Geodimeter 468DR Settings SURV-GEN
Contents
1. Revision draft A Printed 15 07 03 Review Date Geodimeter 468DR Instrument Settings Procedure SURV GEN 20030713 UDS SUITABLE FOR SURPAC Use Program 40 UDS Generation Program 1 Name STN SET or whatever Logon Yes Label 2 Type 1 3 1 62 1 21 1 ENT 7 Link to 2 Program2 Name PICKUP Logon Yes Label 5 Type 2 4 2 6 2 ENT 7 Link to 3 Program 3 Name f Logon Yes Label 5 Type MOON OOKHOAOH F Oc10o0O0000000 A NT Before starting work choose Program 3 Enter any pt no answer NO to Incr NO to Decr YES to Autolnc Enter any Pcode answer NO to Dup YES to AutoDup Enter any Target Ht n i Start from Program 1 This links into P2 and then P3 When a distance is measured use TRK mode the display will show Pno Pcod SH and all data can be recorded with a single keystroke REG Pressing ENT will show the raw data To change a value use F4 for Pcod F5 for Pno F6 for SH UNCONTROLLED COPY WHEN PRINTED Revision draft A Page 6 of 9 Review Date Printed 15 07 03 Geodimeter 468DR Instrument Settings Procedure SURV GEN 20030713 PROGRAM 39 ROADLINE 3D Start PRG 39 5 Slope Stake Job no type in 0 usually Select the memory unit Stn type in the instrument station number Area select the area file in which the roadline data is stored Select the data storage device 2 Imem SH Enter signal staff height Ht Ofs for boning height usually none press ENT WAI2. P Tip The ve sign is not readily invoked as the ASCII key is not accessible as in the older numeric only 400 4000 keyboards For example to get PCODE 40 2 Paro a 3 7 UNCONTROLLED COPY WHEN PRINTED Revision draft A Page 8 of 9 Review Date Printed 15 07 03 Geodimeter 468DR Instrument Settings Procedure SURV GEN 20030713 5 REFERENCES Surpac Help Notes Surveying geodat htm Geodimeter Manuals Geodimeter System 468Dr User Manual Ver 1 Publ No 571 701 171 Haefeli Lysnar Survey Equipment Product Catalogue 6 DOCUMENT REVISION HISTORY Revision Events Rev Author Changes Date Draft A OG Initial draft 13 07 03 Draft B 7 APPENDICES UNCONTROLLED COPY WHEN PRINTED Revision draft A Page 9 of 9 Review Date Printed 15 07 03
3. Procedure Survey Management System C9 Geotronics GEODIMETER 468DR INSTRUMENT SETTINGS SURV GEN 20030713 Revision draft A Document Owner OLIVER GLOCKNER CONTRACT MINE SURVEYOR Date Originated 13 July 03 Approval Date Deployment Date Archive Date Next Revision Date Printed UNCONTROLLED COPY WHEN PRINTED Geodimeter 468DR Instrument Settings Procedure SURV GEN 20030713 Table of Contents AR eui niin Ideiiinii iniininenidlelinaiietisseeiiii 3 DAE ii H 3 3 iigne cm P 3 4 SO d ieudu ice 4 5 gt REFERENCES ieoa 9 6 DOCUMENT REVISION HISTORY c ssssssssssssssssssscssssesssscssssessessensessessesssnssessessnssnsesessessessessssssessesenssnssesesees 9 TU APPENDICGES A rA ERREUR REEF UE cue EN ENSE ES VPE ESTEE CVe o Ee TYk eS VES EST EVO NE SE RS 9 UNCONTROLLED COPY WHEN PRINTED Revision draft A Page 2 of 9 Review Date Printed 15 07 03 Geodimeter 468DR Instrument Settings Procedure SURV GEN 20030713 1 PURPOSE This procedure describes how to check and change some of the instrument settings for a Geodimeter 468DR Without the knowledge of these settings a surveyor may be caught out and encounter problems with out some field work 2 SCOPE This document applies to general mine surveying Surpac software and the Geodimeter 468DR Geotronics SURPAC 3 DEFINITIONS JENEN NENNEN UNCONTROLLED COPY WHEN P
4. RINTED Revision draft A Page 3 of 9 Review Date Printed 15 07 03 Geodimeter 468DR Instrument Settings Procedure SURV GEN 20030713 4 PROCEDURE PRISM CONSTANTS Use MNU 61 to change prism constants Caution The offset that is displayed on startup is not the MNU 61 prism constant setting and the Geodimeter will use on start up whatever was set at the last power off See page 2 2 8 of Geodimeter System 468Dr User Manual Ver 1 Prism constant to be used for Trimble Super Prism 021 with Tiltable Traversing Target 850 is 0 0mm The prism constant is the same for a Trimble Small Tiltable Reflector 100 To RPU Prism Constant 0 To RPU502 Prism Constant 0 far right To Sokkia prisms ensure screwed into 0 offset side of holder Prism Constant 0 Shown on the left hand side Caution To Peanut prism Prism Constant 35mm To either Sokkia or Eclipse prisms screwed into the 360 degree holder Prism Constant 0 UNCONTROLLED COPY WHEN PRINTED Revision draft A Page 4 of 9 Review Date Printed 15 07 03 Geodimeter 468DR Instrument Settings Procedure SURV GEN 20030713 Eclipse prisms in the Eclipse holder DO NOT have a 0 prism constant as shown below on the right hand side image suggest these holders are only to be used for prism wall monitoring and not mixed with other holders used for traverses Prism constant for Leica circular prism is 34 0mm UNCONTROLLED COPY WHEN PRINTED Page 5of 9
5. T The program checks the chosen roadline this can take a couple of minutes with a big file SecInc Caution This is a bug in the program type in 0 then ENT just accepting the default 0 000 value may cause a program crash Sect Type in the sectional chainage you wish to setout Convention Looking along the centreline with chainages increasing looking up the road Radofs 1 5 Offset from the centreline ve value means current position is to right of centreline looking up the road RT ofs 3 7 Distance along centreline to get to required sectional chainage ve value means go up the road to get to the correct chainage interval dELE 3 2 Height above below section profile ve value means too high go down cut to required design REG to finish that section more Press the Yes button to continue with the next section which will be prompted UNCONTROLLED COPY WHEN PRINTED Revision draft A Page 7 of 9 Review Date Printed 15 07 03 Geodimeter 468DR Instrument Settings Procedure SURV GEN 20030713 AFTER MARKET BATTERY Alternative Power Supply A relatively cheap option when compared to purchasing genuine units is to use a re chargeable sealed lead acid battery 12V 6 5Ah Caution Connect the battery ve lead to the 6 pin and the ve lead to the 4 pin of a DB9 female plug Several cheap 240V 12V chargers are available to charge these types of batteries OFFSETS FOR A SURPAC PICKU
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