Survey Data
Entry Procedure
Drawing
Setup
Under Inq-Set
Pull-Down,
select 'Drawing
Setup', set
desired drawing
scale.
This will take
care of the
standard symbol
and text sizes
for the SurvCADD
Points that will
be created.
For example, if
you have a
drawing with a
Horizontal scale
set to 100, with
the Symbol and
Text sizes set
to 0.08, then
the symbols and
text will be
inserted at a
size of 8.

These
settings only
affect the
symbol and text
sizes in the
active drawing
and have no
affect on the
plotting scale.
The plotting
scale is set in
the plotting
routine.
However, it is a
good practice to
begin drawings
with the desired
plotting scale
in mind.
If you know the
desired plotting
scale, then
manipulate the
Drawing Setup to
set your text
and symbol size
accordingly.
Setting a
Coordinate File
- From the
Pnts
Pull-Down,
choose Set
Coordinate
File.
This file
can be an
existing or
new file.
- Specify
the type and
name of the
file.
Naming the
coordinate
file up
front is a
good habit
to get into.
This will
eliminate a
lot of
confusion.
-

Traverse
Entry Settings
There are a
number of
settings that
can be
manipulated at
this point by
the user.
These settings
are user
preferences.
If you would
like to have
lines drawn
between each
traverse point,
then from the
Cogo Pull-Down
select the Line
On/Off
option.
This will place
a check mark
beside this
option to let
the user know
that this has
been selected
and is in
effect.
Again, checking
this option on
will instruct
the program to
draw lines
between the
traverse
stations.
If you prefer
or would also
like to produce
a raw file, RW5
extension,
simply from the
Cogo Pull-Down
select the Raw
File On/Off
option.
This will also
place a check
mark beside this
option to let
the user know
that this option
has been
selected and is
now in effect.
The Raw Data
File, RW5
extension is a
very useful file
for the
surveyor.
This file gives
the surveyor the
ability to
review his raw
data, process
his raw data,
make changes to
the raw data and
then reprocess
the data.
This file also
allows for
traverse
adjustment using
different
methods.
Also the options
for the various
point data
should be set
now.
Under the
Pnts Pull-Down,
Point Default
option select
the desired
options.
 | If you
would like
to plot
descriptions
when the
points are
drawn on the
screen or
prompted for
a point
description
when
creating
points,
place a
check in
Descriptions
box. |
 | To include
elevations
when drawing
points on
screen or to
be prompted
for
elevations
when
creating
points place
a check in
the
Elevations
box. |
 | The Locate
on Real Z
Axis allows
the user to
located
points on
the true
elevation,
or when
checked off
to locate
points on
zero
elevation. |
 | The
Instrument
& Rod
Height
option, when
checked on
will prompt
for
instrument
and rod
height
during
traverse
entry on
screen. |
 | The Symbol
Number
option, when
toggled on,
will allow
for a prompt
for a symbol
number as
each point
is drawn.
Otherwise
the Symbol
Number set
in the Point
Settings
dialog box
will
automatically
be used.
|

Locating
Starting Points
From the Pnts
Pull-Down,
select Locate
Points.
Now you are
ready to locate
the first
occupied point
and backsight
point.
These points can
be located on
the screen by
picking points
or can be
located by known
or assumed
coordinates.
If a picked
location on the
screen is
desired, just
simply pick the
points on the
screen. Be
sure to pick the
location of the
backsight first
and then the
first set-up
point. This way
the program will
be orientated.
If known or
assumed
coordinates are
used, select
"E"
for enter
coordinates, and
simply enter the
coordinate
values.
The program
prompts for
northing first
and then
easting. These
prompts will be
seen if you keep
your eyes on the
command line
prompt.
Traversing
From the Cogo
Pull-Down,
select Traverse.
Assuming that
the backsight
point was
located first
and then the
first occupied
point, you are
now ready to
begin traverse
entry. If
the backsight
was located last
in the above
described steps,
then the Inverse
command should
be executed to
orientate the
program.
To do this
select from the
Cogo Pull-Down,
- Inverse.
Then inverse
from the
occupied point
to the backsight
point and then
back to the
occupied point.
By selecting
point number 2
to 1.
Although this
may seem like a
unnecessary
step, it is
necessary
because the
program
recognizes the
last located
point as the
occupied point.
Even if you are
traversing using
azimuths or
bearings, you
would have to
inverse to the
correct occupied
point in order
to proceed with
the traverse.
If the backsight
was located
first and the
occupied point
last then the
inverse
described above
is unnecessary.
Now continuing
with our first
assumption lets
begin traverse
entry. At
this point it is
important to
point out a
recommendation
that is very
useful. We
recommend that
the AutoCAD
Screen Menu be
present in the
drawing window.
This allows for
the user to see
the codes for
the various
traverse entry
options at all
times.
These codes
define whether
the data is
entered as angle
right, angle
left, bearing,
azimuth,
deflection right
or left etc.
Having this menu
turned on
relieves the
user from having
to memorize the
codes to be
used. To
turn this menu
on, from the
File Pull-Down,
select
Preferences,
then click on
the Display tab,
and then place a
check in the checkbox.
(See below)

At this point
the traverse
entry begins.
If the steps
above have been
followed, the
instrument is
occupying the
first traverse
point and the
program has been
orientated to
the backsight.
Simply enter the
first shot by
selecting the
appropriate code
from the side
menu, the angle,
distance and
vertical or
zenith angle of
the shot.
If the
Instrument Rod
Height option
was turned on,
you will be
prompted for the
instrument and
rod heights.
When the data
entry for the
first shot is
entered you will
be shown the
calculated
elevation of the
point base upon
the data input.
You have the
ability to enter
the elevation of
each shot if you
so desire.
Also if
automatic
numbering is on,
then each shot
will be numbered
in sequential
order.
If this option
has been turned
off then you
will be prompted
for the point
number.
In addition
you will be
prompted for the
description for
the shot.
Continue data
entry until
complete.
Overview of
Above
The steps
outlined above
will assist the
user with data
entry of a
survey.
Every surveyor
will have his or
her own
preference for
most of the
options
described above,
and this
narrative is
designed to only
aid in
understanding
the options
provided to the
user by the
software.
The specific
requirements of
the program, for
example toggling
on the edit
process raw data
file, described
above are
described in
order to
illustrate how
and why the user
may want to use
these options.
Edit Process
Raw
This section
is devoted to
assist or
provide
instruction on
how to edit,
process or
adjust the
survey data
entered above.
Please refer to
the manual for
specific codes
for the data.
If the Raw
File On/Off
under the Cogo
Pull-Down was
toggled on
before the
survey data
entry then a raw
file was created
during the data
entry. To view,
edit and process
this raw file
select from the
Cogo Pull-Down,
Edit Process Raw
Data File.
You will be
prompted for an
existing or new
file. If
an existing file
is desired, as
would be the
case if the
steps above have
been followed,
you would simply
select the
existing button
and the desired
file.
However before
we get into the
processing
procedures lets
look at the
options if we
select the New
option. If
new was our
selection, then
we would be
prompted for the
name of the raw
file to be
created.
Next you are
prompted for the
name of the
coordinate file
to be used with
the raw file,
existing or new.
You can use an
existing
coordinate file
if desired.
However, most
often you will
want to specify
a new coordinate
file.
After the file
is named, an
empty raw file
sheet will
appear on the
screen.
At this point
data entry in a
spread sheet
format is
available.
The far left
column on the
spreadsheet is
for the type of
data.
Examples of
these
"types"
are PT for
points, BK for
backsight, TR
for traverse and
SS for sideshot.
Again please
refer to the
manual for the
specific types
of data codes.
To get
started let's
input a point.
- From the
type column
pick on the
down arrow
and select
the PT code.
- Enter the
point
number,
northing,
easting,
elevation
and
description.
Note that
this is the
format for
the
spreadsheet
headings for
the point
code.
- Now from
the ADD
Pull-Down
located at
the top of
the spread
sheet select
Backsight.
Note how the
heading in
the
spreadsheet
changes to
reflect OcPt,
BsPt, Azi
and Set Azi.
- Fill in
the blanks.
If you are
using a
random point
for the
backsight
and setting
the
instrument
to
"0",
fill in the
set Azimuth
column with
a 0.
You need
only to fill
in the Azi
or the Set
Azi column
with 0 not
both.
Also if you
had a
specific
azimuth from
the occupied
point to the
backsight
you could
enter it
instead of
0.
Lastly, if
you had a
known point
to be used
for a
backsight,
with a known
azimuth from
the occupied
point, it
can be
specified
here.
It should be
noted that
if you are
going to
specify a
point for a
backsight,
for example
occupied
point 1
backsight
point 2,
point 2
would have
to be
defined with
coordinates
as a point
record.
Now lets add
a traverse
entry.
Select from the
ADD Pull-Down,
Traverse.
Note that now
the code in the
type column is
now changed to
TR and the
spread sheet
headings have
changed to Code,
HorzAngle,
SlopeDist,
ZenithAng and
Desc. The
later four
headings are
self
explanatory,
however the Code
column is where
the actual type
of the shot is
recorded.
For example for
an Azimuth entry
the code is AZ,
northeast,
southeast,
southwest and
northwest
bearing entries
are coded by the
letters NE, SE,
SW and NW. Angle
right, angle
left, deflection
right and
deflection left
entries are
coded by the
letters AR, AL,
DR and DL.
To enter a
side shot from
an occupied
point, the only
change that
would need to be
made is that of
the type. In the
type column, the
code would be SS
for sideshot.
Note that if a
instrument
height and rod
height record is
to be added, you
would move the
cursor to the
cell that the
record needs to
be placed in
front of.
For example to
include an
instrument
height record
for station 4
and a rod height
record for
station 5 then
the cursor would
be placed in the
cell containing
the occupied
point 4 entry.
Then the Add
Pull-Down would
be selected and
the Instrument
Height option
selected.
This will place
the HI record
above traverse
entry from
station 4 to
station 5 as it
should be. Data
entry would
continue until
all data is
entered into the
spreadsheet.
If survey data
has been
downloaded from
a data
collector, then
the edit process
raw file spread
sheet will be
filled out
automatically.
Raw File
Preparation From
CRD File
Another
useful advantage
of the Edit
Process Raw File
routine, is the
ability to use a
CRD file or
plotted points
on the screen to
fill in the raw
file spread
sheet.
Some preparatory
work is required
for this to
work.
First if
points are
located on the
screen, they
need to also be
stored in a CRD
file.
Basically the
user needs to
know what type
and how many
traverse shots
are represented.
Only the
coordinates of
the beginning
traverse point
needs to be
input into the
spread sheet if
the surveyor is
going to set up
on the initial
point and
backsight any
object, such as
a tack in a tree
or power pole,
with zero.
If the surveyor
is set up on one
point and taking
a backsight on
another point
with known
coordinates,
then both the
initial and
backsight points
need to be
defined by
coordinates.
This is simple
to do. The
user need not
type the
coordinates of
these points
into the
spreadsheet.
Simply from the
ADD Pull-Down
menu select
Point. A
row will now be
created with the
type column
defined as PT.
If only one
known coordinate
is needed, you
are ready to
proceed.
However, if the
backsight point
has known
coordinate
values then
another point
entry row needs
to be added.
From the Add
Pull-Down again
select Points.
Another row with
the Pt type is
inserted.
At this point
simply go to the
first PT record
that was added
and type in the
point number in
the PNTNO
column. If
a known point is
being used for
the backsight
then enter the
number of this
point in the
second Pt row.
From the
Options
Pull-Down select
Update Raw From
Points.
Either one or
both of the
added PT record
rows will now be
filled in with
the coordinates
of the specified
points.
Now select the
Add Pull-Down
again and add a
Backsight
record.
Specify the
occupied point
and the
backsight point.
Next select the
Add Pull-Down
and select
Traverse.
Fill in the
occupied point
number and the
foresight point
number. If
the Code column
is left blank
then when the
routine will use
the appropriate
bearing codes in
this column.
If a particular
code is desired
then it should
be
selected.
All that is
needed is one
column of data
to be filled
out.
Place the
cursor in the
Horizontal Angle
cell and simply
select the Add
Pull-Down and
Traverse and add
traverse entry
rows. The
point numbers
will
automatically be
input in
sequential order
while the code
column will be
filled in with
the desired code
if input in the
first line of
traverse entry.
When the
appropriate
number of lines
has been added
to the spread
sheet, then
again from the
Options
Pull-Down select
Update Raw From
Points and the
spread sheet
will be filled
in. This
option is useful
when survey
drawings are
received from
other surveyors.
A coordinate
file can be
created from the
points on the
screen by
selecting from
the PNTS
Pull-Down,
Coordinate File
Utilities,
Update From
Drawing, or from
the Cogo
Pull-Down,
Convert Entities
to Points -
Entities to
SurvCADD Points.
If a coordinate
file has not
already been
specified then a
prompt for the
name of the
coordinate files
will appear.
From this
coordinate file
a raw file can
be created that
can be edited
and processed an
endless number
of times.
Process No
Adjust
This routine
processes the
raw file and
stores the
calculated
coordinates to
the CRD file.
First a dialog
prompts for some
user preferences
as shown below.

For any
direct and
reverse raw
data, there is
the option to
process the
direct-reverse
shots and use
only the
foresight direct
shot.
There is an
option whether
to include the
sideshot data in
the process
results report.
This option may
be turned off,
in the case of a
large quantity
of sideshots, so
that only the
traverse shots
are displayed in
the process
results dialog
box. The
point protect
option will
check the
coordinate file
for existing
point data
before
processing.
If the foresight
point number for
any traverse or
sideshot record
already is a
stored
coordinate in
the CRD file,
then the program
shows a list of
conflicting
point numbers.
You can either
continue
processing and
overwrite the
CRD file
coordinates with
the calculated
raw file
coordinates or
cancel the
processing to go
back to the
editor to change
foresight
numbers.
This routine
assumes that the
traverse begins
and ends on the
same point. A
closure cannot
be calculated
for an open
traverse in this
routine in the
present version
of SurvCADD 98.
An option for
this will be
added to the
release due out
sometime this
year. However
closure for open
traverses can be
calculated upon
adjustment of
the traverse.
Processing
with Different
Adjustment
Methods
The key to
any adjustment
is the set up of
the raw file.
For a closed
traverse,
ideally, the
user would tag a
closing shot, CL
in the Type
Column, and an
angle balance
shot, AB in the
Type Column.
These shots do
not have to be
defined in the
raw file,
however, if they
are not
specified in the
file then the
user will be
prompted during
the adjustment
routine for
these respective
shots. It
makes it a lot
easier and less
confusing if the
shots are
identified in
the raw file
spread sheet.
The following
illustration
shows a closed
traverse raw
file properly
set up for the
survey
adjustment.

The above
example shows a
raw file that
represents a
closed traverse,
with elevations
and instrument
heights, that
begins on
station 1,
backsights known
point 20, and
traverses
through
sequential shots
with shot 8
being the ending
shot and the
same as station
1.
Please note that
if a known
Azimuth or
Bearing from
point 1 to
backsight point
20 was desired
it could have
been input into
the set azimuth
column.
This file was
created by
toggling on the
Raw File ON/OFF
option under the
Cogo Pull-Down
before actual
data entry.
Data entry was
performed on
screen.
Note that shot 7
to 8 has been
tagged as a CL
record, closing
shot and an
additional shot
from 8 to 9 has
been tagged as
an AB record,
angle balance
shot. Shot 8 to
9 is required
for the angle
balance.
This shot allows
the user to use
the angle tie
shot from the
closing point to
the original
backsight point
for the angle
balance.
If another
traverse line is
desired for the
angle balance,
then the desired
traverse leg
should be tagged
as the angle
balance shot, AB
record. In
most cases
however, the
angle tie shot
from the closing
point to the
original
backsight will
be the angle
balance shot.
In the example
above the
azimuth from
point 8, which
is the closing
shot, to point
20, which is the
initial
backsight point,
is 0.0007.
The original
backsight was
0.0000. So
the angular
error for this
traverse is 7
seconds.
Now lets look at
the different
methods of
traverse
adjustment.
From the
Process
Pull-Down in raw
file editor,
select Angle
Balance.
In every
adjustment
option,
including
process no
adjust, the user
has the option
of reporting
sideshots in the
process results
dialog box.
This is user
preference and
if you don't
want to report
the sideshots,
simply turn off
this option.
The angle
balance
adjustment
balances the
angles only.
The process
results shows
the closure
before
adjustment and
also the closure
after angle
balance.
The process
result dialog
box is set up so
the user can
scroll up or
down to see all
of the
information
contained in the
process results.
The closure
after angle
balance can be
and often is
less than the
unadjusted
closure.
Please note
that the angle
balance routine
does not have to
be run first in
order to use
adjusted angles
in the other
adjustment
routines.
In each of the
adjustment
routines, the
option to apply
angle balance is
provided.
After selecting
Angle Balance
from the Process
Pull-Down, the
same dialog box
shown above
under No Adjust
will appear.
These options
are user
preference and
have been
described
earlier in this
document.
When the options
are selected as
desired click
the OK button.
It is important
to remember that
in this example
the angle
balance shot has
been specified
in the type
column. If
this shot had
not been
specified, the
user would be
prompted for the
angle balance
shot prior to
seeing the
Reference
Closing Angle
dialog box.
The Reference
Closing Angle
dialog box shown
below, allows
the user to
specify the
correct closing
angle for the
traverse.

It also
shows, based
upon the data
input and setup,
measured closing
Bearing, Azimuth
and the angular
error.
From the example
the measured
closing bearing
in N 0.0007 E
and the Azimuth
is 0.0007 for an
angular error of
0.0007, or 7
seconds.
The correct
azimuth for
angle tie, we
know is the line
between the
beginning point
and the initial
backsight, which
in this case was
0.0000. So
to specify the
reference
closing angle,
we can either
type 0.0000 in
the reference
closing angle
window or we and
specify, in the
appropriate
windows, from
point 1 to point
20. If we
do the later,
the reference
closing angle
window will be
automatically
filled in with
the initial
backsight data.
Upon selecting
the OK button
the process will
appear in the
Process Results
dialog box.
The process
results will
first show the
unadjusted
traverse legs
and the
unadjusted
closure for the
traverse.
(A single
screen shot of
the report
viewer would not
show you the
entire closure
report, so only
the report text
is shown below)
Process Results 07/29/2001 17:30
Raw file> c:/scadces/data/drawing1.rw5
CRD file> c:/scadces/data/drawing1.crd Scale Factor: 1.00000000
Correct for Earth Curvature: OFF
Starting Point 1: N 5000.000 E 5000.000 Z 1000.000
BackSight Azimuth: 00°00'00" Point Horizontal Zenith Slope Inst Rod Northing Easting Elev
No. Angle Angle Dist HT HT
Description 2 AZ47.2559 89.1554 250.266 5.000 4.600 5169.279 5184.303 1003.610
IPF
3 AZ126.2548 90.0000 150.620 5.100 5.000 5079.835 5305.489 1003.710
IPF
4 AZ140.1010 89.5214 225.512 5.250 4.980 4906.655 5449.933 1004.490
IPF
5 AZ181.2552 87.5245 314.256 5.100 5.050 4592.712 5442.090 1016.170
IPS
6 AZ247.5810 91.2529 305.238 5.050 4.890 4478.252 5159.227 1008.740
SCRIBED X
7 AZ295.3213 91.2516 250.002 5.000 4.890 4585.993 4933.718 1002.650
FP
8 AZ9.0525 90.2212 419.536 5.000 4.890 5000.252 4999.999 1000.051
END PT
9 AZ0.0007 90.0000 1.000 5.000 4.890 5001.252 4999.999 1000.161
ORG BK Closure Results (Before Angle Balance)
Starting Point 1: N 5000.000 E 5000.000 Z 1000.000
Ending Point 8: N 5000.252 E 4999.999 Z 1000.051
Azimuth Error : 359°45'24"
North Error : 0.25163
East Error : -0.00107
Vertical Error: 0.05084
Hz Dist Error : 0.25163
Sl Dist Error : 0.25672
Traverse Lines> 7
SideShots> 0
Horiz Dist Traversed: 1915.014
Slope Dist Traversed: 1915.430
Closure Precision: 1 in 7610 Angle Balance
Angular Error: 0.000700000 for 7 traverse sides
Adjusting Each Angle: 0.000100000
Point Horizontal Zenith Slope Inst Rod Northing Easting Elev
No. Angle Angle Dist HT HT
Description 2 AZ47.2559 89.1554 250.266 5.000 4.600 5169.279 5184.303 1003.610
IPF
3 AZ126.2547 90.0000 150.620 5.100 5.000 5079.835 5305.489 1003.710
IPF
4 AZ140.1008 89.5214 225.512 5.250 4.980 4906.657 5449.935 1004.490
IPF
5 AZ181.2549 87.5245 314.256 5.100 5.050 4592.714 5442.097 1016.170
IPS
6 AZ247.5806 91.2529 305.238 5.050 4.890 4478.249 5159.236 1008.740
SCRIBED X
7 AZ295.3208 91.2516 250.002 5.000 4.890 4585.984 4933.724 1002.650
FP
8 AZ9.0519 90.2212 419.536 5.000 4.890 5000.244 4999.993 1000.051
END PT
9 AZ0.0000 90.0000 1.000 5.000 4.890 5001.244 4999.993 1000.161
ORG BK Closure Results (After Angle Balance)
Traverse Lines> 7
SideShots> 0
Starting Coordinates: N 5000.000 E 5000.000 Z 1000.000
Ending Coordinates: N 5000.244 E 4999.993 Z 1000.051
Azimuth Error : 358°23'57"
North Error : 0.24448
East Error : -0.00683
Vertical Error: 0.05084
Hz Dist Error : 0.24458
Sl Dist Error : 0.24981
Total Hz Dist Traversed: 1915.01356
Total Sl Dist Traversed: 1915.43000
Closure Precision: 1 in 7830
Compass,
Crandall and
Transit
Adjustment
Methods
In all of
these adjustment
methods, if the
raw file has
been set up like
the one in our
example, the
same dialog
boxes will
appear. To
avoid
duplication only
the Compass
Method will be
shown here.
From the Process
Pull-Down select
Compass.
As a reminder,
if the closing
traverse leg, or
closing shot,
and the angle
balance shot
have not been
identified in
the raw file,
then the user
will be prompted
for this
information.
However, if the
raw file is set
up as in our
example, then
the following
Closure Options
dialog box will
appear.

In this box
various user
defined
preferences can
be set.
The most
important part
of this box is
the Reference
Closing Point
record.
This field
should be filled
in with the
point number
that the survey
closes to.
In our example,
which is a
closed traverse,
our closing
point is point
1. If we
type the point
number in the
point number
field and press
enter, then the
coordinates for
the point will
appear in their
respective
fields.
When the
dialog box has
been filled in
with the desired
preferences and
the closing
point record
click on the OK
button.
Now the
Reference
Closing Angle
dialog box will
appear.
Again as in the
Angle Balance
routine, specify
either the
closing angle by
survey data from
shot to shot or
by simply typing
in the reference
closing angle in
the reference
closing field.
After the
required
information has
been entered
into the dialog
box, click the
OK button and
the Process
Results dialog
box will appear.
As with the
angle balance
process results,
the results
dialog box will
show the
unadjusted
traverse legs
and the closure
results before
adjustment
first.
Then the angular
error and
angular
adjustments
along with the
closure report
after the angle
balance will be
shown.
(A single
screen shot of
the report
viewer would not
show you the
entire closure
report, so only
the report text
is shown below)
Process Results 07/29/2001 17:37
Raw file> c:/scadces/data/drawing1.rw5
CRD file> c:/scadces/data/drawing1.crd Scale Factor: 1.00000000
Correct for Earth Curvature: OFF
Starting Point 1: N 5000.000 E 5000.000 Z 1000.000
BackSight Azimuth: 00°00'00" Point Horizontal Zenith Slope Inst Rod Northing Easting Elev
No. Angle Angle Dist HT HT
Description 2 AZ47.2559 89.1554 250.266 5.000 4.600 5169.279 5184.303 1003.610
IPF
3 AZ126.2548 90.0000 150.620 5.100 5.000 5079.835 5305.489 1003.710
IPF
4 AZ140.1010 89.5214 225.512 5.250 4.980 4906.655 5449.933 1004.490
IPF
5 AZ181.2552 87.5245 314.256 5.100 5.050 4592.712 5442.090 1016.170
IPS
6 AZ247.5810 91.2529 305.238 5.050 4.890 4478.252 5159.227 1008.740
SCRIBED X
7 AZ295.3213 91.2516 250.002 5.000 4.890 4585.993 4933.718 1002.650
FP
8 AZ9.0525 90.2212 419.536 5.000 4.890 5000.252 4999.999 1000.051
END PT
9 AZ0.0007 90.0000 1.000 5.000 4.890 5001.252 4999.999 1000.161
ORG BK Closure Results (Before Angle Balance)
Starting Point 1: N 5000.000 E 5000.000 Z 1000.000
Closing Reference Point 1: N 5000.000 E 5000.000 Z 1000.000
Ending Point 8: N 5000.252 E 4999.999 Z 1000.051
Azimuth Error : 359°45'24"
North Error : 0.25163
East Error : -0.00107
Vertical Error: 0.05084
Hz Dist Error : 0.25163
Sl Dist Error : 0.25672
Traverse Lines> 7
SideShots> 0
Horiz Dist Traversed: 1915.014
Slope Dist Traversed: 1915.430
Closure Precision: 1 in 7610 Angle Balance
Angular Error: 0.000700000 for 7 traverse sides
Adjusting Each Angle: 0.000100000
Point Horizontal Zenith Slope Inst Rod Northing Easting Elev
No. Angle Angle Dist HT HT
Description 2 AZ47.2559 89.1554 250.266 5.000 4.600 5169.279 5184.303 1003.610
IPF
3 AZ126.2547 90.0000 150.620 5.100 5.000 5079.835 5305.489 1003.710
IPF
4 AZ140.1008 89.5214 225.512 5.250 4.980 4906.657 5449.935 1004.490
IPF
5 AZ181.2549 87.5245 314.256 5.100 5.050 4592.714 5442.097 1016.170
IPS
6 AZ247.5806 91.2529 305.238 5.050 4.890 4478.249 5159.236 1008.740
SCRIBED X
7 AZ295.3208 91.2516 250.002 5.000 4.890 4585.984 4933.724 1002.650
FP
8 AZ9.0519 90.2212 419.536 5.000 4.890 5000.244 4999.993 1000.051
END PT
9 AZ0.0000 90.0000 1.000 5.000 4.890 5001.244 4999.993 1000.161
ORG BK Closure Results (After Angle Balance)
Traverse Lines> 7
SideShots> 0
Starting Coordinates: N 5000.000 E 5000.000 Z 1000.000
Closing Reference Point 1: N 5000.000 E 5000.000 Z 1000.000
Ending Coordinates: N 5000.244 E 4999.993 Z 1000.051
Azimuth Error : 358°23'57"
North Error : 0.24448
East Error : -0.00683
Vertical Error: 0.05084
Hz Dist Error : 0.24458
Sl Dist Error : 0.24981
Total Hz Dist Traversed: 1915.01356
Total Sl Dist Traversed: 1915.43000
Closure Precision: 1 in 7830 Compass Closure
Adjusted Point Comparison
Original Adjusted
Point# Northing Easting Northing Easting Dist Bearing
2 5169.279 5184.303 5169.247 5184.304 0.032 S 01°36'03" E
3 5079.835 5305.489 5079.784 5305.491 0.051 S 01°36'03" E
4 4906.657 5449.935 4906.577 5449.938 0.080 S 01°36'03" E
5 4592.714 5442.097 4592.594 5442.100 0.120 S 01°36'03" E
6 4478.249 5159.236 4478.090 5159.240 0.159 S 01°36'03" E
7 4585.984 4933.724 4585.793 4933.729 0.191 S 01°36'03" E
8 5000.244 4999.993 5000.000 5000.000 0.245 S 01°36'03" EMax adjustment: 0.245
Starting Point 1: N 5000.000 E 5000.000 Z 1000.000
BackSight Azimuth: 00°00'00" Point Horizontal Zenith Slope Inst Rod Northing Easting Elev
No. Angle Angle Dist HT HT
Description 2 AZ47.2619 89.1554 250.251 5.000 4.600 5169.247 5184.304 1003.610
IPF
3 AZ126.2608 90.0000 150.632 5.100 5.000 5079.784 5305.491 1003.710
IPF
4 AZ140.1024 89.5214 225.535 5.250 4.980 4906.577 5449.938 1004.490
IPF
5 AZ181.2548 87.5245 314.298 5.100 5.050 4592.594 5442.100 1016.170
IPS
6 AZ247.5741 91.2529 305.248 5.050 4.890 4478.090 5159.240 1008.740
SCRIBED X
7 AZ295.3145 91.2516 249.985 5.000 4.890 4585.793 4933.729 1002.650
FP
8 AZ9.0524 90.2212 419.483 5.000 4.890 5000.000 5000.000 1000.051
END PT
9 AZ359.4108 90.0000 1.249 5.000 4.890 5001.244 4999.993 1000.161
ORG BK
Note that
there is no
survey closure
calculation
after the
adjusted
traverse leg
section.
This is due to
the survey at
this point being
balanced and the
closure would be
perfect and need
not be reported.
The remaining
adjustment
methods all have
the same
prompts.
The results
may vary
slightly
depending on
what method is
used.
However, the
most important
aspect of using
the Edit Process
Raw Data File
routine, is the
set up of the
raw file.
Specifying the
CL and the AB
records is very
important.
The angle
balance shot
from the last
traverse point
to the original
backsight point
is very
important if an
adjustment is
going to be
performed.
The angle will
be measured in
the field, the
distance does
not have to be
measured in the
field.
However, it
is necessary to
specify some
distance in the
distance
field.
Typically a
slope distance
of 1.00 and a
zenith angle of
90.0000 is
sufficient for
the angle
balance shot.
Make sure that
the zenith angle
is flat or 90
degrees.
This record will
add a point to
the coordinate
file. The
user can choose
not to locate
this point when
locating points,
or can simply
erase this point
after locating
the points.
Least
Squares
Adjustment
The Least
Squares
Adjustment
routine was
completely
rewritten for
SurvCADD CES.
Until the online
procedure is
rewritten,
review the
methods
displayed in the
SurvCADD manual.
Overview of
Edit Process Raw
Data
As has been
illustrated
above this
routine is very
powerful and
useful.
The keys to
effectively
using this
routine is the
set up of the
raw file.
If the raw file
has been
downloaded to
the computer,
via data
collector, then
the set up has
been made based
upon the data
downloaded.
The raw file
makes
manipulation of
the data very
easy if
manipulation is
required.
Survey data
entry from the
keyboard is also
very easy and
again set up is
critical.
Knowing how the
survey was
conducted and
what shots are
traverse shots
and what shots
are sideshots is
all you need to
know. Any
mistake during
data entry is
easily
corrected, by
simply
highlighting the
wrong value and
changing them.
Even after
processing, if
an error has
been identified,
then
manipulation of
the data is a
breeze.
Becoming
efficient with
the edit process
raw data routine
comes with
practice and
use.
We recommend
turning the Raw
File ON/OFF
toggle to the ON
position before
manual input of
survey data.
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