engineering officer informed as to your workload and
work progress. It also will aid him in deciding on
priorities for rush jobs.
Do not allow your personnel to assign priorities to
work. Only you, the supervisor, or the engineering
officer, when rush jobs or top priority jobs are requested,
should be responsible for assigning priorities.
FIELD ENGINEERING SECTION
The field engineering section performs such field
engineering work as the following:
1. Reconnaissance, preliminary, topographic, and
location surveys
2.
3.
place
4.
Construction stakeout; line and grade
Regular measurement of quantities of work in
As-built location of structures for preparation of
as-built record drawings
5. Measurement and computation of earthwork
quantities
6. Calculations for establishing line and grade
7. Plotting survey data
8. Special surveys, such as property, triangulation,
hydrographic, and the determination of true azimuth
In combat, the field crews gather needed
intelligence by scouting, patrolling, and manning
observation posts. They are also trained as damage
survey teams for emergency recovery operations.
Survey Parties
As you learned in your previous studies, a survey
party is organized and designated according to the type
and purpose of the proposed survey. Whatever the
purpose and scope of the survey, the job must first be
planned.
You know that the first step in preparing for a field
party mission is to decide upon a job plan b y
determining the answers to the following questions:
1. What is the exact nature of the job?
2. What is the best way to accomplish it?
3. How many men are required?
4. What tools, materials, and equipment are
required?
5. What is the tactical situation in a wartime
situation?
A large construction project requires continuous
survey activity; that is, the survey can seldom be done
in a single operation. Often, phases of a construction
survey overlap preceding phases. When two or more
survey missions are being carried on at the same time,
the question of where and when to use available crews
must be decided. Sometimes it is best to use all the crews
on one phase of the surveying work sometimes it is best
to shuttle crews from one phase to another.
The type of party sent out will depend, of course, on
what the party is to do. You should already be familiar
with a typical party organization; however, the
paragraphs below serve as a refresher.
RECONNAISSANCE PARTY. The manning
level of a reconnaissance party is a flexible one. The
number of personnel needed depends upon the purpose
of the reconnaissance survey, engineering data required,
terrain features, and mode of transportation. We have
reconnaissance surveys for triangulation stations,
routes, airfields and base sites. Each of these should be
treated independently when you are planning. One
consideration that also will affect the composition of the
party is the choice of instruments and equipment. In a
difficult situation, the weight and accessories of the
survey instrument and equipment should be given
careful consideration.
TRANSIT PARTY. A transit party consists of at
least three persons: instrumentman, head chainman, and
party chief. The instrumentman operates the transit; the
head chainman measures the horizontal distances; and
the party chief, directing the survey, is usually the note
keeper and may also serve as rear chainman. The party
chief should be at the spot where any important
measurement is made so that he can verify the reading
personally. He should develop the ability to estimate
distances and the sizes of angles so that he may detect
any large error at the moment the dimension is called off.
STADIA PARTY. A stadia party should consist
of three persons: instrumentman, note keeper, and
rodman. However, two rodmen should be used if there
are long distances between observed points. That way,
one can proceed to a new point, while the other is
holding on a point being observed. The note keeper
records the data called off by the instrumentman and
makes the sketches required.
PLANE-TABLE PARTY. A plane-table party
should consist of at least three persons: instrumentman
(or topographer), note keeper, and rodman. Again, a
second rodman may be used when there are long
distances between observed points. The note keeper
records the data called off by the instrumentman and
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