Hello everyone. Can someone send me an edited fieldbook file for C3D so I have a basic template to work from? I haven't edited an fbk file in several years and I forgot what I'm supposed to remove when I edit.
Gregg
!
! Begin FBK header
!
! This fieldbook will enter a simple plan using Horizontal Distances and bearings only.
! At the end of this FBK will be the same traverse, entered with the absolute minimum characters as an example.
!
JOB "Plan Entry template 1" ! Use the "!" symbol to REM (remark) lines
UNITS USFOOT DMS
!USFOOT = US Survey foot. FOOT = International foot. METER = Meters
!DMS (Degree.MinuteSecond) DECDEG = Decimal Degrees GRAD = Gradians MILS = Mils RADIANS = Radians
ANGLES RIGHT ZENITH !ZENITH = 0 degrees "Straight up"
!Angular can also be LEFT for angles turned to the left.
!Vertical angles can also be NADIR for 90 degrees "up" Also can be HORIZ to set all observations horizontal
SF 1.00000000 !Use to multiply all coordinate values and distance observations during IMPORT into Civil3D.
!
!
NE 1 10000.0000 10000.0000 STA
!Store Point #1: Northing = 10000 and Easting = 10000 Description = "STA1" (Desc is optional)
!!
STN 1 5.00 !Occupy Point #1, with an Height of Instrument of 5.00. (HI is optional)
B 1 99 64.0124 4 !The Initial backBearing from Point 1 to Point 99 is NW 64 deg 01 Min 24 Sec
BD 2 00.0000 1 150.00 "STA" ! Bearing and Distance from Point 1: N 00 deg 00 min 00 sec E and horizontal distance of 150.00 to Point#2
STN 2 !"Occupy" Station 2
BD 3 57.1350 4 172.53 "STA"
STN 3
BD 4 37.1625 3 158.33 "STA CLS"
! With automatic linework turned on, and a Figure prefix of "STA" in the current Figure Prefix Database,
! a closed figure will be drawn around the traverse.
STN 4
BD 1 64.0126 2 267.99 "STA"
!
!
! Now the same traverse as minimalistic as possible
!
!NE 1 10000.0000 10000.0000 STA1
!STN 1
!BD 2 00.0000 1 150.00 "STA2"
!STN 2
!BD 3 57.1350 4 172.53 "STA3"
!STN 3
!BD 4 37.1625 3 158.33 "STA4"
!STN 4
!BD 1 64.0126 2 267.99 "STA1"
Thank you Sir.
