods. You should remember that your probable
errors, in order of frequency, will be —

• Failure to determine distance(s) to be traveled.

• Failure to travel the proper distance.

• Failure to properly plot or locate the objective.

• Failure to select easily recognized checkpoints or landmarks.

• Failure to consider the ease of movement factor.


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CHAPTER 13

NAVIGATION IN DIFFERENT TYPES OF TERRAIN


The information, concepts, and skills already presented will help you to
navigate anywhere in the world; however, there are some special
considerations and helpful hints that may assist you in various special
environments. The following information is not doctrine.

13-1. DESERT TERRAIN

About 5 percent of the earth's land surface is covered by deserts (Figure 13-1). Deserts are
large arid areas with little or no rainfall during the year. There are three types of deserts —
mountain, rocky plateau, and sandy or dune deserts. All types of forces can be deployed in
the desert. Armor and mechanized infantry forces are especially suitable to desert combat
except in rough mountainous terrain where light infantry may be required. Airborne, air
assault, and motorized forces can also be advantageously employed to exploit the vast
distances characteristic of desert warfare.


Figure 13-1. Deserts.

a. Desert Regions. In desert regions, terrain varies from nearly flat to lava beds and salt
marshes. Mountain deserts contain scattered ranges or areas of barren hills or mountains.
Table 13-1, on page 13-2, lists some of the world's major desert regions and their locations.


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REGION


LOCATION


Sahara

Kalahari

Arabian

Gobi

Rub'al Khali


North Africa

Southwest Africa
, Southwest Asia

Mongolia and Northern China
...South Arabia


Great Basin, Colorado,
Chihuahua, Yuma Sonoran,
and Mohave


...Northern Mexico and Western


Takla Makan


United States
Northern China
Southwest USSR
Southwest USSR
Saudi Arabia, Jordan, and Iraq
Western and South Australia
Northwestern Australia
Southern Argentina and Chile
Northern Chile


Kyzyl Kum

Kara Kum


Syrian

Great Victoria


Great Sandy

Patagonia

Atacama


Table 13-1. Major desert regions.

(1) Finding the way in a desert presents some degree of difficulty for a person who has
never been exposed to this environment. Desert navigators have learned their way through
generations of experience.

(2) Normally, desert people are nomadic, constantly moving in caravans. Navigating
becomes second nature to them. Temperature in the tropical deserts reaches an average of
1 10° to 115° during the day, so most navigation takes place at night using the stars. Most
deserts have some prevailing winds during the seasons. Such winds arrange the sand dunes
in a specific pattern that gives the navigator the opportunity to determine the four cardinal
directions. He may also use the sun's shadow-tip method.

(3) A sense of direction can be obtained by watching desert animals on their way to and
from water holes (oases). Water, navigation, and survival are closely related in desert areas.
Most deserts have pigeons or doves, and their drinking habits are important to the navigator.
As a rule, these birds never drink in the morning or during the day, making their evening
flights the most important. When returning from the oases, their bodies are heavier from
drinking and their flight is accompanied by a louder flapping of their wings.

(4) Visibility is also an important factor in the desert, especially in judging distance. The
absence of trees or other features prevents comparison between the horizon and the skyline.

b. Interpretation and Analysis. Many desert maps are inaccurate, which makes up-todate air, aerial photo, and ground reconnaissance necessary. In desert mountain areas contour
intervals are generally large, so many of the intermediate relief features are not shown.

(1) The desert normally permits observation and fire to maximum ranges. The terrain is
generally wide open and the exceptionally clear atmosphere offers excellent long-range


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visibility. Combine this with a powerful sun and low cloud density and you have nearly
unlimited light and visual clarity, which often contribute to gross underestimations of ranges.
Errors of up to 200 or 300 percent are not uncommon. However, visibility conditions may
be severely affected by sandstorms and mirages (heat shimmer caused by air rising from the
extremely hot daytime desert surface), especially if the observer is looking into the sun
through magnifying optical instruments.

(2) Cover can be provided only by terrain feature masking because of the lack of heavy
vegetation and man-made objects. It only takes a few meters of relief to provide cover.
Concealment in the desert is related to the following factors:

(a) Shape. In order not to be observed by the enemy, attempt to alter the standard shapes
of vehicles so they and their shadows are not instantly recognized.

(b) Shine. Shine or glitter is often the first thing that attracts the observer's eye to
movement many kilometers away. It must be eliminated.

(c) Color and texture. All equipment should either be pattern painted or mudded to blend
in with the terrain.

(d) Light and noise. Light and noise discipline are essential because sound and light
travel great distances in the desert.

(e) Heat. Modern heat image technology makes shielding heat sources an important
consideration when trying to hide from the enemy. This technology is especially important
during night stops.

(f) Movement. Movement itself creates a great deal of noise and dust, but a rapid
execution using all the advantages the topography offers can help conceal it.

c. Navigation. When operating in the broad basins between mountain ranges or on
rocky plateau deserts, there are frequently many terrain features to guide your movement by.
But, observing these known features over great distances may provide a false sense of
security in determining your precise location unless you frequently confirm your location
by resection or referencing close-in terrain features. It is not uncommon to develop errors
of several kilometers when casually estimating a position in this manner. Obviously, this can
create many problems when attempting to locate a small checkpoint or objective, calling for
CAS, reporting operational or intelligence information, or meeting CSS requirements.

(1) When operating in an area with few visual cues, such as in a sandy or dune desert,
or restricted visibility by a sandstorm or darkness, you must proceed by dead reckoning. The
four steps and two techniques for navigation presented earlier remain valid in the desert.
However, understanding the special conditions found there are extremely helpful as you
apply them.

(2) Tactical mobility and speed are key to successful desert operations. Obstacles and
areas such as lava beds or salt marshes, which preclude surface movements, do exist. But
most deserts permit two-dimensional movement by ground forces similar to that of a naval
task force at sea. Speed of execution is essential. Everyone moves farther and faster on the
desert. Special navigation aids sometimes used in the desert include:

(a) Sun compass. It can be used on moving vehicles and sextants. It requires accurate
timekeeping. However, the deviation on a magnetic compass that is caused by the metal and
electronics in the vehicle is usually less than +10°.

(b) Gyro compass. The gun azimuth stabilizer is in fact a gyro compass. If used on fairly
flat ground, it is useful for maintaining direction over limited distances.


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(c) Fires. Planned tracer fire or mortar and artillery concentrations (preferably smoke
during the day and illumination at night) provide useful checks on estimated locations.

(d) Prepositioned lights. This method consists of placing two or more searchlights far
apart, behind the line of contact, beyond enemy artillery range, and concealed from enemy
ground observation. Units in the area can determine their own locations through resection,
using the vertical beams of the lights. These lights must be moved on a time schedule known
to all friendly units.

(3) One final note on desert navigation is that the sand, hard-baked ground, rocky
surfaces, thorny vegetation, and heat generally found in the desert impose far greater
demands for maintenance than you would plan for in temperate regions. It may also take
longer to perform that maintenance.

13-2. MOUNTAIN TERRAIN

Mountains are generally understood to be larger than hills. Rarely do mountains occur
individually; in most cases, they are found in elongated ranges or circular groups. When they
are linked together, they constitute a mountain system (Figure 13-2). Light forces (infantry,
airborne, and air assault forces) can operate effectively in mountainous regions because they
are not terrain limited. Heavy forces must operate in passes and valleys that are negotiable
by vehicle.


Figure 13-2. Mountain systems.
a. Major Systems. Major systems are listed in Table 13-2.


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SYSTEM


LOCATION


The Andes


Central and South America


The Rockies


North America (USA-Canada)


The Appalachians

The Alps

The Himalayas

The Caucasus


North America (USA-Canada)
Central Europe
Asia
Western Asia and Europe (Russia)


Table 13-2. Major systems.

b. Minor Systems. Some other systems are in Antarctica, Hawaii, Japan, New Zealand,
and Oceania. Mountain systems are characterized by high, inaccessible peaks and steep
slopes. Depending on the altitude, they may be snow covered. Prominent ridges and large
valleys are also found. Navigating in this type of terrain is not difficult providing you make
a careful examination of the map and the terrain.

c. Climate. Because of the elevations, it is always colder (3° to 5° per 300-meter gain
in altitude) and wetter than you might expect. Wind speeds can increase the effects of the
cold even more. Sudden severe storms and fog are encountered regularly. Below the tree
line, vegetation is heavy because of the extra rainfall and the fact that the land is rarely
cleared for farming.

d. Interpretation and Analysis. The heights of mountainous terrain permit excellent
long-range observation. However, rapidly fluctuating weather with frequent periods of high
winds, rain, snow, or fog may limit visibility. Also, the rugged nature of the terrain
frequently produces significant dead space at mid-ranges.

(1) Reduced mobility, compartmented terrain, and the effects of rapidly changing
weather increase the importance of air, ground, aerial photo, and map reconnaissance. Since
mountain maps often use large contour intevals, microrelief interpretation and detailed
terrain analysis require special emphasis.

(2) At first glance, some mountainous terrain may not appear to offer adequate cover and
concealment; however, you can improve the situation. When moving, use rock outcroppings,
boulders, and heavy vegetation for cover and concealment; use terrain features to mask
maneuvers. Use harsh weather, which often obscures observation, to enhance concealment.

(3) Since there are only a few routing options, all-round security must be of primary
concern. Natural obstacles are everywhere, and the enemy can easily construct more.

e. Navigation. Existing roads and trails offer the best routes for movement. Off-road
movement may enhance security provided there is detailed reconnaissance, photo
intelligence, or information from local inhabitants to ensure the route is negotiable. Again,
the four steps and two techniques for navigation presented earlier remain valid in the
mountains. Nevertheless, understanding the special conditions and the terrain will help you
navigate. Other techniques that are sometimes helpful in mountains are:

(1) Aspect of Slope. To determine the aspect of slope, take a compass reading along an
imaginary line that runs straight down the slope. It should cut through each of the contour
lines at about a 90° angle. By checking the map and knowing the direction of slope where
you are located, you will be able to keep track of your location, and it will help guide your
cross-country movement even when visibility is poor.


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(2) Use of an Altimeter. Employment of an altimeter with calibrations on the scale down
to 10 or 20 meters is helpful to land navigators moving in areas where radical changes in
elevation exist. An altimeter is a type of barometer that gauges air pressure, except it
measures on an adjustable scale marked in feet or meters of elevation rather than in inches
or centimeters of mercury. Careful use of the altimeter helps to pinpoint your position on a
map through a unique type of resection. Instead of finding your position by using two
different directional values, you use one directional value and one elevation value.

13-3. JUNGLE TERRAIN

These large geographic regions are found within the tropics near the equator (Central
America, along the Amazon River, South-Eastern Asia and adjacent islands, and vast areas
in the middle of Africa and India) (Figure 13-3). Jungles are characterized as rainy, humid
areas with heavy layers of tangled, impenetrable vegetation. Jungles contain many species
of wildlife (tigers, monkeys, parrots, snakes, alligators, and so forth). The jungle is also a
paradise for insects, which are the worst enemy of the navigator because some insects carry
diseases (malaria, yellow fever, cholera, and so forth). While navigating in these areas, very
little terrain association can be accomplished because of the heavy foliage. Dead reckoning
is one of the methods used in these areas. A lost navigator in the jungle can eventually find
his way back to civilization by following any body of water with a downstream flow.
However, not every civilization found is of a friendly nature.


Figure 13-3. Jungles and savannas.

a. Operations. Operations in jungles tend to be isolated actions by small forces because
of the difficulties encountered in moving and in maintaining contact between units. Divisions
can move cross-country slowly; but, aggressive reconnaissance, meticulous intelligence


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collection, and detailed coordination are required to concentrate forces in this way. More
commonly, large forces operate along roads or natural avenues of movement, as was the case
in the mountains. Patrolling and other surveillance operations are especially important to
ensure security of larger forces in the close terrain of jungles.

(1) Short fields of observation and fire, and thick vegetation make maintaining contact
with the enemy difficult. The same factors reduce the effectiveness of indirect fire and make
jungle combat primarily a fight between infantry forces. Support by air and mechanized
forces can be decisive at times, but it will not always be available or effective.

(2) Jungles are characterized by high temperatures, heavy rains, high humidity, and an
abundance of vegetation. The climate varies with location. Close to the equator, all seasons
are nearly alike with heavy rains all year. Farther from the equator (India and Southeast
Asia), there are distinct wet (monsoon) and dry seasons. Both zones have high temperatures
(averaging 75 to 95+ degrees Fahrenheit), heavy rainfall (as much as 400+ inches annually,
and high humidity (90 percent) all year.

(3) In temperate climates, it is the areas of vegetation that are most likely to be altered
and incorrectly portrayed on a map. In jungle areas, the vegetation grows so rapidly that it
is more likely to be cleared and make these areas be shown incorrectly.

b. Interpretation and Analysis. The jungle environment includes dense forests,
grasslands, swamps, and cultivated areas. Forests are classified as primary and secondary
based upon the terrain and vegetation. Primary forests include tropical rain forests and
deciduous forests. Secondary forests are found at the edges of both rain forests and
deciduous forests and in areas where jungles have been cleared and abandoned. These places
are typically overgrown with weeds, grasses, thorns, ferns, canes, and shrubs. Movement is
especially slow and difficult. The extremely thick vegetation reaches a height of 2 meters
and severely limits observation to only a few meters.

(1) Tropical rain forests consist mostly of large trees whose branches spread and lock
together to form canopies. These canopies, which can exist at two and three different levels,
may form as low as 10 meters from the ground. They prevent direct sunlight from reaching
the ground, causing a lack of undergrowth on the jungle floor. Extensive above-ground root
systems and hanging vines are common and make vehicular travel difficult; foot movement
is easier. Ground observation is limited to about 50 meters and air observation is nearly
impossible.

(2) Deciduous forests are in semitropical zones that have both wet and dry seasons. In
the wet season, trees are fully leaved; in the dry season, much of the folliage dies. Trees are
usually less dense than in rain forests, which allows more sunlight to filter to the ground.
This procedure produces thick undergrowth. During the wet season, air and ground
observation is limited and movement is difficult. During the dry season, both improve.

(3) Swamps are common to all low, jungle areas where there is poor drainage. When
navigating in a swampy area, a careful analysis of map and ground should be taken before
any movement. The soldiers should travel in small numbers with only the equipment
required for their mission, keeping in mind that they are going to be immersed in water part
of the time. The usual technique used in swamp navigation is dead reckoning. There are two
basic types of swamps — mangrove and palm. Mangrove swamps are found in coastal areas
wherever tides influence water flow. Mangrove is a shrub-like tree that grows 1 to 5 meters
high. These trees have a tangled root system, both above and below the waterline, which


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restricts movement either by foot or small boat. Observation on the ground and from the air
is poor, but concealment is excellent.

(4) Grassy plains or savannas are generally located away from the equator but within the
tropics. These vast land areas are characterized by flatlands with a different type of
vegetation than jungles. They consist mainly of grasses (ranging from 1 to more than 12 feet
in height), shrubs, and isolated trees. The most difficult areas to navigate are the ones
surrounded by tall grass (elephant grass); however, vehicles can negotiate here better than
in some areas. There are few or no natural features to navigate by, making dead reckoning
or navigation by stars the only technique for movement (Figure 13-3). Depending on the
height of the grass, ground observation may vary from poor to good. Concealment from air
observation is poor for both soldiers and vehicles.

(5) Bamboo stands are common throughout the tropics. They should be bypassed
whenever possible. They are formidable obstacles for vehicles, and soldier movement
through them is slow, exhausting, and noisy.

(6) Cultivated areas exist in jungles also. They range from large, well-planned, wellmanaged farms and plantations to small tracts, cultivated by farmers. The three general types
of cultivated areas are rice paddies, plantations, and small farms.

c. Navigation. Areas such as jungles are generally not accurately mapped because
heavy vegetation makes aerial surveys difficult. The ability to observe terrain features, near
or far, is extremely limited. The navigator must rely heavily upon his compass and the dead
reckoning technique when moving in the jungle. Navigation is further complicated by the
inability to make straight-line movements. Terrain analysis, constant use of the compass, and
an accurate pace count are essential to navigation in this environment.

(1) Rates of movement and pace counts are particularly important to jungle navigators.
The most common error is to overestimate the distance traveled. The distances below can
be used as a rough guide for the maximum distances that might be traveled in various types
of terrain during one hour in daylight.


Type of Terrain


Maximum Distance
(In Meters)


Tropical rain forest.
Deciduous forest....
Secondary jungle . . .

Tall grass

Swamps

Rice paddies (wet)..
Rice paddies (dry)..

Plantations

Trails


..up to 1,000

500

..100 to 500

500

..100 to 300

800

2,000

2,000

.up to 3,000


Table 13-3. Guide for maximum distance.

(2) Special navigation strategies that are helpful in jungles include:

(a) Personal pace table. You should either make a mental or written personal pace table

that includes your average pace count per 100 meters for each of the types of terrain through

which you are likely to navigate.


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(b) Resection using indirect fire. Call for mortar or artillery fire (airbursts of white
phosphorous or illumination) on two widely separated grids that are not on terrain features
like the one you are occupying and are a safe distance from your estimated location.
Directions to the airbursts sometimes must be determined by sound.

(c) Modified area/point navigation. Even when making primary use of the compass for
dead reckoning, you are frequently able to area navigate to an expanded objective, which is
easily identified by terrain association. Then, simply develop a short, point-navigation leg
to your final destination.

13-4. ARCTIC TERRAIN

Arctic terrain includes those areas that experience extended periods of below freezing
temperatures. In these areas, the ground is generally covered with ice or snow during the
winter season. Although frozen ground and ice can improve trafficability, a deep
accumulation of snow can reduce it. Vehicles and personnel require special equipment and
care under these adverse conditions.

a. Operations. Both the terrain and the type and size of unit operations vary greatly in
arctic areas. In open terrain, armored and mechanized forces will be effective although they
will have to plan and train for the special conditions. In broken terrain, forests, and
mountains, light forces will predominate as usual. However, foot movement can take up to
five times as long as it might under warmer conditions.

b. Interpretation and Analysis. Both the terrain and cultural features you may
confront in winter may vary to any extreme, as can the weather. The common factor is an
extended period of below-freezing temperatures. The terrain may be plains, plateaus, hills,
or mountains. The climate will be cold, but the weather will vary greatly from place to place.
Most arctic terrain experiences snow, but some claim impressive accumulations each season,
such as the lake-effected snow belts off Lake Ontario near Fort Drum, New York. Other
areas have many cold days with sunshine and clear nights, and little snow accumulation.

(1) In areas with distinct local relief and scattered trees or forests, the absence of foliage
makes movement by terrain association easier; observation and fields of fire are greatly
enhanced except during snowstorms. But in relatively flat, open areas covered with snow
(especially in bright sunlight), the resulting lack of contrast may interfere with your being
able to read the land. With foliage gone, concealment (both from the ground and from the
air) is greatly reduced. As in desert areas, you must make better use of the terrain to conceal
your movements.

(2) Frozen streams and swamps may no longer be obstacles, and thus identification of
avenues of approach may be difficult in winter. However, the concept as to what is key
terrain is not likely to be affected.

c. Navigation. Special skills may be required in arctic terrain, such as the proper use
of winter clothing, skis, and snowshoes; but this does not affect your navigation strategies.
There are no special techniques for navigating in arctic terrain. Just be aware of the
advantages and disadvantages that may present themselves and make the most of your
opportunities while applying the four steps and two techniques for land navigation.

(1) Remember, the highest caliber of leadership is required to ensure that all necessary
tasks are performed, that security is maintained, and that soldiers and their equipment are
protected from the physical effects of very low temperatures. There is a great temptation to
do less than a thorough job at whatever the task may be when you are very cold.


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(2) Night navigation may be particularly enhanced when operating in arctic terrain.
Moonlight and starlight on a clear night reflect off the snow, thus enabling you to employ
daytime terrain association techniques with little difficulty. Even cloudy winter nights are
often brighter than clear moonlit summer nights when the ground is dark and covered with
foliage. Movements with complete light discipline (no black-out drives) can often be
executed. On the other hand, areas with severe winter climates experience lengthy periods
of darkness each day, which may be accompanied by driving snow and limited visibility.

13-5. URBAN AREAS

The world continues to become more urbanized each year; therefore, it is unlikely that all
fighting will be done in rural settings. Major urban areas represent the power and wealth of
a particular country in the form of industrial bases, transportation complexes, economic
institutions, and political and cultural centers. Therefore, it may be necessary to secure and
neutralize them. When navigating in urban places, it is man-made features, such as roads,
railroads, bridges, and buildings that become important, while terrain and vegetation become
less useful.

a. Interpretation and Analysis. Military operations on urbanized terrain require
detailed planning that provides for decentralized execution. As a result of the rapid growth
and changes occurring in many urban areas, the military topographic map is likely to be
outdated. Supplemental use of commercially produced city maps may be helpful, or an
up-to-date sketch can be made.

(1) Urbanized terrain normally offers many A As for mounted maneuver well forward
of and leading to urban centers. In the proximity of these built-up areas, however, such
approach routes generally become choked by urban sprawl and perhaps by the nature of
adjacent natural terrain. Dismounted forces then make the most of available cover by moving
through buildings and underground systems, along edges of streets, and over rooftops. Urban
areas tend to separate and isolate units, requiring the small-unit leader to take the initiative
and demonstrate his skill in order to prevail.

(2) The urban condition of an area creates many obstacles, and the destruction of many
buildings and bridges as combat power is applied during a battle further limits your freedom
of movement. Cover and concealment are plentiful, but observation and fields of fire are
greatly restricted.

b. Navigation. Navigation in urban areas can be confusing, but there are often many
cues that will present themselves as you proceed. They include streets and street signs;
building styles and sizes; the urban geography of industrial, warehousing, residential
housing, and market districts; man-made transportation features other than streets and roads
(rail and trolley lines); and the terrain features and hydrographic features located within the
built-up area. Strategies for staying on the route in an urban area include:

(1) Process Route Descriptions. Write down or memorize the route through an urban
area as a step-by-step process. For example, "Go three blocks north, turn left (west) on a
wide divided boulevard until you go over a river bridge. Turn right (north) along the west
bank of the river, and. . . "

(2) Conceptual Understandings of the Urban Area. While studying the map and
operating in a built-up area, work hard to develop an understanding (mental map) of the
entire area. This advantage will allow you to navigate over multiple routes to any location.


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It will also preclude your getting lost whenever you miss a turn or are forced off the planned
route by obstacles or the tactical situation.

(3) Resection. Whenever you have a vantage point to two or more known features
portrayed on the map, do not hesitate to use either estimated or plotted resection to pinpoint
your position. These opportunities are often plentiful in an urban setting.


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CHAPTER 14

UNIT SUSTAINMENT


Land navigation is a skill that is highly perishable. The soldier must
continually make use of the skills he has acquired to remain proficient in
them. The institution is responsible for instruction in the basic techniques of
land navigation. The institution tests these skills each time a soldier attends
a leadership course. However, it is the unit's responsibility to develop a
program to maintain proficiency in these skills between institution courses.
The unit sustainment program provides training that builds on and reinforces
the skills the soldier learned in the institution. It should use the buildingblock approach to training: basic map reading instruction or review,
instruction on land navigation skills, dead reckoning training, dead
reckoning practice, terrain association training, terrain association practice,
land navigation testing, and building of leader skills. These leader skills
should include following a route selected by the commander and planning
and following a route selected by the leader. The unit trainer should be able
to set up a sustainment program, a train-the-trainer program, and a land
navigation course for his unit's use. It is recommended that units develop a
program similar to the one outlined in this chapter. Complete lesson outlines
and training plans are available by writing to Commander, 29th Infantry
Regiment, ATTN: ATSH-INB-A, Fort Benning, GA 31905-5595.

14-1. SET UP A SUSTAINMENT PROGRAM

The purpose of setting up a sustainment program in the unit is to provide soldiers with
training that reinforces and builds on the training that they have received in the institution.
All soldiers should receive this training at least twice a year. The program also provides the
unit with a means of identifying the areas in which the soldiers need additional training.

a. Training Guidance. The unit commander must first determine the levels of
proficiency and problems that his unit has in land navigation. This determination can be done
through after-action reports from the unit's rotations to NTC/JRTC, ARTEP final reports,
feedback from his subordinates, personal observation, and annual training. Once the unit
commander decides where his training time should be concentrated, he can issue his training
guidance to his subordinate leaders. He also directs his staff to provide training sites,
resources, and time for the units to train land navigation. It is recommended that land
navigation be trained separately, not just included as a subtask in tactical training.

b. Certification. The unit commander must also provide his subordinate commanders
with a means of certifying training. The unit staff must provide subject matter experts to
ensure the training meets the standards decided upon by the unit commander. Instructors
should be certified to instruct, and courses should be certified before the unit uses it.

c. Program Development. The sustainment program should meet the requirements of
all of the unit's soldiers. It should address all skills from basic map reading to leaders'
planning and executing a route. The program should cover the following:

• Diagnostic examination.

• Map reading instruction/review.


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• Land navigation skills training.

• Dead reckoning training/practice.

• Terrain association training/practice.

• Land navigation written/field examination.

• Leaders' training and testing.

The sustainment program should be developed and then maintained in the unit's training
files. The program should be developed in training modules so that it can be used as a whole
program or used separately by individual modules. It should be designed so the commander
can decide which training modules he will use, depending on the proficiency of the unit. The
unit commander need only use those modules that fit his training plan.

14-2. SET UP A TRAIN-THE-TRAINER PROGRAM

The purpose of a train the trainer program in the unit is to develop trainers capable of
providing soldiers with the confidence and skills necessary to accomplish all assigned land
navigation tasks.

a. Development of the Program. The unit commander should appoint a cadre of
officers and NCOs to act as primary and alternate instructors for land navigation training.
Use the training modules the unit has developed and have these soldiers go through each
module of training until they can demonstrate expertise. Determine which instructors
conduct each module of training and have them practice until they are fully prepared to give
the training. These instructors act as training cadre for the entire unit. They train their peers
to instruct the subordinate units, and they certify each unit's training.

b. Conduct of Training. Conduct training at the lowest level possible. Leaders must
be included in all training to keep unit integrity intact.

14-3. SET UP A LAND NAVIGATION COURSE

The unit commander provides specific guidance on what he requires in the development of
a land navigation course. It depends upon the unit's mission, training plan, and tasks to be
trained. There are basic guidelines to use when setting up a course.

a. Determine the Standards. The unit commander determines the standards for the
course. Recommended standards are as follows:

(1) Distance between points: no less than 300 meters; no more than 1,200 meters.

(2) Total distance of lanes: no less than 2,700 meters; no more than 11,000 meters.

(3) Total number of position stakes: no less than seven for each lane; no more than nine
for each lane.

(4) Time allowed: no less than three hours; no more than four hours.

b. Decide on the Terrain. The unit should use terrain that is similar to terrain they will
be using in tactical exercises. Terrain should be different each time training is conducted;
the training area for a dismounted course needs to be at least 25 square kilometers. Mounted
courses require twice as much terrain so that vehicles are not too close to each other.

c. Perform a Map and Ground Reconnaissance. Check the terrain to determine
position stake locations, look for hazards, and to develop training briefings.

(1) Plot the locations of your position stakes on a l:50,000-scale map.

(2) Fabricate or order position stakes.


14-2


FM 3-25.26


(3) Request support from the local engineer or field artillery unit to survey the position
stakes in.

(4) Survey the position stakes in and emplace them.

(5) Certify the course by having your SMEs negotiate each lane of the course.

(6) Prepare course requirement sheets and print them.

(7) Complete a risk assessment of the training area.

(8) Begin teaching.

This sequence can be used to develop any type of land navigation course. The difference in
each course depends on the commander's guidance.


14-3


FM 3-25.26


APPENDIX A

FIELD SKETCHING


A sketch is a free-hand drawing of a map or picture of an area or route
of travel. It shows enough detail and has enough accuracy to satisfy special
tactical or administrative requirements.

A-l. PURPOSE

Sketches are useful when maps are not available or the existing maps are not adequate, or
to illustrate a reconnaissance or patrol report. Sketches may vary from hasty to complete and
detailed, depending upon their purpose and the degree of accuracy required. For example,
a sketch of a large minefield will require more accuracy than a hasty sketch of a small unit's
defensive position.

A-2. MILITARY SKETCHES

The scale of a sketch is determined by the object in view and the amount of detail required
to be shown. The sketch of a defensive position for a platoon or company normally calls for
a sketch of larger scale than a sketch for the same purpose for a division. Military sketches
also include road and area sketches.

a. Field Sketches. A field sketch (Figure A-l) must show the north arrow, scale,
legend, and the following features:

• Power lines.

• Rivers.

• Main roads.

• Towns and villages.

• Forests.

• Rail lines.

• Major terrain features.

b. Road Sketches. These sketches show the natural and military features on and in the
immediate vicinity of the road. In general, the width of terrain sketches will not exceed 365
meters on each side of the road. Road sketches may be used to illustrate a road when the
existing map does not show sufficient detail.

c. Area Sketches. These sketches include those of positions, OPs, or particular places.

(1) Position Sketch. A position sketch is one of a military position, campsite, or other
area of ground. To effectively complete a position sketch, the sketcher must have access to
all parts of the area being sketched.

(2) Observation Post Sketch. An OP sketch shows the military features of ground along
a friendly OP line as far toward the enemy position as possible.

(3) Place Sketch. A place sketch is one of an area made by a sketcher from a single point
of observation. Such a sketch may cover ground in front of an OP line, or it may serve to
extend a position or road sketch toward the enemy.


A-1


FM 3-25.26


Figure A-1. Sketch map.


A-2


FM 3-25.26


APPENDIX B

MAP FOLDING TECHNIQUES


One of the first considerations in the care of maps is its proper folding.

B-l. FOLDING METHODS

Figures B-l and B-2 show ways of folding maps to make them small enough to be carried
easily and still be available for use without having to unfold them entirely.


Figure B-1. Two methods of folding a map.

B-2. PROTECTION METHOD

After a map has been folded, it should be pasted in a folder for protection. Apply adhesive
to the back of the segments corresponding to A, F, L, and Q (Figure B-2, page B-2).


B-1


FM 3-25.26


Figure B-2. How to slit and fold a map for special use.

B-3. PRACTICE CUT

It is suggested that before attempting to cut and fold a map in the manner illustrated in
Figure B-2, make a practice cut and fold with a piece of paper.


B-2


FM 3-25.26


APPENDIX C

UNITS OF MEASURE AND CONVERSION FACTORS

This appendix provides conversion tables for units of measure and
conversion factors that are used in military operations.


12 inches


=


1 foot


36 inches


=


1 yard


3 feet


=


1 yard


1 ,760 yards


=


1 mile statute


2,026.8 yards


=


1 mile nautical


5,280 feet


=


1 mile statute


6,080.4 feet


=


1 mile nautical


63,360 inches


=


1 mile statute


72,963 inches


=


1 mile nautical


Table C-1. English system of linear measure.


1 millimeter


=


0.1 centimeter


0.0393 inches


10 millimeters


=


1 .0 centimeter


0.3937 inches


10 centimeters


=


1.0 decimeter


3.937 inches


10 decimeters


=


1.0 meter


39.37 inches


10 meters


=


1.0 decameter


32.81 feet


10 decameters


=


1 .0 hectometer


328.1 feet


10 hectometers


=


1.0 kilometer


0.62 mile


10 kilometers


=


1 .0 myriameter


6.21 miles


Table C-2. Metric system of linear measure.


1 mil
1 grad
1 degree


1/6400 circle
1/400 circle
1/360 circle


0.05625°
16.0 mils
about 17.8 mils


0.0625 grad
0°54' = 0.9°

about 1.1 grad


Table C-3. Equivalent units of angular measure.


C-1


FM 3-25.26


ONE


INCHES


FEET


YARDS


STATUTE
MILES


NAUTICLE
MILES


mm


Inch


1


0.0833


0.0277


-


-


25.40


Foot


12


1


0.333


-


-


304.8


Yard


36


3


1


0.00056


-


914.4


Statute Mile


63,360


5,280


1,760


1


0.8684


-


Nautical Mile


72,963


6,080


2,026


1.1516


1


-


Millimeter


0.0394


0.0033


0.0011


-


-


1


Centimeter


0.3937


0.0328


0.0109


-


-


10


Decimeter


3.937


0.328


0.1093


-


-


100


Meter


39.37


3.2808


1.0936


0.0006


0.0005


1,000


Decameter


393.7


32.81


10.94


0.0062


0.0054


10,000


Hectometer


3,937


328.1


109.4


0.0621


0.0539


100,000


Kilometer


39,370


3,281


1,094


0.6214


0.5396


1,000,000


Myriameter


393,700


32,808


10,936


6.2137


5.3959


10,000,000


ONE


cm


dm


M


dkm


hm


km


mym


Inch


2.540


0.2540


0.0254


0.0025


0.0003


-


-


Foot


30.48


3.048


0.3048


0.0305


0.0030


0.0003


-


Yard


91.44


9.144


0.9144


0.0914


0.0091


0.0009


-


Statute Mile


160,930


16,093


1,609


160.9


16.09


1.6093


0.1609


Nautical Mile


185,325


18,532


1,853


185.3


18.53


1.8532


0.1853


Millimeter


0.1


0.01


0.001


0.0001


-


-


-


Centimeter


1


0.1


0.01


0.001


0.0001


-


-


Decimeter


10


1


0.1


0.01


0.001


0.0001


-


Meter


100


1


1


0.1


0.01


0.001


0.0001


Decameter


1,000


10


10


1


0.1


0.01


0.001


Hectometer


10,000


100


100


10


1


0.1


0.01


Kilometer


100,000


1,000


1,000


100


10


1


0.1


Myriameter


1,000,000


10,000


10,000


1000


100


10


1


Table C-4. Conversion factors.


C-2


FM 3-25.26


Example I


Problem: Reduce 76 centimeters to (?) inches.
76 cm x 0.3937 = 29 inches

Answer: There are 29 inches in 76 centimeters.


Example II

Problem: How many feet are there in 2.74 meters?
2.74


.3048


9 feet


Answer: There are approximately 9 feet in 2.74 meters.


SCALE


1 INCH EQUALS


1 CENTIMETER EQUALS


1:5,000
1:10,000
1:12,500
1:20,000
1:25,000
1:50,000
1:63,360
1:100,000
1:250,000
1:500,000


416.67 feet
127.00 meters

833.33 feet
254.00 meters

1,041.66 feet
317.00 meters

1,666.70 feet
508.00 meters

2,083.30 feet
635.00 meters

4,166.70 feet
1,270.00 meters

5,280.00 feet
1,609.30 meters

8,333.30 feet
2,540.00 meters

20,833.00 feet
6,350.00 meters

41,667.00 feet
12,700.00 meters


164.00 feet
50.00 meters

328.10 feet
100.00 meters

410.10 feet
125.00 meters

656.20 feet
200.00 meters

820.20 feet
250.00 meters

1,640.40 feet
500.00 meters

2,078.70 feet
633.60 meters

3,280.80 feet
1,000.00 meters

8,202.00 feet
2,500.00 meters

16,404.00 feet
5,000.00 meters


Table C-5. Ground distance at map scale.


C-3


FM 3-?fi ?fi


APPENDIX D

JOINT OPERATIONS GRAPHICS


Joint operations graphics (paragraph 2-6b[4]) are based on the
format of the standard 1:250, 000-scale military topographic maps. They
contain additional information needed in present-day joint air-ground
operations.

D-l. TYPES

Each JOG is prepared in two types; one is designed for air operations and the other for
ground operations. Each version is identified in the lower margin as JOINT
OPERATIONS GRAPHIC (AIR) or JOINT OPERATIONS GRAPHIC (GROUND).

D-2. BASIC CONTENTS

The basic topographic information is the same on both JOG versions.

a. Power transmission lines are symbolized as a series of purple pylons connected
by a solid purple line.

b. Airports, landing facilities, and related air information are shown in purple. The
purple symbols that may be unfamiliar to the user are shown in the legend in the margin.

c. The top of each obstruction to air navigation is identified by its elevation above
sea level and its elevation above ground level.

d. Along the north and east edges of the graphic, detail is extended beyond the
standard sheet lines to create an overlap with the graphics to the north and to the east.

e. Layer tinting (paragraph 10-2a) and relief shading (paragraph 10-2c) are added as
an aid to interpreting the relief.

f. The incidence of the graphic in the world geographic reference system (paragraph
4-8b) is shown by a diagram in the margin.

D-3. JOINT OPERATIONS GRAPHIC (AIR)

The JOG (AIR) series, prepared for air use, contains detailed information on air facilities
such as radio ranges, runway lengths, and landing surfaces. The highest terrain elevation
in each 15-minute quadrangle is identified by the large open-faced figures shown in the
legend. Elevations and contours on JOG (AIR) sheets are given in feet.

D-4. JOINT OPERATIONS GRAPHIC (GROUND)

The JOG (GROUND) series is prepared for use by ground units, and only stable or
permanent air facilities are identified. Elevations and contours are located in the same
positions as on the air version, but are given in meters.


D-1


FM 3-25.26


APPENDIX E

EXPORTABLE TRAINING MATERIAL


This appendix provides information on the exportable training material
available for unit training in basic land navigation skills. These materials are
available from the Army Research Institute, Fort Benning Field Unit, Fort
Benning, Georgia 31905.

E-l. PLANNING TO NAVIGATE

This training material describes the planning process in detail. Planning may be the most
important aspect of land navigation. Planning to navigate includes background information
for map interpretation, a practical example in planning to navigate, and a description of how
to train these skills.

E-2. HOW TO TRAIN BASIC LAND NAVIGATION SKILLS

This training material offers guidance for unit training in basic land navigation skills. It
includes training modules for distance and location skills. Each module is self-contained, so
training can be given in each skill separately from other skills.

E-3. DISMOUNTED LAND NAVIGATION TECHNIQUE

This training material describes the process of navigating with an emphasis on movement
skills and the techniques and strategies that should be used while navigating. Critical training
covers how to put skills together for movement and how to decide which technique to use
in a certain situation.

E-4. MAP INTERPRETATION TERRAIN ASSOCIATION COURSE

The MITAC program is designed to teach terrain association through a "building block"
approach starting with simple elements first, then adding more complex information as the
soldier progresses from one level to another. The MITAC consists of three systematic
courses of instruction: basic, intermediate, and advanced.

E-5. ROUTE PLANNING GUIDE

The route planning guide provides the small-unit leader with a comprehensive reference
document, which he can use in learning to plan dismounted administrative or tactical moves.
It offers him a planning procedure that he can use in the field without any notes to plan
successful moves over unfamiliar terrain.

E-6. LAND NAVIGATION SUSTAINMENT PROGRAM

The land navigation sustainment program is designed to develop trainers that are capable of
providing soldiers with the confidence and skills necessary to accomplish all assigned land
navigation tasks and therefore to develop soldiers capable of accomplishing these tasks.


E-1


FM 3-25.26


APPENDIX F

ORIENTEERING


What is orienteering? Orienteering is a competitive form of land
navigation. It is for all ages and degrees of fitness and skill. It provides the
suspense and excitement of a treasure hunt. The object of orienteering is to
locate control points by using a map and compass to navigate through the
woods. The courses may be as long as 10 km.

F-l. HISTORY

Orienteering began in Scandinavia in the nineteenth century. It was primarily a military
event and was part of military training. It was not until 1919 that the modern version of
orienteering was born in Sweden as a competitive sport. Ernst Killander, its creator, can be
rightfully called the father of orienteering. In the early thirties, the sport received a technical
boost with the invention of a new compass, more precise and faster to use. The Kjellstrom
brothers, Bjorn and Alvan, and their friend, Brunnar Tillander, were responsible for this new
compass. They were among the best Swedish orienteers of the thirties, with several
individual championships among them. Orienteering was brought into the US in 1946 by
Bjorn Kjellstrom.

F-2. DESCRIPTION

Each orienteer is given a 1:50,000 topographic map with the various control points circled.
Each point has a flag marker and a distinctive punch that is used to mark the scorecard.
Competitive orienteering involves running from checkpoint to checkpoint. It is more
demanding than road running, not only because of the terrain, but because the orienteer must
constantly concentrate, make decisions, and keep track of the distance covered. Orienteering
challenges both the mind and the body; however, the competitor's ability to think under
pressure and make wise decisions is more important than speed or endurance.

F-3. THE COURSE

The orienteering area should be on terrain that is heavily wooded, preferably uninhabited,
and difficult enough to suit different levels of competition. The area must be accessible to
competitors and its use must be coordinated with appropriate terrain and range control
offices.

a. The ideal map for an orienteering course is a multi-colored, accurate, large-scale
topographic map. A topographic map is a graphic representation of selected man made and
natural features of a part of the earth's surface plotted to a definite scale. The distinguishing
characteristic of a topographic map is the portrayal of the shape and elevation of the terrain
by contour lines.

b. For orienteering within the United States, large-scale topographic (topo) maps are
available from the Defense Mapping Agency Hydrographic Topographic Center. The scale
suitable for orienteering is 1:50,000 (DMA).


F-1


FM 3-25.26


F-4. SETTING UP THE COURSE

The challenge for the course setter is to keep the course interesting, but never beyond the
individual's or group's ability. General guidance is to select locations that are easily
identifiable on the map and terrain, and accessible from several routes.

a. Those who set up the initial event should study a map for likely locations of control
points and verification of the locations. Better yet, they should coordinate with an
experienced competitor in selecting the course.

b. There are several forms of orienteering events. Some of the most common are route,
line, cross-country, and score orienteering.

(1) Route Orienteering. This form can be used during the training phase and in advanced
orienteering. In this type of event, a master or advanced competitor leads the group as they
walk a route. The beginners trace the actual route walked on the ground on their maps. They
circle the location of the different control points found along the walked route. When they
finish, the maps are analyzed and compared. During training, time is not a factor. Another
variation is when a course is laid out on the ground with markers for the competitor to
follow. There is no master map, as the course is traced for the competitor by flags or
markers. The winner of the event is the competitor who has successfully traced the route and
accurately plotted the most control points on his map.

(2) Line Orienteering. At least five control points are used during this form of
orienteering training. The competitor traces on his map a preselected route from a master
map. The object is to walk the route shown on the map, circling the control points on the
map as they are located on the ground (Figure F-l).


Figure F-1. Line orienteering.


F-2


FM 3-25.26


(3) Cross-Country Orienteering. This is the most common type of orienteering
competitions. It is sometimes called free or point orienteering and is considered to be the
most competitive and intriguing of all events (Figure F-2). In this event, all competitors must
visit the same controls in the same order. With the normal one-minute starting interval, it
becomes a contest of route choice and physical skill. The winner is the contestant with the
fastest time around the course.


Control Number

1
2
3
4
S
6
7


Coordinates
GL01 589334
GL02709323
GL035O926O
GL02229155
GL01 709046
GL00659125
GL01 509218


Control Coda

WE
WT
DA
WK
CM
RD
JD


Description of Clues
Cemetery, nothern part
Creek Junction-center
Draw, center
South end of runway
East end of pond
Hilltop 134-top
SpuM SO southeast of hilltop


Figure F-2. A cross-country orienteering map.

(a) After selecting the control points for the course, determine the start and finish
locations. The last control should be near the finish. In describing each control's location, an
eight-digit grid coordinate and a combination of two letters identifying the point (control
code) should be included in each descriptive clue list that is normally given to each
competitor at least two minutes before his start time.

(b) There are usually 6 to 12 control markers on the course in varying degrees of
difficulty and distances apart so that there are no easy, direct routes. Instead, each competitor
is faced with many choices of direct but difficult routes, or of indirect but easier routes. Each
control's location is circled, and the order in which each is to be visited is clearly marked on
the master map. The course may be a closed transverse with start and finish collocated, or
the start and finish may be at different locations. The length of the course and difficulty of
control placement varies with the competitors' degree of expertise. Regardless of the class
of event, all competitors must indicate on their event cards proof of visiting the control
markers. Inked stamps, coded letters, or punches are usually used to do this procedure.


F-3


FM 3-25.26


NOTE: The same orienteering range may serve in both cross-country and score events.
However, a separate set of competitor maps, master maps, and event cards are
necessary.

(4) Score orienteering. In this event, the area chosen for the competition is blanketed
with many control points (Figure F-3). The controls near the start/finish point (usually
identical in this event) have a low point value, while those more distant or more difficult to
locate have a high point value. (See Figure F-6 for a sample card.) This event requires the
competitor to locate as many control markers as he can within the specified time (usually 90
minutes). Points are awarded for each control visited and deducted for exceeding the
specified time. The competitor with the highest point score is the winner.


Description of Clues
Railroad bridge-north
Top of hill

North of pond-swamp
Center-creek junction
Building -dead end
Ruins

Road j unction- no rth
Building-west end of pond
Top of hill
East end of lake


Figure F-3. A score orienteering map.

(a) Conducting a score event at the start is basically the same as the cross-country event.
The competitor is given a map and an event card. The event card lists all the controls with
their different point values. When released to the master map, the competitor finds the circles
and numbers indicating the location of all the controls listed on his event card. He copies all
the red circles on his map. Then he chooses any route he wishes to take in amassing the


F-4


FM 3-25.26


highest possible point score in the time available. The course is designed to ensure that there
are more control points than can possibly be visited in the allotted time. Again, each control
marker visited must be indicated on the event card.

(b) It is important for the competitor to take time initially to plot the most productive
route. A good competitor may spend up to 6 minutes in the master map area while plotting
the ideal route.

(c) There is no reward for returning early with time still available to find more points,
so the good competitor must be able to coordinate time and distance with his ability in land
navigation in running the course.

F-5. OFFICIALS

The same officials can be used at the start and finish. More officials or assistants can be
used; the following material lists the minimum that can be used for a competition. They
include the following:

a. At The Start.

(1) Course Organizer — Briefs the orienteers in the assembly area, issues event cards and
maps, and calls orienteers forward to start individually.

(2) Recorder — Records orienteer's name and start time on recorder's sheet, checks
orienteer's name and start number on his event card, and issues any last-minute instructions.

(3) Timer — Controls the master clock and releases the orienteers across the start line at
their start time (usually at one-minute intervals) to the master map area.

b. At The Finish.

(1) Timer — Records finish time of each orienteer on the orienteer's event card and passes
card to recorder.

(2) Recorder — Records finish time of each orienteer on the orienteer's event card and
passes card to recorder.

(3) Course Organizer — Verifies correctness of names, finish times, and final score;
posts orienteers' positions on results board; and accounts for all orienteers at the end of
event.

F-6. START/FINISH AREA

The layout of the start/finish areas for orienteering events is basically the same for all forms.

a. Assembly Area. This is where orienteers register and receive instructions, maps,
event cards, and start numbers. They may also change into their orienteering clothes if
facilities are available, study their maps, and fill out their event cards here. Sanitation
facilities should be available in this area.

b. Start. At the start, the orienteer reports to the recorder and timer's table to be logged
in by the recorder and released by the timer.

c. Master Map Area. There are three to five master maps 20 to 50 meters from the
start. When the orienteer arrives at this area, he must mark his map with all the course's
control points. Having done this, he must decide on the route that he is to follow. The good
orienteer takes the time to orient his map and carefully plot his route before rushing off. It is
a good idea to locate the master map area out of sight of the start point to preclude orienteers
tracking one another.


F-5


FM 3-25.26


d. Equipment. The following is a list of equipment needed by the host of an
orienteering event:

Master maps, three to five, mounted.

Competitor maps, one each.

Event cards, one each.

Recorder's sheets, two.

Descriptive clue cards, one each.

Time clocks, two.

Rope, 100 to 150 feet, with pegs for finish tunnel.

Card tables, one or two.

Folding chairs, two or three.

Results board.

Control markers, one per point.

Extra compasses.

Whistle, for starting.

First aid kit.

Colored tape or ribbon for marking route to master map and from last control point

to finish.

e. Control Markers. These are orange-and- white markers designating each control
point (Figure F-4). Ideally, they should have three vertical square faces, forming a triangle
with the top and bottom edges. Each face should be 12 inches on a side and divided
diagonally into red and white halves or cylinders (of similar size) with a large, white,
diagonal stripe dividing the red cylinder. For economy or expediency, 1 -gallon milk cartons,
5-gallon ice cream tubs, 1 -gallon plastic bleach bottles, or foot-square plaques, painted in
the diagonal or divided red and white colors of orienteering, may be used.


Figure F-4. Control markers.

(1) Each marker should have a marking or identification device for the orienteer to use
to indicate his visit to the control. This marker may be the European-style punch pliers, a
self-inking marker, different colored crayons at each point, different letter combinations,
different number combinations, or different stamps or coupons. The marking device must
be unique, simple, and readily transcribable to the orienteers' event cards.


F-6


FM 3-25.26


(2) The control marker should normally be visible from at least 10 meters. It should not
be hidden.

f. Recorder's Sheets. A suggested format for the recorder's sheet is depicted in
Figure F-5.


RECORDER'S SHEET


NAME


No.


Team-Class


Stan
Time


Finish
Time


Time

Taken


Control*
Missed


Position


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i:c/_-m:


... WJ


. "...:


;.::~;:: :.-..;.


iV '\"Jj. *ii. : ;. r 2


>.:.


■


: '■: :


%?


:;:■.


Figure F-5. Recorder's sheet.


F-7


FM 3-25.26


g. Event Card. The event card can be made before the event and should be as small as
possible, as it is carried by the competitor. It must contain the following items: name, start
number, start time, finish time, total time, place, and enough blocks for marking the control
points. As indicated earlier, it may also contain a listing of descriptive clues (Figure F-6).


CROSS-COUNTRY ORIENTEERING TEAM


NAME

NAME

CHECKPOINTS


1


2


3


4


5


6


TEAM


FINISH TIME


NOTE: Altco


are located at eye level on trees.


Total Value ol Po!irts_

Penalty Points

Final Score


1 . All work Is Individual team effort.

2. You must not join with or coordinate with any
other team,

3. You must personally visit each point you Indicate
on your scorecard.


Figure F-6. Cross-country orienteering event card.


h. Results Board. This board displays the orienteer's position in the event at the finish
(Figure F-7). There are a variety of ways of displaying the results, from blackboard to
ladder-like to a clothesline-type device where each orienteer's name, point score, and times
are listed.


Figure F-7. Results board.


F-8


FM 3-25.26


i. Clue Description Card. These cards are prepared with the master maps after the
course is set. They contain the descriptive clues for each control point, control code, grid
coordinate references, returning time for competitors, removal times for each location, and
panic azimuth (Figure F-8). The terminology on these must be identical to that listed in the
definition section. These cards and the master maps must be kept confidential until the
orienteers start the event.


SCORE ORIENTEERING EVENT


LAND NAVIGATION II


NAMF
NAMF


COMPANY

COMPANY,


SCORE ORIENTEERING

Description Clues of Control Sigm


TFflM


POI NTS VALUE DESCRIPTION CLUE


STARTING 1
FINISHING 1


IMF


1 J& 10 SE SLOPE OF HILL 1211

2 10 CREST OF HILL 1211
3^^ TO SADDLE

*^^^0% EDGE OF RIDGE


IMF


J^6^KJtBt11[ NW CREST OF RIDGE


1


6


11


IS


4

—


^Vbi^JaO CREST OF HILL
^^k%?^ 20 CREST OF HILL


2


7


12


"


-


8 20 TOP OF SEVERE DRAW

9 20 SW CREST OF RIDGE


s


^ ■:


3


8


13


: "
18


\


>^0 10 10 METERS N OF RJ
11 IS CREST OF NW SPUR OF
HIDGE


;■;'•


12 10 HIGH POINT OF KNOLL


4


3


14 .,


19


13 20 HIGH POINT ON HILL

SIDE


5


10


16


20


14 20 NE CORNER OF BLACK
CAP MOUNTAINS


Total Valua of Point!


15 20 CREST OF SMALL HILL

16 15 NW CREST Of RIDGE


Penalty Points


17 10 50 METERS OFF RJ


Final Score


18 10 10 METERS OFF ROAD

19 10 20 METERS SE OF RJ

20 10 CENTER OF R J

NOTE: All control ligns are located at eye level on
traej.

1 . ALL WORK IS INDIVIDUAL TEAM EFFORT.

2. YOU MUST NOT JOIN WITH OR COORDINATE
WITH ANY OTHER TEAM.

3. YOU MUST PERSONALLY VISIT EACH POINT
YOU INDICATE ON YOUR SCORECARD.


Figure F-8. Clue description card.

j. Scoring. The cross-country or free event is scored by the orienteer's time alone. All
control points must be visited; failure to visit one results in disqualification. In this event,
the fastest time wins.

(1) A variation that can be introduced for novices is to have a not- later- than return time
at the finish and add minutes to the orienteer's final time for minutes late and control points
not located.


F-9


FM 3-25.26


(2) The score event requires the amassing of as many points as possible within the time
limit. Points are deducted for extra time spent on the course, usually one point for each
10 seconds extra.

k. Prizes. A monetary prize is not awarded. A suggested prize for beginners is an
orienteering compass or some other practical outdoor-sports item.

F-7. SAFETY ON THE COURSE

A first aid kit must be available at the start and finish. One of the officials should be trained
in first aid or have a medic at the event. Other safety measures include:

a. Control Points. Locate the controls where the safety of the competitor is not
jeopardized by hazardous terrain or other circumstances.

b. Safety Lane. Have a location, usually linear, on the course where the competitor may
go if injured, fatigued, or lost. A good course will usually have its boundary as a safety lane.
Then a competitor can set a panic azimuth on the compass and follow it until he reaches the
boundary.

c. Finish Time. All orienteering events must have a final return time. At this time, all
competitors must report to the finish line even if they have not completed the course.

d. Search-and-Rescue Procedures. If all competitors have not returned by the end of
the competition, the officials should drive along the boundaries of the course to pick up the
missing orienteers.

F-8. CONTROL POINT GUIDELINES

When the control point is marked on the map as well as on the ground, the description of that
point is prefaced by the definite article the; for example, the pond. When the control point
is marked on the ground but is not shown on the map, then the description of the point is
prefaced by the indefinite article a; for example, a trail junction. In this case, care must be
taken to ensure that no similar control exists within at least 25 meters. If it does, then either
the control must not be used or it must be specified by a directional note in parentheses; for
example, a depression (northern). Other guidelines include:

a. Points of the compass are denoted by capital letters; for example, S, E, SE.

b. Control points within 100 meters of each other or different courses are not to be on
the same features or on features of the same description or similar character.

c. For large (up to 75 meters across) features or features that are not possible to see
across, the position of the control marker on the control point should be given in the
instructions. For example, the east side of the pond; the north side of the building.

d. If a very large (100 to 200 meters) feature is used, the control marker should be
visible from most directions from at least 25 meters.

e. If a control point is near but not on a conspicuous feature, this fact and the location
of the marker should be clearly given; for example, 10 meters E of the junction. Avoid this
kind of control point.

f. Use trees in control descriptions only if they are prominent and a totally different
species from those surrounding. Never use bushes and fauna as control points.

g. Number control points in red on the master map.

h. For cross-country events, join all control points by a red line indicating the course's
shape.


F-10


FM 3-25.26


F-9. MAP SYMBOLS

The map symbols in Figure F-9 are typical topographic and cultural symbols that can be
selected for orienteering control points. The map cutouts have been selected from DMA
maps.


1.

ROAD JUNCTION

Where one road Joins

another


ROAD INTERSECTION

Where one road crosses

another


3.

CUHVE
A bend in the road


W^%M^


ml


Figure F-9. Map symbols.


F-11


FM 3-25.26


DEAD END

Where a road stops with

no outlets


TRAIL JUNCTION
Where two trails join


TRAIL DEAD END
Where the trail stop*


TRAIL CURVE


S.

ROAD AND TRAIL JUNCTION

Where a road Intersects with

two trails


Figure F-9. Map symbols (continued).


F-12


FM 3-25.26


ROAD AND TRAIL INTERSECTION
Where ■ road crosses ■ trail


RT^*


r^Z


.(1


;l> ' <(


10.

INTERMITTENT STREAM

JUNCTION


11.

STREAM JUNCTION


12,
BEND IN STREAM


13.
POND'S EASTERNMOST POINT


■J r. JJBHS ' ■£»■ j'Hl

flESScaC^i^- ^^


Si


if V


SS3IS®'


SSL^r^K^S^


Figure F-9. Map symbols (continued).


F-13


FM 3-25.26


14.

POND


15.

OUTLET

Where water flows out of pond


16.

INLET

Where water flows Into a pond


17.

MARSHY OR SWAMPY POND


is.

TRAIL AND STREAM

INTERSECTION

Where a trail crosses a stream

{In most cases, there Is no bridge)


Figure F-9. Map symbols (continued).


F-14


FM 3-25.26


19.

ISLAND

Land surrounded by water


asgiiagaga


20.
HILLTOP

The highest elevation of
a landmark


21.

RIDGE

The trail follows the path ol

a ridge


22,

SADDLE

The low point between two or

more points ol higher ground


^W


23.

STEEP SIDE OF A HILL


Figure F-9. Map symbols (continued).


F-15


FM 3-25.26


24.

DRAWS


/


25.

SPUR


26.

DRAW OR BEGINNING OF

A VALLEY


27.

SEMILEVEL GROUND ALONG THE
PATH OF A RIDGE


28.

JUNCTION OF STREAMS

Two Intermittent streams join

another stream


Figure F-9. Map symbols (continued).


F-16


FM 3-25.26


29.

VALLEY

In both direction* ot * creek


30.
CREEK JUNCTION


31.

DRAW WITH INTERMITTENT
STREAM


32.
HILLTOP


33.

VALLEY


Figure F-9. Map symbols (continued).


F-17


FM 3-25.26


34.
SPOT ELEVATION


35.

ORCHARD


36.

MARSH OR SWAMP


37.

DEPRESSION


V ^


',89


'328


\


Figure F-9. Map symbols (continued).


F-18


FM 3-25.26


(1) CUT

(2) FILL


Figure F-9. Map symbols (continued).

F-10. ORIENTEERING TECHNIQUES

The orienteer should try not to use the compass to orient the map. The terrain association
technique is recommended instead. The orienteer should learn the following techniques:

a. Pacing. One of the basic skills that the orienteer should develop early is how to keep
track of distance traveled while walking and running. This is done on a 100-meter pace
course.

b. Thumbing. This technique is very simple, but the map has to be folded small to use
it. The orienteer finds his location on the map and places his thumb directly next to it. He
moves from point to point on the ground without moving his thumb from his initial location.
To find the new location, the only thing that he has to do is look at the map and use his
thumb as a point of reference for his last location. This technique prevents the orienteer from
looking all over the map for his location.


F-19


FM 3-25.26


c. Handrails. This technique enables the orienteer to move rapidly on the ground by
using existing linear features (such as trails, fences, roads, and streams) that are plotted along
his route. They can also be used as limits or boundaries between control points (Figure F-
10).


Figure F-10. Handrails.

d. Attack Points. These are permanent known landmarks that are easily identified on
the ground. They can be used as points of reference to find control points located in the
woods. Some examples of attack points are stream junctions, bridges, and road intersections.

F-ll. CIVILIAN ORIENTEERING

Civilian orienteering is conducted under the guidelines of the United States Orienteering
Federation with at least 70 clubs currently affiliated. Although civilian orienteering is a form
of land navigation, the terms, symbols, and techniques are different from the military.

a. An expert military map reader/land navigator is by no means ready to compete in a
civilian orienteering event. However, military experience in navigating on the ground and
reading maps will help individuals to become good orienteers. Several orienteering practices
and complete familiarization with the map symbols and terms before participating in a real
orienteering event is recommended.

(1) Map. The standard orienteering map is a very detailed, l:15,000-scale, colored
topographical map. All orienteering maps contain only north-south lines that are


F-20


FM 3-25.26


magnetically drawn; this eliminates any declination conversions. Because of the absence of
horizontal lines, grid coordinates cannot be plotted and therefore are not needed.

(2) Symbols (Legend). Despite standard orienteering symbols, the legend in orienteering
maps has a tendency to change from map to map. A simple way to overcome this problem
is to get familiar with the legend every time that a different map is used.

(3) Scale. The scale of orienteering maps is 1:15,000. This requires an immediate
adjustment for the military land navigator, especially while moving from point to point. It
takes a while for a person that commonly uses a 1:50,000 scale to get used to the
orienteering map.

(4) Contours. The normal contour interval in an orienteering map is 5 meters. This
interval, combined with the scale, makes the orienteering maps so meticulously detailed that
a 1-meter boulder, a 3-meter shallow ditch, or a 1-meter depression will show on the map.
This may initially shock a new orienteer.

(5) Terms and Description of Clues. The names of landforms are different from those
commonly known to the military. For example, a valley or a draw is known as a reentrant;
an intermittent stream is known as a dry ditch. These terms, with a description of clues
indicating the position and location of the control points, are used instead of grid
coordinates.

b. The characteristics of the map, the absence of grid coordinates, the description of
clues, and the methods used in finding the control points are what make civilian orienteering
different from military land navigation.


F-21


FM 3-21.26


APPENDIX G

M2 COMPASS


The M2 compass (Figure G-l) is a rustproof and dustproof magnetic
instrument that provides slope, angle of site, and azimuth readings. One of
the most important features of the M2 compass is that it is graduated in mils
and does not require a conversion from degrees to mils as does the Ml
compass. It can be calibrated to provide a grid azimuth or it can be used
uncalibrated to determine a magnetic azimuth.

G-l. MAGNETIC NEEDLE

Except for the magnetic needle and its pivot, the compass is made of nonmagnetic materials.
When the cover is closed, the magnetic needle is automatically lifted from its pivot and held
firmly against the glass window. When the compass is open and leveled, the needle floats
freely upon its pivot and points to magnetic north. Note that both ends of the needle are
shaped like an arrow, and that one arrow is painted white and the other is black. It is the
white end of the needle that points to magnetic north. Because the needle is magnetic, it will
also be attracted to large iron or steel objects in the near vicinity, to electrical power lines,
and to operating generators (see paragraph 9-3b). Magnetic compass readings measured near
such objects are apt to be in error due to the magnetic attraction of these objects.


Figure G-1. M2 compass.

G-2. CIRCULAR LEVEL

The M2 compass has a circular level that is used to level the instrument when measuring
azimuths. The circular level bubble must be centered before reading the azimuth. The


G-1


FM 3-25.26


compass is equipped with front and rear sights for aligning on the object to which the
azimuth is desired.

G-3. COMPASS AZIMUTH SCALE

The compass azimuth scale is a circle divided into 6400 mils. Beginning with zero, the
graduations are numbered every 200 mils. The long, unnumbered graduations appearing
halfway between the numbered graduations are the odd-numbered hundreds (100, 300, 500,
and so forth). Short graduation marks divide each 100-mil segment into equal portions of 20
mils.

a. Reading the Azimuth Scale. Azimuths are read from the azimuth scale from the
black end of the compass needle.

b. Setting Up the Compass. To set up the M2 compass, open the cover and fold the
rear sight holder out parallel with the face of the compass. Fold the rear sight up,
perpendicular with its holder. Fold the front sight up, parallel with the mirror. Then fold the
cover (mirror) toward the compass until it is at an angle of approximately 45 degrees to the
face of the compass so that, with your eye behind the rear sight, the black end of the compass
needle can be readily viewed in the mirror. The compass is now set up for measuring an
azimuth.

c. Measuring an Azimuth. Once the compass is set up and all steel objects are at least
1 8 meters away from your position, you are ready to measure an azimuth. Hold the compass
in both hands at eye level with your arms braced against your body and with the rear sight
nearest your eyes. Sight through the rear sight and the window in the mirror and align the
hairline at the reflection of the face of the compass. Center the circular level bubble. With
the bubble centered and the hairline aligned on the object, look at the mirror reflection of the
compass scale and read the azimuth to which the black end of the needle is pointing.
Remember, magnetic attractions or movement by you may cause errors in your readings.


G-2


FM 3-25.26


APPENDIX H

ADDITIONAL AIDS


This appendix provides information on the operation and function of
already fielded, and soon to be fielded, devices that can be used as aids to
navigation.

H-l. AN/PVS-5, NIGHT VISION GOGGLES

These goggles are passive night vision devices. An infrared light source and positive control
switch permit close-in viewing under limited illumination. The AN/PVS-5 has a field of
view of 40 degrees and a range of 150 meters.

a. The device has the capability for continuous passive operation over a 15-hour period
without battery replacement. It weighs 1 .5 pounds and is face-mounted. An eyepiece diopter
is provided so the device can be worn without corrective lenses.

b. The device is designed to assist the following tasks: command and control, fire
control, reconnaissance, close-in surveillance, terrain navigation, first aid, operation and
maintenance of vehicles, selection of positions, traffic control, rear and critical area security,
patrolling, combat engineer tasks, radar team employment, resupply activities, and flight-line
functions.

c. It is a fielded system used by combat, CS, and CSS elements. The infantry, armor,
air defense, field artillery, aviation, engineer, intelligence, military police, transportation,
signal, quartermaster, chemical, maintenance, missile, and munitions units all use the device
to help accomplish their missions.

d. The AN/PVS-5 can assist the land navigator under limited visibility conditions.
Chemical lights may be placed at selected intervals along the unit's route of movement, and
they can be observed through the AN/PVS-5. Another navigation technique is to have one
person reading the map while another person reads the terrain, both using AN/PVS-5's. This
allows the map reader and the terrain interpreter to exchange information on what terrain is
observed, both on the map and on the ground. It allows each user to concentrate his
AN/PVS-5 on one task. Land navigation, especially mounted, is a task better performed by
more than one person. The above technique allows one soldier to perform map interpretation
in the cargo portion of the vehicle while another soldier, possibly the driver, transmits to him
information pertaining to the terrain observed on the ground.

H-2. AN/PVS-7, NIGHT VISION GOGGLES

The AN/PVS-7 is a lightweight (1.5 pounds), image intensification, passive night- vision
device that uses ambient light conditions. It has the same applications as the AN/PVS-5. It
is designed to be used in the same way as, and by the same units as, the AN/PVS-5. The
AN/PVS-7 has a field of view of 40 meters and a range of 300 meters in moonlight and 150
meters in starlight.

H-3. ENHANCED PLRS USER UNIT

The enhanced position location reporting system (EPLRS)/joint tactical information
distribution system (JTIDS), hybrid (PJH), is a computer-based system. It provides near realtime, secure data communications, identification, navigation, position location, and


H-1


FM 3-25.26


automatic reporting to support the need of commanders for information on the location,
identification, and movement of friendly forces.

a. The EPLRS is based on synchronized radio transmissions in a network of users
controlled by a master station. The major elements of a EPLRS community include the
airborne, surface vehicular, and man-pack users; the EPLRS master station; and an alternate
master station. The system can handle 370 user units in a division-size deployment per
master station with a typical location accuracy at 15 meters. The man-pack unit weighs
23 pounds and includes the basic user unit, user readout, antenna, backpack, and two
batteries.

b. The EPLRS are deployed at battalion and company level. Its use allows —

(1) Infantry or tank platoons to locate their positions, know the location of their friendly
units, navigate to predetermined locations, and be informed when near or crossing
boundaries.

(2) Artillery batteries to locate forward observers and friendly units, and position firing
batteries.

(3) Aircraft to locate their exact positions; know the location of other friendly units;
navigate to any friendly units, or a location entered by pilot; navigate in selected flight
corridors; and be alerted when entering or leaving corridors or boundaries.

(4) Command and control elements at all echelons to locate and control friendly
units/aircraft.

c. The network control station is located at brigade level to provide position
location/navigation and identification services. It also provides interface between the
battalion and company systems, and the JTIDS terminals.

d. It is fielded to infantry, armor, field artillery, military police, engineer, intelligence,
aviation, signal, and air defense artillery units.

e. The EPLRS is a system that allows units to navigate from one point to another with
the capability of locating itself and other friendly units equipped with the same system.

H-4. GLOBAL POSITIONING SYSTEM

The GPS is a space-based, radio-positioning navigation system that provides accurate
passive position, speed, distance, and bearing of other locations to suitably equipped users.

a. The system assists the user in performing such missions as siting, surveying, tactical
reconnaissance, sensor emplacement, artillery forward observing, close air support, general
navigation, mechanized maneuver, engineer surveying, amphibious operations, signal
intelligence operations, electronic warfare operations, and ground-based forward air control.

b. It can be operated in all weather, day or night, anywhere in the world; it may also be
used during nuclear, biological, and chemical warfare.

c. It has been widely fielded in both active and reserve component units. (See Appendix
J for more information on GPS.)

H-5. POSITION AND AZIMUTH DETERMINING SYSTEM

The PADS is a highly mobile, self-contained, passive, all-weather, survey-accurate
position/navigation instrument used by field artillery and air defense artillery units for fire
support missions. Its basis of issue is two sets per artillery battalion. The device is about the
size of a 3-kilowatt generator and weighs 322.8 pounds in operational configuration.


H-2


FM 3-25.26


a. The two-man PADS survey party uses the high-mobility, multipurpose, wheeled
vehicle, the commercial utility cargo vehicle, the small-unit support vehicle, or the Ml 51
1/4-ton utility truck. The system can be transferred while operating into the light observation
helicopter (OH-58A) or driven into the CH-47 medium cargo helicopter.

b. The system provides real-time, three-dimensional coordinates in meters and a grid
azimuth in mils. It also gives direction and altitude.

c. The PADS can be used by the land navigator to assist in giving accurate azimuth and
distance between locations. A unit requiring accurate information as to its present location
can also use PADS to get it. The PADS, if used properly, can assist many units in the
performance of their mission.


WARNING

Laser devices are potentially dangerous. Their rays can and will
burn someone's eyes if they look directly at them. Users should
not direct the beams at friendly positions or where they could
reflect off shiny surfaces into friendly positions. Other soldiers
must know where lasers are being used and take care not to look
directly at the laser beam.


H-6. GROUND-VEHICULAR LASER LOCATOR DESIGNATOR

The G/VLLD is the Army's long-range designator for precision-guided semi-active laser
weapons. It is two-man portable for short distances and can be mounted on the M113A1
interim FIST vehicle when it has the vehicle adapter assembly. The G/VLLD provides
accurate observer-to-target distance, vertical angle, and azimuth data to the operator. All
three items of information are visible in the operator's eyepiece display.

a. The G/VLLD is equipped with an AN/TAS-4 night sight. This night sight increases
the operator's ability to detect and engage targets during reduced visibility caused by
darkness or battlefield obscuration.

b. The G/VLLD can give the navigator accurate line-of-sight distance to an object. The
system can be used to determine its present location using resection and can assist the
navigator in determining azimuth and distance to his objective.

H-7. QUICK RESPONSE MULTICOLOR PRINTER

The QRMP is a self-contained, laser, xerography printer capable of reproducing maps,
photographs, annotated graphics, transparent originals, and digital terrain data in full color
on transparent material or standard map paper. The QRMP system will consist of a QRMP
housed in an 8' by 8' by 20' ISO shelter mounted on a 5-ton truck with a dedicated
military-standard 30-kilowatt generator. Each system will carry at least a seven-day supply
of all necessary materials.

a. The QRMP system has map size (24" by 30" paper size and 22.5" by 29" image size),
color printing, scanning and electronics subsystems. It produces the first copy in less than
five minutes in full color and sustains a copy rate of 50 to 100 copies per hour for full color
products. The system uses a charged couple device array for scanning and sophisticated
electronic signal processing to electrostatically discharge a selenium photoreceptor drum.


H-3


FM 3-25.26


b. The QRMP has the capability to print terrain and other graphics directly from digital
output from the digital topographic support system or another QRMP. The first unit is
scheduled to be equipped with the QRMP in 1QFY97, and the initial operating capability
is scheduled for 4QFY97. The QRMP system is used by the engineer topographers at
division, corps, and echelons above corps.


H-4


FM 3-25.26


APPENDIX I

FOREIGN MAPS


The use of foreign maps poses several problems to the land navigator.
These products are often inferior in both content reliability and topographic
accuracy to those produced by the DMA. Clues to these weaknesses are the
apparent crudeness of the maps, unusually old compilation dates, or
differences in mapped and actual terrain. The following characteristics
should be examined closely.

1-1. HYDROGRAPHY

Of all the symbols on foreign maps, those for hydrography conform most closely to DMA
usage. The use of blue lines and areas to depict streams, rivers, lakes, and seas seems to be
universally accepted. The one caution to be observed is that foreign cartographers use
different sets of rules to govern what is and what is not included on the map. Distinction
between perennial and intermittent streams is usually not made.

1-2. VEGETATION

The classification and symbols for vegetation on most foreign maps are different to those
used on DMA maps. The vegetation included on many foreign maps is often extensive,
identifying not only vegetated areas—but also the specific types of vegetation present. Green
is the predominant color used to represent vegetation; but, blue and black are sometimes
used. The symbols that depict the various types of vegetation differ greatly from one foreign
map to another.

1-3. CULTURAL AND LINEAR FEATURES

Perhaps the most striking difference between DMA and foreign maps is the set of symbols
used to portray cultural features. Some symbols found on foreign maps are very unusual.
Symbols for linear features on foreign maps are also likely to confuse the user who is
accustomed to DMA symbols. DMA uses 10 basic road symbols to portray different classes
of roads and trails; foreign mappers use many more.

1-4. TERRAIN RELIEF

Foreign maps generally use contour lines to portray terrain relief, but substantial variability
exists in the contour intervals employed. They may range from 5 to 100 meters.

1-5. SCALE

Scales found on foreign maps include 1:25,000, 1:63,360, 1:63,600, 1:75,000, and
1:100,000. Most foreign large-scale topographic maps have been overprinted with 1,000-
meter grid squares; so, it is unlikely that the variable scales will have much effect on your
ability to use them. However, you must learn to estimate grid coordinates because your
1:25,000 and 1:50,000 grid coordinate scales may not work.


1-1


FM 5-25.26


1-6. STEPS TO INTERPRETING FOREIGN MAPS

After discussing the many difficulties and limited advantages encountered when using
foreign maps, it is only appropriate that some strategy be offered to help you with the task.

a. In the August 1942 issue of The Military Engineer, Robert B. Rigg, Lieutenant,
Cavalry, suggested a five-step process for reading and interpreting foreign maps. It is as
appropriate today as it was when he first proposed it.

Step 1. Look for the date of the map first. There are generally four dates: survey and
compilation, publication, printing and reprinting, and revision. The date of the survey and
compilation is most important. A conspicuous date of revision generally means that the
entire map was not redrawn — only spot revisions were made.

Step 2. Note whether the publisher is military, government, or civilian. Maps published
by the government or the military are generally most accurate.

Step 3. Look at the composition. To a great extent, this will reveal the map's accuracy.
Was care taken in the cartography? Are symbols and labels properly placed? Is the
draftsmanship precise? Is the coastline or river bank detailed?

Step 4. Observe the map's color. Does it enhance your understanding or does it obscure
and confuse? The importance of one subject (coloring) must warrant canceling others. If it
confuses, the map is probably not very accurate.

Step 5. Begin to decode the various map colors, symbols, and terms. Study these items
by examining one feature classification at a time (culture, hydrography, topography, and
vegetation). As an accomplished navigator, you should already have a good understanding
of your area of operations, so translation of the map's symbols should not present an
impossible task. Use your notebook to develop an English version of the legend or create a
new legend of your own.

b. In dealing with the challenge of using a foreign map, be certain to use these five
steps. In doing so, you are also encouraged to bring to bear all that you know about the
geographic area and your skills in terrain analysis, map reading, map interpretation, and
problem solving. After careful and confident analysis, you will find that what you do know
about the foreign map is more than what you do not know about it. The secret often lies in
the fact that the world portrayed on a map represents a kind of international language of its
own, which allows you to easily determine the map's accuracy and to decode its colors,
symbols, and labels.


1-2


FM 3-25.26


APPENDIX J

GLOBAL POSITIONING SYSTEM


The ability to accurately determine position location has always been a
major problem for soldiers. However, the global positioning system has
solved that problem. Soldiers will now be able to determine their position
accurately to within 10 meters.

J-l. DEFINITION

The GPS is a satellite -based, radio navigational system. It consists of a constellation with 24
active satellites that interfaces with a ground-, air-, or sea-based receiver. Each satellite
transmits data that enables the GPS receiver to provide precise position and time to the user.
The GPS receivers come in several configurations, hand-held, vehicular-mounted, aircraftmounted, and watercraft-mounted.

J-2. OPERATION

The GPS is based on satellite ranging. It figures the users' position on earth by measuring
the distance from a group of satellites in space to the users' location. For accurate threedimensional data, the receiver must track four or more satellites. Most GPS receivers provide
the user with the number of satellites that it is tracking, and whether or not the signals are
good. Some receivers can be manually switched to track only three satellites if the user
knows his altitude. This method provides the user with accurate data much faster than that
provided by tracking four or more satellites. Each type receiver has a number of mode keys
that have a variety of functions. To better understand how the GPS receiver operates, refer
to the operators' manual.

J-3. CAPABILITIES

The GPS provides worldwide, 24-hour, all-weather, day or night coverage when the satellite
constellation is complete. The GPS can locate the position of the user accurately to within
21 meters — 95 percent of the time. However, the GPS has been known to accurately locate
the position of the user within 8 to 10 meters. It can determine the distance and direction
from the user to a programmed location or the distance between two programmed locations
called way points. It provides exact date and time for the time zone in which the user is
located. The data supplied by the GPS is helpful in performing several techniques,
procedures, and missions that require soldiers to know their exact location. Some examples
are:

Sighting.

Surveying.

Sensor or minefield emplacement.

Forward observing.

Close air support.

Route planning and execution.

Amphibious operations.

Artillery and mortar emplacement.


J-1


FM 3-25.26


• Fire support planning.

J-4. LIMITATIONS

A constellation of 24 satellites broadcasts precise signals for use by navigational sets. The
satellites are arranged in six rings that orbit the earth twice each day. The GPS navigational
signals are similar to light rays, so anything that blocks the light will reduce or block the
effectiveness of the signals. The more unobstructed the view of the sky, the better the system
performs.

J-5. COMPATABILITY

All GPS receivers have primarily the same function, but the input and control keys vary
between the different receivers. The GPS can reference and format position coordinates in
any of the following systems:

• Degrees, Minutes, Seconds (DMS): Latitude/longitude-based system with position
expressed in degrees, minutes, and seconds.

• Degrees, Minutes (DM): Latitude/longitude -based system with position expressed in
degrees and minutes.

• Universal Traverse Mercator (UTM): Grid zone system with the northing and
easting position expressed in meters.

• Military Grid Reference System (MGRS): Grid zone/grid square system with
coordinates of position expressed in meters.

The following is a list of land navigation subjects from other sections of this manual in
which GPS can be used to assist soldiers in navigating and map reading:

a. Grid Coordinates (Chapter 4). GPS makes determining a 4-, 6-, 8-, and 10-digit grid
coordinate of a location easy. On most GPS receivers, the position mode will give the user
a 10-digit grid coordinate to their present location.

b. Distance (Chapter 5) and Direction (Chapter 6). The mode for determining distance
and direction depends on the GPS receiver being used. One thing the different types of
receivers have in common is that to determine direction and distance, the user must enter at
least one way point (WPT). When the receiver measures direction and distance from the
present location or from way point to way point, the distance is measured in straight line
only. Distance can be measured in miles, yards, feet, kilometers, meters, or nautical knots
or feet. For determining direction, the user can select degrees, mils, or rads. Depending on
the receiver, the user can select true north, magnetic north, or grid north.

c. Navigational Equipment and Methods (Chapter 9). Unlike the compass, the GPS
receiver when set on navigation mode (NAV) will guide the user to a selected way point by
actually telling the user how far left or right the user has drifted from the desired azimuth.
With this option, the user can take the most expeditious route possible, moving around an
obstacle or area without replotting and reorienting.

d. Mounted Land Navigation (Chapter 12). While in the NAV mode, the user can
navigate to a way point using steering and distance, and the receiver will tell the user how
far he has yet to travel, and at the current speed, how long it will take to get to the way point.

e. Navigation in Different Types of Terrain (Chapter 13). The GPS is capable of
being used in any terrain, especially more open terrain like the desert.


J -2


FM 3-25.26


f. Unit Sustainment (Chapter 14). The GPS can be used to read coordinates to quickly
and accurately establish and verify land navigation courses.


J -3


DRAFT FM 3-25.26


APPENDIX K

PRECISION LIGHTWEIGHT GLOBAL POSITIONING

SYSTEM RECEIVER

The precision lightweight global positioning system receiver (PLGR)
is a highly accurate satellite signal navigation set (referred to in this
appendix as AN/PSN-11).

K-l. CONCEPT OF OPERATION

The AN/PSN-11 is designed for battlefield use anywhere in the world. It is sealed
watertight for all weather day or night operation. The AN/PSN-1 1 is held in the left hand
and operated with the thumb of the left hand. Capability is included for installation in
ground facilities, and air, sea, and land vehicles. The AN/PSN-11 is operated stand-alone
using prime battery power and integral antenna. It can be used with external power
source and external antenna.

a. The AN/PSN-1 1 provides the user with position coordinates, time, and navigation
information under all conditions, if —

• No obstructions block the line-of-sight satellite signal from reaching the
antenna.

• Valid crypto keys are used to protect the AN/PSN-11 from intentionally
degraded satellite signals.

b. Many data fields, such as elevation, display units of information. The format of
the units can be changed to your most familiar format.

c. Map coordinates are entered as a way point. When a way point is selected as a
destination, the AN/PSN-11 provides steering indications, azimuth, and range
information to the destination. A desired course to a way point is entered. Offset distance
from this course line is shown.

d. Up to 999 way points can be entered, stored, and selected as a destination. A route
is defined for nav either start-to-end or end-to-start. The route consists of up to nine legs
(10 way points) linked together.

K-2. CAPABILITIES

Data provided by the AN/PVS-1 1 helps complete missions such as:

• Siting.

• Surveying.

• Tactical reconnaissance.

• Sensor emplacement.

• Artillery forward observing.

• Close air support.

• General navigation.

• Mechanized maneuvers.

• Engineer surveying.

• Amphibious operations.

• Parachute operations.

• Signal intelligence.

• Electronic warfare.


K-1


FM 3-25.26


DRAFT


• Ground-based forward air control.
This data is displayed on the AN/PSN- 11 display. It is also available from a serial data
port.

K-3. CHARACTERISTICS

The AN/PSN- 11 is less than 9.5 inches long, 4.1 inches wide, and 2.6 inches deep. It
weighs 2.75 pounds with all batteries in place. The small size and lightweight make the
set easy to carry and use. The durable plastic case is sealed for all-weather use. The
AN/PSN- 11 features make it easy to use. (These features are highlighted in the physical
description in Figure K-l).


Power Battery Cover

Twists off for easy field
replacement of power battery


Display

4-line x 1 6-character
alphanumeric Mode
dependent, variable format
Flashing field selection


KYK-13/KOI-18/SINCGARS
Connector (J1)/Cover

Mates with ON1 991 38
Pop-off operation
Protects connector

Rear Panel Connectors

(J2, J3, &J4)

Provide access for serial
data ports, external
antenna, external power


*


FIX FOM 1

N 42°01' 46.12"

.yosrae' 54 .36-

E^+00852ftD P


m


2

▲


3

UEKU


4

4-


▼


6

->


7

wp


&
POS


9
WW


\ cm 1

MARK


lid


fiOM
LOCK


1-ZEROIZE-l


Handle

Easy one-handed operation

Adjustable

Facilitates thumb keying


J


Integral Antenna

Flip-up swivel Compact
storage Facilitates optimum
view angle while receiving
satellite signals


Memory Battery Cover

Screws out for easy
replacement of memory battery

Keypad

Oversized keys for ease of operation

Dual Modes:

Control - for one-handed use

Numeric - for quick two-handed data entry


Figure K-1. Physical features.


K-2


DRAFT


FM 3-25.26


K-4. SETUP AND CONTROL

Setting up the operation parameters of the PLGR is critical. This section describes the
display, procedures, and principles used in setting the AN/PSN- 11 displays to suit the
needs of the user. This display consists of seven pages that allows the user to control the
following parameters:

• Operating mode.

• Type of satellites to use.

• Coordinate system.

• Units.

• Magnetic variation.

• Display customization.

• Navigation Display mode.

• Elevation hold mode.

• Time and error formats.

• Datum.

• Automatic off timer.

• Datum port configuration.

• AutoMark mode.

To set the PLGR up for continuous operation:

a. Turn the PLGR ON. Once it has completed its built-in-test (BIT) press the
MENU key and move the cursor to SETUP (Figure K-2). Activate the SETUP function.


<move>


select


STATUS


SETUP


INIT


TEST


HELP


<MORE> P


Figure K-2. SETUP.

b. The first screen (Figure K-3) allows the operator to set the operating mode and
SV-Type. Scroll through the operating modes and select CONT and for the SV-Type
Mixed.


SETUP MODE: CONT
Continuous POS

and VEL update
SV-TYPE: mixed P


Figure K-3. Operating mode and SV-type.


K-3


FM 3-25.26


DRAFT


c. The second screen (Figure K-4) allows the operator to setup the units. Scroll
through the available coordinates and select MGRS-New and Metric. For the Elevation
select meter and MSL and for the Angle select Degrees and Magnetic.


SETUP


UNITS


MGRS-New


Metric


Elev: meter


MSL


ANGL: Deg


Mag P


Figure K-4. Setup the units.

d. The third screen (Figure K-5) should be set for the MAGVAR (Magnetic
variation or GM Angle for your area). The operator can select Calculate the degree or
manually enter degrees as an Easterly or Westerly GM Angle; for example, E021.0 for
the TENINO Map Sheet.


SETUP MAGVAR

TYPE: Calc deg

WWM 1995

P


Figure K-5. Magnetic variation or GM angle setup.

e. The fourth screen (Figure K-6) of setup allows the operator to set the Elevation
Hold, Time, and Error. The operator should set the ELHOLD to automatic. As for time
the operator needs to know, from their present location, how many hours they are ahead
of or behind Greenwich Mean Time. For example, during Daylight savings time, Fort
Benning, GA. is Loc=Z-0400. To set the ERR, the operator selects -+m to let him know
in meters how accurate the PLGR is operating.


SETUP

ELHold : automatic
TIME: Loc=Z-0400
ERR: +-m P


Figure K-6. Set elevation, time, hold, and error.

f. The fifth screen (Figure K-7) of setup allows the operator to set the PLGR Datum
to their area of operation and to set the Automatic Off Timer. The PLGR has fifty-two
map Datum sets available. The operator should set the PLGR Datum to their area of
operation. For example, if your map Datum is WGS-84, the operator sets the PLGR to
WGS-84. If the map is 1927 North America Datum, the operator sets the Datum to
NAS-C. The automatic timer off is used to turn the PLGR off after a prescribed time once
it has acquired a fixed position. The operator should set this mode to OFF.


K-4


DRAFT


FM 3-25.26


SETUP DTM:NAS-C
NA27CONUS /Clk66
AUTOMATIC OFF
TIMER: off P


Figure K-7. Set the PLGR Datum.

g. The sixth screen (Figure K-8) in setup is the In/Out Port screen. This page allows
the operator to control serial communications, HAVEQUICK and 1PPS options. Select
Standard unless otherwise directed and select OFF for Havequick and 1PPS.


SETUP I/O
SERIAL: Standard
HAVEQUICK: Off
1PPS: Off P


Figure K-8. In/out port screen.

h. The seventh screen (Figure K-9) is setup AUTOMARK. This feature allows the
operator to have the PLGR periodically wake-up, acquire a position fix, store the position
as a way point, or return to the mode of operation it was previously in. The operator
should set this mode to OFF. The remaining pages for SETUP are for advance GPS
users.


SETUP AUTOMARK
MODE: off WP002
26-04-01 0935L

REPEAT OOhOOm P


Figure K-9. AUTOMARK setup.

i. Once the PLGR is SETUP, the operator can now obtain a position. This procedure
is accomplished by activating the Position (POS) key. The position displayed is OLD
information until the receiver collects and calculates satellite data and displays the current
position. The receiver must be tracking three satellites to obtain a two-dimensional fix
position and four or more satellites for a three-dimensional fix position. The third
dimension is elevation.

K-5. WAY POINT OPERATIONS

A way point is the location of a point on a desired course described by coordinates or a
physical location. A normal mission consists of a series of way points. The way points
available on the AN/PSN-1 1 are 999 (numbered 01 through 999).


K-5


FM 3-25.26


DRAFT


a. This paragraph describes the AN/PSN-11 way point displays and way point
operations. The way point display pages are used to perform the following operations:

• Enter, edit, or review way points.

• Copy way points.

• Determine the distance between way points.

• Calculate a new way point.

• Clear way points.

• Define a mission route.

b. To enter a way point, the operator needs to press the way point (WP) key
(Figure K- 10). When the way point menu appears, the ENTER function flashes. The
operator presses the down arrow key to activate this field. Now the operator enters a way
point name, grid zone designator, 100,000-meter grid square identifier, 10-digit grid
coordinate, and elevation.


WP <move> sel
ENTER EDIT COPY
SR-CALC RNGCALC
DIST CLEAR ROUTE


Figure K-10. Enter a way point.

c. To enter a way point name, the operator presses the right arrow key until the first
letter of the word UNUSED(WP#) is flashing (Figure K-ll). Scroll up or down through
the alphabet changing the letter U to whatever is desired. For example, if the operator
wanted to name their way point NORTH STAR, the operator scrolls down the alphabet
until the letter U is changed to the letter N (Figure K-12). The operator repeats this
process for the remaining letters.


WP002 UNUSED002
B MGRS-New

AN OOOOOe OOOOOn
No EL CLR P


Figure K-11. Unused.


WP002 NORTHSTAR

10T MGRS-New

EG 13130e 95750n

No EL CLR N


Figure K-12. Change a name.


K-6


DRAFT FM 3-25.26


d. Second line, the operator enters the grid zone designator for their area of
operation. For example, the Fort Benning area falls in the 16S zone.

e. Third line, the operator must enter a 10-digit grid coordinate with its
100,000-meter grid square identifier. For example, if the way point location is Offutt
Lake, Tenino map sheet, the 100,000-meter grid square identifier is EG. Then, the
operator plots the grid coordinates on the map and enters it into the PLGR.

NOTE: Operator plots 8-digit grid coordinates, however a 10-digit coordinate is
entered. Therefore, the 5 l and 10 l digit entered is a zero (0).

f. For the fourth line, if the elevation of the way point is known, the operator can
enter it. If the elevation is not known the operator can just leave the data as zero or No
EL. The operator moves the cursor until the Up and Down arrow symbol appears before
the letter P or N in bottom right corner. When activating the down arrow key the operator
stores the way point into the PLGR's memory. The PLGR notifies the operator that the
way point has been stored.

NOTE: When entering numbers, the NUM LOCK can be activated. The letter N
appears in the bottom right corner allowing the operator to use the numbers on
the keypad rather then scrolling up/down (Figure K-12).

K-6. NAVIGATION

Navigation (nav) is using the AN/PSN-11 to find your present position, relative to other
points. The AN/PSN-1 1 provides azimuth, range, and steering information in a variety of
formats. There are four navigation display modes that may be accessed and selected.
The navigation display mode selected determines the type of information shown on the
navigation displays. These navigation displays give the user the most useful information
for a certain mission profile: SLOW, 2D FAST, 3D FAST OR CUSTOM.

• In SLOW nav mode, the AN/PSN-11 performs two-dimensional (2D) nav. Slow
nav mode is used for land or sea nav, when the user cannot maintain the minimum
speed necessary (about 1.5 kmph).

• In 2D FAST nav mode, the AN/PSN-1 1 performs two-dimensional (2D) nav. 2D
FAST nav mode is used for land or sea nav, when the user can maintain the
minimum speed necessary for GPS to compute navigation parameters based on
velocity.

• In 3D FAST nav mode, the AN/PSN-1 1 performs three-dimentional (3D) nav. 3D
FAST nav mode has an APPROACH sub-mode. 3D FAST nav mode is used for
air nav, when the user can travel in three dimensions and can maintain the
minimum speed necessary for GPS to compute navigation parameters based on
velocity.

• In CUSTOM nav mode, the AN/PSN-11 performs the users navigational display
pages as so desired. It can be set-up to support the individual user's performances
or mission requirements. The following custom display modes are available:

■ Direct.

■ Course To.

■ Course From.


K-7


FM 3-25.26


DRAFT


■ Route.

■ Approach.

To navigate with the PLGR on land in a Dead-Reckoning method, the PLGR nav mode is
accomplished as follows.

a. The operator presses the NAV key activating the nav function. The first screen
that appears is the nav mode (Figure K-13). For example, SLOW, 2D FAST, 3D FAST,
CUSTOM, DIRECT, CRS TO, and CRS FROM.


2D FAST DIRECT

WP002 NORTHSTAR002


Figure K-13. Navigation mode.

b. The operator selects the 2D FAST and DIRECT. The second line is the way
point desired to be navigated. (Scroll through the way points that are stored to choose the
desired way point.)

c. To see the azimuth that the navigator should be traveling on, go to the next page
by pressing the down arrow key (Figure K-14). This page tells the navigator what
azimuth they are heading on (TRK=tracking), and the actual azimuth the navigator
should be heading on (AZ). The fourth line tells the navigator Steering (STR). A
direction (< >) and a number of degrees the navigator needs to move to travel on their
actual azimuth.


NORTHSTAR002


+-30m


TRK 305.3 M


AZ 311.3 M


STR >6


P


Figure K-14. Azimuth.

d. The third screen (Figure K-15) tells the navigator the range or distance to their
way point and how much time (TTG2) it will take them to get to their way point. This
page also lets the navigator know what is the elevation difference from their present
location to the way point and by how much they will miss their way point by (MMD).


RNG 3598.55km
TTG2 0036:05
ELD -00050m
MMD2 30m


Figure K-15. Range or distance.


K-8


FM 3-25.26


GLOSSARY


AA

ANCOC

AR

BNCOC
BT


avenue of approach

advanced noncommissioned officer course

Army regulation

basic noncomissioned officer course
basic training


cm

CONUS

CS

CSS

cucv

DD
DMA


centimeter

continental United States

combat support

combat service support

commercial utility cargo vehicle

Department of Defense
Defense Mapping Agency


E
EPLRS


east


enhanced position location reporting system


FIST fire support team

FM field manual

FORSCOM United States Army Forces Command


GD

GEOREF

G-M

GPS

GSR

GTA

G/VLLD


ground distance

geographic reference system

grid-magnetic

global positioning system

ground surveillance radar

graphic training aid

ground/vehicular laser locator designator


HD horizontal distance

HHC headquarters and headquarters company

HMMWV high-mobility multipurpose wheeled vehicle


JOG

JTIDS


joint operations graphics

joint tactical information distribution system


km
LAT


kilometer


latitude


Glossary-1


FM 3-25.26


MD

METT-T

MITAC

N
NCO


map distance

mission, enemy, terrain, troops and time available

map interpretation and terrain association course

north
noncommissioned officer


OAC
OBC
OCS
OSUT

PADS

PD

PJH

PLDC

PLGR

POI

PRE

QRMP

ROTC


officer advanced course
officer basic course
officer candidate school
one station unit training

position and azimuth determining system

photo distance

hybrid (PLRS and JTIDS)

primary leadership development course

Precision Lightweight Global Positioning System Receiver

program of instruction

precommission

quick response multicolor printer

Reserve Officers' Training Corps


s

SF


south
standard form


SOSES


shapes, orientations, sizes, elevations, and


slopes


SUSV


small-unit support vehicle


tan


tangent


TM


technical manual


TOW


tube-launched, optically tracked, wire-guided missile


TRADOC


Training and Doctrine Command


topo


topographic


UPS


universal polar stereographic


US


United States


USGS


United States Geological Survey


UTM


universal transverse mercator


VD


vertical distance


VNAS


vehicular navigation aids system


w


west


Glossary-2


FM 3-25.26


REFERENCES

SOURCES USED

These are the sources quoted or paraphrased in this publication.

FM 21-31. Topographic Symbols, 1 9 June 196 1 .

FM 25-4. How to Conduct Training Exercises. 10 September 1984.

FM 25-100. Training the Force. 15 November 1988.

FM 25-101. Battle Focused Training. 30 September 1990.

FM 101-5-1. Operational Terms and Graphics. 30 September 1997.

DOCUMENTS NEEDED

These documents must be available to the intended users of this publication.

Army Topography. 30 November 1993.

Department of the Army Information Security Program.

29 September 2000.

Policy for Safeguarding and Controlling Communications and

Security (COMSEC) Material. 30 June 2000.

Terrain Analysis. 11 July 1990.

Intelligence and Electronic Warfare Operations. 27 September

1994.

Intelligence Analysis. 15 March 1990.

Staff Officers Field Manual: Organizational, Technical, and

Logistical Data. 1 July 1976.

Field Artillery Manual Cannon Gunnery. 27 December 1988.

Compilation and Color Separation of Topographic Maps. 15 June

1971.

Cartographic Aerial Photography. 2 January 1970.

Operations and Maintenance Manual for Satellite Signals
Navigation Sets. 15 September 1995.

TB 11-5825-291-10-2 Soldiers' Guide for the Precision Lightweight GPS Receiver

(PLGR) AN/PSN-11. 1 December 1996.

TB 1 1-5825-291-10-3 The PLGR Made Simple. 1 November 1997.


/VR 11J-11.

AR 380-5.


AR 380-40.


FM5-33.


FM34-1.


FM34-3.


FM 101-10-1.


TC 6-40.


TM 5-240.


TM 5-243.


TM 11-5825-291-13


References-1


FM 3-25.26


INDEX


azimuth

back, 6-3 (illus)
grid, 6-2, 6-3 (illus), 6-4, 6-8
magnetic, 6-3, 6-11 (illus)
origin, 6-3 (illus)
plotting, 6-8 (illus)

base lines, 6-2 (illus)

grid north, 6-2

magnetic north, 6- 1

true north, 6-1
bench marks, 10-5

codes, numerical, 4-25, 4-27
colors, map, 3-6
compass, lensatic

handling, 9-1,9-2

orienting a map, 11-1

parts, 9-1, 9-2 (illus)

techniques, 9-2 thru 9-6
compass, M2, G-l
contour intervals, 1 0-2 (illus)
conversion tables, C-l thru C-3
course, land navigation, 14-2

dead reckoning, 11-14, 12-6, 12-7
declination

conversion, 6-9 thru 6-14

diagram, 6-9 (illus), 11-1, 11-2
degree, 6-1
distance determiners

estimation, 5-12 (illus)

odometer, 5-11

pace count, 5-11

subtense, 5-12

elevation depicting method

bench marks, 10-5

contour intervals, 10-2 (illus)

spot elevations, 1 0-5
EPLRS (enhanced position location reporting system), H-l, H-2
extension scale, 5-3 thru 5-8, 5-9 (illus)


lndex-1


FM 3-25.26


false easting, 4-11, 4-12 (illus)
false northing, 4-11,4-12 (illus)
field expedient methods

shadow-tip method, 9-7 (illus)

star method, 9-9, 9-10 (illus)

watch method, 9-8, 9-9 (illus)
folding a map, B-l
foreign map, 2-7

G/VLLD (ground/vehicular laser locator designator), H-3

geographic coordinates, 4-1

geographic interval, 4-3

GEOREF (World Geographic Reference System), 4-25, 4-26 (illus)

global positioning system, 9-12, H-2, J-l, J-2

grad, 6- 1

graphic (bar) scales, 5-3 (illus)

extension scale, 5-3 thru 5-9 (illus)

primary scale , 5-3 thru 5-6

time-distance scale, 5-10 (illus)
grid coordinates, 4-14 thru 4-21
grid-magnetic angle, 6-9
grid north, 6-2

grid reference box, 4-13, 4-24, 4-25 (illus)
grids, military, 4-10

coordinates, 4-1 thru 4-10

lines, 4- 11, 4- 14, 4- 15 (illus)

reference system, 4- 1

squares, 4-3, 4-10, 4-14 (illus)

Universal Polar Stereographic, 4-11, 4-12 (illus)

Universal Transverse Mercator, 4-10, 4-1 1 (illus)

intersection methods

map and compass, 6-15 (illus)
straightedge, 6-16 (illus)

joint operations graphic, 2-5 (illus), 2-6
air, D-l
ground, D- 1

latitude, 4-1 thru 4-4
longitude, 4-1 thru 4-4

M2 compass, G-l, G-2
magnetic north, 6- 1
maps

foreign, 1-1


lndex-2


FM 3-25.26


military city map, 2-6

photomap, 2-5

planimetric, 2-5

special, 2-6

substitutes for military maps, 2-7

topographic, 2-5

types, 2-1
marginal information, 3-1 thru 3-4, 3-4 (illus)

colors, 3-6

symbols, 3-6
measures

angular, C-l

conversion factors, C-2 (table)

English system, C-l (table)

metric system, C-l (table)
mil, 6-1

military city map, 2-4
mounted navigation

combination, 12-4

dead reckoning, 12-6

duties, 12-1

effects of terrain, 12-1

terrain association, 12-3, 12-4

vehicle capabilities, 12-2

navigation methods

arctic, 13-9

combination of techniques, 11-8

dead reckoning, 11-14

deserts, 13-1

jungles, 13-6

mountains, 13-4

mounted, 12-1

night, 11-15

terrain association, 11-16

urban areas, 13-10
night vision goggles

AN/PVS-5, H-l

AN/PVS-7, H-l

orienteering, civilian, F-20
orienteering, military

control points, F-10

course, F-2 thru F-5

equipment, F-5, F-6

map symbols, F-l thru F-19 (illus)


lndex-3


FM 3-25.26


officials, F-5

safety, F-10

scoring, F-4

start/finish area, F-5

techniques, F-19
orienting the map methods

using a compass, 11-1, 11-2 (illus)

using field expedients, 11-6

using terrain association, 11-5 (illus)
overlay

aerial photograph, 7-3, 7-4 (illus)

map, 7-1, 7-3 (illus)

PADS (position and azimuth determining system), H-3
photographs, aerial

advantages, 8-1

disadvantages, 8-1

features, 8-17

film types, 8-7

indexing, 8-10 thru 8-13

numbering and titling, 8-7

scale determination, 8-8, 8-9 (illus)

stereovision, 8-18 thru 8-22 (illus)

types, 8-1 thru 8-7
photomap, 2-5
photomosaic, 2-6
planimetric map, 2-5

point designation grid, 8-14 thru 8-17 (illus)
polar coordinates, 6-20, 6-20 (illus)
polar plot, 6-20 (illus)

prime meridian, 4-9, 4-10 (illus), 4-10 (table)
procurement, 2-1, 2-2
profiles, construction, 10-20
protractor, 6-5

types, 6-6 (illus)

usage, 6-7, 6-8

QRMP (quick response multicolor printer), H-3, H-4

range estimation, factors of, 5-1 (table), 5-14
relief depicting methods

contour lines, 10-1

form lines, 10-1

hachures, 10-1

layer tinting, 10-1

shaded relief, 10-1


lndex-4


FM 3-25.26


representative fraction (scale), 2-2, 2-3, 2-4, 5-1

large

medium

small
resection method

map and compass, 6-17 (illus)

modified, 6-10 (illus)

straightedge, 6-18 (illus)
ridgeline, 10-11 (illus)
ridgelining, 10-19, 10-20 (illus)

safety, 1-2

scale (representative fraction), 2-3, 2-4, 5-1

sketches, military, A-l

skill progression, navigation

enlisted, 1-1

officer, 1-1
slopes (all illus)

concave, 10-6 (illus)

convex, 10-7 (illus)

gentle, 10-5, 10-6

percentage, 10-8, 10-9

steep, 10-5 (illus)
SOSES (shape, orientation, size, elevation, slope), 10-18, 10-19
special map, 2-6
stereovision

mirror stereoscope, 8-21 (illus)

overlap, 8-10 (illus)

pocket stereoscope, 8-20 (illus)

side lap, 8-20 (illus)

stereopair, 8-21 (illus)
streamlining, 10-19, 10-20 (illus)
sustainment program

certification, 14-1

development, 14-1

training guidance, 14-1
symbols, map

military, 3-6

topographic, 3-4 (illus)

terrain analysis, tactical

METT-T, 11-7

OCOKA, 11-6

route selection 11-12, 11-13
terrain association, 11-7, 11-8 (illus), 12-3 thru 12-6, 12-8
terrain features, 10-11 thru 10-16, 10-17 (illus)


lndex-5


FM 3-25.26


interpretation, 10-17 thru 10-20
major, 10-12 thru 10-14 (illus)
minor, 10-14, 10-16 (illus)
profiles, 10-20 thru 10-24
supplementary, 10-16, 10-17 (illus)

terrain model, 2-6

terrain types

arctic, 13-9, 13-10
deserts, 13-1 thru 13-4
jungles, 13-6 thru 13-9
mountains, 13-4, 13-6
urban, 13-10

topographic map, 2-5

train-the-trainer program, 14-1, 14-2

training material, exportable, E-l

true north, 6-1


lndex-6


FM 3-25.26 (FM 21-26)
20 JULY 2001


By Order of the Secretary of the Army:


ERICK. SHINSEKI
General, United States Army
Official: Chief of Staff


JOEL B.HUDSON
Administrative Assistant to the
Secretary of the Army
0116205


DISTRIBUTION:

Active Army, Army National Guard, and U. S. Army Reserve: To be distributed in
accordance with the initial distribution number 1 10166, requirements for FM 3-25.26.