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1. Figure 052 260 1235 1 Sample of DA Form 1940 With Block Numbers F COMPUTED BY CHECKED BY 23 1940 STP 5 82D12 SM TG Performance Steps PROJECT TABULATION OF GEODETIC DATA Example 1 For use of this form see FM 3 34 331 the proponent agency is TRADOC Fort Belvoir VA DMS Fort Belvoir Fort Belvoir VA STATION Third Order Class 1 Traverse Tildon to Abbot Tildon AZ T Abbot Abbot AZ mark 154 32 02 9 Tildon 263 24 13 6 149 47 12 2 281 21 15 3 152 22 39 3 323 42 12 5 Air Force Geodetic Distance Tildon Air Force 1 613 478 Air Force Army 3 777 908 Army Marine 724 196 Horizontal tape Marine Abbot 112 372 TABULATED BY DATE YYYYMMDD CHECKED BY DATE YYYYMMDD GySgt Cook 1980 08 14 SFC Edwards 1980 08 14 DA FORM 1962 FEB 57 EDITION OF FEB 57 IS OBSOLETE USAPA V1 01 Marine Abbot Figure 052 260 1235 2 Completed Sample of DA Form 1962 STP 5 82D12 SM TG Performance Steps ERREUR TRAVERSE COMPUTATION ON THE UNIVERSAL TRANSVERSE MERCATOR GRID FROM STATION TOTAL ANGULAR CLOSURE NR OF ANGLE STATIONS ANY WHERE 5 F amp 309 999 ob inn EELE 3763 327 y
2. lt lt mn m D v COMPUTED BY DATE YYYYMMDD 7 DA FORM 1932 FEB 1957 USAPA V1 00 Figure 052 260 2470 1 Sample of DA Form 1932 With Block Numbers 3 148 STP 5 82D12 SM TG Performance Steps PROJECT 412 104 E 100 LTPE LOCATION Fort Belvoir VA SPHEROID WGS 84 Sample problem o 31 41 16 641 74 18 23 672 496 8 o 3507696 088 A DO A198 a 3353 198 P 0 06231653 an 0 00388335 0 00024200 U T M GRID COORDINATES FROM GEOGRAPHIC COORDINATES For use of this form see 3 34 331 the prponent agency is TRADOC ORGANIZATION AGS DMS CENTRAL MERIDIAN UNIT FE Meter _ 500 000 m Station gt gt SJS 3 dE 0 0011 LN av 263213 604 0 24963280 46 518 0 01555625 mem 0 00096941 3507905056 65707473 3507905 056 434292 527 Station an 3122 e gt o E S v DATE COMPUTED BY SSG Zambrano DA FORM 1932 FEB 1957 USAPA V1 00 Figure 052 260 2470 2 Completed Sample of DA Form 1932 149 STP 5 82D12 SM TG Performance Steps a Enter the project name location name and organization in blocks 1a b List the station name and geographic coordinates in
3. INSTRUMENT STATION ELEV ECCENTRICITY Here 1275 REFLECTOR STATION ELEV ECCENTRICITY PRISM NO S asm tene me METEOROLOGICAL READINGS DISTANCE meters PRESSURE TEMPERATURE ALTIMETER DRY C Q m m a z gt 6 377 804 157 55 HE az eo 9 5 T UO Z z zig 213 8 5 gt 5 ECCENTRIC CORRECTION EC 7 s s eo peers Dec me REMARKS ee from the Calibration Use only d comp ang manually gt I the Offset Cormecbon 2 computed eternaty n the astrument Then UO T Toward Eccentricity must e ADDED Away must be SUBTRACTED COMPUTED BY DATE CHECKED BY SSG Falcon TOT ec ERES eae NIMA Form 8900 2 JUN 97 p Figure 052 260 1236 2 Completed Sample of NIMA Form 8900 2 STP 5 82D12 SM TG Performance Steps 2 Compute and record the instrument and the reflector elevations a Compute the instrument elevation by adding the elevation of the instrument station with the height of instrument HI and record it in block 2a b Compute the reflector elevation by adding the elevation of the reflector station with the height of the reflector and record it in block 2b 3 Compute and record the difference of elevation
4. Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DMS ST 096 DMS ST 097 195 STP 5 82D12 SM TG Process Differential Global Positioning System DGPS Data 052 260 2335 Conditions As a topographic surveyor given downloaded DGPS data DGPS session field notes a desktop personal computer PC with the DGPS processing and adjustment software DGPS software user s manuals Defense Mapping School DMS Special Text ST 096 and 097 DGPS operator s manual and instructions on how to process DGPS data Standards Process DGPS data using the DGPS processing and adjustment software Process the data according to DMS ST 096 and 097 or the DGPS operator s manual Performance Steps 1 2 Enter the DGPS processing program Check the data Select the project Select LOAD Select FROM DAT FILE Select the individual files you wish to check or the ADD ALL option Select LOAD DATA Load the baselines a Select PROCESS b Select BASELINES c Select ADD ALL After the files are added click OK Select the processing options a Select OPTIONS b Enable the NOTIFY ON COMPLETION option c Select LOG ACTIVITY and choose the STANDARD option d Select TIME DISPLAY and enable the LO
5. o N O OC A C PD Determined if the C value was within specifications Determined the correction to the middle wire if the C value was not within specifications Performed adjustments to the middle wire if it was necessary Co Checked the C value again Repeated steps 1 through 12 until the C value was within specifications 14 Initialed the form Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DMS FORM 5820 R 3 106 STP 5 82D12 SM TG Perform as a Rodman 052 260 1125 Conditions As a topographic surveyor in a field environment given a precise or semiprecise level rod a rod level a marlin pin a hammer and a designated area to be leveled Standards Perform as a rodman during consecutive leveling turns between survey control points Establish turning points keep the level rod perpendicular to the ground pace and maintain a balanced distance between sightings and move according to the instrument operator s commands Performance Steps 1 Plumb the level rod over the survey control point or turning point using a rod level Pace forward for the next setup Set up the leveling turn by driving the marlin pin into the g
6. Repeated performance step 4 for the required number of readings A C Repeated the observations if the accuracy did not meet the specifications The readings should not exceed 0 010 meters from the mean N Checked DA Form 5819 to ensure that it was complete and correct 8 Turned off and stored the instrument Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 5819 DMS ST 031 TM 5 6675 332 10 STP 5 82D12 SM TG Measure Horizontal Directions With Theodolites 052 260 1328 Conditions As a topographic surveyor in a field location given an operational theodolite set up over a station a target set up over a rear station a target set up over a forward station a recorder with Department of the Army DA Form 5818 and Defense Mapping School DMS Special Text ST 031 Standards Measure horizontal directions and two station angles and two explement angles with a theodolite The station and explement angles must be within 5 seconds of their mean Also the mean station and explement angles must add up to 5 seconds of 360 The measured horizontal and explement angles must conform to third order specifications according to DMS ST 031 Reobserve any rejected observations Pe
7. 38IM 338HL 81801007 QQWWAAXA 31v s uof LAd 4304093 Kueduio 8 MOL NOILVZINVOYO INI dO 1SNI Figure 052 260 1228 2 Completed Sample of DA Form 5820 3 110 STP 5 82D12 SM TG Performance Steps 00 LA Va SN 31310580 S 68 40 002 INF 0285 WYO va 1 000 __ 3 928 15149 INI diWO2 puz _______ wo 861 QO3 30 32v3 gow 30 39Y4 LNI 3S WNS 30 LHOISHOVE l dvd SLL I Ss0l 81801002 31va EZI ZYN sou LAd ANSWNYLSNI J30H0038 H3ANH3S80 POL SI AVY ually NOILVZINYOMO NOI1V2O1 13N s Aouabe jueuodoid eui Lec vpe 995 uuo siu jo asn 104 INI dO LSNI SNIT3A31 3HIM 33HHL Figure 052 260 1228 3 Completed Sample of DA Form 5820 8 111 STP 5 82D12 SM TG Performance Steps NOTE Figure 052 260 1228 2 is a forward run and Figure 052 260 1228 3 is a backward run The name of the project block 1a The location of the project block 1b The name of the organization doing the project block 1c The rank and name of the instrument operator block 1d The rank and name of the recorder block 1e The type and
8. sss enne 3 18 Subject Area 2 Automated Integrated Survey Instrument 052 260 1131 Perform Operator Maintenance on Survey 3 30 052 260 1134 Operate the Automated Integrated Surveying Instrument AISI 3 32 052 260 1336 Perform a Topographic Survey With an Automated Integrated Surveying Instrument lv dl Sei A ee dae edet da me A eae 3 36 052 260 1337 Perform a Traverse With an Automated Integrated Surveying Instrument AIS EE 3 41 052 260 1338 Perform an Intersection With an Automated Integrated Surveying Instrument AIS D ee etg Maes am du tee e tee Al aay dp dee ae uou 3 46 DISTRIBUTION RESTRICTION Approved for public release distribution is unlimited This publication supersedes the portions of STP 5 82D14 SM TG 3 May 1985 that cover Skill Levels 1 and 2 STP 5 82D12 SM TG 052 260 1122 052 260 1225 052 260 1226 052 260 1227 052 260 1234 052 260 1235 052 260 1236 052 260 1313 052 260 1314 052 260 1326 052 260 1328 052 260 1329 052 260 1109 052 260 1125 052 260 1228 052 260 1330 052 260 1340 052 260 1401 052 260 1406 052 260 2338 052 260 2340 052 260 2460 052 260 2466 052 260 2470 052 260 2479 052 260 2482 052 260 2491 052 260 2492 052 260 2486 052 260 2487 052 260 2488 052 260 2489 052 260 2490 052 260 2332 052 260 2333 Subject Area 3 Traverse
9. sssssssessssseees eene enne nnne nnn nnn 3 173 Compute a Geodetic Traverse ssssssssssseseseeeneeen nennen 3 174 Subject Area 4 Level Perform Operator Maintenance a Leveling 3 189 Check Level Dalai deti ot eS ih ef tte dee ier oe ceu 3 192 STP 5 82D12 SM TG Subject Area 5 Differential Global Positioning System 052 260 2334 Download Data From the Differential Global Positioning System DGPS HOCOIVO 1 upra ELI o eee ir PG 3 194 052 260 2335 Process Differential Global Positioning System DGPS Data 3 196 052 260 2504 Adjust Differential Global Positioning System DGPS Networks 3 199 APPENDIX A DEPARTMENT OF THE ARMY DA FORM 5164 R HANDS ON EVALUATION c ELE A 1 APPENDIX B DEPARTMENT OF THE ARMY DA FORM 5165 R FIELD EXPEDIENT 1 APPENDIX C CONVERSION FACTORS UNITED STATES US UNITS AND METRIC C 1 IDIOT Glossary 1 Supporting References cicer ite oer ados crc Vo one Tl Roa e ua Ra v References 1 STP 5 82D12 SM TG PREFACE This publication is for skill levels SLs 1 and 2 soldiers holding military occupational specialty MOS 82D and their trainer or first line supervisors It contains standardized training objectives in the form of task summaries that may be use
10. ea EE 0 5 hz h 47 5 tan 90 C k ABC k in secs 05279 COMPUTED BY DATE CHECKED DATE YYYYMMDD amorar 2001C 2 1 DA FORM 1947 1 FEB 57 V1 01 46 3719 58 5506 IEEE ae ae pS es is 1 n i MEET fowls nes aaa EE i a eee PEN RE pong Dg ___ a Ls Esa Figure 052 260 1335 7 Completed Sample of DA Form 1947 STP 5 82D12 SM TG Performance Steps a b d e f g h Fill in the administrative headings in blocks 3a Enter the name of the station whose elevation is known station 1 occupied in block 3b Enter the name of the station whose elevation is unknown station 2 observed in block 3c Enter the object sighted for example target or obstruction light in block 3d Enter the mean observed ZD in block 3e Enter the azimuth of the line to the nearest minute get this information from DA Form 1938 and enter it in block 3f Enter the mean latitude of the line to the nearest minute in block 3g this is obtained by converting the northings and eastings computed on DA Form 1938 to geographic positions then taking the mean of the latitudes Record the weighted mean coefficient of refraction when not observed use 0 4290 and enter it in block 3h Enter the grid distance S in block 3i the grid distance S is obtained from DA Form 1938 Determine the mean radius
11. 6 8 Determine and enter the cumulative sums for all successive BS and FS readings a The total of all wire readings blocks 8a b The total of all mean middle wire readings blocks 8b c The total of all sums of intervals blocks 8c NOTE The difference between the BS sum of intervals and the FS sum of intervals step 8c must not exceed 100 a 10 meter stadia distance at any time When the difference between the sums of intervals is 30 a 3 meter stadia distance it is recommended that corrections be made to the FS by either lengthening or shortening the FS about one half of the difference between the BS and the FS sum of intervals 9 Enter the name of the closing benchmark or the temporary benchmark for the section for example TBM 1 in block 9 NOTE If more than one page of notes is required to reach the closing station the cumulative totals steps 8a 8b and 8c must be carried over to the first line of the new page 10 Perform a page check A page check is required for each completed page of DA Form 5820 before transcribing running totals to the next page It is also required upon completion of a section and is accomplished in the following manner a Divide the final sum of all wire readings BS and FS step 8a by three and compare this amount to the running total of the mean middle wire sums step 8b A difference exceeding 0 1 indicates an error Check all interim sums for math errors b Enter your initials to
12. Hep REMARKS COMPUTED BY DATE YYYYMMDD SSG D Jones 20010522 CHECKEDBY DATE YYYYMMDD DA FORM 5819 JUN 2001 ___ of USAPA V1 00 Figure 052 260 2460 2 Completed Sample of DA Form 5819 3 137 STP 5 82D12 SM TG Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select an area that is level or of constant slope for a distance of about 700 meters Mark 10 stations at the approximate distances prescribed no taping is necessary station 1 0 meters station 2 50 meters station 3 100 meters station 4 150 meters station 5 200 meters station 6 250 meters station 7 300 meters station 8 400 meters station 9 500 meters station 10 600 meters Obtain the assistance of two instrument operators who are qualified according to task 051 260 1326 and two recorders who are qualified according to task 051 260 1225 Measure the following distances 0 to 50 meters 0 to 100 meters 0 to 150 meters 0 to 200 meters 0 to 250 meters 0 to 300 meters 50 to 100 meters 100 to 200 meters 150 to 300 meters 200 to 400 meters 250 to 500 meters and 300 to 600 meters Reduce the distance to horizontal Brief Soldier Tell the soldier that all distances received are horizontal and that it is not
13. Performed a check on the BS station before leaving it Reobserved any bad measurements if it was necessary Checked and or edited the stored data Exited Program 11 12 o N O A Moved to the next station and completed the measurements Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related AISI OPERATOR S MANUAL DMS ST 648 DMS ST 031 TM 5 6675 332 10 STP 5 82D12 SM TG Subject Area 3 Traverse Set Up a Target Set 052 260 1122 Conditions As a topographic surveyor in a field environment given a survey target with accessories a survey control point a tripod a plumb bob a 2 meter tape measure and two intervisible survey stations Standards Set up a survey target over a survey station and plumb the target within 2 millimeters of the center of the station The target must be visible from the designated observation point Measure the height of all well defined points on the target to the nearest 0 001 meter Performance Steps 1 Set up the survey target Figure 052 260 1122 1 Figure 052 260 1122 1 T 2 Target set STP 5 82D12 SM TG Performance Steps a Extend the legs of the tripod equally and open them the same distance from the axis of the tripod b Set the
14. 3 Computed the position closure and adjustment on DA Form 1962 Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1923 DA FORM 1962 DMS ST 031 3 187 STP 5 82D12 SM TG References Required Related SP 241 3 188 STP 5 82D12 SM TG Subject Area 4 Level Perform Operator Maintenance on a Leveling Instrument 052 260 2332 Conditions As a topographic surveyor given a level with all accessories and Technical Manual TM 5 6675 329 13 amp P level rods appropriate cleaning materials two copies of Department of the Army DA Form 2404 two turning pins two 2 pound hammers and two rod levels Standards Perform operator maintenance on a level according to TM 5 6675 329 13 amp P or the manufacturer s manual and record deficiencies on DA Form 2404 Performance Steps 1 Inspect the instrument for damage or wear a Visually inspect the instrument for broken or missing parts b Check for cracked or scratched lenses 2 Clean the level with a dry lint free cloth a Take the instrument indoors after use in moist weather b Open the transport case and remove the instrument c Allow the instrument to dry naturally d Allow condensation on the lenses to evaporate naturally 3 Clean all glass surfaces with lens tissue and solution a
15. Checked the data Loaded the baselines Selected the processing options Set up the processing session Edited the occupations Entered the precise station coordinates Selected the baseline sets and set the reference coordinates Processed the baselines N O A C PD Saved the processing session 3 197 STP 5 82D12 SM TG Performance Measures GO NOGO 11 Checked the results Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DGPS OPERATOR S MANUAL DMS ST 096 DMS ST 097 3 198 STP 5 82D12 SM TG Adjust Differential Global Positioning System DGPS Networks 052 260 2504 Conditions As a topographic surveyor given processed DGPS data a desktop personal computer PC with the DGPS processing and adjustment software DGPS software user s manual Defense Mapping School DMS Special Text ST 096 and 097 DGPS operator s manual and instructions on how to adjust a DGPS network Standards Adjust a DGPS network using the DGPS processing and adjustment software Adjust the data according to DMS ST 096 and 097 or the DGPS operator s manual Performance Steps 1 Enter the adj
16. ORGANIZATION DMS LONE NM STATION ELLIPSOID 2 STATION ELLIPSOID ZONE BHTW 36 43 WGS84 4070658 696 279412 593 220587 407 IX H LOCATION Fort Belvoir VA ELLIPSOID CENTRAL MERIDIAN 4070658 696 36 46 54 205 1900 435 0 04865880 0 00236768 00 01 32 412 __92412 36 45 21 793 83 28 15 906 N N in NORTHERN HEMISPHERE N 10 000 000 000 N in SOUTHERN HEMISPHERE E FEorFE E q 0000001 E Ap VII q q4 45 Ag IX q x 43 Es qf CM 2 COMPUTED BY DATE YYYYMMDD CHECKED BY DATE YYYYMMDD SSG Zambrano 20010818 DA FORM 1933 JUL 2001 EDITION OF FEB 1957 IS OBSOLETE USAPA V1 00 Figure 052 260 2466 2 Completed Sample of DA form 1933 8 141 STP 5 82D12 SM TG Performance Steps a Enter the project name location name and organization in blocks 1a b List the station name and UTM grid coordinates in blocks 1b c Use TM 8358 1 to obtain the following information and record it on DA Form 1933 1 Central meridian CM block 1c 1 The longitudes that are listed across the top and bottom of the chart are for zone boundaries The CM of the zone is the mean of the zone boundaries NOTE The CM must be entered with the appropriate sign 2 Ellipsoid block 1c 2 The plotted point will be in one of the border
17. 2 Figure 052 260 1235 3 Completed Sample of DA Form 1940 DA 1940 STP 5 82D12 SM TG Performance Steps NOTE For SSs only after completing step 1 skip steps 2 through 8 and go to step 9 The project name block 1a The project location block 1b The organization block 1c The from station starting station block 1d The to station ending station block 1e The number of angle stations number of observed field angles block 1f The grid zone number block 19 The traverse or SS station name enter on both sides of DA Form 1940 blocks 1h The observed angles corrected mean station angles block 1i The corrected field distances block 1j The starting and ending projected geodetic azimuths T block 1k The mean elevation block 11 The starting and ending UTM grid coordinates for a traverse or the UTM grid coordinates of the occupied station for SSs blocks 1m NOTE The starting and ending projected T may be obtained from the UTM coordinates by computing the grid azimuth t and t T on DA Form 1934 2 Compute the sum of angles by adding all the observed angles to the starting back azimuth Leave the value in decimal degrees and record it to six decimal places in block 2 round the answer 3 Compute the ending azimuth by subtracting 180 from the sum of the angles until you are as close as possible to the known ending azimut
18. 3 The station name block 3a 3 4 The locality designation for example state province county or country block 4 5 The stamping on the mark inscription on the disk block 3a 5 6 The agency that established the mark block 3a 6 7 The coordinates or the station either the UTM or the geodetic blocks 3a 7 Write a station description that includes the following block 3b 1 A recovery note The recovery note should be as follows recovered as described no change in the sketch and description recovered the station was recovered but the description required some changes not recovered no evidence of the station was found disturbed the station was found but there was evidence that the station had been displaced destroyed evidence that the station existed but was unable to be reset within 1 centimeter reset the station was found and reset to within 1 centimeter of the original position 2 The general location Provide the general vicinity information in relation to major landmarks cities and cultural or man made features Use the following phrase The station is located 3 A route description Describe the route to follow to find the station that starts from a prominent point such as an intersection or prominent landmark for example from town hall proceed 2 4 miles south on Main Street to the intersection of Main Street and Elm Road Use tenths of miles or kilometers in the description U
19. 8 Compute the adjusted angles by algebraically adding the correction per angle to the observed angle Record it to one decimal place in block 8 9 Compute the azimuth of each traverse section or SS by adding the first adjusted angle to the starting back azimuth If this azimuth is over 360 subtract 360 This is the azimuth to the forward station or SS station Record it in block 9 The azimuth of all lines must always be stated in the direction in which the SS or traverse is being computed NOTE For an SS stop here and skip steps 10 through 13 and go to step 14 STP 5 82D12 SM TG Performance Steps a Convert the forward azimuth of the line to a back azimuth by either adding or subtracting 180 from the forward azimuth The forward azimuth to the next station is then computed by adding the back azimuth from the previous line to the adjusted angle of the next station If the new forward azimuth to the station is greater than 360 subtract 360 b Repeat this procedure until the final station obtains a perfect check The computed closing azimuth must agree exactly with the known closing azimuth If not a math error has been made and must be corrected NOTE It is very important that particular attention be given to the direction of azimuth An error of 180 may go undetected and two errors of 180 will cancel out providing a final azimuth check This will result in some sections being reversed in direction Always refer to the sk
20. Computed the HC and the error Computed and recorded the corrections to the mean station and explement angles Applied the corrections to determine the corrected station angle and explement angles Signed and dated the form STP 5 82D12 SM TG NO GO Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1916 DMS ST 031 STP 5 82D12 SM TG Measure Distances With Electronic Distance Measuring Equipment EDME 052 260 1326 Conditions As a topographic surveyor in a field environment given an infrared EDME a tripod a 2 meter tape measure a thermometer a barometer two intervisible survey stations an EDME target set set up and ready Technical Manual TM 5 6675 332 10 Defense Mapping School DMS Special Text ST 031 and a recorder with Department of the Army DA Form 5819 Standards Measure distances with the EDME to third order specifications according to DMS ST 031 Performance Steps 1 Set up and plumb the EDME over the survey station a Open the tripod and with the cover on attach the plumb bob b Place the tripod over the survey control station and ensure that it is plumb over the mark Embed the tripod legs firmly in the ground c Adjust the legs until the tripod head is horizontal Ensure that the plumb bob is still plumb over
21. STP 5 82D12 SM TG Topographic Surveyor Soldier s Manual and Trainer s Guide MOS 82D Skill Levels 1 2 DISTRIBUTION RESTRICTION Approved for public release distribution is unlimited HEADQUARTERS DEPARTMENT OF THE ARMY STP 5 82D12 SM TG SOLDIER TRAINING HEADQUARTERS PUBLICATION DEPARTMENT OF THE ARMY No 5 82D12 SM TG Washington DC 27 August 2001 Topographic Surveyor Soldier s Manual and Trainer s Guide MOS 82D Skill Levels 1 2 TABLE OF CONTENTS PAGE Table of oO so ret te ea ee ee eas i PREFAGE E A E T E iv Chapter T cece 1 1 Chapter 2 Training Guide eee a re e raaa rae ea aena aa ape ehori dae aae nam tanaan haa eieiaeo diede naie 2 1 Chapter 3 MOS Skill Level Tasks cccssecceeseeeeeeeeeseeeeneeeeeeeeeescaeeeneeeeeseeeeseaesenueeeneeeeseesesaeeeneeeeneeaeas 3 1 Skill Level 1 Subject Area 1 General 052 260 1116 Emplace a Permanent Survey Control 3 1 052 260 1213 Sketch and Describe the Location of a Survey Control Station 3 4 052 260 1323 Recover Survey Control Stations essen 3 10 052 260 1333 Perform a Topographic Survey by the Stadia Transit 3 16 052 260 1335 Compute an Intersection
22. VAL Vertical angle VII Vill Glossary 8 Angle measured from the rear station to the forward station in a traverse standard sexually transmitted disease station number soldier s training publication sustainment satellite vehicle trained slab thickness deck thickness crown thickness geodetic azimuth grid azimuth slope distance telescope above station time tangent telescope trainer s guide technical manual training table s of organization and equipment United States Army Training and Doctrine Command truck tracking uncorrected distance mean uncorrected slope distance United States US Army Publications amp Printing Command United States Army Sergeants Major Academy unit structure diagram user defined sequence universal transverse Mercator nerve agent volt Table value V volt ampere Virginia vertical angle value See zenith distance Table value 7 Table value 8 STP 5 82D12 SM TG WK weekly WX weather X all weather none by Table value 10 XII Table value 12 XIII Table value 13 XMEM external memory YYY MMDD year month and date Z zulu time Greenwich Mean Time offset correction ZD zenith distance ZEN zenith Section Il Terms degree Abstract A summary of the results of recorded field notes used for computational purposes Allowable error The amount of error that can be introduced in a survey measurement of distance elevation or position and still meet the p
23. 19 Computed the AE for position closure 20 Computed the KN and the KE 21 Computed the corrections to the dNs and the dEs 22 Computed the SS or final adjusted grid coordinates 23 Signed and dated the form Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1940 DA FORM 1934 DA FORM 1962 DMS ST 031 STP 5 82D12 SM TG Compute Distances 052 260 1236 Conditions As a topographic surveyor in a secure field environment given National Imagery Mapping Agency NIMA Form 8900 2 with the corrected slope distance T the azimuth of line the mean latitude h any eccentric values and the elevations of the instrument and reflector stations a scientific calculator a desktop personal computer PC with the NIMA Tables Program for geodetic distances only and the project directive Standards Compute distances to ensure that all readings are summed and meaned and agree within 10 millimeters from the mean Reject and reobserve any reading that exceeded the 10 millimeters Compute the difference in elevation d to the same number of decimal places as the given elevations Compute the horizontal distance H to three decimal places Compute the eccentric correction EC to three decimal places if ne
24. 2 502 uis 10 uis soo 0 7100 4 000014 0502 D UIS S X S09 NOILVLNdWOD NOILISOd Figure 052 260 2490 1 Sample of DA Form 1923 With Block Numbers 3 175 STP 5 82D12 SM TG Performance Steps TABULATION OF GEODETIC DATA For use of this form see FM 3 34 331 the proponent agency is TRADOC ORGANIZATION Fixed Azimuth to Fixed Latitude Fixed Longitude Reference Mark Reference Mark 32 42 06 397 114 00 44 140 253 56 41 07 32 50 38 641 113 21 38 157 77 40 44 33 Field Geodetic Distribution LOCATION Anywhere ese D pl E tea ee aa ae Sa NEG C srs o peed pr ces ea i EREMO VENE SET imple Aa o gt MM Lg MESS peel ee gee p e p SEHEN poe E cl cp Lanai TABULATED BY DATE CHECKED BY DATE YYYYMMOD SSG Zambrano 2001 05 25 1962 FEB 57 EDITION OF FEB 57 IS OBSOLETE USAPA V1 01 Figure 052 260 2490 2 Completed Sample of DA Form 1962 3 176 STP 5 82D12 SM TG Performance Steps 001A vavsn poui4apun 40 addi pjoq avay ut 10u aut 20 q Aavay IY Jopun SUL NWO 512 0 0008 104 74 LON 91 xoiddv v L66cOps 0 ws 40 uil 22 1
25. Give the soldier a safety briefing before starting the test Tell him to record level data Performance Measures GO NOGO 1 Entered administrative data on DA Form 5820 Entered the wire readings in millimeters for the BS and FS observed 2 3 Determined and entered the stadia intervals 4 Determined the mean reading by applying the correction to the middle wire reading N C Determined and entered the sum of intervals Computed the cumulative sums Repeated steps 2 3 4 5 and 6 Determined and entered the cumulative sums for all successive BS and FS readings 9 Entered the name of the closing benchmark or temporary benchmark for the section 10 Performed a page check 11 Computed the differences in elevation and distance between the stations 12 Performed the backward run by repeating steps 1 through 11 and recording all observations 13 Computed and recorded the EC and AE for the completed level line 14 Initialed the form 3 114 STP 5 82D12 SM TG Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 5820 DMS ST 031 3 115
26. The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to compute a grid traverse 55 Performance Measures GO NOGO NOTE For a traverse completed all the steps For an SS completed steps 1 9 14 15 22 and 23 1 Entered administrative data on DA Form 1940 and abstracted all information from DA Form 1962 onto DA Form 1940 Computed the sum of the angles Computed the ending azimuth Computed the AEC Computed the AE Computed the correction per station Computed the correction per observed angle and assigned those corrections Computed the adjusted angles Computed the azimuth of each traverse section or SS Computed the SLC Computed the MID N and MID E o N O A C PD oe po Computed the scale factor Computed the grid distances A Computed the cosine and sine of the azimuths Computed the dNs and the dEs Computed En and the Ee N Computed the LEC Computed RC STP 5 82D12 SM TG Performance Measures GO NOGO
27. The sum of the corrections must equal the errors of dN and dE with the opposite sign If because of rounding errors the sum does not exactly equal the error of dN or dE this difference must be distributed For uniformity the largest corrections are changed by one unit third decimal place until the correct sum is obtained 22 Compute the SS or final adjusted traverse grid coordinates northings and eastings a For an SS algebraically add the dN and dE to the occupied station coordinates for each observation and proceed to step 23 STP 5 82D12 SM TG Performance Steps b For a traverse compute the adjusted northing by algebraically adding the dN and the correction of the dN to the northing of the preceding station Record the value to three decimal places in block 22b c For a traverse compute the adjusted easting by algebraically adding the dE and the correction of the dE to the easting of the preceding station Record the value to three decimal places in block 22c NOTE Continue this procedure in a like manner for each station As a math check apply the last dN and the last correction to the dN to the northing of the preceding station The answer must equal the fixed northing of the closing station The same is true for the easting 23 Sign and date the form blocks 23 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed
28. To build the table on a 1 minute interval enter 0 1 0 and press the enter key Input the southern latitude limit DMS NOTE For the southern limit deduct 5 minutes from the seed latitude and press the enter key m Input the northern latitude limit DMS for the table NOTE For the northern limit add 5 minutes from the seed latitude and press the enter key n Select the table or value to construct Round the final answer to three decimal places and record it in block 6n NOTE Select OPTION 5 LATITUDE FROM GRID COORDINATES and press the enter key Look at the values in column and find the value that is as close to but less than the N The latitude associated with this value becomes the degrees and minutes of the latitude To find the seconds subtract the tabular value from the N and divide by the difference 1 for the latitude associated This is the value you will use to generate the tabular values 7 Generate tabular values VII 06 IX X and E5 using the NIMA Tables Program for the appropriate ellipsoid a Enter 99 and press the enter key b Select OPTION 5 CHANGE COMPUTATION MODE from the PROGRAM CONTROL CODE MENU and press the enter key c Select OPTION 1 INDIVIDUAL POINT and press the enter key d Enter the latitude that you figured when prompted to INPUT LATITUDE OF POINT and press the enter key e Select the table or value to construct the screen Select OPTION 5 LATITUDE FROM GRID COORD
29. Use caution when removing dust or sand from lenses b Use an antistatic lens paper cotton wad or lens brush if possible Never use a coarse or dirty cloth or hard paper 4 Inspect the level and controls for damage and proper function a Inspect the horizontal traversing and slow motion mechanism for proper operation b Inspect the reticle for smooth operation c Inspect the telescope focusing mechanism for smooth operation d Rotate the three leveling foot screws and inspect for rough travel and instability 5 Clean the level accessories and the hand levels turning pins and hammers with mild detergent and warm water Wipe them dry immediately 6 Record uncorrectable faults on DA Form 2404 see Figure 052 260 2332 1 189 STP 5 82D12 SM TG Performance Steps EQUIPMENT INSPECTION AND MAINTENANCE WORKSHEET For wae ot this form see OA 735 750 ang 738 751 the propeneet agency is OCSLOG T ORGANIZATIO 2 NOMENCLATURE ANO MODE 70th Eng Co 29th Eng Bn Ft Shafter HI Wild Heerbrugg Na2 80 Level REGISTRATION SERIALINSN isnt dno BUNOS 5 DATE 6 TYPE INSPECTION SN 02183 8 7 APPLICABLE REFERENCE TM NUMBER TM 5 6675 329 13 amp P COLUMN Enter TM item number COLUMN b Enter the applicable condition status symbol COLUMN c Enter deficiencies and shortcomings COLUMN d Show corrective action for deficiency or shortcoming listed in Column c COLUMN c Individual
30. d in block 3 Subtract the instrument elevation from the reflector elevation and record the absolute value to the same number of decimal places as the given elevations 4 Compute and record the horizontal distance H in block 4 The horizontal distance H is equal to the square root of the following value T squared d squared where T Corrected slope distance d Difference of elevation NOTE If only the horizontal distance H is required the computation is complete Proceed to step 10 5 Compute and record the mean elevation h in block 5 Add the elevation of the instrument with the elevation of the reflector and divide by two 6 Determine the mean radius of curvature rho Use the NIMA Tables Program and input the following Enter the tables program Enter any letter Select the LONG PROMPTS option Enter a station name Select an ellipsoid Enter the mean latitude of the station Select the RADIUS OF CURVATURE Table XX Record the mean rho on NIMA Form 8900 2 in block 6 Exit the tables program JQ 7 Determine and record the EC in block 7 if necessary Algebraically add the eccentricity at the instrument station with the eccentricity at the reflector station The toward eccentricity is a positive value and the away eccentricity is a negative value 8 Compute the sea level reduction factor C Use the following formula Record it to three decimal places with
31. wwf ee _ 5 e n xum 7 1 7 ORE DM eysery 2uSLIAUTE Hog NOILY901 OOQYYL s juauodosd ayy Lee ve c IN 39S SIY JO esn 204 Figure 052 260 1335 5 Completed Sample of DA Form 1938 3 24 STP 5 82D12 SM TG Performance Steps Q a u V W Fill in the administrative headings in blocks 2a Enter the grid azimuth for side 2 3 in block 2b get this information from DA Form 1962 Enter the grid azimuth for side 3 2 in block 2c get this information from DA Form 1962 Enter the angles at stations 2 and 3 the station names opposite their appropriate numbers and the coordinates for stations 2 and 3 in blocks 2d Enter the grid distance for side 1 2 in block 2e get this information from DA Form 1920 Enter the grid distance for side 1 3 in block 2f get this information from DA Form 1920 Compute the grid azimuth for side 2 1 by adding angle 2 to the azimuth for side 2 3 If the sum exceeds 360 subtract 360 Enter this amount in block 2g Determine the sine of the azimuth for side 2 1 and enter it in block 2h Compute the difference in easting dE by multiplying the sine of the azimuth for side 2 1 by the grid distance for side 2 1 and enter it in block 2i Compute E1 by adding the dE to 22 and enter it in block 2j Determine the cosine of the azimuth
32. 260 1336 Conditions As a topographic surveyor in a field environment given a complete AISI set a tripod a plumb bob a 2 meter tape measure coordinates for the occupied and backsight BS stations personnel to operate the targets a recorder a recording sheet procedures for collecting data by means of a topographic survey with an AISI Defense Mapping School DMS Special Text ST 648 and the AISI operator s manual Standards Perform a topographic survey with an AISI Collect topographic survey data for three survey targets prism poles Perform observations according to the guidelines and procedures set forth in the AISI operator s manual Observations must meet the specifications contained in the unit s standing operating procedure SOP or the recommended procedures in DMS ST 648 Performance Steps 1 Perform the indoor procedure a Disable the dual axis compensator 1 Place the instrument on the desk and press the power PWR button 2 Press F22 and set the compensator to 0 3 Press the enter ENT button b Set the units of measure time and date 1 Press the menu MNU button and enter 17 2 Press the YES button to accept or the NO button to change the units at the display prompts Press the MNU button and enter 15 Press 1 to set the date Enter the correct date in the year month and day YYY MMDD format Press the ENT button to accept the change Enter the correct time in the hour minutes and seconds HH
33. 3 280840 SUM up 1527 308 MEAN UNCORRECTED SLOPE DISTANCE UD H oly ala ew 5 ZERO CORRECTION 2 7636 540 REFRACTIVE INDEX PRODUCT CORRECTION RC CORRECTED SLOPE DISTANCE 1 UNCORRECTED HORIZON DISTANCE H CORRECTION EC Obtained from nstrument Calibration Toward Eccentricity must be ADDED Away Eccentricity must be SUBTRACTED HORIZON DISTANCE Hm Hip REMARKS Sample COMPUTED BY DATE YYYYMMDD SSG Zambrano 20010818 CHECKEDBY gt DATE YYYYMMDD SFC Gan 20010818 DA FORM 5819 JUN 2001 Pags __ of V1 00 Figure 052 260 1225 2 Completed Sample of DA Form 5819 STP 5 82D12 SM TG Performance Steps 2 Record the height of instrument HI above the station the height of reflector above the station and the eccentricities at the instrument and reflector stations in blocks 2 3 Read and record meteorological data a The barometric pressure at the instrument station block 3a b The temperature at the instrument station block 3b c The barometric pressure at the reflector station block 3c d The temperature at the reflector station block 3d e The sum and mean of the barometric pressures blocks 3e To determine the sum add the barometric pressure at the instrument station with the barometric pressure at the reflector station and record it to one decimal
34. AISI Perform a Topographic Survey With an Automated Integrated Surveying Instrument AISI Perform a Traverse With an Automated Integrated Surveying Instrument AISI Perform an Intersection With an Automated Integrated Surveying Instrument AISI Set Up a Target Set Record Electronic Distance Measuring Equipment EDME Values Record Horizontal Directions for Theodolites Record Vertical Angles VAs Zenith Distances ZDs for Theodolites Check Field Notes and Abstracts for Errors Compute a Grid Traverse or Side Shot SS Compute Distances AIT AIT AIT AIT AIT AIT AIT AN QT QT QT QT QT QT STP 5 82D12 SM TG 4 Level 5 Differential Global Positioning System 052 260 1313 052 260 1314 052 260 1326 052 260 1328 052 260 1329 052 260 1109 052 260 1125 052 260 1228 052 260 1330 052 260 1340 052 260 1401 052 260 1406 Abstract Vertical Angles VAs Zenith Distances AIT QT 1 ZDs Abstract Horizontal Angles HAs AIT QT 1 Measure Distances With Electronic Distance AIT QT 1 Measuring Equipment EDME Measure Horizontal Directions With Theodolites AIT QT 1 Measure Vertical Angles VAs Zenith AIT QT 1 Distances ZDs With Theodolites Determine the Level Error Perform as a Rodman Record Level Data Measure the Difference in Elevation With a Level Compute a Differential Level Line Collect Data With Differential Global Positioning Sy
35. Aim the instrument at the reference object and press the A M button NOTE If not entering the area file and entering the coordinates manually leave the space blank e Execute the Topographic Survey Program 1 Press the PRG button enter 1 and press the ENT button starts Program 1 Select the memory device to be used Enter the project number Enter the name of the operator Press the REG button to store admin data Enter the occupied STN Enter the P CODE and press the ENT button Enter the instrument height IH Enter the BS STN Enter the BS station P CODE and press the ENT button NOTE Do not change the HA REF if you ran Program 20 and want to measure northings N and eastings E in the field Just press the ENT button and go to the next step 12 Enter 0 0030 when the AISI prompts for the HA REF _ setting Aim the instrument at the BS before pushing the ENT button The HA for the first BS must be recorded on the recording sheet NOTE The AISI is already referenced to the project coordinates if Program 20 was run 13 Enter the PNO for the first topographic shot when the instrument displays PNO _ NOTE The first shot should be on the BS station Remember that PNOs can only be used once in each project 14 Enter the P CODE 15 Enter the TH 16 Ensure that the instrument is in the STD mode The letters STD will appear on the upper left hand of the AISI screen If the instrume
36. DGPS Equipment 3 123 Collect Site Information for Differential Global Positioning System DGPS PIANNING 3 127 Skill Level 2 Subject Area 1 General Perform Operator Maintenance on Theodolites 3 129 Supervise Operator Maintenance of Survey 3 132 Compute the Instrument Constant for Electronic Distance Measuring EA 3 134 Convert Universal Transverse Mercator UTM Grid Coordinates to Geodetic GOOIdil1al8S reci iir edat Fetish a cte ada e Ree E Fea E ae TA 3 139 Convert Geodetic Coordinates to Universal Transverse Mercator UTM Grid Gootdif1al8S 2 rsen ate 3 147 Compute the Convergence nnns trenes 3 153 Compute Datum Transformations sesssssssesseeeeeee nennen 3 158 Check Intersection Computations sssssssssseseseeeenee nennen 3 160 Establish a Declination Station sese 3 164 Subject Area 2 Automated Integrated Survey Instrument Postprocess Automated Integrated Surveying Instrument AISI Data 3 166 Subject Area 3 Traverse Check Horizontal 3 169 Check Vertical Angle VA Zenith Distance ZD Field 3 171 Check Distance Data
37. Follow the access road around the perimeter of the airfield for 0 9 mile to the station site The station is a Type 70 monument protruding 20 centimeters above the ground and is located atop a berm The station is located 75 1 meters at an azimuth of 160 from Building 6680 82 3 meters from the hot fuel point and 67 meters from the fuel point sign Horizontal position was established by third order class traverse Elevation was established by third order leveling procedures Building 6680 DA FORM 1959 OCT 64 REPLACES DA FORMS 1959 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION AND 1960 1 FEB 57 WHICH For use of this form see FM 3 34 331 the proponent USAPA V1 00 ARE OBSOLETE agency is TRADOC P S Figure 052 260 1213 2 Completed Sample of DA Form 1959 STP 5 82D12 SM TG Performance Steps NOTE DA Form 1958 is used when performing a benchmark recovery The country block 1a The type of mark for example a bronze disk block 1b The station name block 1c The locality designation for example state province county or country block 1d The stamping on the mark inscription on the disk block 1e The agency that established the mark block 1f The coordinates or the station if provided either the universal transverse Mercator UTM or the geodetic blocks 19 2 Describe the general location of the station block 2 Provide the general vicinity informatio
38. MORE prompt Press the NO button at the END OF TRAVERSE prompt Move to the next point Repeat steps 2 through 6 for additional traverse points 7 Make observations to close the traverse NOTE Perform this routine on the last set of BS and FS pairs at the last station This routine will end the traverse so ensure that all measurements are completed before closing the traverse This routine is not necessary if at the END OF TRAVERSE prompt the user presses the YES button a Make a two face pointing at the BS and press the A M button to measure the distance again if required 1 Press the REG button and then the YES button at the MORE prompt The display will appear as follows Display STD 16 12 1 FORESIGHT 2 BACKSIGHT 3 OTHER Enter 3 to select OTHER The display will appear as follows T Display STD 16 13 1 BENCHMARK 2 CLOSE 3 SIDE SHOT Enter 2 to select CLOSE The display will appear as follows Display STD 16 14 1 EXTERNAL CE 2 INTERNAL CI 3 OTHER Select one of the following 1 FOR CLOSE EXTERNAL TRAVERSE 2 FOR CLOSE INTERNAL TRAVERSE 3 FOR OTHER POINT TO POINT Enter the PNO P CODE and TH Make two face pointing at the closing point and press the A M button Press the REG button when the measurement of the distance is complete Evaluation Preparation Setup Provide the soldier with the items that
39. ORGANIZATION STATION 1 1 1 DATE YVYYMMDD _ INST TYPE NO 1 POSITION NO COMPUTED BY DATE vvvvMMDD CHECKED BY DATE YYYYMMDD 13 13 DA FORM 1916 FEB 57 USAPA V1 01 STATIONS OBSERVED Figure 052 260 131 4 1 Sample of DA Form 1916 With Block Numbers STP 5 82D12 SM TG Performance Steps ABSTRACT OF HORIZONTAL DIRECTIONS For use of this form see FM 3 34 331 the proponent agency is TRADOC LOCATION ORGANIZATION STATION Missouri 99th Engr Det Survey Lake USC amp GS 1932 DATE YYYYMMDD INST TYPE POSITION NO 2001 05 22 Wild T 2 28234 STATIONS OBSERVED ein o EI Explemen tary Angle oo Mean Station Explemen tary Closure 38 37 38 38 38 38 38 38 38 37 38 W _ A 13 1 8 3 4 0 od 2 2 9 2 Corrected 047 46 COMPUTED BY DATE YYYYMMDD CHECKED BY DATE YYYYMMDD SPC Jones SSG J Zambrano 2001 05 22 2001 05 22 DA FORM 1916 FEB 57 V1 01 Figure 052 260 1314 2 Completed Sample of DA Form 1916 STP 5 82D12 SM TG Performance Steps 2 Record the observed data a Record the name of the initial station in block 2a b Record the name of the forward station in block 2b c List the degrees and minutes of the reading at the top of each respective column block 2c d Record the seconds for
40. Sign and date the form in blocks 9 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to compute a differential level line Performance Measures 1 Checked all field notes for omissions and errors Corrected any errors that were found Entered all administrative and known data on DA form 1942 Notified the supervisor if errors caused the rejection of the field data Computed and entered the length of each section to the nearest 0 001 kilometer Computed and entered the observed elevation for each benchmark to the nearest 0 0001 meter Computed and entered the EC and AE to the nearest 0 0001 meter Computed and entered the adjustment correction per kilometer to the nearest 0 000001 meter Computed and entered the correction to each observed elevation to the nearest 0 0001 meter Computed and entered the adjusted elevation of each benchmark to the nearest 0 001 meter Signed and dated the form NO GO Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly Reference
41. US Army Reserve Not to be distributed EMO only PIN 079325 000
42. V1 00 ARE OBSOLFTE agency is TRADOC Figure 052 260 1323 1 Sample of DA Form 1959 With Block Numbers STP 5 82D12 SM TG Performance Steps NOTES ON COMPLETION OF FORM 1 GENERAL This form may be used in the field or as an office form to record and publish positions descriptions and related data 2 FIELD USE OF FORM The information required should be obtained and recorded AT THE STATION SITE The field engineer should fill in only the information available and applicable to field use In general the geographic and grid positions azimuths distances and elevations should not be filled in at field level except when the information is required for an immediate specific purpose a ORIGINAL DESCRIPTION OF NEW STATION The type of mark used for the station reference marks and azimuth marks and a description of each must be given in the text of the description If a disk is used the identity of the agency whose name is cast in the disk and all of the letters and numbers stamped on the mark which identify the organization establishing or setting the mark should be given In many areas the use of disks is not desirable because of their loss due to vandalism or superstition Less conspicuous marks should be used under these conditions This requires exact statements of the character of the marks Information for all marks as to the elevation above or below ground and approximate elevation above or below nearby prominent feat
43. XVIII value and record it in block 12a NOTE Obtain Table 18 values The XVIII value is extracted from the National Imagery and Mapping Agency NIMA Tables Program or from the tables in DMS ST 045 using the MID N as the argument Interpolate to compute the XVIII value to six decimal places round the answer b Compute E by subtracting 500 000 from the MID E and record it to 1 000 meters in block 12b as an absolute value c Compute q by multiplying E by 000001and record it to six decimal places in block 12c round the answer d Compute q squared q2 and q to the fourth power q4 and record the values to six decimal places in block 12d round the answer STP 5 82D12 SM TG Performance Steps e Compute K using the following formula and record it to six decimals places in block 12e round the answer K Ko 1 XVIII q2 0 00003 q4 0 9996 1 0 012318 0 035344 0 00003 0 001249 1 000035 where Ko the scale factor at the CM 0 9996 XVIII the Table 18 value q a factor used to convert E millionths q2 q squared q4 q to the fourth power Compute the scale factor that is used to reduce the grid distance KH by multiplying K by the SLC Record it to six decimal places in block 12f round the answer KH K SLC where K scale factor SLC sea level coefficient NOTE After computing K and KH record the values in the Scale Factor x SLC column on DA Form 1940 beside the appropriate correcte
44. administrative data on DA Form 5817 2 Made a sketch of the target as shown and as observed 3 Recorded the time to the nearest minute that the instrument operator started observations if it was necessary 4 Recorded the paired D and R observations as read by the observer for the required number of repetitions Computed the corrected ZD Recorded the time the observer completed the observations if it was necessary Determined the mean VA ZD N Gave the form to the instrument operator to check Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 5817 DMS ST 031 STP 5 82D12 SM TG Check Field Notes and Abstracts for Errors 052 260 1234 Conditions As a topographic surveyor in a field environment given a set of field notes and abstracts the project directive Defense Mapping School DMS Special Text ST 031 and 032 and a scientific calculator Standards Check the field notes and the abstracts recorded during a traverse intersection observations or a level line for errors Check the field notes and the abstract entries to ensure that they are complete neat and legible Spot check the field notes and the abstract entries to ensure that they con
45. after operations 3 Instructed the operator to clean the equipment and accessories 4 Instructed personnel to perform calibration checks on the equipment 5 Ensured that the operator performed only operator level maintenance 6 Inspected the operator s maintenance and instrument tests 7 Instructed the operator to list uncorrectable faults on DA Form 2404 8 Performed a final inspection on the equipment Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 2404 TM 5 6675 332 10 3 133 STP 5 82D12 SM TG Compute the Instrument Constant for Electronic Distance Measuring Equipment 052 260 2460 Conditions As a topographic surveyor in a level and secure field environment during daylight hours with no precipitation given a pair of EDMEs with horizontal distances measured tripods and accessories power sources Department of the Army DA Forms 5819 and 1962 scratch paper a scientific calculator and a survey party Standards Compute a calibration constant which agrees with the precomputed calibration Verify all measured distances to ensure that they meet the allowable error Performance Steps 1 Compute the individual determination for the calibration constant from the following expre
46. agency is TRADOC ORGANIZATION g o Ellipsoid GRS 80 CM 75 a Qai pc 4285228 863 314226 195 40 379 meters Ls 1 N E Elev STP 5 82D12 SM TG Mean latitude 38 42 M microwave Ne E i 4285184 870 314411 276 39 987 meters TPO2 N E Elev AZ to 2 103 2215 0 Horz z amp ZD to TWR Observed TPO 75 25 36 4 1 TPO2 76 26 37 5 TP01 TPO2 190 238 meters 84 35 09 2 84 30 08 3 1 581 1 556 TPO1 TWR 6365607 5168 TP02 TWR 6360404 6683 DA FORM 1962 FEB 57 TABULATED BY DATE YYYYMMDDi SSG Baker 2001 08 14 CHECKED BY SFC Whitworth EDITION CF FEB 57 IS OBSOLETE DATE YYYYMMDO 2001 08 14 USAPA V1 01 Figure 052 260 1335 1 Completed Sample of DA Form 1962 STP 5 82D12 SM TG Performance Steps 101A vdvsn 25 833 026 WHOS SOpIS o 8uv ue pur GGWWAAAA A8 0 q 8 Z T 8 p 9q e s sz v 509 AT aseo e V q g 5 952 LAT pue sopis Z apis saue c ULD QGAWAAAA ALWO A8 aa1ndWoo5 9 509 B 9 q US e y II ese 2 uis 2 g uls q y 5 aseD 9uts opis ongy
47. at the instrument and reflector stations 4 Entered the required distance measurements as they were made 5 Determined and recorded the sum and mean slope distance for the readings 6 Ensured that all entries were legible Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 5819 STP 5 82D12 SM TG Record Horizontal Directions for Theodolites 052 260 1226 Conditions As a topographic surveyor in a field environment given the National Imagery and Mapping Agency NIMA Form 8240 24 a theodolite with an instrument operator making traverse observations and the Defense Mapping School DMS Special Text ST 032 Standards Record horizontal directions for theodolites on NIMA Form 8240 24 to the nearest one tenth of a millimeter All records must be neat and legible and all computations must be complete and without error The number of positions must be according to project specifications Traverse station angles must be two positions within 5 seconds of the mean Explement angles must be two positions within 5 seconds of the mean Closure mean station angle and mean explement angle must be within 5 seconds of 360 Performance Steps 1 Enter administrative data on NIMA Form 8240 24 Figures 052 260 1226 1 and 052 260 12
48. be met Brief Soldier Give the soldier a safety briefing before starting the test Show him the starting and ending survey stations Tell him to perform a topographic survey with an AISI Performance Measures GO NOGO 1 Performed the indoor procedure a Disabled the dual axis compensator b Set the units of measure time and date c Defined the P CODE d Created a UDS for a topographic survey 2 Performed the field procedure a Set up and plumbed the instrument b Leveled the instrument using the dual axis compensator c Executed Program 43 and entered the known stations d Executed Program 20 for station establishment e Executed the Topographic Survey Program Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related AISI OPERATOR S MANUAL TM 5 6675 332 10 DMS ST 648 STP 5 82D12 SM TG Perform a Traverse With an Automated Integrated Surveying Instrument AISI 052 260 1337 Conditions As a topographic surveyor in a field environment given a complete AISI set a tripod a plumb bob a 2 meter tape measure starting and ending survey stations personnel to tend the targets instructions on how to do a traverse with the AISI Technical Manual TM 5 6675 332 10 or the AISI operator s manual and Defense Mapping School DMS Special T
49. c Place the AISI in the reverse Face position STP 5 82D12 SM TG Performance Steps d Aim the AISI at the first point and press the A M button The AISI beeps e Repeat the observation procedure for steps 3 and 4 for the required number of pointings in the Face II and positions until the AISI displays the dH 00 and dV 00 values NOTE If the dH is above 05 and the dV is above 10 then repeat steps 3 and 4 f Press the REG button to store the values if acceptable g Repeat steps 5a through f for additional intersection points 6 Perform a check on the BS station before leaving it a Aim the AISI at the BS station and press the A M button b Press the REG button to store the value 7 Reobserve any bad measurements as necessary NOTE Reobserve any bad measurements using the same P CODE 8 Check and or edit the stored data a Press the menu MNU button b Enter 2 for the editor c Enter 2 for the internal memory IMEM displays remaining memory and press the ENT button The display will appear as follows IMEM JOB 23 09 JOB NO 2 d Press the button directly under the begin BEG button to go to the BEGINNING OF THE FILE END TO START lt TO PRECEDING DATA and gt TO FOLLOWING DATA prompt e Use the ARROW button to make corrections to the appropriate line for example point names and IHs Press the ENT button to display the DEL INS CHG FIND prompt on the last line To change the data press the STD
50. difference is greater the readings must be reobserved 4 Determine the mean reading by applying the correction to the middle wire reading using the 3 7 10 rule a Use the scale to determine the correction to the middle wire reading see Table 052 260 1228 1 Difference in Correction to Interval Middle Wire Reading _ o0 Table 052 260 1228 1 Correction to the Middle Wire Reading b Apply the correction to the middle wire reading using the following guidance If the top interval step 3a is larger than the bottom interval step 3b then the correction is added to the middle wire reading If the bottom interval step 3b is larger than the top interval step 3a then the correction is subtracted from the middle wire reading Enter this value in blocks 4b 5 Determine and enter the sum of intervals step 3a 3b in blocks 5 3 112 STP 5 82D12 SM TG Performance Steps 6 Compute the cumulative sums a Determine and enter the sum of the three wire readings step 2a 2b 2c in blocks 6a b Determine and enter the sum of the mean middle wire readings in blocks 6b c Determine and enter the sum of intervals in blocks 6c NOTE The difference between the BS sum of intervals and the FS sum of intervals step 5 must not exceed 100 a 10 meter stadia distance at any time If the difference is larger than 100 tell the operator to balance the sights by relocating the FS rod position 7 Repeat steps 2 3 4 5
51. e Standards The task standards describe how well and to what level you must perform a task under wartime conditions Standards are typically described in terms of accuracy completeness and speed e Training and Evaluation This section may contain all or part of the following training information outline evaluation preparation subsection and evaluation guide The training information outline includes detailed training information The evaluation preparation subsection indicates necessary modifications to task performance in order to train and evaluate a task that cannot be trained to the wartime standard under wartime conditions It may also include special training and evaluation preparation instructions to accommodate these modifications and any instruction that should be given to the soldier before evaluation The evaluation guide identifies the specific actions known as performance measures that the soldier must do to successfully complete the task These actions are listed in a pass fail format for easy evaluation Each evaluation guide contains a feedback statement that indicates the requirements for receiving a GO on the evaluation References This section identifies references that provide more detailed and thorough explanations of task performance requirements than that given in the task summary description STP 5 82D12 SM TG 1 4 Additionally some task summaries include safety statements and notes Safety statements danger wa
52. each position on the line adjacent to their respective reading block 2d 3 Sum the seconds of the readings in block 3 4 Mean the seconds of the readings in block 4 Divide the sum by the number of positions observed 5 Reject any readings that do not meet the specifications Redetermine the mean of the seconds NOTE Refer to DMS ST 031 a Put parentheses around and a rejection number by the value that has been rejected for example R1 b Do not use rejected values in future computations c Reobserve those directions that were rejected using the correct circle setting for the rejected position d Record the reobserved directions on the abstract on the same line as the rejected value and repeat steps 3 and 4 6 Enter the eccentric correction EC in seconds if applicable NOTE If there is no correction proceed to step 8 7 Algebraically add the mean station angle and EC This value is the mean station angle Record it in block 7 8 Determine and record the mean explement angle in block 8 If more than two observations are made perform steps 2 through 8 9 Compute the horizon closure HC and the error by using the following formulas Record these values in blocks 9 HC mean station angle mean explement angle Error HC 360 10 Compute and record the corrections to the mean station and explement angles and record the values in blocks 10 a Divide the error by two and then reverse the sign to determine
53. f D 0 600 D 0 300 ay 00 200 D 150 300 D 200 400 4 0 250 500 0 300 600 2 Compute the mean calibration constant for 21 through 46 3 Remeasure any rejected distances Tell the survey party which distances deviate from the mean by more than 0 02 meters and have them remeasure those 4 Record the calibration constant on DA Form 5819 Figures 052 250 2460 2 3 136 STP 5 82D12 SM TG Performance Steps FIELD SHEET INFRARED For use of this form see FM 3 34 331 the proponent agency is TRADOC ORGANIZATION DATE YYYYMMDD APPROXIMATE DISTANCE Engineer Company 20010522 1 5 km ZERO CORRECTION CALIBRATION DATE OBSERVER RECORDER YYYYMMDD SPC Doe SGT Smith 20010522 INSTRUMENT STATION ELEVATION ELEVATION ECCENTRICITY Here 1 592 m 102 733 INSTRUMENT TOWARD 1 104 325 AWAY REFLECTOR STATION H T ELEVATION ELEVATION ECCENTRICITY There 1 416 m 103 139 REFLECTOR TOWARD 104 555 AWAY METEOROLOGICAL READINGS PRESSURE TEMP Hg DRY MM F ia IN UD x PPM PRODUCT x 10 UD Z RC 1 2 42 SIN ZDx T H x 3 280840 SUM MEAN UNCORRECTED SLOPE DISTANCE UD ZERO CORRECTION Z REFRACTIVE INDEX CORRECTION RC CORRECTED SLOPE DISTANCE T UNCORRECTED HORIZON DISTANCE H 9 Obtained from Instrument Calibration Boake oa EC Toward Eccentricity must be ADDED Away Eccentricity must be SUBTRACTED HORIZON DISTANCE Hm
54. from Table 052 260 1109 1 in block 8a b Divide the sum in blocks 6c by 10 far rod distance Use this distance as an argument to determine the correction Enter the determined correction from Table 052 260 1109 1 in block 8b NOTE The sum of the far rod mean middle wire readings must be corrected for curvature and refraction c Algebraically add the sums of blocks 8a and 8b to block 7e and enter this value in block 8c d Algebraically add blocks 8c and 7b and enter this amount with the sign in block 8d NOTE Block 8d is always negative 9 Compute the C value and truncate to four decimal places 0 0000 with the sign Enter this amount in block 9 C block 8d divided by block 7g NOTE If the sum of the far rod mean middle wire readings block 8c is larger than the sum of the near rod mean middle wire readings block 7b then the C value is negative 10 Determine if the C value is within specifications Compare the C value with that allowed for the instrument The allowance for instruments used by most units is 0 004 If the C value is within specifications no further computations are required 11 Determine the correction to the middle wire if the C value is not within specifications a Determine the correction to the middle wire in millimeter by multiplying the total rod interval of the last FS blocks 6c by the C value block 9 Compute to one decimal place and round the answer Enter this amount in block 11a
55. in a layer that reflects what is in the layer b Type or select the RELAYER option c Type or select the by NAME option d Enter the name or point code P CODE of the object e Enter the new layer name and select a color for the layer f Repeat steps 6a through e until all new points are relayered and the layer zero is empty g Isolate one of the newly created layers Select LAYER then ISOLATE and the layer name h Use the MAPP ID and LIST options to assist you in drafting and or connecting the points i Use additional commands from the TerraModel user s manual to edit the points and connections to reflect the data collected with the AISI j Use the LABEL option to assign a label to a point 1 Type or select LABEL 2 Select a point using the mouse 3 Select D for the default labels and follow the prompts k Repeat steps 6g and h until the remaining layers have been drafted 7 Display the processed data Select LAYER ON ALL and REDRAW to view the processed data Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Use data collected during a topographic survey according to task 051 260 1336 Brief Soldier Give the soldier a safety briefing before starting the test Show him the s
56. in detail 1 2 This manual should be used along with Soldier Training Publications STPs 21 1 Soldier s Manual of Common Tasks SMCT and 21 24 SMCT Army Training and Evaluation Programs ARTEPs and Field Manuals FMs 25 4 25 5 25 100 and 25 101 to establish effective training plans and programs that integrate individual and collective tasks TASK SUMMARIES 1 3 Task summaries contain information necessary to conduct training and evaluate soldiers proficiency on tasks critical to the MOS A separate task summary is provided for each critical task These task summaries are in effect standardized training objectives that ensure that soldiers do not have to relearn a task on reassignment to a new unit The format for the task summaries included in this manual is as follows Task Title The task title identifies the action to be performed Task Number A 10 digit number identifies each task or skill Include this task number along with task title in any correspondence relating to the task Conditions The task conditions identify all the equipment tools references job aids and supporting personnel that the soldier needs to perform the task in wartime This section identifies any environmental conditions that can alter task performance such as visibility temperature and wind This section also identifies any specific cues or events a chemical attack or identification of a threat vehicle that trigger task performance
57. indicate a page check has been accomplished in block 10b 11 Compute the differences in elevation and distance between the stations a Compare the total BS mean middle wire reading and the total FS mean middle wire reading step 8b Enter the smaller of the two directly below the larger in block 11a b Algebraically add the running total of the BS mean middle wire readings and the running total of the FS mean middle wire readings Convert the total sums to meters by dividing by 1 000 Enter the result in meters with the proper sign and appropriately label it as the forward difference in elevation FDE for the forward run or as the backward difference in elevation BDE for the backward run Record this value to four decimal places in block 11b NOTE The BS is always positive and the FS is always negative c Add the total sums of intervals of both the BSs and FSs step 8c Appropriately label the amount as the forward distance F DIST or as the backward distance B DIST and enter it in block 11c d Convert the total sum to kilometers by dividing it by 10 000 and record it to four decimal places in block 11d NOTE This represents the one way distance between the starting and closing stations of the section The section must be observed in the reverse direction backward run to complete the line 12 Perform the backward run by repeating steps 1 through 11 and recording all observations 13 Compute and record the error of clos
58. intervals in millimeters in blocks 3b If the difference is greater than 3 reobserve Determine and enter the sum of intervals in blocks 3c Determine and enter the mean middle wire reading in millimeters to one decimal place in block 3d Determine and enter the sum of the three wire readings blocks 3a in millimeters in block 3e 4 Record the foresight FS far rod reading a b C d e Record the rod readings in millimeters in blocks 4a Determine and enter the stadia intervals in millimeters in blocks 4b If the difference is greater than 3 reobserve Determine and enter the sum of intervals in blocks 4c Determine and enter the mean middle wire reading in millimeters to one decimal place in block 4d Determine and enter the sum of the three wire readings in millimeters in block 4e 5 Record the BS near rod reading after the level is moved to the second setup a b C d Record the rod readings in millimeters in blocks 5a Determine and enter the stadia intervals in millimeters in blocks 5b If the difference is greater than 3 reobserve Determine and enter the sum of intervals in block 5c Determine and enter the mean middle wire reading in millimeters to one decimal place in block 5d 6 Record the FS far rod reading a b Record the rod readings in millimeters in blocks Determine and enter the stadia intervals in millimeters in blocks 6b If the difference is greater
59. is failed F If the soldier fails any step show him how to do it correctly STP 5 82D12 SM TG References Required Related TM 5 6675 332 10 STP 5 82D12 SM TG Record Electronic Distance Measuring Equipment EDME Values 052 260 1225 Conditions As a topographic surveyor in a field environment given an operational EDME with accessories two tripods an instrument operator an EDME target Department of the Army DA Form 5819 a 2 meter tape measure a thermometer a barometer and two intervisible survey control stations Standards Record EDME values on DA Form 5819 to include all headings meteorological data and designated series of distance measurement values to the nearest millimeter All entries must be legible and without error Performance Steps 1 Record administrative data on DA Form 5819 in blocks 1 Figures 052 260 1225 1 and 052 260 1225 2 STP 5 82D12 SM TG Performance Steps FIELD SHEET INFRARED For use of this form see FM 3 34 331 the proponent agency is TRADOC PROJECT 1 ORGANIZATION DATE YYYYMMDD APPROXIMATE DISTANCE 1 1 1 ZERO CORRECTION CALIBRATION DATE OBSERVER RECORDER 2 YYYYMMDD 1 1 INSTRUMENT STATION A ELEVATION ELEVATION ECCENTRICITY INST NO 2 2 INSTRUMENT TOWARD 1 2 AWAY 2 ELEVATION ELEVATION ECCENTRICITY PRISM NO 2 REFLECTOR TOWARD 1 AWAY 2 ZD INSTRUMENT TO REFLECTOR PRESSURE Hg CORRECTION FACTOR PPM PRODUCT UD x P
60. latitude for each station and record it in block 3r The adjusted latitude of each station is obtained by algebraically adding the difference in latitude and latitude correction per station to the latitude of the proceeding station NOTE As a math check the sum of the last difference last correction per station and latitude of the proceeding station must equal the fixed latitude of the closing station s Compute the corrections and adjusted longitude by repeating steps 3p through r as specified for latitude t Sign and date the form in blocks 3t NOTE To obtain a final azimuth and distance between any two stations along the traverse an inverse computation must be made since the position adjustment will change the azimuth and distance used in the computation Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to compute a geodetic traverse Performance Measures GO NOGO 1 Performed the preliminary and final position computations on DA Form 1923 using the information given on DA Form 1962 NOTE This computation is for lines under 8 000 meters 2 Computed the azimuth closure and adjustment on DA Form 1962
61. manually h Enter the station coordinates Leave the elevation ELEV line blank if running a 2 D traverse by pressing the ENT button Press the YES or ENT button if the station coordinates were entered correctly and the NO button to make corrections j Press the YES button at the target height TH MEASURE prompt if running a 3 D traverse or the NO button if running a 2 D traverse NOTE Only the TH measure is shown if the coordinates include ELEV k Enter the instrument height IH Enter the point number PNO of the backsight BS station m Enter the name of the area file in which the BS data was stored or press the ENT button to enter the data manually n Verify the entered coordinates and press the ENT button to accept or the NO button to make corrections Aim the instrument at the BS and press the angle measure A M button NOTE Al the initial BSs must be made in the direct mode p Ensure that the horizontal angle reference HA REF calculated azimuth between the point and BS is displayed STP 5 82D12 SM TG Performance Steps q Press the register REG button The instrument will beep twice The display will appear as follows Display STD P27 14 51 1 FORESIGHT 2 BACKSIGHT 3 OTHER 3 Make observation measurements at the initial station a Enter 1 for the foresight FS measurement b Enter the FS PNO c Enter the P CODE or the point name twice d Enter the TH The display will appear as fo
62. meters deep to receive the shank of a standard survey marker see Note 2 8 Insert the survey marker and cement it in place with concrete or masonry mortar 4 Establish azimuth and reference marks as required d Emplace metallic rods 1 Emplace any type of metallic rod that can be driven to the point of refusal and will accommodate some type of survey disk or marker on top Metallic rods can either be commercially procured or manufactured from scrap for example a used water pipe Do not use metallic rods when a subsurface marker is required 2 Use a driving device to drive the rod section to a depth of at least 4 meters or to the point of refusal see Note 5 3 Dig a hole around the rod that is a 25 centimeter square or dig a hole that is 25 centimeters in diameter and at least 20 centimeters deep STP 5 82D12 SM TG Performance Steps 4 Pour concrete into the hole until it is level with the top of the rod see Note 1 Make sure that no more than 2 centimeters of the rod is protruding above ground level 5 Set the prestamped survey marker disk on top of the rod Make sure that the poured concrete comes up to the underside of the disk see Note 2 6 Establish azimuth and reference marks as required NOTE 5 Metallic rods come in many sizes and shapes Procedures listed here are common to all rods Use special tools such as sledgehammers or gasoline powered impact hammers to drive the rods to the desired depths 4 Est
63. name and rank block 1c The type and serial number of the instrument used block 1d The height of instrument HI to the nearest 0 001 meter block 1e The date and time of the observations block 1f The weather conditions block 19 Any pertinent information or remarks block 1h 2 Qo Number each individual position in sequence block 2 Name each individual station observed block 3 List the telescope direction direct D or reverse R for each station in block 4 Provide the instrument operator with the circle settings when necessary Record the D reading for the rear station in block 6 Record the D reading for the forward station in block 7 Record the R reading for the forward station in block 8 Record the R reading for the rear station in block 9 Compute the mean of seconds of the D and R readings for each station and record it in block 10 Compute and record the angle between the stations in block 11 a Compute the seconds of the angle by subtracting the mean of the rear station s seconds from the mean of the forward station s seconds b Compute the degrees and minutes of the angle by subtracting the rear station s D reading from the forward station s D reading NOTE This completes the first position of the observation 12 Repeat steps 2 through 11 for the second position NOTE Observations for the second position start with the telescope in the R direct
64. necessary 19 Compute the AE for position closure using the formula found in DMS ST 031 and record this value in block 19 NOTE The LEC must be compared to the AE If the LEC is equal to or less than the AE the traverse has meet specifications If the LEC is greater than the AE no further computations are necessary 20 Compute the correction factors correction to northing KN and correction to easting KE to be used in adjusting the traverse a KN is computed by dividing the En by the length of traverse in meters then changing the sign of the answer Record it to seven decimal places with the sign in block 20a round the answer b KE is computed by dividing Ee by the length of traverse in meters then changing the sign of the answer Record it to seven decimal places with the sign in block 20b round the answer NOTE The correction factors will always have the opposite sign of the En and the Ee 21 Compute the corrections to the dNs and the dEs a The corrections to the dNs are computed by multiplying KN by the grid distance This is done for each section of the traverse Record the value to three decimal places with the sign in block 21a round the answer b The corrections to the dEs are computed by multiplying KE by the grid distance This is done for each section of the traverse Record the value to three decimal places with the sign in block 21b round the answer NOTE After all the corrections are recorded sum the columns
65. necessary to check NIMA Form 8900 2 Give him a safety briefing before starting the test Show him the work area and all equipment and personnel Explain that scoring will be GO or NO GO based on the successful completion of all performance measures Tell the soldier to compute the instrument constant for the EDME Performance Measures GO NOGO 1 Computed the individual determination for the calibration constant for the prescribed distances 2 Computed the mean calibration constant 3 Remeasured any rejected distances 4 Recorded the calibration constant on DA Forms 5819 and 1962 Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1962 DMS ST 031 DA FORM 5819 TM 5 6675 332 10 3 138 STP 5 82D12 SM TG Convert Universal Transverse Mercator UTM Grid Coordinates to Geodetic Coordinates 052 260 2466 Conditions As a topographic surveyor in a secure field environment given the UTM grid coordinates of a point a scientific calculator a desktop personal computer PC with the National Imagery Mapping Agency NIMA Tables Program instructions on how to convert coordinates Technical Manual TM 8358 1 and Department of the Army DA Form 1933 Standards Convert the UTM grid coordinates to geodetic coordinat
66. of the station Angles should also be turned to these items particularly where no azimuth marks have been established b VIEW Provide information on height of tower or stand used in occupying or establishing the station and information on view from a normal tripod i e a 50 foot tower was used at the station view from a tripod height is clear to the south and east but is obstructed by rise in ground by 50 foot trees to the north and west c PHOTOGRAPHIC IDENTIFICATION Provide when possible two measurements from the station to natural or cultural features which might be visible on aerial photography and a description of the terrain If photographs are available identify the station thereon and note estimated accuracy of the identification d NOTES ON RECOVERED STATIONS A diligent search should be made for ALL previously established stations in the vicinity and no station should be reported as destroyed unless conclusive evidence of destruction is present A statement of the diligence of the search and reason for the nonrecovery of a previously established mark is required If the spot where a station mark was located can be reproduced by measurement given in the description the station is not destroyed The reproduced spot should be tied in by azimuth and distance and the estimated accuracy of the reproduced location given If a new mark is set in the exact location of a previously established but destroyed mark the design
67. of the survey control station on DA Form 1959 or DA Form 1958 if it was used Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1958 DA FORM 1959 STP 5 82D12 SM TG Perform a Topographic Survey by the Stadia Transit Method 052 260 1333 Conditions As a topographic surveyor in a field environment during daylight hours with no precipitation given a theodolite with all accessories a rodman with a level rod a recorder with Department of the Army DA Form 5818 scratch paper a plotting scale a protractor starting coordinates for two survey stations and the mission of performing a topographic survey without the benefit of electronic distance measuring equipment EDME Standards Perform a topographic survey using the stadia transit method Produce a topographic map with 0 50 meter contour intervals accurate to 0 35 meters in the specified time All details must be complete and legibly plotted to within 2 5 millimeters at map scale for the correct relationship Performance Steps 1 Set up plumb and level the theodolite over a survey station 2 Determine the height of instrument HI above the station 3 Orient the instrument a Locate and focus on the target station b Enter the azimuth from the occupied station to the target station as the initi
68. on attach the plumb bob b Place the tripod over the survey control station and ensure that it is plumb over the survey mark Imbed the tripod legs firmly in the ground c Adjust the tripod legs until the tripod head is horizontal Ensure that the plumb bob is still plumb over the survey mark If it is not repeat steps 1a through c d Remove the tripod cover and attach the AISI to the tripod e Move the AISI on the head of the tripod to bring the plumb bob directly over the survey mark The base of the AISI will not overhang the tripod head Firmly tighten the AISI to the tripod f Ensure that the internal battery is fully charged and attached to the AISI If it is not attached to the AISI attach it under the eyepiece g Level the tribrach s bull s eye bubble using the tribrach s foot screws 2 Level the instrument using the dual axis compensator a Remove the lens cover and eyepiece cover b Place the face of the instrument parallel to the two foot screws c Press the power PWR button on the lower left corner of the AISI The instrument will automatically go to the coarse level mode If a message to continue appears answer NO by pressing the NO button d Level both bubbles by using the left thumb rule to adjust the front two foot screws for the lower bubble and the rear foot screw for the upper bubble Rotate the instrument 180 e Press the angle measure A M button on the rear of the instrument The instrument will b
69. read the direction to the nearest second Observed and read the direction to the initial station to the nearest second 10 Used the proper plate settings for station angle observations and repeated the sequence of observations performance steps 6 through 9 until the required number of acceptable positions had been observed 11 Used the proper initial increment settings for explement angle observations and repeated the sequence of observations in steps 3 through 10 until the number of acceptable positions required for the explement angle had been observed 12 Reobserved any positions that were not within specifications 13 Checked DA Form 5818 for errors and ensured that the horizontal directions were within specifications Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly STP 5 82D12 SM TG References Required Related DA FORM 5818 TM 5 6675 332 10 DMS ST 031 STP 5 82D12 SM TG Measure Vertical Angles VAs Zenith Distances ZDs With Theodolites 052 260 1329 Conditions As a topographic surveyor in a field environment given an operational theodolite set up over a station a target set up over a station a tripod a plumb bob a 2 meter tape measure Defense Mapping School DMS Special Text ST 031 an
70. serial number of the instrument being used block 1f The type of day it is for example clear overcast or cloudy block 19 The type of wind for example calm slight breeze breezy or windy block 1h The weather for example cold cool warm or hot block 1i The name of the starting benchmark or the temporary benchmark for the section block 1j The name of the closing benchmark or the temporary benchmark for the section block 1k The full date block 11 The starting time 24 hour system and ending time block 1m The name of the line or net for example WAAF net 1 block 1n NOTE Leave the sequential page number block blank until the line net or section is completed o The name of the starting benchmark or the temporary benchmark for example TRENO 4 block 10 53 x 5o0 0000099 2 Enter the wire reading in millimeters for the backsight BS and the foresight FS observed the BS is on the left side of the page and the FS is on the right side of the page a Top wire largest numerical reading blocks 2a b Middle wire blocks 2b c Bottom wire blocks 2c 3 Determine and enter the stadia intervals no decimal a Subtract the middle wire reading from the top wire reading block and enter the sum in blocks 3a b Subtract the bottom wire reading from the middle wire reading and enter the sum in blocks 3b NOTE The maximum allowable difference between steps 3a and 3b is 3 If the
71. than 3 reobserve Determine and enter the sum of intervals in blocks 6c Determine and enter the mean middle wire reading in millimeters to one decimal place in block 6d 7 Compute and enter the cumulative totals a Add the sums in blocks 3e and 5a the sum of the second set of near rod readings and enter this value in block 7a Add the sums in blocks 3d and 5d and enter this value in block 7b perform a page check by dividing block 7a by 3 Add the sums in blocks 3c and 5c and enter this value in block 7c Add the sums in blocks 4e and 6a the sum of the second set of near rod readings and enter this value in block 7d Add the sums in blocks 4d and 6d and enter this value in block 7e perform a page check by dividing block 7d by 3 Add the sums in blocks 4c and 6c and enter this value in block 7f Subtract block 7c from block 7f and enter this value in block 7g 8 Apply the correction for curvature and refraction Table 052 260 1109 1 3 104 STP 5 82D12 SM TG Performance Steps Meters Rod in Meters 0 to 27 L 00 27 0 to 46 8 46 8 to 60 4 89510973 _ 06 Table 052 260 1109 1 Corrections Applied to Distances NOTE Due to the short distance from the instrument to the near rod no corrections are required to these readings a Divide the sum in blocks 4c by 10 far rod distance Use this distance as an argument to determine the correction Enter the determined correction
72. than 45 The instrument will be set up according to task 052 260 1134 and both targets will be set up according to task 052 260 1122 Obtain the help of an instrument operator who is qualified according to task 052 260 1134 3 60 STP 5 82D12 SM TG Brief Soldier Give the soldier a safety briefing before starting the test Tell him to record the horizontal directions for theodolites Performance Measures 1 o N O A C PD 2 3 N 14 15 16 17 Entered administrative data on NIMA Form 8240 24 Numbered each individual position in sequence Named each individual station observed Listed the telescope direction for each station Provided the instrument operator with the circle settings when it was necessary Recorded the D reading for the rear station Recorded the D reading for the forward station Recorded the R reading for the forward station Recorded the R reading for the rear station Computed the mean of the seconds of the D and R readings for each station Computed and recorded the angle between the stations Repeated performance steps 2 through 11 for the second position Computed and recorded the mean station angle and checked for rejection of the observed angle Repeated performance steps 2 through 12 for the explement angle Computed and recorded the mean explement angle and checked for rejection of the observed angle Computed the circle closure for
73. the GO block if the soldier demonstrates task proficiency to the SM standards Keep this form current by always recording the most recent date on which the soldier demonstrated task proficiency Record the date in the NO GO block if the soldier failed to demonstrate task proficiency to the SM standards Soldiers who fail to perform the task should be retrained and evaluated until they can do the task Once the soldier performs the task correctly enter the date in the GO block and erase the previous entry from the NO GO block Read down each column GO NO GO to determine the training status of that individual This will give the trainer a quick indication of tasks on which a soldier needs to be trained or evaluated Read across the rows for each task to determine the training status of all the soldiers The trainer can readily see on which tasks training should be focused Add the names of newly assigned soldiers to one of the blank columns Line through the training status column of any soldier who departs from the unit NOTE TO THE TRAINING MANAGER The training status of groups can be maintained such as team squad or platoon in a key critical military occupational specialty MOS at any level by entering the level such as 1st platoon 2nd platoon or 3rd platoon in the column headings Simply have the trainers report the percentage of their soldiers who have GO blocks and have not NO GO blocks demonstrated proficiency on each task
74. the PNO and P CODE and press the ENT button STP 5 82D12 SM TG Performance Steps NOTE The information for the initial BSs is not remembered in the program however subsequent stations will be remembered n Enter the TH The display will appear as follows Display D BAR P27 15 04 231 1444 86 5715 Make a two face pointing on the BS target NOTE Reciprocal distances ensure a better closure p q r lt C Hon W X y Press the REG button once the distance is displayed and measured the appropriate number of times Press the YES button to answer the MORE prompt Enter 1 for the FS measurement The AISI will beep three to five times The display will appear as follows Display D BAR P27 15 07 INFO 55 0 NEW FORESIGHT Press the YES button Enter the FS PNO Should already be present Enter the P CODE Should already be present Enter the TH Should already be present The display will appear as follows Display D BAR P27 15 10 317 3456 Make the two face pointings on the FS Press the REG button once the distance measurement is complete Repeat steps 3k through x to meet the angle number requirements 4 Move to the forward station a b Press the NO button at MORE prompt Press the NO button at the END OF TRAVERSE prompt Press the power PWR button to turn the AISI off and move t
75. the accuracy of the readings Tell the soldier to measure the difference in elevation with a level Performance Measures GO NOGO 1 Paced the correct distance 3 116 STP 5 82D12 SM TG Performance Measures GO NOGO 2 Leveled the bull s eye bubble and said Bubble leveled Sighted on the rear rod and took three wire readings Sighted on the forward rod and took three wire readings 3 4 5 Verified the correctness of the rod reading with the recorder 6 Moved the level crew to the next setup 7 Repeated steps 1 through 6 to complete the level line Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 5820 DMS ST 031 3 117 STP 5 82D12 SM TG Compute a Differential Level Line 052 260 1340 Conditions As a topographic surveyor in a secure field environment given a programmable calculator field notes containing field observations for third order double run differential levels and Department of the Army DA Form 1942 Standards Check the field notes for omissions and errors abstract the field data compute the error of closure EC and adjust the elevations of the intermediate stations Compute the final elevation to three decimal places All entrie
76. the combined station and explement angles and checked for rejection of the observed angles Gave NIMA Form 8240 24 to the instrument operator to check NO GO Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DMS ST 032 NIMA FORM 8240 24 STP 5 82D12 SM TG Record Vertical Angles VAs Zenith Distances ZDs for Theodolites 052 260 1227 Conditions As a topographic surveyor in a field environment given Department of the Army DA Form 5817 for VA ZD measurements and a theodolite with an instrument operator making VA or ZD observations Standards Demonstrate the ability to record VA or ZD field notes to the nearest one tenth of a millimeter All records must be neat and legible and all computations must be complete and without error The number of repetitions must be according to project specifications Performance Steps 1 Enter administrative data on DA Form 5817 in blocks 1 Figures 052 260 1227 1 and 052 260 1227 2 STP 5 82D12 SM TG Performance Steps V1 00 REMARKS INSTRUMENT WEATHER ZENITH DISTANCE VERTICAL ANGLE For use of this form see FM 3 34 331 the proponent agency is TRADCC F EE P Figure 052 260 1227 1 Sample of DA Form 581
77. the operator s maintenance and instrument tests 7 Instruct the operator to list uncorrectable faults on DA Form 2404 8 Perform a final inspection on the equipment Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Have on hand either a traverse a GPS or leveling equipment a tripod the maintenance manual or applicable TM for the equipment the appropriate cleaning materials an adjusting pin a blank sheet of paper and an assistant trained according to task 051 260 1131 to act as an instrument operator In order to perform the instrument tests this task must be done outside during daylight hours Brief Soldier Give the soldier a safety briefing before starting the test Identify the equipment and the 3 132 STP 5 82D12 SM TG instrument operator Explain that scoring will be GO or NO GO based on the successful completion of all performance measures Tell the soldier to supervise operator maintenance of the survey equipment Performance Measures GO NOGO 1 Assigned personnel to perform maintenance on the survey equipment according to the maintenance manual or applicable TM 2 Instructed the operator to perform troubleshooting according to the maintenance checklist for the equipment during or
78. the sign in block 8 C H x h rho H x h squared rho squared where H Horizontal distance h Mean elevation rho Radius of curvature STP 5 82D12 SM TG Performance Steps 9 Compute the geodetic distance S Use the following formula Record it to three decimal places in block 9 S H EC C where H Horizontal distance EC Eccentric correction C Sea level reduction factor 10 Sign and date the form in blocks 10 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him if a horizontal or geodetic calculation is required Tell him to compute distances Performance Measures GO NOGO 1 Checked all entries and computations on NIMA Form 8900 2 and corrected them xc if it was necessary 2 Computed and recorded the instrument and reflector elevations 3 Computed and recorded the difference in elevation d 4 Computed and recorded the horizontal distance H NOTE If only the horizontal distance H calculation is required go to step 10 5 Computed and recorded the mean elevation h Determined the radius of curvature
79. the test Tell him to collect site information for DGPS planning Performance Measures GO NOGO 1 Read and complied with the project directive or OPORD Obtained station descriptions for all points to be included in the survey Recovered all stations and ensured that they were not disturbed Entered administrative data for the station on the recording sheet m Performed and recorded observations on the recording sheet Plotted the observations on the recording sheet O oO A Identified and recorded listed possible radio or multipath problems on the recording sheet 8 Reconnoitered the route between all points to be surveyed Identified any overhead obstructions that would prohibit the use of the kinematic survey method on the recording sheet Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DMS ST 005 3 128 STP 5 82D12 SM TG Skill Level 2 Subject Area 1 General Perform Operator Maintenance on Theodolites 052 260 2338 Conditions As a topographic surveyor in a secure field environment given a theodolite with all accessories and the applicable technical manuals TMs an area with at least 100 meters visibility and appropriate cleaning material
80. the true correction value b Round one correction up to the nearest 0 1 decimal place and one correction down to the nearest 0 1 decimal place if the correction cannot be equally divided by two The larger of the two corrections is applied to the larger of the angles for example an error of 02 7 is equal to a correction of 01 4 and 01 3 11 Apply the corrections to determine the corrected station and explement angles and record the values in block 11 NOTE If the sum of the corrected angles does not equal 360 a math error has been made 12 Sign and date the form in blocks 12 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to abstract horizontal angles Performance Measures 1 a I o N 11 12 Filled out the headings on DA Form 1916 Recorded the observed data Summed the seconds of the readings Meaned the seconds of the readings Rejected any readings that did not meet the specifications Redetermined the mean of the seconds Entered the EC in seconds if it was applicable Algebraically added the mean station angle with the EC Determined the mean explement angle
81. through 9 for the second position 11 Reject positions that are not within specifications and reobserve them if necessary Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark two survey stations The distance between the stations should be greater than 100 meters The instrument will be set up according to task 052 260 1134 and the target will be set up according to task 052 260 1122 There should be at least a 5 difference vertically between the two stations Obtain the help of a recorder who is qualified according to task 052 260 1227 Brief Soldier Give the soldier a safety briefing before starting the test Tell him the station to be occupied and the station to be observed Tell him how many VAs ZDs are to be observed and that the height of target HT will be furnished by the evaluator if necessary Tell him to measure VAs ZDs with a theodolite STP 5 82D12 SM TG Performance Measures 1 o N O A PD Checked the eyepiece for parallax Removed the parallax if it was necessary Checked the level of the instrument Adjusted the instrument if it was necessary Located and focused on the station s target to be observed Told the recorder the name of the occupied
82. tripod over the survey station attach the plumb bob and position the tripod so that the plumb point is within 1 centimeter of the center of the survey station The tripod head should be horizontal Ensure the stability of the tripod Remove the cover from tripod head and install the survey target Use the foot screws and the bull s eye level bubble on the tribrach to level the target Plumb the target over the survey station using the plumb bob or optical plummet on the tribrach Tighten the target on the tripod head The target will be plumb within 2 millimeters from the center and the tribrach will not overhang the edge of the tripod head 2 Level the target a Recheck the level of the target and ensure that it is plumb over the survey station b Use the foot screws on the tribrach and the following steps to level the horizontal level vial on the target 1 Turn the target so that the level vial is parallel to a line joining any two foot screws Bring the bubble in the level vial to the center of the vial 2 Turn the target 90 and bring the bubble toward the level using only one third of the distance that the bubble moved off center 3 Turn the target back to its original position If the target is not level repeat steps 1 and 2 until the bubble moves no more than one graduation on the level vial when the target is rotated through 360 c Recheck the plumb of the target 3 Measure the height of target HT from th
83. uy 1333 SH313W 34019019 NOILVZINVOuO 193f 0uUd s Aouade 1uauodoud aq TEE pt c Wal 225 510 JO asn 103 Eur gt WAL WEL S13A31 30 NOILVLNdWOD 3NI1 Figure 052 260 1340 2 Completed Sample of DA Form 1942 3 120 STP 5 82D12 SM TG Performance Steps a Complete the headings blocks 2a b Enter the name of the beginning benchmark in blocks 2b c Enter the name of the benchmark that the elevation is being computed for in blocks 2c d Enter the name of the ending benchmark in block 2d e Enter the name of the beginning benchmark for each section in block 2e NOTE See blocks 2b for the first benchmark f Enter the name of the ending benchmark for each section in blocks 2f NOTE See block 2d for the ending benchmark g Enter the direction of the run forward or backward in blocks 2g 3 Compute and enter the length of each section to the nearest 0 001 kilometer a Abstract the length of the forward and backward runs per section and enter these amounts to the nearest 0 001 kilometer in blocks 3a in their respective directions b Compute the length of the line by adding the shortest distance of each section of the level line and enter this amount in block 3b c Enter the total length of the line in blocks 3c 4 Compute and enter the observed elevation for each benchmark to the nearest 0 0001 meter a Compute the observed difference in elevation DE of the forward and backward runs pe
84. 05 25 DA FORM 1962 FEB 57 EDITION OF FEB 57 IS OBSOLETE USAPA V1 01 Figure 052 260 2490 5 Completed Sample of DA Form 1962 3 182 STP 5 82D12 SM TG Performance Steps NOTE This adjustment is performed after the preliminary position computations have been completed for the entire traverse a Fill in administrative data and list the traverse stations in order from first to last in blocks 2a b List the observed field angles next to the appropriate station in block 2b c Compute the azimuth from the final traverse station to the azimuth control mark by adding the last back azimuth and the observed field angles at the last traverse station If necessary subtract 360 and record this value in block 2c to one decimal place d Record the fixed azimuth from the last traverse station to the azimuth control mark and record this value in block 2d to one decimal place This is the known or previously surveyed azimuth over the line e Compute the error in azimuth closure using the following formula and record it in block 2e to one decimal place with the sign error computed azimuth fixed azimuth f Compute the allowable error AE and record it in block 2f NOTE Refer to DMS ST 031 for the accuracy specifications of the AE g Compute the correction per station using the following formula and record it in block 2g Correction per station error divided by the number of stations NOTE The correction has the opposite sign
85. 052 260 1335 7 STP 5 82D12 SM TG Performance Steps COMPUTATION OF ELEVATIONS LOCATION FROM 3a NONRECIPROCAL OBSERVATIONS ORGANIZATION DATE YYYYMMDD By calculating machine 3a For use of this form see FM 3 34 331 the proponent 3a agency is TRADOC Station 1 occ k in secs 90 k Corrected elevation p of ha h 0 5 m s k in secs psn DA FORM 1947 1 FEB 57 V1 01 Figure 052 260 1335 6 Sample of DA Form 1947 With Block Numbers STP 5 82D12 SM TG Performance Steps PROJECT COMPUTATION OF ELEVATIONS Examp LOCATION FROM NONRECIPROCAL OBSERVATIONS ORGANIZATION DATE By calculating machine For use of this form see FM 3 nae 331 the proponent Station 1 occ TPO gency is TRAD Station 2 obs prim 181930 08 3 Qe 342 253 E 2d 5 ly 3 o 531906 1 000066 34 03 34 35 09 2 84750 08 3 um a and mean icra anado 42 eps ot ib Q 4230 0 4240 T 52 vadis di 524 56 2 5220 57 1 tan 90 6 k 000120222 0 0d6 2 24 05 gt gt e 1 00000 24 2 aie 0000000 T Gorecied elevation MES SD A 000m ESSEN E RIDGE RUE TNNT HE eee lee
86. 1 STP 5 82D12 SM TG Performance Steps 2 Station names 3 Station angles 4 Station grid coordinates 5 Grid distances c DA Form 1947 Figure 052 260 2491 1 1 Known and unknown station names 2 Object sighted 3 Zenith distance 4 Azimuth of line 5 Mean latitude 6 Weighted mean coefficient 7 Grid distance 8 Elevations of the occupied stations 9 Heights of instrument Hls 2 Check all computations on the following forms to ensure that they are correct a DA Form 1920 1 Unknown angles 2 Sines of the angles 3 Ratios 4 Each side of the triangle b DA Form 1938 Grid azimuth Position computations Two independently computed positions within 0 002 c DA Form 1947 1 Mean radius of curvature 2 Value for p sine 1 3 Value for k in seconds 4 Angular computations 5 6 3 Difference in northings and eastings E Elevation determinations Both independently determined elevations for the unknown station agree and meet project specifications 3 Ensure that the computed positions and elevations are true and correct 4 Ensure that each form is signed and dated Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met The evaluat
87. 1 Checked DA Form 1916 to ensure that all entries were complete neat legible and correct 2 Checked DA Form 1916 to ensure the accuracy of angles turned 169 STP 5 82D12 SM TG Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1916 DMS ST 031 3 170 STP 5 82D12 SM TG Check Vertical Angle VA Zenith Distance ZD Field Data 052 260 2488 Conditions As a topographic surveyor given a completed Department of the Army DA Form 5817 abstracts for VAs ZDs a completed DA Form 1943 the project directive Defense Mapping School DMS Special Text ST 031 and a scientific calculator Standards Check DA Form 5817 to ensure that all entries recorded during VA ZD observations are complete neat legible and correct All entries must conform to third order specifications and the unit s standing operating procedure SOP Correct any errors or omissions that are found Performance Steps 1 Check DA Form 5817 to ensure that all entries are complete neat legible and correct in addition check the following items a An index of control points b A description of the network A sketch of the work completed d A list of the survey party personnel e The instrument data 2 Check DA Form 5817 to ensure the accuracy of angles o
88. 1 and 2 for the AISI STP 5 82D12 SM TG Performance Steps 1 Press the PRG button enter 40 and press the ENT button 2 Enter the program number at the PROG NO prompt If a program exists the VIEW prompt will appear If it does not go to step 4 3 Press the YES button to view the program or the NO button to delete the program and then the YES button to confirm the deletion 4 Enter the program number at the PROG NO prompt 5 Enter the program name at the NAME prompt Press the letter a for the aloha mode 6 Press the YES button at the LOGON prompt Respond with YES to the LOGON prompt for Program 1 and respond with NO to the LOGON prompt for Program 2 7 Enter the label number from the label list in the AISI operator s manual for step 1 for example enter 79 8 Enter the label type from the UDS label type list from the AISI operator s manual for example enter 9 and press the ENT button then enter 19 and press the ENT button 9 Press the YES or NO button to the QUESTION prompt 10 Enter the other labels according to Table 052 260 1336 1 2 Perform the field procedure a Set up and plumb the instrument 1 Open the tripod and with the cover on attach the plumb bob 2 Place the tripod over the survey control station and ensure that it is plumb over the survey mark Imbed the tripod legs firmly in the ground 3 Adjust the tripod legs until the tripod head is horizontal E
89. 2 Abstract the times for reciprocal angles only and the date from DA Form 5817 a Enter the year month and date YYY MMDD that the observation was made on DA Form 1943 in block 2a b Enter the starting time of the observation on DA Form 1943 in block 2b c Enter the ending time of the observation on DA Form 1943 in block 2c 3 Abstract the height of the object above the station only for reciprocal angles on occupiable targets from DA Form 5817 a Enter the name of the object observed on DA Form 1943 in block 3a b Enter the height of the object above the station on DA Form 1943 in block 3b 1 Use the height from the sketch of the target observed for nonreciprocal observations from DA Form 5817 2 Use the field data recorded at the station observed for reciprocal observations from DA Form 5817 4 Abstract the height of instrument HI t above the station from DA Form 5817 Enter the height to the nearest millimeter on DA Form 1943 in block 4 5 Compute and enter the t o on DA Form 1943 in block 5 where appropriate using the formula t o 6 Abstract the observed VAs ZDs from DA Form 5817 a Enter the degrees minutes and seconds DDD MMSS from the first position on DA Form 1943 in block 6a b Enter only the seconds for additional positions 7 Compute and enter the mean VA ZD on DA Form 1943 in block 7 a Sum the seconds for all observations b Divide the sum by the number of positions 8 Ensure that the VAs ZDs
90. 2 SM TG Collect Site Information for Differential Global Positioning System DGPS Planning 052 260 1406 Conditions As a topographic surveyor in a field environment given a project directive or an operation order OPORD instructions on global positioning system GPS survey planning an inclinometer a recording sheet as prescribed by the unit s standing operating procedure SOP a station description form for each station to be surveyed a military map containing the points to be surveyed a compass a 30 meter tape measure and Defense Mapping School DMS Special Text ST 005 Standards Collect site information for DGPS planning Plan the survey according to the guidelines set forth in the unit s recommended procedures and the specifications contained in the DMS ST 005 Performance Steps 1 Read and comply with the project directive or OPORD Obtain station descriptions for all points to be included in the survey 2 3 Recover all stations Ensure that they have not been disturbed 4 Enter administrative data for the station on the recording sheet Provide data for each station that has obstructions that fall above the 15 elevation 2 OQ The station name The agency The observer The date The observer s height in feet The map scale The map sheet The elevation of the station The latitude and longitude to include the datum 5 Perform and record observations on
91. 26 2 STP 5 82D12 SM TG Performance Steps SALIRE WENN ER ane REMARKS DIRECT Page of Page Ip toD MERC lb 7 E LOCAL ERGO QUIE Recording Sheet Wig a 5 ART LEV VAL OCAL m ppm DATE WX CHRON ca NIMA FORM 8240 24 AUG 97 Replaces NIMA FORM 8240 24 OCT 98 which I obsolate Figure 052 260 1226 1 Sample of NIMA Form 8240 24 With Block Numbers 3 58 STP 5 82D12 SM TG Performance Steps CHIRON Louny WARM CALM T SEDE BR d al B D BN EUM 111 ane MEAN MEAN DIRECT REMARKS LEVE 15 UBER SN iR ee er a ELS REP eae 02 45 5688 E El dal t Ji tive ws Ep e ole oI S 2 5 v EJ 8 t2 e j el M 24 05 39 9 a eee EE vl 4 foal EB NIMA FORM 8240 24 AUG 97 Checked by _____5 ZAMBRANO Replaces MMA FORM 1240 34 OCT 4 which I bao Figure 052 260 1226 2 Completed Sample of NIMA Form 8240 24 a The station name establishing organization and date of establishment block 1a b The observer s name and rank block 1b STP 5 82D12 SM TG Performance Steps o O A PD gt The recorder s
92. 260 2490 5 3 180 STP 5 82D12 SM TG Performance Steps TABULATION OF GEODETIC DATA For use of this form see FM 3 34 331 the proponent agency is TRADOC LOCATION 2a STATION TABULATED BY DATE CHECKED BY DATE YYYYMAIDO 2j 23 DA FORM 1962 FEB 57 EDITION OF FEB 57 IS OBSOLETE USAPA V1 01 Figure 052 260 2490 4 Sample of DA Form 1962 With Block Numbers 3 181 STP 5 82D12 SM TG Performance Steps TABULATION OF GEODETIC DATA For use of this form see FM 3 34 331 the proponent agency is TRADOC LOCATION ORGANIZATION Anywhere Anyone Field Angles Back Azimuths Computed Azimuth haa Molokai 197 59 37 12 248 06 32 72 Hawaii 266 10 06 29 254 24 37 57 244 49 46 43 77 40 41 94 168 19 29 31 170 21 07 36 192 50 55 51 Lanai Kauai 10 SQ RT N number of dists AE Correction per sta Corrections Adjusted Field Angles 0 1 193 29 30 4 0 1 160 32 12 4 Molokai 0 1 197 59 37 2 Hawaii 0 1 168 19 29 4 Lanai 0 1 170 21 07 5 Kauai 0 1 192 50 55 6 0 6 TABULATED BY DATE vvvvwMDD CHECKED BY DATE YYYYMMDD SSG Zambrano 2001
93. 6 E7 E8 E9 EC EDME ELEV ELEV TRAV ENT EPMS STP 5 82D12 SM TG degrees minutes and seconds directed energy difference in elevation difference in easting December Same as delta easting only in a north south line difference in the horizontal aim difference distance Defense Mapping School difference in northing difference global positioning system difference in the vertical aim voltage exposure empty easting east easting prime private 1 private 2 private first class specialist sergeant Table value E5 staff sergeant sergeant first class master sergeant first sergeant sergeant major command sergeant major eccentric correction error of closure electronic distance measuring equipment elevation elevation traverse enter Enlisted Personnel Management System Glossary 3 STP 5 82D12 SM TG F DIST FDE FE FEB FM FREQ FS ft GED GP GPS H HA HC Height of target HH MMDD HI horiz hr HT IN IN Individual task Glossary 4 frequency fail failed Fahrenheit full forward distance forward difference in elevation Facilities Engineering false easting February field manual frequency modulated modulation frequency fire support Fort Sill foresight foot feet general education development General Purpose ground plane Global Positioning System blister agent mean elevation horizontal distance hour horizontal angle hydroc
94. 6th power p6 and record them to eight decimal places in blocks 4 5 Generate tabular values Il Ill IV V and B5 using the NIMA Tables Program for the appropriate ellipsoid The given latitude is the argument used Record the values to the number of decimal places generated by the program Enter the tables program Enter any letter Select LONG PROMPTS Input the station name Select the ellipsoid Select INDIVIDUAL POINT Enter the latitude Select the GRID NORTHING FROM GEOGRAPHIC COORDINATES option and record tabular values I 11 Ill and in blocks 5h Select the GRID EASTING FROM GEOGRAPHIC COORDINATES option and record tabular values IV V and B5 in blocks 5i j Exit the tables program 6 Compute the grid position 150 STP 5 82D12 SM TG Performance Steps a Compute the northing prime value by using the following formula and record it in block 1 1 2 4 A6 p6 where Tabular value 1 I Tabular value 2 Tabular value A6 Tabular value A6 p 0001 times the difference in longitude or p the difference in longitude divided by 10 000 p2 p squared p4 p to the fourth power p to the sixth power Compute the northing N by using one of the following formulas and record it to three decimal places in block 6b N Use this formula if the station is in the northern latit
95. 7 With Block Numbers DA FORM 5817 JUN 2001 STP 5 82D12 SM TG Performance Steps ZENITH DISTANCE VERTICAL ANGLE For use of this form see FM 3 34 331 the proponent agency is TRADOC INSTRUMENT Wild T2 52119 WEATHER SFC J Doe SPC W Roe INSTRUMENT MAN RECORDER 20010818 DATE Lewis USC amp GS 29 STATION USAPA V1 00 HT 1 60 meters HT 1 54 meters 035 475 ________ ms fast 1 MICRO ZEN LEVELS Pw Te 5 m 3 8 38 c C pm 1491 Figure 052 260 1227 2 Completed Sample of DA Form 5817 STOP CHRON TIME DA FORM 5817 JUN 2001 amp a ls 16 o gt 8 wo aH od 2 512 2 5 STP 5 82D12 SM TG Performance Steps a b C The station name block 1a The correct number of positions and objects observed block 1b The height of target HT and the height of instrument HI to 0 001 meter block 1c 2 Make a sketch of the target as shown and as observed a b Make a sketch of the target as the instrument operator observes it block 2a Label the point at which the horizontal crosshair intersects the target block 2b Make a sketch of the target as shown to any other stations and record the heights of all possible points of observation for reciprocal observations in block 2c NOTE For nonreciprocal observations the
96. 8 833 261 WHOS VG GGWWAAAA 310 GGWWAAAA 31vQ A8 Q31ndWo9 c 000 L A c 000 124 A Ga 68205 C88 LLO 6I9C C vja 100 z 000 01 x Y V 6158 aY y D UIS S X 615698800 H D 02 85569111 D uis ngo OPL ELII 75 s KoueBe jueuodoid eu Lee ve e Wa 925 uuo 510 jo esn 04 103 53080 NOILVIndWOO NOILISOd 9SJ9APA 9979 BA 8 6195 14 99667 16887 6196 A vj4 109 0972 000 01 X v 99 667 86509 D 09 S A D UIS S X 89cLVVO O 2509 Liv cc 01 V UOJ NOILV2O1 Figure 052 260 2490 3 Completed Sample of DA Form 1923 3 177 STP 5 82D12 SM TG Performance Steps NOTE This computation is for lines under 8 000 meters a Fill in the project name location name organization and date and label as a preliminary or final position computation in blocks 1a b Strike out the word triangulation and write in traverse insert class and order in the blank in block 1b c Fill in the station designations as follows blocks 1c 1 Occupied station 2 Rear station 3 Forward station NOTE On the first position computation the occupied station is the first occupied traverse statio
97. An adequate coverage area that includes several referenced objects c Any other marks in addition to the described reference marks that may assist in the station s location such as trees fence lines roads sidewalks or structures d A quantifiable description for the referenced marks for example use the tree type and dimension road width building size and so forth 7 Complete the back of the form with the following a The name of the individual completing the form block 7a b The project designation block 7b c The date of recovery and completion block 7c Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting For the purpose of evaluation and training either DA Form 1958 or 1959 may be used An assistant may be provided to determine the distances to referenced objects However if the evaluator has made a master card form in advance an assistant is not necessary In this case the soldier would only have to identify the object and the evaluator would provide the distance and azimuth information Show the soldier the monument to be described and the DA form to be used Identify the quantity and location of any required reference and or azimuth mar
98. CAL option e Select SOLUTION DISPLAY and BEST Set up the processing session a Select PROCESS and SETUP b Select USER DEFINED and click OK Edit the occupations a Select EDIT and OCCUPATIONS b Highlight the occupation to edit and click EDIT c Use the drop down lists for the station antenna type and measurement method to make the necessary edits and click OK when finished Enter the precise station coordinates a Select EDIT and STATION POSITION b Use the drop down list to select the stations c Enter the precise coordinates for latitude longitude and height and include the hemisphere attribute d Choose the position quality that best suits the coordinates Select the baseline sets and set the reference coordinates a Select EDIT NETWORK and STATIC b Select the baseline sets 1 Click on the ADD option 2 Use the drop down list to select FROM and TO stations 3 Select the start time for the session of baseline to be observed and click OK c Set the reference coordinates 196 STP 5 82D12 SM TG Performance Steps 1 Highlight the first baseline set 2 Use the drop down list to select the reference station for the first baseline set 3 Repeat steps 1 and 2 for each baseline set 4 Repeat steps 8b and c to add additional independent baseline sets d Click OK after completing the selection of all independent baselines e Use th
99. D DISTANCE GRIO DISTANCE METERS FEET METERS FEET ae E UE Sa ES Btwn ane ape ae See The station is located on Storch Barracks Illesheim Germany To reach the station front gate of Storch Barracks Grid 0082 go straight for 0 1 mile to a four way intersection Turn right west and proceed 0 8 mile to the gate of the access road and a guard shack Follow the access road around the perimeter of the airfield for 0 9 mile to the station site The station is a Type 70 monument protruding 20 centimeters above the ground and is located atop a berm The station is located 75 1 meters at an azimuth of 160 from Building 6680 82 3 meters from the hot fuel point and 67 meters from the fuel point sign Horizontal position was established by third order class traverse Elevation was established by third order leveling procedures Building 6680 DA FORM 1959 OCT 64 REPLACES DA FORMS 1959 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION AND 1960 1 FEB 57 WHICH For use of this form see FM 3 34 331 the proponent USAPA V1 00 ARE OBSOLETE agency is TRADOC P S Figure 052 260 1323 2 Completed Sample of DA Form 1959 STP 5 82D12 SM TG Performance Steps NOTE DA Form 1958 is used when performing a benchmark recovery a Enter administrative data on DA Form 1959 Figure 052 260 1323 1 1 The country block 3a 1 2 The type of mark used for example a bronze disk block 3a 2
100. DINATES 1a prp t agency is TRADOC ELI EINE N DATE YYYYMMDD DATE YYYYMMDD 7 DA FORM 1932 FEB 1957 USAPA V1 00 Figure 052 260 2479 1 Sample of DA Form 1932 With Block Numbers 3 154 STP 5 82D12 SM TG Performance Steps PROJECT U T M GRID COORDINATES FROM GEOGRAPHIC COORDINATES 412 104 E 100 LTPE LOCATION SPHEROID Clark 1866 Station 34 15 34 742 gt gt o o o A N D 11314241 o 1 2034780 sws 5629 441 _1 39 51 626 _ c 5991 626 gt milo m gt 2 m gt DATE SSG Zambrano 20010818 DA FORM 1932 FEB 1957 USAPA 1 00 CHECKED BY DATE Q D c 4 m mo lt Figure 052 260 2479 2 Completed Sample of DA Form 1932 155 STP 5 82D12 SM TG Performance Steps a Enter the project name location name and organization in blocks 1a b List the station name and geographic coordinates in blocks 1b c Use TM 8358 1 to obtain the following information and record it on DA Form 1932 1 Ellipsoid block 1c 1 The plotted point will be in one of the bordered areas on the chart indicating the ellipsoid used in that area 2 Central meridian CM block 1c 2 Longitudes that are listed across the top and bottom of the chart are for zone boundaries The CM of the zone is the
101. E OBJECT OBSERVED AE HEIGHTS OBSERVED ZENITH t to Meters Meters DISTANCE CORRECTED ZENITH DISTANCE ad D Hb HEIGHT OF LIGHT ABOVE LIGHT SHOWN TO STATION STATION Meters COMPUTED BY 10 DA FORM 1943 MAY 2001 EDITION OF FEB 57 IS OBSOLETE Figure 052 260 1313 1 Sample of DA Form 1943 With Block Numbers HEIGHT OF LI STA IGHT ABOVE TION Meters USAPA V1 00 STP 5 82D12 SM TG Performance Steps ABSTRACT OF ZENITH DISTANCES For use of this form see FM 3 34 331 the proponent agency is TRADOC STATION Dart USGS 56 PROJECT St Elm LOCATION INSTR TYPE NO Fort Belvoir VA T 2 Wild ORGANIZATION OBSERVER DMS BGS BTOPO SSG Armando HEIGHT OF STAND _ DIFF REDUC TION TO HEIGHTS LINE JOINING STATIONS OBSERVED ZENITH DISTANCE CORRECTED ZENITH OBJECT OBSERVED DISTANCE 10818 0915 Dan 1 RM DMS 1978 8 Hi ode z amp HEIGHT OF LIGHT ABOVE STATION Meters HEIGHT OF LIGHT ABOVE TIO Dart 1 RM DATE DATE LIGHT SHOWN TO STATION 8 gt o COMPUTED BY DA FORM 1943 MAY 2001 V1 00 Figure 052 260 1313 2 Completed Sample of DA Form 1943 STP 5 82D12 SM TG Performance Steps
102. Form 1932 Computed and recorded the difference in longitude Computed and recorded the p value Computed and recorded the values for p2 and p3 Generated the tabular values for XII XIII and C5 using NIMA Tables Program Computed the convergence Oo PD Signed and dated the form Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1932 TM 8358 1 3 157 STP 5 82D12 SM TG Compute Datum Transformations 052 260 2482 Conditions As a topographic surveyor in a secure field environment given the universal transverse Mercator UTM grid coordinates of a point a scientific calculator a desktop personal computer PC with the National Imagery Mapping Agency NIMA Tables Program instructions on how to convert coordinates Technical Manual TM 8358 1 and Department of the Army DA Forms 1932 and 1933 Standards Transform the given coordinates in an adjacent zone to geodetic coordinates and then to UTM grid coordinates Enter all factors to eight decimal places Take tabular values VII VIII IX X D6 and E5 from the appropriate spheroid tables and record them to the same decimal places as given in the tables Take tabular values Il
103. HT above the station is not required 3 Record the time to the nearest minute that the instrument operator started the observation in blocks 3 if necessary NOTE If the observation is nonreciprocal one way the time is not needed 4 Record the paired direct D and reverse R observations as read by the observer for the required number of repetitions a Enter the letter D for the direct position of the telescope in block 4a b Enter the degrees minutes and seconds DDD MMSS as read by the instrument operator in blocks 4b Record the double coincidence second reading for the seconds only in block 4c Enter the letter R below the D for the reverse reading of the telescope in block 4d Enter the degrees minutes and seconds as read by the instrument operator in blocks 4e Record the double coincidence second reading for the seconds only in block 4f 5 Compute the corrected ZD a b C d e f g Compute and record the sum of the paired D and R readings on the target for each repetition in blocks 5a Compute the algebraic difference between 360 and the sum of each paired D and R readings Record and apply one half of the difference found in step 5b to the D reading and one half to the R reading Record this amount to one decimal place in blocks 5c and include the sign Algebraically add each entry to the observed seconds of the D and R readings blocks 5d Sum the corrected seconds
104. I ss39x3 319NY wr D GGWWAAAA ALYA Nes NOILYDO1 1 s jueuodoid Lee ve c iJ 9as 20 siu jo ASN 04 D ANIHOVW 9NILV1n21VO 403 NOILV LOdWOO 319NVIHL Figure 052 260 1335 2 Sample of DA Form 1920 With Block Numbers 3 20 STP 5 82D12 SM TG Performance Steps 10 1A vavsn SOpIS OGWWAAAA A8 Q3323H9 2 9 1 5 T q e s sz V 02 2520 a 8ue pue sopis Z WALD i g 502 0 urs ue aseo Yd4 9 OLE Td YOL Lech itl b 0 d BEE Cb LOSILO __ _ NOILVZINVONHO 300v s jueuodo d au Lee pe NJ 99S uuo SIU jo JOY 3NIHOVMW 9NILY1021V9 403 NOLLWLNdWOD 319NVIH L 1S 834 0761 WHO VG ausoddo 3ue ue pue sapis v y uis 9 9 uis apis so Gue c uis 2 g uis q V uls e ase 345 001 9 101 elh 1 3 260 1335 Figure 052 Completed Sample of DA Form 1920 3 21 STP 5 82D12 SM TG Performance Steps JQ O ie Determine side 1 2 by multiplying the sine of angle 3 by ratio and enter to three decimal Fill in the administrative headings in blocks Enter the station names opposite their respective numbers in blocks 1b Enter the observed angles opposite their respective numbers in block
105. INATES and press the enter key The program immediately computes and displays tabular values VII VIII and D6 Record these values in blocks 7e Determine the longitude and record in blocks 7f Select OPTION 6 LONGITUDE FROM GRID COORDINATES and press the enter key The program immediately computes and displays tabular values IX X and E5 3 143 STP 5 82D12 SM TG Performance Steps 8 10 Compute the delta latitude by using the following formula Round the answer and record it to three decimals places in block 8 Delta latitude VIl q2 VIII q4 D6 q6 where q E divided by 1 000 000 q2 q squared q4 q to the fourth power q6 to the sixth power Vil Tabular value 7 Vill Tabular value 8 D6 Tabular value D6 Convert the delta latitude seconds into delta latitude degrees Divide the delta latitude seconds by 3 600 and convert to DDD MMSS Round the answer and record it to three decimal places in block 9 Compute the latitude by using the following formula and record it to three decimal places in block 10 Latitude latitude prime delta latitude NOTE If the station is in the northern hemisphere the final answer will be preceded by a plus sign If the station is in the southern hemisphere the final answer will be preceded by a minus sign 11 12 Compute the delta longitude seconds by using the following formula and record it to three decimal places in blo
106. ION Anywhere Anyone pr C ae Difference Correction Difference Correction o reom Ze 7 08 579 0 001 113 53 35 560 1 57 839 0 002 6 41 913 0 001 113 46 53 646 1 34 578 0 001 32 45 54 830 NE 11173 740 13369 798 11402 707 15074 201 12829 542 63849 988 9 52 112 0 001 nai 2 07 431 0 002 32 48 02 259 7 34 557 0 002 113 29 26 974 ua 2 36 384 0 002 32 50 38 641 7 48 816 0 001 113 21 38 157 Computed difference 08 32 252 39 45 959 Fixed difference 08 32 244 39 45 965 Error arc 0 006 ana b a mmm aiii Difference second 30 804717 Latitude error dist 0 246 ee Longitude error dist 0 156 LEC 0 2913 Square root latitude error squared longitude error squared RC 1 217958 697 1 sum of dist LEC AE 3 196 Corrected latitude 0 00000013 Corrected longitude TABULATED BY DATE YYYYMMODD CHECKED BY DATE SSG Zambrano 2001 05 25 DA FORM 1962 FEB 57 EDITION OF FEB 57 IS OBSOLETE USAPA V1 01 Figure 052 260 2490 7 Completed Sample of DA Form 1962 185 STP 5 82D12 SM TG Performance Steps NOTE This adjustment is performed after the completion of the final position computations All values are recorded to three decimal places unless otherwise noted a Fill in admi
107. Ill IV V and B6 from the appropriate spheroid tables and record them to the same decimal places as given in the tables Compute the final grid position to three decimal places All entries and computations must be accurate neat and legible Performance Steps 1 Enter administrative data on DA Forms 1932 and 1933 a Enter the project name location name and organization on both forms b List the station name and geographic coordinates on both forms c Use TM 8358 1 to obtain the following information and record it on both forms 1 Ellipsoid The plotted point will be in one of the bordered areas on the chart indicating the ellipsoid used in that area 2 Central Meridian CM Longitudes listed across the top and bottom of the chart are for zone boundaries The CM of the zone is the mean of the zone boundaries 3 Grid zone the point is located in Find the longitude across the top or bottom of the map and the latitude along the right or left side of the map The point where the longitude and latitude intersect is the grid zone consisting of a letter or number 2 Convert the given coordinates for the spheroid that the point is in to UTM grid coordinates see task 052 260 2466 3 Convert the UTM grid coordinates to geodetic grid coordinates for the spheroid that the station is being transformed to see task 052 260 2470 4 Sign and date both forms Evaluation Preparation Setup Provide the soldier with the items that ar
108. MMSS format Press the ENT button to accept the entered time or press the ENT button at a precise time signal WWV to synchronize the instrument clock NOTE Use the clear CL button to back the cursor to the proper position c Define the point code P CODE 1 Press the program PRG button enter 45 and press the ENT button 2 Enter the P CODE at the P CODE prompt for example enter 1 and press the ENT button 3 Enter the P CODE identifier at the TEXT prompt for example enter tree 4 Press the ENT button at the P CODE prompt to exit d Create a user defined sequence UDS for topographic surveys Refer to Table 052 260 1336 1 3 4 5 6 7 8 KS th STP 5 82D12 SM TG Performance Steps Program Number Name 1 Station Input 2 Topographic Developer DMS Date 08 18 2001 UDS Number LOGON LA Logon of job file number and memory device answer yes 1 CALL 9 Calls Program 19 admin data 2 STN Prompts for station number Prompts for station P CODE 3 P CODE E Prompts for instrument height JN LN Iw ru 62 Bil answer no auto increment Prompts for P CODE UT le ala FOI m EI T Note P CODES can be alphanumeric names such as windsock TP1 or GPS5 Type 19 1 1 1 1 1 1 7 2 H LOGON PNO H A A D ND 7 2 4 3 4 2 1 5 4 2 P CODE 3 T 7 7 H 5 V S AN NN Table 052 260 1336 1 Programs
109. PM RC PRODUCT x 10 UD Z RC T 2 4 2 SIN ZD x T H x 3 280840 MEAN UNCORRECTED SLOPE DISTANCE UD E ZERO CORRECTION Z REFRACTIVE INDEX CORRECTION RC CORRECTED SLOPE DISTANCE UNCORRECTED HORIZON DISTANCE H ECCENTRIC o Obtained from Instrument Calibration CORRECTION EC Toward Eccentricity must be ADDED Away Eccentricity must be SUBTRACTED HORIZON DISTANCE Hm H REMARKS COMPUTED BY _ m DATE YYYYMMDD CHECKED BY DATE YYYYMMDD DA FORM 5819 JUN 2001 Page of USAPA V1 CO Figure 052 260 1225 1 Sample of DA Form 5819 With Block Numbers STP 5 82D12 SM TG Performance Steps FIELD SHEET INFRARED For use of this form see FM 3 34 331 the proponent agency is TRADOC PROJECT West Range Artillery 3 79 ORGANIZATION DATE YYVYMMDD APPROXIMATE DISTANCE 99th Engineer Company 20010818 1 500 m ZERO CORRECTION CALIBRATION DATE OBSERVER RECORDER 0 004 YYYYMMDD Wilson PFC White 20010818 INSTRUMENT STATION H I ELEVATION ELEVATION ECCENTRICITY INST NO ikhorn 99th Engineer 1 54m INSTRUMENT TOWARD 1268 9 8 AWAY 0 000 m REFLECTOR STATION ELEVATION ECCENTRICITY PRISM NO Bullrush 99th Engineer REFLECTOR TOWARD R 1268 AWAY 0 000 20 INSTRUMENT TO REFLECTOR PRESSURE DISTANCE Meters Hg MM CORRECTION FACTOR PPM 5 PRODUCT UDxPPM RC PRODUCT x 10 6 T UD 2 RC t 2 ay H SINZDxT H x
110. R must be manually set to the SPS mode every time the receiver is turned on unless keyed 7 Operate the receiver to collect static data by selecting QUICK START NOW NOTE The screen should say STARTED SURVEY Monitor the receiver until it is time to end the survey 8 Enter the site data into the receiver a Press the LOG DATA button b Select CHANGES c Select ANTENNA HEIGHTS d Enter the following information ANT HEIGHT MEAS TYPE UNCORRECTED ANT TYPE COMPACT L1 L2 W GP ANT SERIAL 3 124 Performance Steps 9 10 11 e Select ACCEPT f Select FILE NAME STP 5 82D12 SM TG g Enter the four character station name the Julian day and the session number EX GPS5 045 1 h Select ACCEPT Enter the site data on the recording sheet a Press the STATUS button b List any problems with the receiver on the recording sheet End the survey Remeasure and record the HI on the recording sheet Press the LOG DATA button Select END SURVEY Select YES Disconnect all components a Disconnect the antenna from the receiver and replace the caps Make changes to the file name and the antenna s height if necessary Turn off the receiver and store it in the correct storage container b Disconnect the 10 ampere hour battery from the receiver and replace the caps c Disconnect the antenna cable from the antenna replace the caps and roll the cable from the antenna to
111. STP 5 82D12 SM TG Measure the Difference in Elevation With a Level 052 260 1330 Conditions As a topographic surveyor in a field location during daylight hours with no precipitation given an adjusted a precise a semiprecise or a digital level with all accessories a set of rods with all accessories two survey benchmarks two rodmen a recorder Department of the Army DA Form 5820 and Defense Mapping School DMS Special Text ST 031 Standards Measure the difference in elevation with a level Operate the level and read the rods with accuracy The readings must be sufficient to close a level line or loop within third order specifications according to DMS ST 031 Performance Steps 1 Pace the correct distance a Set up the instrument about halfway between the two turning points NOTE The distance between the instrument and the rods depends on the terrain but cannot exceed 90 meters The backsight BS and foresight FS distances must be within 10 meters of each other b Place the tripod legs so that they are parallel to the line or are in a down slope position if on a hill 2 Level the bull s eye bubble and say Bubble leveled 3 Sight on the rear rod and take three wire readings Press the compensator button Yell Rod to ready the rodman before the reading and Relax to relax the rodman after the reading 4 Sight on the forward rod and take three wire readings Yell Rod to ready the rodman before the reading and Re
112. Set Up a Target Set ssssesssssssssssssseesses esee nennen enne nnns tnter 3 50 Record Electronic Distance Measuring Equipment EDME Values 3 53 Record Horizontal Directions for 5 3 57 Record Vertical Angles VAs Zenith Distances 205 for Theodolites 3 62 Check Field Notes and Abstracts for Errors esses 3 67 Compute a Grid Traverse or Side Shot SS 3 69 Compute Distances sssssssssssssssssssses entente nennen senis nnne 3 79 Abstract Vertical Angles VAs Zenith Distances ZDs 3 84 Abstract Horizontal Angles HAs esee 3 89 Measure Distances With Electronic Distance Measuring Equipment EDME 3 94 Measure Horizontal Directions With Theodolites 3 96 Measure Vertical Angles VAs Zenith Distances 205 With Theodolites 3 99 Subject Area 4 Level Determine the Level Error eene nnns 3 101 a ROO MAN m etre ert estas e Ha ete eria sodes 3 107 Record Level Data ro a mee t iE 3 108 Measure the Difference in Elevation With a Level 3 116 Compute a Differential Level 3 118 Subject Area 5 Differential Global Positioning System Collect Data With Differential Global Positioning System
113. Sums means and differences are accurately computed and entered b Uncorrected distances are accurately resolved and entered c Distance measurements meet project requirements Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met The project directive should make reference to third order specifications Brief Soldier Give the soldier a safety briefing before starting the test Tell him to check distance data Performance Measures GO NOGO 1 Checked DA Form 5819 or NIMA Form 8900 2 to ensure that all entries were complete neat and legible 2 Checked DA Form 5819 or NIMA Form 8900 2 to ensure the accuracy of distances measured Noted any errors or omissions Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 5819 DMS ST 031 NIMA FORM 8900 2 3 173 STP 5 82D12 SM TG Compute a Geodetic Traverse 052 260 2490 Conditions As a topographic surveyor in a secure field environment given a sketch of the traverse on Department of the Army DA Form 1962 starting and closing geodetic azimuths all observed field angles for t
114. a Unlock the horizontal clamp and turn the instrument in a clockwise direction toward the initial station b Focus and align the instrument on the target as recommended in step 3 NOTE This completes one position of horizontal directions 10 Use the proper plate settings for station angle observations and repeat the sequence of observations in steps 6 through 9 until the required number of acceptable positions has been observed a Leave the instrument in the reverse position b Set the circle settings as provided by the recorder c Repeat steps 6 through 9 The telescope will be in the opposite direction 11 Use the proper initial increment settings for explement angle observations and repeat the sequence of observations in steps 3 through 10 until the required number of acceptable positions have been observed 3 96 STP 5 82D12 SM TG Performance Steps NOTE Upon completion of two positions of station angles the instrument is now pointed toward the forward station and the observation steps are repeated The forward station becomes the initial station and the initial station becomes the forward station 12 Reobserve any position s that are not within specifications as determined by the recorder 13 Check DA Form 5818 for errors and ensure that the horizontal directions are within specifications Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safe
115. ablish an azimuth or reference mark or a witness post for each permanent survey control point NOTE Only one type of monument should be selected However each soldier must know the procedures and minimum requirements for setting up each type of monument a Establish at least one azimuth or reference mark or witness post for each permanent survey control point This mark or post should be as permanent as the principal point but it does not have to be the same type of material b Add an additional azimuth or reference mark or a witness post if future identification could be a problem or if the project directive requires it Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select one or more points to be permanently marked that are of use in either a miniature garrison survey training course or as part of a real survey project If permanent points are not needed in sufficient numbers to allow all skill level SL 1 soldiers to assist demonstrate the task using a few soldiers Have the others watch the demonstration In this case the brief soldier section becomes a briefing to the group and the pass or fail ratings are not used on soldiers performing the task Brief Soldier Give the soldier a safety briefing before starting the
116. al places with the same sign as the latitude of the occupied station Compute V times a Delete the preprinted sign Record this value in block 1q to three decimal places with the sign V Correction to the observed angle a Constant for the reference ellipsoid Compute Y2 final meridional arc value using the following formula and record it in block 1r to three decimal places with the sign Y2 Y1 Va where Y1 Modified meridional arc value V Correction to the observed angle a Constant for the reference ellipsoid Interpolate for the latitude of the forward station The argument is Y2 Record as degrees minutes and seconds and record the seconds to three decimal places in block 1s with the sign Compute the mean latitude using the following formula and record it in block 1t to three decimal places with the sign Mean latitude latitude the latitude of the forward station divided by 2 Compute the difference in latitude using the following formula and record it in block 1u Difference in latitude the latitude of the forward station the latitude of the occupied station Use SP 241 to determine H and record this value in block 1v to nine decimal places Enter the degrees and minutes of the latitude of the forward station as the argument 3 179 STP 5 82D12 SM TG Performance Steps w Compute the difference in longitude using the following formula and record it in blocks 1w to thr
117. al plate setting 4 Make point observations Sight on the rodman Call out the station name Read and call out the azimuth reading Read and call out the stadia interval reading Read and call out the middle wire reading Repeat step 4 until the field data collection is complete Check the recorded azimuth distance and elevation data Check the points plotted by the assistant Ensure that the contours are sketched correctly to represent man made and natural features Oo N Ensure that the following information is entered on each data sheet a scale a title the name of the observer recorder and computer and other pertinent information Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark two survey control points within 100 meters of each other Identify 10 prominent points within a 50 meter radius of one of the control points Have a recorder record the azimuth distance and difference in elevations Have an assistant compute the recorded notes and plot the observed points Provide the computed azimuth from the occupied station to the orientation station Brief Soldier Identify the survey control points prominent points to be plotted and equipment
118. al transverse Mercator UTM coordinates of the starting and closing stations instructions on how to compute a traverse or SS Defense Mapping School DMS Special Text ST 031 DA Form 1940 and a scientific calculator Standards Compute a grid traverse or an SS Compute the scale factor K to six places Compute the grid distance to three decimal places Enter the sines and cosines eight decimal places Compute the delta northings N and eastings E to three decimal places Distribute the error in position by carrying residuals Compute the final position to three decimal places Enter all computations All entries must be accurate neat and legible Performance Steps 1 Enter administrative data on DA Form 1940 and abstract all information from DA Form 1962 onto DA Form 1940 Figures 052 260 1235 1 052 260 1235 2 and 052 260 1235 3 STP 5 82D12 SM TG Performance Steps NR OF PAGES TRAVERSE NUMBER UNIT g METERS SAL TRANSVERSE MERCATOR GRID LINEAR CLOSURE RATIO LENGTH OF TRAVERSE INEAR CLOSURE 1d ali TRAVERSE COMPUTATION ON THE Distances OOK NUMBER p FROM STATION NR OF ANGLF STATIONS ANGULAR CLOSURE PER STATION TOTAL ANGULAR CLOSURE ORGANIZATION Aniusten OooxbtxATES Fitto Distances AMIMUTRS ANGLE 20
119. and personnel to be used Explain that scoring will be GO or NO GO based on the correct plumbing orienting observing and plotting of topographic work Give the soldier a safety briefing before starting the test Tell him to perform a topographic survey by the stadia transit method Performance Measures G NO GO 1 Set up plumbed and leveled the theodolite over a survey station STP 5 82D12 SM TG Performance Measures GO NOGO 2 Determined the HI above the station Oriented the instrument Made point observations Checked the recorded azimuth distance and elevation data 3 4 5 Repeated performance step 4 until the field data collection was complete 6 7 Checked the points plotted by the assistant 8 Ensured that the contours were sketched correctly to represent man made and natural features 9 Ensured that the following information was entered on each data sheet a scale a title the name of the observer recorder and computer and other pertinent information Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 5818 STP 5 82D12 SM TG Compute an Intersection 052 260 1335 Conditions As a topographic surveyor in a secure f
120. and record this information for each level STP 5 82D12 SM TG FIELD EXPEDIENT SQUAD BOOK For use of this form see AR 350 57 the proponent agency is ODCSOPS USER APPLI CATION SOLDIER S NAME ined i i T DA FORM 5165 R SEP 85 EDITION OF DEC 82 15 OBSOLETE USAPPC VLOO STP 5 82D12 SM TG APPENDIX C CONVERSION FACTORS UNITED STATES US UNITS AND METRIC Table C 1 Metric conversion chart US Units Multiplied By Equals Metric Units Length Feet 0 30480 Meters Inches 2 54000 Centimeters Inches 0 02540 Meters Inches 25 40010 Millimeters Area Square inches 6 45160 Square centimeters Square feet 0 09290 Square meters Volume Cubic inches 16 38720 Cubic centimeters Cubic feet 0 02830 Cubic meters Metric Units Multiplied By Equals US Units Length Centimeters 0 39370 Inches Meters per second 2 23700 Miles per hour Millimeters 0 03937 Inches Meters 3 28080 Feet Meters 39 37000 Inches Area Square centimeters 0 15500 Square inches Square meters 10 76400 Square feet Volume Cubic centimeters 0 06100 Cubic inches Cubic meters 35 31440 Cubic feet Section Abbreviations Long 1SG 1ST 2ND A M ADJ AE AEC AISI AIT AN ANCOC ANT APPROX APR AR ARTEP ATTN AUG GLOSSARY longitude divided by plus plus or minus equal first sergeant first second angle measure Table value A6 Arm
121. and rotate the eyepiece until the crosshairs appear very sharp and intensely black b Point the instrument toward the target using the coarse sight under the telescope in the direct position over the telescope in the reverse position or the rifle sight over the telescope in the direct position under the telescope in the reverse position c Look through the eyepiece and rotate the focusing ring to focus the target d Look through the eyepiece and fine tune the instrument pointing by using the two speed vertical and horizontal motion controls NOTE Use the vertical wire for HAs and the horizontal wire for vertical angles VAs Use the center of the crosshairs for simultaneous observations 5 Perform the horizontal vertical collimation test measurements a Ensure that the instrument is in the standard STD mode by pressing the STD button b Press the MNU button and enter 51 c Rotate the instrument to the reverse position d Aim the center of the crosshair accurately at a well defined target at least 100 meters away both horizontally and vertically e Press the A M button in front A beep will sound f Use the motion screws to move the crosshairs off the target g Reaim the instrument by approaching the target from another direction h Press the A M button i Repeat steps 5d through h with the instrument in the direct position j Check the correction shown on the display k Press the YES and register REG buttons
122. anuals Performance Steps 1 Prepare the DGPS receiver for downloading a Check and or set the DGPS receiver configuration 1 Turn on the receiver 2 Locate the screen that displays the transfer controls 3 Ensure that the baud rate data bits stop bits parity and flow control are properly set The settings must be the same as those in the computer b Connect the receiver to the computer NOTE Connect the receiver using the RS 232 cable or other appropriate cables according to the manufacturer s manuals 2 Start the DPGS downloading program on the PC NOTE Select or create a project file 3 Check and configure the DGPS downloading program a Select the LOAD FROM RECEIVER option b Set the processing mode c Set the communication configuration to match the receiver configuration 1 Set the communication port to match the connection between the receiver and the PC 2 Set the port setting to match the baud rate data bits stop bits parity and flow control that the receiver is set to 3 Check the OPTIONS settings 4 Establish the connection between the DGPS receiver and the PC with the DGPS processing program a Select the CONNECT option b Check the status of the connection NOTE If the connection is successful a status line will display CONNECT AT and or the files on the DGPS receiver will be displayed If not recheck the communication settings 5 Transfer the DGPS data a Select the files f
123. are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met STP 5 82D12 SM TG Brief Soldier Give the soldier a safety briefing before starting the test Tell him to perform a traverse with an AISI Performance Measures GO NOGO 1 Set up the AISI over the initial traverse point Executed Program 27 Made the observation measurements at the initial station Moved to the forward station Made the observation measurements at the forward station Made the SS observations and continued the traverse o oc A Made observations to close the traverse Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related AISI OPERATOR S MANUAL DMS ST 648 DMS ST 031 TM 5 6675 332 10 STP 5 82D12 SM TG Perform an Intersection With an Automated Integrated Surveying Instrument AISI 052 260 1338 Conditions As a topographic surveyor in a secure field environment given a complete AISI set a tripod a plumb bob a 2 meter tape measure coordinates for the occupied and backsight BS stations personnel to operate the targets procedures
124. as completed corrective action initial in this column STATUS SYMBOLS tes a defi the nt that pl DIAGONAL X s in Ikea s defic iciency in the equipme places P OMA Leo whch mus tat be corrected ed to ine increase efficiency or to make the item completely service CIRCLED X may be operated A A as T NAM INITIAL IN BLACK BL E B CK INK directed by higher authority or as prescribed locally until fs sper i rity dw y LOR PENG at ndicates that a actory HORIZONTAL lacet that a required FOR AIRCRAFT Status symbols will be recorded in red check or test flight is dos but has not been accomplished or an overdue has not been accompl ALL INSPECTIONS AND EQUIPMENT CONDITIONS RECORDED ON THIS FORM HAVE BEEN DETERMINED IN ACCORDANCE WITH DIAGNOSTIC PROCEDURES AND STANDARDS IN THE TM CITED HEREON EXTERNAL SURFACE DIRTY WIPED DOWN FOOTSCREW STICKS OILED IT DA FORM 2404 APR 79 Replaces edition of 1 Jan 64 which wil be used usare v1 39 Figure 052 260 2332 1 Completed Sample of DA Form 2404 3 190 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions STP 5 82D12 SM TG statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier I
125. ate JAN 97 Backsight Face of rod 5 MEAN MIDDLE WIRE SUM ROD CORRECTIONS NOTE 5 E COLLIMATION CHECK L 1 l CURVATURE amp REFRACTION DMS Form 5820 R Figure 052 260 1109 1 Sample of DMS Form 5820 R With Block Numbers 3 102 STP 5 82D12 SM TG Performance Steps 16 NYE 0285 4404 SAd SUNA NI SI H10N NOLLOVJSTM F STH LELV AMO SNOLLO33302 CIO Was ar 10 _ aia ic van ees ee et wa 22 9cl ae 1275 909 en 3 e Oise 021 5051 oct a a aa 6912 aes jo vey speasajuy 292192104 Jo mng ON 8 80 0 80 98 025 0E Jay 40 ___5501 02851 LSSI eae as news _08051 aie 078051 Fost Sasa a E pus poa Jo ao 2891 PEZI CYN GATIM Unus LOS A31 E3AA PULA uns s94 BAS Ut W3 TIO I 345 uonEziuga1 MOTHO NOILVINTTTIOO uone 33afo14 Figure 052 260 1109 2 Completed Sample of DMS Form 5820 R 3 103 STP 5 82D12 SM TG Performance Steps 2 Record the stadia constant for the instrument in block 2 3 Record the backsight BS near rod reading for the first setup a b Record the rod readings in millimeters in blocks Determine and enter the stadia
126. ation of the station should be identical with the original with only a new date added to its designation If a new disk is set in the approximate location of the old station the name should be preserved but the number 2 and a new date should be added DESCRIBED RECOVERED BY 7a PROJECT Tb DATE FIELD BOOK REVERSE OF DA FORM 1959 64 USAPA V1 00 Figure 052 260 121 3 1 Sample of DA Form 1959 With Block Numbers Continued STP 5 82D12 SM TG Performance Steps TYPE OF MARK STATION Germany 170 Monument Stone Kamp LOCALITY STAMPING ON MARK LATITUDE LONGITUDE DATUM DATUM 49 28 10 47467 10 23 10 925197 WGS 84 Amsterdam NORTHING EASTING FT EASTING NORTHING FT GRID AND ZONE ESTABLISHED BY AGENCY 5 480 852 200 M 600 444 268 M 32U 320 Engineer NORTHING EASTING FT EASTING NORTHING FT nip AND ZONE ORDER M M November 96 Third GRID AZIMUTH ADD E y TO THE GEODETIC AZIMUTH GRID AZ ADD SUB TO THE GEODETIC AZIMUTH BACK AZIMUTH GEOD DISTANCE GRIO DISTANCE METERS FEET METERS FEET ae E UE Sa ES Btwn ane ape ae See The station is located on Storch Barracks Illesheim Germany To reach the station front gate of Storch Barracks Grid 0082 go straight for 0 1 mile to a four way intersection Turn right west and proceed 0 8 mile to the gate of the access road and a guard shack
127. b Algebraically add the correction to the middle wire block 11a to the last FS middle wire rod reading blocks 6a to obtain the corrected rod reading Compute to three decimal places and round the answer Enter this amount in block 11b NOTE Divide the correction by 1 000 to convert to meters before applying 12 Perform adjustments to the middle wire if necessary 13 Check the C value again Repeat steps 1 through 12 until the C value is within specifications 14 Initial the form in block 14 105 STP 5 82D12 SM TG Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to determine the level error C Performance Measures GO NOGO 1 Filled out the headings on DMS Form 5820 R Recorded the stadia constant for the instrument Recorded the BS reading for the first setup Recorded the FS reading Recorded the BS reading after the level was moved to the second setup Recorded the FS reading Computed and entered the cumulative totals Applied the correction for curvature and refraction Computed the C value
128. b Press F21 to set the HA STP 5 82D12 SM TG Performance Steps c Enter the plate setting in the degrees minutes and seconds DDD MMSS format d Press the ENT button 8 Read the horizontal and vertical directions a Ensure that the instrument is in Program 0 PO will be displayed on the top line of the display b Aim the instrument at a different target and observe the horizontal and vertical directions The horizontal angle will be displayed as HA The vertical angle will be displayed as VA 9 Obtain the distance measurement a Point the instrument at a prism and adjust the horizontal and vertical positions until there is a constant clear beep b Determine the appropriate distance measuring mode NOTE A prism must be mounted on the target to measure a distance and the AISI will only measure a distance in the direct position 1 The STD mode is used during control surveys for a traverse a Press the STD button to enter the standard mode b Press the A M button for each measurement 2 The D BAR mode automatically repeats measurements and determines the arithmetic mean value for high accuracy surveys a Press the D BAR button to enter the D BAR mode b Select 1 for the normal mode or 2 for the high resolution mode c Press the A M button to start and stop the measurements 3 The tracking TRK mode is used to find a certain distance for topographic surveys a Press the TRK button to start the measurem
129. blocks 1b c Use TM 8358 1 to obtain the following information and record it on DA Form 1932 1 Ellipsoid block 1c 1 The plotted point will be in one of the bordered areas on the chart indicating the ellipsoid used in that area 2 Central meridian CM block 1c 2 Longitudes that are listed across the top and bottom of the chart are for zone boundaries The CM of the zone is the mean of the zone boundaries 3 Grid zone where the point is located block 1c 3 Find the longitude across the top or bottom of the map and the latitude along the right or left side of the map The point where the longitude and latitude intersect is the grid zone consisting of a number and a letter 2 Compute and record the difference in longitude a Compute the difference in longitude by using the following formula Difference in longitude longitude CM b Record the absolute value in degrees minutes and seconds DDD MMSS in block 2b The absolute value is always positive c Convert the difference in longitude to seconds by changing the value to decimal degrees then multiplying by 3 600 Record it to three decimal places in block 2c 3 Compute p by using the following formula and record it to eight decimal places in block 3 0001 times the difference in longitude or p the difference in longitude divided by 10 000 4 Compute the values of p squared p2 p cubed p3 p to the 4th power p4 p to the 5th power p5 and p to the
130. bserved and that All administrative items are entered on each page The sums means and differences are accurately computed The concluded angle is computed and entered for each position turned The mean angle is computed and entered for each setup The spread of seconds meets project specifications DA Forms 1943 are accurate All entries are neat and legible Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met For testing purposes use automated integrated surveying instrument AISI VA ZD field data Make at least three pairs of reciprocal observations or two nonreciprocal observations Use DA Form 5817 for recording purposes The project directive should make reference to third order specifications Brief Soldier Give the soldier a safety briefing before starting the test Tell him to check VA ZD field data Performance Measures GO NOGO 1 Checked DA Form 5817 to ensure that all entries were complete neat legible and correct 2 Checked DA Form 5817 to ensure the accuracy of angles observed Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him ho
131. button and make corrections on the display For example to change the PNO the display will appear as follows IMEM JOB 3 19 CHANGE PNO DATA 1 NOTE To change the PNO from 1 to 2 enter 2 and press the ENT button f Press the MNU button twice to exit the program 9 Exit Program 11 12 by pressing the power PWR button 10 Move to the next station and complete the measurements NOTE Program 11 12 does not compute angles between FS and BS points This must be done manually Stored values of BSs and FSs are directions To determine the angles between the points subtract the mean BS HA directions from the mean FS HA directions Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to perform an intersection with an AISI Performance Measures GO NOGO 1 Set up the instrument for an intersection 2 Executed Program 11 and entered the administrative data STP 5 82D12 SM TG Performance Measures GO NOGO 3 Made the reverse Face measurements for the BS target Made the direct Face measurements for the BS target Collected the data for the FS targets
132. c distance x cosine of the forward azimuth NOTE Each spheroid requires a different set of tables for position computation k Compute X and record it in block 1k to three decimal places with the sign X X where X Difference applied to longitude Compute a constant for the reference ellipsoid using the following formula and record it in block 1110 four decimal places with the sign The sign is always positive X 10 000 squared where X Difference applied to longitude 3 178 STP 5 82D12 SM TG Performance Steps Compute Y using the following formula and record it in block 1m to three decimal places with the sign YzY where Y Difference applied to latitude Interpolate for Yo meridional arc value from Special Publication SP 241 The argument is the latitude of the occupied station Record this value in block 1n to three decimal places with the sign The sign is the same as the latitude sign Compute Y1 modified meridional arc value using the following formula and record it in block 10 to three decimal places with the sign 1 Y where Yo Meridional arc value Y Y Difference applied to latitude Interpolate from SP 241 for V correction to the observed angle The argument is Y1 Be sure to apply the correction for V The argument for the correction is the rounded thousands of meters of Y1 Record this value in block 1p to five decim
133. cessary Compute the geodetic distance S to three decimal places All computations must be accurate All entries must be neat and legible Performance Steps 1 Check all entries and computations on NIMA Form 8900 2 and correct them as necessary Figures 052 260 1236 1 and 052 260 1236 2 STP 5 82D12 SM TG Performance Steps mur HELDSHEET EME es mE ees 1 UT c REFLECTOR STATION ECCENTRICITY PRISM NO ee eee METEOROLOGICAL READINGS PRESSURE TEMPERATURE E ALTIMETER P DRY C REFLECTOR INITIAL xe Al el Sample mem o s UEP _ ___ S H EC C REMARKS Obtained trom the insirement Calibraberc Use eriy computing manually I The 2 is computed intemalry the Then UD A Toward Eccertnoty mus be ADOED rrr i UE COMPUTEO BY CHECKED BY PAGE OF 10 NIMA Form 8900 2 JUN 7 uo Z H 4T d Figure 052 260 1236 2 Sample of NIMA Form 8900 2 With Block Numbers STP 5 82D12 SM TG Performance Steps mer FIELD SHEET EDME ORGANIZATION APPROX DISTANCE MEAN LATITUDE CALIBRATION DATE OBSERVER RECORDER Tu Frc omon
134. ck 11 Delta longitude seconds IX q X q3 E5 q5 where q E divided by 1 000 000 q3 q cubed 45 q to the fifth power IX Tabular value 9 X Tabular value 10 E5 Tabular value E5 Determine the delta longitude degrees by using the following formula convert it to DDD MMSS and record it in block 12 Delta longitude delta longitude in sec 3 600 3 144 STP 5 82D12 SM TG Performance Steps 13 Compute the longitude by using one of the following formulas and record it to three decimal places in block 13 Longitude CM value delta longitude Use this formula if the station is in the eastern hemisphere and east of the CM of the grid zone Longitude CM value delta longitude Use this formula if the station is in the eastern hemisphere and west of the CM of the grid zone Longitude CM value delta longitude Use this formula if the station is in the western hemisphere and west of the CM of the grid zone Longitude CM value delta longitude Use this formula if the station is in the western hemisphere and east of the CM of the grid zone where CM central meridian NOTE Longitudes that are reckoned westward from the Greenwich meridian are preceded by a minus sign 14 Sign and date the form blocks 14 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator wi
135. ction Part Number 571146152 NSN 6675 01 371 4961 30 June 1994 Self Development Test 17 June 1994 Enlisted Assignments and Utilization Management 31 October 1997 Abstract of Horizontal Directions 1 February 1957 Triangle Computation for calculating machine 1 February 1957 UTM Grid Coordinates From Geographic Coordinates 1 February 1957 Geographic Coordinates From UTM Grid Coordinates 1 July 2001 Grid Azimuths t and T and t T Correction from UTM Grid Coordinates This item is included on EM 0001 1 February 1957 Position Computation UTM Grid 1 February 1957 Traverse Computation on the Universal Transverse Mercator Grid 1 February 1957 Computation of Levels 1 May 2001 Abstract of Zenith Distances 1 July 2001 Computation of Elevations from Nonreciprocal Observations by calculating machine 1 February 1957 Description or Recovery of Bench Mark 1 October 1964 Tabulation of Geodetic Data 1 February 1957 Equipment Inspection and Maintenance Worksheet 1 April 1979 Hands On Evaluation LRA 1 September 1985 Field Expedient Squad Book LRA 1 September 1985 Zenith Distance Vertical Angle 1 June 2001 General Survey Notes 1 July 2001 Field Sheet Infrared 1 June 2001 Three Wire Leveling 1 July 2001 Training the Force 15 November 1988 Battle Focused Training 30 September 1990 How to Conduct Training Exercises 10 September 1984 Training for Mobilization and War 25 January 1985 Topographic Survey
136. ctor that takes in consideration of refraction and the curvature of the earth STP 5 82D12 SM TG Performance Steps Compute h2 h1 s tan 90 21 k and enter it in block where h2 Unknown elevation h1 Known elevation 21 Zenith distance A factor that takes in consideration of refraction and the curvature of the earth p Enter the elevation for the occupied station h1 in block 3p q Enter the height of instrument HI at the occupied station in block 3q r Determine the elevation of the observed station by adding h2 h1 h1 and HI and enter it in block 3r s Repeat steps 3b through r for observations taken from the other end of the baseline t Sign and date the form in blocks 3t Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to compute an intersection Performance Measures GO NOGO 1 Used the sketch of the triangle on DA Form 1962 to label the first unknown point as 1 and the points clockwise as unknown points 2 and 3 Completed the triangle computation on DA Form 1920 2 Completed the UTM grid position computation on DA Form 1938 3 Completed the computation of elevat
137. d a recorder with Department of the Army Form 5817 or other VA ZD note keeping forms Standards Measure two VAs ZDs with a theodolite to third order specifications 20 seconds between the two VAs ZDs according to DMS ST 031 Performance Steps 1 Check the eyepiece for parallax Remove the parallax by pointing the instrument toward the sky and rotating the eyepiece until the crosshairs appear sharp and intensely black 2 Check the level of the instrument Adjust the instrument if necessary 3 Locate and focus on the station s target to be observed a Point the instrument toward the target using the coarse sight for the telescope b Look through the eyepiece and rotate the focusing ring to focus on the target c Look through the eyepiece and fine tune the pointing of the instrument by using the two speed vertical and horizontal controls Tell the recorder the name of the occupied station and the observed station Tell the recorder what target is being observed Measure the height of instrument HI with the help of the recorder or evaluator Make a direct pointing on the target Observe and read the direct reading on the station N Oo fF Repeat steps 7 and 8 in the reverse position a Unlock the horizontal and vertical clamps b Invert plunge the telescope and turn the instrument 180 to the same target c Focus and align the instrument on the target as recommended in step 3 10 Repeat steps 7
138. d field distance 13 Compute the grid distances a Taped distances corrected horizontal field distances are reduced to grid distances by multiplying the taped distance by KH Record this value in block 13a G H KH where H taped distance KH the scale factor used to reduce G b Electronic distance measuring equipment EDME distances reduced geodetic distances are corrected by multiplying the geodetic distance by K Record this value in block 13b G S K where S geodetic distance K scale factor NOTE Compute the total length of the traverse Record the values to three decimal places in the Length of Traverse block on DA Form 1940 14 Compute the cosine and sine of azimuths Record it to seven decimal places with the sign in blocks 14 round the answer 15 Compute the difference in northings dNs and difference in eastings dEs a Compute the dN by multiplying the field distance SS or grid distance traverse by the cosine of the azimuth Record it to three decimal places with the sign in block 15a round the answer b Compute the dE by multiplying the field distance SS or grid distance traverse by the sine of the azimuth Record it to three decimal places with the sign in block 15b round the answer NOTE For the SS skip steps 16 through 21 and go to step 22 to compute the SS station coordinates 16 Compute the errors in the dN and dE denoted by the errors in northing En and the errors in eas
139. d for the next setup 3 Set up the leveling turn by driving the marlin pin into the ground at a 45 angle el until it was solid 4 Removed the turning pin only upon instrument operator s command 5 Compensated the pace count to adjust for any unbalanced length of sight 6 Read the rod thermometer if it was necessary Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly 3 107 STP 5 82D12 SM TG Record Level Data 052 260 1228 Conditions As a topographic surveyor in a field environment given Department of the Army DA Form 5820 Defense Mapping School DMS Special Text ST 031 an instrument with an operator observing a level line and two rodmen with level rods and turning pins Standards Record level data Determine the mean middle wire reading and rod intervals for each observation Determine the accumulative sum of the three wire readings mean middle wire readings and rod intervals for the page and the section Determine the actual and allowable differences between the forward and backward runs of the section according to third order specifications Field recordings must be neat and legible Complete all computations and ensure that they do not contain errors Performance Steps 1 Enter administrative data on DA Form 5820 Figu
140. d tabular values Il Ill IV V A6 and B5 using the NIMA Tables Program 3 151 STP 5 82D12 SM TG Performance Measures GO NOGO 6 Computed the grid position 7 Signed and dated the form Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1932 TM 8358 1 3 152 STP 5 82D12 SM TG Compute the Convergence 052 260 2479 Conditions As a topographic surveyor given the geodetic coordinates of the point under consideration instructions on how to compute the convergence from geodetic coordinates Technical Manual TM 8358 1 specified for new mappings a desktop personal computer PC with the National Imagery Mapping Agency NIMA Tables Program Department of the Army DA Form 1932 and a scientific calculator Standards Compute the convergence Enter all factors to eight decimal places Take the tabular values from the appropriate spheroid table and record them to the same decimal places as given in the tables Record the final convergence to three decimal places All entries and computations must be accurate neat and legible Performance Steps 1 Fill in the headings on DA Form 1932 Figures 052 260 2479 1 and 052 260 2479 2 3 153 STP 5 82D12 SM TG Performance Steps PROJECT U T M GRID COORDINATES FROM GEOGRAPHIC COOR
141. d to train and evaluate critical tasks which support unit missions during wartime Trainers and first line supervisors should actively plan for soldiers holding MOS 82D to have access to this publication Most tasks in this manual are applicable to both the Active and RC soldier However some tasks are only for active duty soldiers due to the differences of equipment and missions Tasks unique to RC soldiers are identified by RC following the task title and grouped into RC unique subject areas Users of this publication are encouraged to recommend changes and submit comments for its improvement Comments should be keyed to a specific page paragraph and line of the text in which the change is recommended Reasons will be provided for each comment to ensure understanding and complete evaluation Unless this publication states otherwise masculine nouns and pronouns do not refer exclusively to men STP 5 82D12 SM TG CHAPTER 1 Introduction GENERAL 1 1 This manual identifies the individual MOS training requirements for soldiers in MOS 82D It is designed to be used by commanders trainers and soldiers to plan conduct and evaluate individual training in units This manual is the primary reference to support that portion of the Integrated Test Evaluation Program ITEP which requires commanders to routinely evaluate soldiers ability to perform MOS specific tasks critical to the unit s mission Army Regulation AR 350 41 describes the ITEP
142. de of the ending station the longitude of the starting station h Compute the error in arc for latitude and longitude using the following formulas Record these values in blocks 3h Error in arc computed difference in latitude fixed difference in latitude Error in arc computed difference in longitude fixed difference in longitude Extract the difference per second for the meridional arcs meters from SP 241 The argument is the degrees and minutes of the mean latitude for the traverse Sum and mean the latitudes of the starting ending and all intermediate stations unadjusted Round the mean latitude to the nearest minute and record the value in block 3i to the number of places as in SP 241 j Extract H from SP 241 The argument is the same as the mean latitude in step 3i above Record the value in block 3j to nine decimal places k Compute the latitude error distance using the following formula and record it in block 3k to three decimal places with the sign Latitude error distance latitude error arc x difference per second Compute the longitude error distance using the following formula and record it in block 3l to three decimal places with the sign Longitude error distance longitude error arc divided by H m Compute the liner error of closure LEC using the following formula and record it in block 3m to four decimal places LEC square root of latitude error distance squared l
143. de or the difference in longitude divided by 10 000 Parallax The apparent displacement of the position of a body with respect to a reference point or system caused by a shift in the point of observation pass fail A pass fail standard of evaluation whereby the soldier either does or does not meet the standard Q easting prime divided by 1 000 000 Reciprocal angles An angle measured over a line at both ends in trigonometric leveling to eliminate at least partly the effects of curvature and refraction Measurements must be made as close together as possible to eliminate error caused by changing refractive conditions References FMs SMs TCs TMs GTAs TECs ARs and other publications that support training and provide additional information A complete list of references is located in the REFERENCE Section Spheroid In general it is any figure differing slightly from a sphere in geodesy it is a mathematical figure closely approaching the geoid in form and size and used as a surface of reference for geodetic surveys standing operating procedure SOP a set of instructions covering those features of operations which lend themselves to a definite or standardized procedure without loss of effectiveness the procedure is applicable unless ordered otherwise station a specific geographic location normally used in context of the layout of horizontal construction Tangent A line that is tangent specifically a straight line t
144. dentify all equipment and materials to be used by the soldier Give him a safety briefing before starting the test Explain to him that scoring will be based on the proper cleaning inspection and maintenance of the leveling equipment Tell him to perform operator maintenance on a leveling instrument Performance Measures GO 1 Inspected the instrument for damage or wear 2 Cleaned the level with a dry lint free cloth 3 Cleaned all glass surfaces with lens tissue and solution 4 5 Inspected the level and controls for damage and proper function Cleaned the level accessories and the hand levels turning pins and hammers with mild detergent and warm water Wiped them dry immediately Recorded uncorrectable faults on DA Form 2404 NO GO Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 2404 TM 5 6675 329 13 amp P 3 191 STP 5 82D12 SM TG Check Level Data 052 260 2333 Conditions As a topographic surveyor given leveling field notes recorded on Department of the Army DA Form 5820 or other appropriate media a scientific calculator the project directive and Defense Mapping School DMS Special Text ST 031 Standards Check DA Form 5820 to ensure that the field notes recorded during differential leve
145. determine it to be a blunder or unacceptable only after you have attempted to estimate the standard error of unit weight scalar NOTE If you disable an observation and the scalar is set to alternative set it back to default and readjust c Return and reset the adjustment controls ADJUSTMENT STATION WEIGHTING GPS SCALAR Set the scalar to alternative 10 Readjust the network Repeat steps 6 and 7 until you pass steps 8a through g Do not overscale step 6 This is an area to watch 11 Complete a minimally constrained adjustment Once you have passed steps 8a through g set the scalar to USER DEFINED and enter the value used on the last adjustment NOTE You have completed a minimally constrained adjustment and are ready to get the geoid heights for the points 12 Save the network to disk Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to adjust a DGPS network Performance Measures GO NOGO 1 Entered the adjustment module Built the network from the TRIMVEC directory Summarized the network Saved the GPS network to disk Entered the network adjustment mod
146. dix C Conversion Factors United States US Units and Metric This appendix provides an English to metric measurement conversion chart Glossary This glossary is a single comprehensive list of acronyms abbreviations definitions and letter symbols References This section contains two lists of references required and related that support training of all tasks in this SM Required references are listed in the conditions statement and are STP 5 82D12 SM TG required for the soldier to do the task Related references are materials that provide more detailed information and a more thorough explanation of task performance ENLISTED PERSONNEL MANAGEMENT SYSTEM 1 10 The Enlisted Personnel Management System EPMS AR 614 200 is the Army s overall system to improve the professionalism of the enlisted force It integrates policies relating to training evaluation classification and promotion into an overall system It provides the soldier with a means to look to the future and see a realistic clear and viable career progression path from private to sergeant major SGM However the EPMS is useless if the soldier does not understand and use it Part of the trainer s job is to make sure the soldier understands and uses the EPMS As an aid Figure 1 1 provides the trainer with a career map for the 82D soldier Along with information contained in AR 614 200 the soldier can use the career map to develop goals early in his career and plan acc
147. e Army Correspondence Course Program ACCP See Department of the Army DA Pamphlet 350 59 for information on enrolling in this program and for a list of courses or write to Army Institute for Professional Development United States US Army Training Support Center ATTN ATIC IPS Newport News Virginia 23628 0001 1 8 Unit learning centers are valuable resources for planning self development programs They can help access enlisted career maps training support products and extension training materials TRAINING SUPPORT 1 9 This manual includes the following appendixes and information that provide additional training support information Appendix A Department of the Army DA Form 5164 H Hands On Evaluation This appendix provides an overprinted copy of DA Form 5164 R for the tasks contained in the SM The NCO trainer can use this form to set up the leader book described in FM 25 101 The use of this form may help preclude writing the soldier tasks associated with the unit s METL and can become a part of the leader book Appendix B Department of the Army DA Form 5165 R Field Expedient Squad Book This appendix provides an overprinted copy of DA Form 5164 R for the tasks contained in the SM The NCO trainer can use this form to set up the leader book described in FM 25 101 The use of this form may help preclude writing the soldier tasks associated with the unit s METL and can become a part of the leader book Appen
148. e listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to compute datum transformations Performance Measures GO NOGO 1 Entered administrative data on DA Forms 1932 and 1933 2 Converted the given coordinates for the spheroid that the point was in to UTM grid coordinates 3 Converted the UTM grid coordinates to geodetic grid coordinates for the spheroid that the point was being transformed to 4 Signed and dated both forms 3 158 STP 5 82D12 SM TG Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1932 DA FORM 1933 TM 8358 1 159 STP 5 82D12 SM TG Check Intersection Computations 052 260 2491 Conditions As a topographic surveyor in a secure field environment given a scientific calculator completed intersection field notes completed computations on Department of the Army DA Forms 1920 1938 and 1947 and Defense Mapping School DMS Special Text ST 031 Standards Check the field data abstracts and intersection computations for accuracy and compare them to the i
149. e scroll bar to check the list of the baselines selected 9 Process the baselines a Select PROCESS and BASELINES b Check the number of baselines processing to match the number of independent baselines selected c Select RESULTS and SOLUTION SUMMARY to view the processing session d Click OK to exit the processing menu once the processing is complete e Review the detailed summary associated with each individual baseline 1 Check the solution types 2 Check the ratio 3 Check the reference variance 10 Save the processing session a Select FILE and SAVE b Enter comments in the dialog box and click OK 11 Check the results a Select VIEW and NETWORK MAP to view a map of the network from the main GPSurvey menu b Select REPORTS and CLOSURE LOG to view loop closure information c Select REPORTS and BASELINE LOG to view baseline information Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met For the purpose of this evaluation use static global positioning system GPS observation sessions Brief Soldier Give the soldier a safety briefing before starting the test Tell him to process DGPS data Performance Measures GO NOGO 1 Entered the DGPS processing program
150. e top of the form and insert the prestamped survey marker or disk see Note 2 If a subsurface marker is used plumb the disk from a plumb bench 11 Cover the monument with paper then with soil Do not use the monument until the concrete has cured see Note 4 12 Establish azimuth and reference marks as required NOTES 3 Construct monuments with cement clean sand and aggregate preferably crushed rock in proportions of 1 2 3 with the top 30 centimeters containing more cement Where only cement and sand are available make the lower part one part cement to three parts sand and make the upper part one part cement to two parts sand Mix the dry material thoroughly and add water cautiously so that the mixture does not get too wet Then pour and tamp the mixture well into the form for precast monuments or the hole To avoid cracking because of drying too rapidly cover the monument with paper cloth straw earth or other material for at least 48 hours 4 The monument described is the minimum requirement for second order class specifications Monuments used for lower order surveys may be reduced in size to save time and money c Construct natural monuments 1 Construct natural monuments by permanently marking natural or man made features such as rocks boulders or street curbs Any object that cannot be easily moved can be made into a natural monument if properly marked 2 Use a star drill or another suitable tool to make a hole 0 06
151. e top of the survey station to all well defined features on the target to the nearest 0 001 meter 4 Aim the face of the target so that it is perpendicular to the line of sight between the observing station and the target Evaluation Preparation Setup Provide the soldiers with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark two intervisible survey stations at least 400 meters apart The evaluator must physically check the plumbing and leveling of the target the measuring of the HT and the aiming of the target to the observing station Brief Soldier Give the soldier a safety briefing before starting the test Show him the station over which the target is to be set up and plumbed Identify the location of the observing station Tell the soldier to set up a target set Performance Measures GO NOGO 1 Set up the survey target 2 Leveled the target 3 Measured the HT from the top of the survey station to all well defined features on the target to the nearest 0 001 meter 4 Aimed the face of the target so that it was perpendicular to the line of sight between the observing station and the target Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step
152. ecialty code MOSC the soldier will merge into on promotion Part Two lists by general subject areas the critical tasks to be trained in an MOS and the type of training required resident integration or sustainment Subject Area Column This column lists the subject area number and title in the same order as Section Part One of the MTP Task Number Column This column lists the task numbers for all tasks included in the subject area Title Column This column lists the task title for each task in the subject area Training Location Column This column identifies the training location where the task is first trained to STPs standards If the task is first trained to standard in the unit the word Unit will be in this column If the task is first trained to standard in the training base it will identify by brevity code ANCOC BNCOC etc the resident course where the task was taught Figure 2 1 contains a list of training locations and their corresponding brevity codes AIT Advanced Individual Training UNIT Trained in the Unit Figure 2 1 Training Locations Sustainment Training Frequency Column This column indicates the recommended frequency at which the tasks should be trained to ensure soldiers maintain task proficiency Figure 2 2 identifies the frequency codes used in this column STP 5 82D12 SM TG Biannually Annually Semiannually Quarterly Monthly Bi weekly Weekly Figure 2 2 Sustain
153. ecorded AT THE STATION SITE The field engineer should fill in only the information available and applicable to field use In general the geographic and grid positions azimuths distances and elevations should not be filled in at field level except when the information is required for an immediate specific purpose a ORIGINAL DESCRIPTION OF NEW STATION The type of mark used for the station reference marks and azimuth marks and a description of each must be given in the text of the description If a disk is used the identity of the agency whose name is cast in the disk and all of the letters and numbers stamped on the mark which identify the organization establishing or setting the mark should be given In many areas the use of disks is not desirable because of their loss due to vandalism or superstition Less conspicuous marks should be used under these conditions This requires exact statements of the character of the marks Information for all marks as to the elevation above or below ground and approximate elevation above or below nearby prominent features is important At least three measurements within 01 foot should be made from the station to any permanent marks features or structures that would permit relocating the spot where an instrument was centered Good judgment should be exercised as to how far these measurements should be made It is recommended that they be made to items which are not in the immediate vicinity
154. ed areas on the chart indicating the ellipsoid used in that area 3 Grid zone where the point is located block 1c 3 Find the longitude across the top or bottom of the map and the latitude along the right or left side of the map The point where the longitude and latitude intersect is the grid zone consisting of a number and a letter 2 Compute and record the absolute values for the easting prime E and the northing prime N by using the following formulas a Use this formula if the station is in the northern hemisphere block 2 N 10 000 000 N Use this formula if the station is in the southern hemisphere block 2a where N northing b 500 000 Use this formula if the station is east of the CM of the grid zone block 2b E 500 000 E Use this formula if the station is west of the CM of the grid zone block 2b where E easting 3 Compute the value of by using the following formula and record it to nine decimal places in block 3 E divided by 1 000 000 where E easting prime 4 Compute the values of q squared q2 cubed q3 to the fourth power q4 to the fifth power 45 and q to the sixth power q6 and record them to eight decimal places in blocks 4 5 Determine the preliminary latitude a Divide N by 30 8 b Divide the value of step 5a by 3 600 c Convert the value of step 5b to degrees minutes and seconds DDD MMSS and round to the nea
155. ed for recording purposes The project directive should make reference to third order specifications Brief Soldier Give the soldier a safety briefing before starting the test Tell him to check level data Performance Measures GO NOGO 1 Checked DA Form 5820 to ensure that all entries were complete neat legible and correct Noted any errors or omissions 2 Checked DA Form 5820 to ensure the accuracy of level line runs Noted any errors or omissions Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 5820 192 STP 5 82D12 SM TG References Required Related DMS ST 031 193 STP 5 82D12 SM TG Subject Area 5 Differential Global Positioning System Download Data From the Differential Global Positioning System DGPS Receiver 052 260 2334 Conditions As a topographic surveyor given a DGPS receiver with a session of collected DGPS data the appropriate accessories a desktop personal computer PC with the DGPS processing and adjustment software Defense Mapping School DMS Special Text ST 096 and 097 and instructions on how to download DGPS data Standards Download the DGPS data into the DGPS processing and adjustment software Download the data according to DMS ST 096 and 097 or the appropriate manufacturer s m
156. ed on differences in environment location equipment dispersion and similar factors Therefore the MTP should be used as a guide for conducting unit training and not a rigid standard The MTP consists of two parts Each part is designed to assist the commander in preparing a unit training plan which satisfies integration cross training training up and sustainment training requirements for soldiers in this MOS Part One of the MTP shows the relationship of an MOS SL between duty position and critical tasks These critical tasks are grouped by task commonality into subject areas Section lists subject area numbers and titles used throughout the MTP These subject areas are used to define the training requirements for each duty position within an MOS Section II identifies the total training requirement for each duty position within an MOS and provides a recommendation for cross training and train up merger training Duty Position Column This column lists the duty positions of the MOS by SL which have different training requirements Subject Area Column This column lists by numerical key see Section 1 the subject areas a soldier must be proficient in to perform in that duty position Cross Train Column This column lists the recommended duty position for which soldiers should be cross trained Train up Merger Column This column lists the corresponding duty position for the next higher SL or military occupational sp
157. ed on the display by II 2 1 0 e Repeat steps 3c and d for the appropriate number of positions 4 Make the direct Face 1 measurements for the BS target NOTE If the difference in the horizontal aim dH and the difference in the vertical aim dV values are not acceptable then repeat steps 3 and 4 again If they are still unacceptable the AISI may need to be calibrated a Place the AISI in the direct Face position after the reverse Face pointings are completed b Aim the AISI at the target c Press the A M button The AISI beeps and displays 11 4 1 1 on the last line NOTE This completes one BS observation in the Face position as indicated on the display by 1 4 1 1 d Repeat steps 4b and c for the appropriate number of positions e Press the register REG button to store values The AISI beeps and goes into Program 12 This program records the foresight FS information for the intersection target 5 Collect the data for the FS targets object being intersected The display will appear as follows UDS P12 22 19 STEP 1 STORE P CODE _ a Enter a P CODE at the P CODE 2 prompt This should be the name of the object sighted This is your first FS Press the ENT button NOTE A well defined point should be identified and a sketch of the obstruction should be drawn b Enter the TH at the TH _ 2 prompt This will be 0 00 for most obstructions The display will appear as follows UDS P12 22 20 HA 0 0002 VA 92 0244
158. ee decimal places with the sign Convert to degrees minutes and seconds and record it in the delta longitude block of the occupied station Difference in longitude HX where H Correction applied to the difference in longitude X X X Difference applied to longitude x Compute the longitude prime using the following formula and record it in block 1x Longitude prime longitude the difference in longitude y Derive the sine of the mean latitude and record it in block 1y to seven decimal places with the sign z Compute the difference in sigma using the following formula and record it in block 1z to one decimal place with the sign Delete the preprinted before the difference in sigma character Difference in sigma sine of the mean latitude x difference in longitude aa Convert the difference in sigma to degrees minutes and seconds and record it in block 1aa to one decimal with the sign NOTE The sign of the value may be checked as follows in the northern hemisphere convergence is positive when the forward azimuth is between 0 and 180 and negative when the forward azimuth is between 180 and 360 ab Compute the back azimuth Algebraically add the forward azimuth the convergence and 180 If necessary subtract 360 and record this value in block 1ab to one decimal place ac Sign and date the form in block 1ac 2 Compute the azimuth closure and adjustment on DA Form 1962 Figures 052 260 2490 4 and 052
159. eep About 5 seconds later the instrument will beep twice Rotate the instrument 180 again until the display is PRESS A M f Press the A M button on the front of the instrument g Enter the values for temperature pressure offset and horizontal angle reference HA REF HA setting h Ensure that the face of the instrument is still parallel to the two foot screws and press the LEVEL button to enter the fine level mode Level both bubbles by using the left thumb rule to adjust the front two foot screws for the lower bubble and the rear foot screw for the upper bubble j Press the bubble button to exit the level display 3 Set the proper units of measure time and date Press the menu MNU button and enter 17 Press the YES button to accept or the NO button to change the units at the display prompts Press the MNU button and enter 15 Press 1 to set the date Enter the correct date in the year month and day YYY MMDD format Press the enter ENT button to accept the change Enter the correct time in the hour minutes and seconds HH MMSS format STP 5 82D12 SM TG Performance Steps h Press the ENT button to accept the entered time or press the ENT button at a precise time signal WWV to synchronize the instrument clock NOTE Use the CLEAR CL button to back the cursor to the proper position 4 Aim the instrument correctly at a target a Point the instrument toward the sky
160. emory device to record data by entering the appropriate number The display will appear as follows UDS P11 21 57 STEP 1 STORE STN _ d Enter the occupied station number SNT The display will appear as follows UDS P11 21 59 STEP 2 STORE P CODE _ e Enter the P CODE name of the occupied station for example P CODE TP then press the enter ENT button The display will appear as follows UDS P11 22 04 STEP 3 STORE IH 0 000 f Enter the instrument height IH The display will appear as follows UDS P11 22 07 STEP 4 STORE BS _ STP 5 82D12 SM TG Performance Steps g Enter the BS point number The display will appear as follows UDS P11 22 09 STEP 5 STORE P CODE h Enter the BS P CODE The display will appear as follows UDS P11 22 09 STEP 6 STORE TH Enter the target height TH The display will appear as follows D P11 22 13 HA 180 0001 VA 272 0243 NOTE The numbers and times displayed are examples only 3 Make the reverse Face measurements for the BS target a Rotate the AISI to the reverse face and check the BS pointing b Press the A M button The AISI beeps and the display appears as follows D P11 22 15 HA 180 0001 VA 272 0243 l 1 LO c Take the crosshairs slightly off the target then back on by using the slow motion screws d Press the button The AISI beeps and displays II 2 1 0 on the last line NOTE This completes the second pointing to the BS as indicat
161. ence HA REF HA setting 8 Ensure that the face of the instrument is still parallel to the two foot screws and press the LEVEL button to enter the fine level mode 9 Level both bubbles by using the left thumb rule to adjust the front two foot screws for the lower bubble and the rear foot screw for the upper bubble 10 Press the bubble button to exit the level display c Execute Program 43 and enter the known coordinates 1 Press the PRG button enter 43 and press the ENT button 2 Press 2 for internal memory IMEM Enter the area file for point storage Press the YES button for the target height TH measure 3 4 5 Enter the point number PNO STP 5 82D12 SM TG Performance Steps 6 Enter the P CODE for the station for example Belvoir 7 Enter the station coordinates NOTE Enter both the occupied station and the BS station d Execute Program 20 for station establishment 13 Press the register REG button to exit the program 1 Press 1 for the known station 2 Enter a job number for data storage 3 Ensure that the external memory XMEM is off and the IMEM is on and press the ENT button 4 Enter the station number STN 5 Enter the area file 6 Enter 2 for the IMEM 7 Answer YES or NO for STN OK 8 Answer YES for the TH measure and enter 0 9 Enter the PNO for the BS 10 Enter the area file for the BS 11 Answer YES or NO for REF OK 12
162. ent of the Army DA Form 1934 Field Manual 6 2 and instructions on how to convert degrees minutes and seconds DDD MMSS into mils Standards Establish a declination station according to the procedures outlined in FM 6 2 Performance Steps 1 Locate a declination station that is convenient to the using unit s and away from magnetic attractions Observe the following a Power lines and electronic equipment 150 meters b Railroad tracks artillery tanks and vehicles 75 meters c Barbwire steel helmets and personal weapons 10 meters 2 Establish a declination station a Provide four azimuth marks one in each quadrant to prominent features located at least 1 000 meters from the declination station NOTE When the time tactical situation or lack of prominent features limit operations the standard in step 2a can be relaxed The minimum distance should not be closer than 300 meters Two azimuth marks are desired but one will suffice b Determine the grid azimuth s to the azimuth mark s by using either of the following methods 1 Compute the grid azimuth if the coordinates of the declination station and azimuth mark s are known 2 Apply a measured angle to a known direction Use a theodolite to observe the azimuths for each declination station c Determine the vertical angle VA to each azimuth mark d Convert all angular measurements to mils 6 400 mils 360 Evaluation Preparation Setup Provide the soldier wi
163. ents b Press the button for the appropriate mode Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to operate the AISI Performance Measures GO NOGO 1 Set up and plumbed the instrument over the designated point Leveled the instrument using the dual axis compensator Set the proper units of measure time and date Aimed the instrument correctly at a target Performed the horizontal vertical collimation test measurements Performed the tilt axis test measurements Set the horizontal plates Read the horizontal and vertical directions A2 Obtained the distance measurement Evaluation Guidance Score the soldier GO if steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly STP 5 82D12 SM TG References Required Related AISI OPERATOR S MANUAL DMS ST 648 TM 5 6675 332 10 STP 5 82D12 SM TG Perform a Topographic Survey With an Automated Integrated Surveying Instrument AISI 052
164. erator to correct only operator level faults and record all uncorrectable faults on DA Form 2404 Perform a final inspection on the equipment Performance Steps 1 Assign personnel to perform maintenance on the survey equipment according to the maintenance manual or applicable TM 2 Instruct the operator to perform troubleshooting according to the maintenance checklist for the equipment during or after operations 3 Instruct the operator to clean the equipment and accessories 4 Instruct personnel to perform calibration checks for the equipment 5 Ensure that the operator performs only operator level maintenance a Inventory of all the equipment components and accessories b Wipe the dirt and dust from all components with a dry cloth c Clean glass surfaces with lens cleaning tissue d Inspect the exterior of the equipment for damage cracks and wear e Check the motion locks and ensure that the controls rotate freely and function properly f Inspect the tribrach and tribrach leveling screws for damage Clean as required g Inspect the tripod bayonet screw and other screws and nuts for damage Clean and tighten as required h Inspect the transport case 1 Open and remove the instrument 2 Turn the case over and shake out any loose dust and dirt 3 Check the exterior for damage cracks broken hinges broken latches and so forth 4 Clean the case as required i Store the equipment in its transport case 6 Inspect
165. es Enter all factors to eight decimal places Take tabular values VII VIII IX X D6 and E5 from the appropriate spheroid tables and record them to the same decimal places as given in the tables Compute the final grid position to three decimal places All entries and computations must be accurate neat and legible Performance Steps 1 Fill in the headings on DA Form 1933 Figures 052 260 2466 1 and 052 260 2466 2 139 STP 5 82D12 SM TG Performance Steps GEOGRAPHIC COORDINATES FROM U T M GRID COORDINATES For use of this form see FM 3 34 331 the proponent agency is TRADOC LOCATION ORGANIZATION la la ELLIPSOID CENTRAL MERIDIAN STATION CM ELLIPSOID Ib 1 1 1c 2 8 9 Si ae IN 7 VIT VIII mem N in NORTHERN HEMISPHERE 10 000 000 000 N in SOUTHERN HEMISPHERE E FEorFE E _ 4 0000001 E So 42 q4 q8 9 7 9 Ag IX q 95 2 AX 13 gt gt aio EE Ix gt 3 COMPUTED BY DATE YYYYMMDD CHECKED BY DATE YYYYMMDD 14 14 DA FORM 1933 JUL 2001 EDITION OF FEB 1957 IS OBSOLETE USAPA V1 00 Figure 052 260 2466 1 Sample of DA Form 1933 With Block Numbers 3 140 STP 5 82D12 SM TG Performance Steps GEOGRAPHIC COORDINATES FROM U T M GRID COORDINATES For use of this form see FM 3 34 331 the proponent agency is TRADOC
166. et the adjustment controls a Set the WEIGHTING STRATEGY GPS STATION WEIGHTING set realistic errors for the height of instrument HI and plumbing b Set the UNIVARIANT AND BIVARIANT SIGMA SCALARS to 1 96 and 2 447 Also set DELUTION OF PRECISION to display a covariance at 2 sigma c Fix one known point latitude and longitude set the X and Y in the fix column 7 Adjust the network by selecting the ADJUST NETWORK option 8 Display and check the adjustment results as follows NOTE Ensure that the steps are within these guidelines in order to have a good network a Network reference factor is near 1 correctly estimate the standard error of unit weight If this value is greater than 1 the error is underestimated If the error is less than 1 the error is overestimated b The chi square test passes c Each reference factor is around 1 1 not all Os 199 STP 5 82D12 SM TG Performance Steps d Various component groups reference factor is near 1 e Largest standard residual equals sigma at 2 sigma or 1 2 sigma at 1 sigma f Residual is realistic for the method used g Histogram has a normal distribution NOTE Ensure that 1 sigma equals 68 percent and 2 sigma equals 95 percent 9 Edit the network adjustment results a Look for outliers either in the reference factors or in the histograms NOTE If outliers exist they will be at the top of the largest standard residuals b Disable an observation if you
167. etch provided with the surveyor s field notes 10 Compute the sea level coefficient SLC Record it to six decimal places in block 10 a Use the following formula to compute the SLC SLC 1 where h the mean elevation R the mean radius of the earth If his in feet use R as 20 906 000 feet If h is in meters use R as 6 372 000 meters b Reduce the corrected field distances to sea level Along any traverse whose variations in elevation do not exceed 300 meters sufficient accuracy may be obtained by computing a SLC for the entire traverse 11 Compute the middle northing MID N and the middle easting MID E a Add the northing of the beginning traverse station to the northing of the ending traverse station and divide by two to compute the MID N Record this value to the nearest 1 000 meters in block 11a b Add the easting of the beginning traverse station to the easting of the ending traverse station and divide by two to compute the MID E Record this value to the nearest 1 000 meters in block 11b 12 Compute the scale factor K NOTE A scale factor is required to convert a measured distance to a grid distance A mean scale factor may be computed for the entire traverse or for a section in the traverse Traverses over 8 000 meters require a scale factor to be computed for each section Compute the northing and easting of the midpoint for the desired traverse or section to the nearest 1 000 meters a Compute the
168. ext ST 031 Standards Perform a traverse with an AISI Set up the instrument according to task 052 260 1134 and use AISI Program 27 to collect traverse data Perform observations according to the guidelines and procedures set forth in Technical Manual TM 5 6675 332 10 or the AISI operator s manual Observations must meet the specifications contained in the unit s standing operating procedure SOP or the recommended procedures in DMS ST 031 Performance Steps 1 Set up the AISI over the initial traverse point NOTE Refer to TM 5 6675 332 10 or the AISI operator s manual a Set up the instrument b Perform an instrument calibration or a quick check Enter the precomputed scale factor to be used to reduce the distances to the universal transverse Mercator UTM grid 1 Press F43 2 Enter the scale factor 2 Execute Program 27 Press the program PRG button and enter 27 to start the traverse program Select new for a new traverse Enter the number or name of the job file in which to store the traverse data new only Select the memory unit 1 2 or 3 in which to store the traverse data new only Enter the occupied station number STN Enter the occupied station point code P CODE or name and press the enter ENT button To leave the blank empty press the ENT button again g Enter the name of the area file in which the known station coordinates are stored or press the ENT button to enter the data
169. for collecting data by means of a topographic survey with an AISI Defense Mapping School DMS Special Text ST 031 and the AISI operator s manual or Technical Manual TM 5 6675 332 10 Standards Perform an intersection with an AISI Collect intersection data for three survey targets prism poles Perform observations according to the guidelines and procedures set forth in the AISI operator s manual or TM 5 6675 332 10 Observations must meet the specifications contained in the unit s standing operating procedure SOP or the recommended procedures in the DMS ST 031 Performance Steps 1 Set up the instrument for an intersection a Set up and level the AISI over the point b Place the AISI in the D BAR mode and enter 1 for standard STD resolution Place the AISI in the direct Face position d Enter F21 horizontal angle reference HA REF to set the azimuth Enter 0 0000 degrees NOTE Do not press the enter ENT button after entering 0 0000 e Aim at the BS using both the horizontal and vertical crosshairs f Press the angle measure A M button carefully as not to disturb the pointing 2 Execute Program 11 and enter the administrative data a Press the program PRG button enter 11 12 and press the ENT button The AISI displays the program name and prompts for job number JOB NO _ b Enter the job number The display will appear as follows UDS P11 21 51 1 XMEN OFF 2 IMEM ON 3 SERIAL OFF c Select the m
170. for side 2 1 and enter it in block 2k Compute the difference in northing dN by multiplying the cosine of the azimuth for side 2 1 by the grid distance for side 2 1 and enter it in block 2l Compute N1 by adding the dN to N2 and enter it in block 2m Compute the grid azimuth for side 3 1 by subtracting angle 3 from the azimuth for side 3 2 If angle 3 is larger than the azimuth for side 3 1 add 360 to it before subtracting and enter this amount in block 2n Add angle 1 to the azimuth for side 2 1 for a math check This should equal the azimuth for side 3 1 It is not necessary to record this value Determine the sine of the azimuth for side 3 1 and enter it in block 2p Compute the dE by multiplying the sine of the azimuth for side 3 1 by the grid distance for side 3 1 and enter it in block 2q Determine E1 by adding the dE to E3 and enter it in block 2r Determine the cosine of the azimuth for side 3 1 and enter it in block 2s Compute the dN by multiplying the cosine of the azimuth for side 3 1 by the grid distance for side 3 1 and enter it in block 2t Determine N1 by adding the dN to N3 and enter it in block 2u Compare the two sets of N1 and E1 the coordinates should agree to within 0 001 If they do not an error was made in the computation Sign and date the form in blocks 2w 3 Complete the computation of elevations from the nonreciprocal observations on DA Form 1947 Figures 052 260 1335 6 and
171. form to the unit s standing operating procedure SOP references and project specifications Correct errors or omissions when found Performance Steps 1 Check the field notes and the abstract entries to ensure that are complete neat and legible in addition check the following items if applicable a An index of the control points b A description of the line or network A sketch of the work completed d A record of the survey party personnel e The instrument data 2 Spot check the field notes and the abstract entries to ensure that they conform to the unit s SOP references and project specifications Note any errors or omissions If applicable ensure that a All administrative items are entered on each page to include the following 1 The azimuth of line mean latitude and calibration date 2 The observer s and recorder s names 3 The project name and the organization The height of instruments Hls height of targets HTs eccentricity and instrument target numbers are complete and accurate Any circle settings are correct The sums means and differences are accurately computed The concluded angle is computed and entered for each position turned The mean angle is computed and entered The closure specifications are met All entries are accurate Any uncorrected distances are accurately resolved and entered All measurements meet project requirements Any errors or omissions are noted A
172. h This is the computed ending azimuth Record it in block 3 in degrees minutes and seconds DDD MMSS Record the seconds to one decimal place round the answer 4 Compute the angular error of closure AEC by subtracting the fixed known ending azimuth from the computed ending azimuth Compute the AEC to one decimal place with the sign and record it in block 4 NOTE The error is always equal to the computed values minus the fixed values 5 Compute the allowable AEC allowable error AE using the formula from DMS ST 031 and record it to one decimal place in block 5 NOTE The AE is always truncated Do not round up the AE because rounding will allow more error 6 Compute the correction per station by dividing the AEC by the number of observed angles then change the sign of the answer Record it to two decimal places with the sign in block 6 and truncate the answer NOTE Since the angular error is accidental it cannot be said that any one angle contains more of the error than another The error must be distributed evenly among the station angles 7 Compute the correction per observed angle and properly assign the corrections to the observed angles Record it to one decimal place with the sign in block 7 After computing the correction per station if the division does not result evenly to 0 1 produce a group of corrections that are within 0 1 of each other NOTE The sum of corrections must equal the AEC with the opposite sign
173. hat is the limiting position of a secant of a curve through a fixed point and a variable point on the curve as the variable point approaches the fixed point Glossary 12 STP 5 82D12 SM TG Target Any object or point toward which something is directed also an object which reflects a sufficient amount of a radiated signal to produce an echo signal on detection equipment Target station The survey point being observed on which a target has been erected task title the title defines the action to be performed T O Height of target observed minus height of observer s instrument May be either a plus or minus value Traverse To turn a weapon to the right or left on its mount a method of surveying in which lengths and directions of lines between points on the earth are obtained by or from field measurements and used in determining positions of the points Universal transverse Mercator UTM A series of 120 coordinate systems that are based on the transverse Mercator projection which was originally developed by the US Army for a worldwide mapping project Sixty zones are used to map the northern hemisphere and the remaining zones apply to the southern hemisphere Each zone is 6 wide and is numbered Zone 1 covers longitudes of 180 W through 174 W The remaining zones numbered sequentially as they move east All zones have their origin at the equator use the meter as the system unit and have a false easting of 500 000 meters a
174. he traverse all geodetic distances geographic coordinates of the starting and closing stations instructions on how to compute a geodetic traverse Defense Mapping School DMS Special Text ST 031 DA Forms 1923 and 1962 and a scientific calculator Standards Demonstrate the ability to correctly compute and adjust the geodetic positions of the unknown traverse stations to the nearest 0 001 of arc Enter all computations on DA Forms 1923 and 1962 All entries must be accurate neat and legible Performance Steps 1 Perform the preliminary and final position computations on DA Form 1923 using the information given on DA Form 1962 Figures 052 260 2490 1 052 260 2490 2 and 052 260 2490 3 3 174 STP 5 82D12 SM TG Performance Steps OO IA Vdvsn 1S 933 26 WHOS pautjaapun addi Aanay ut jou 2u1 32019 281 Aavay ay sura 1 008 IPUN 104 31ON GOWWAAAA A8 GGWWAAAA 2 7 3 502 h eae 502 15 v e3ICILLI P uis uis 10 202 00001 X v 02 S DUIS S X 109 X 900v s jueuodoid ay Lee ve c Wa ees uuoj 10 jo asn 204 uryoew 104 NOILYINONVIML 343030 A8 2 000 L 2A gt GYV 4 xo1dde
175. hloric horizon closure Same as height of instrument except a target is mounted on the tripod hour minutes and seconds height of instrument high horizontal hour s height of target current Table value 1 that is Table value 2 Table value 3 internal memory inch es Infantry See Task INST Instr INT ITEP ITP JAN KM KMS LAT LEC LEV MEAS MICRO MID E MID N MIN MM MNU MOS MOSC MSG MSGR MTP STP 5 82D12 SM TG instrument Instruction instructor internal initial Individual Training Evaluation Program Individual Training Plan Table value 4 Table value 9 January kilometer kilometers left length lock latitude linear error of closure level measure micrometer middle easting middle northing minimum millimeter menu Missouri monthly military occupational specialty military occupational specialty code message master sergeant high accuracy GPS receiver system mission training plan MOS training plan nose lift relative to baseline north neutral northings number Glossary 5 STP 5 82D12 SM TG NCO NCOES NCOIC NIMA NO NR OCT OPNS OPORD P2 p3 P4 P5 PAM PC P CODE PFC PGS PLDC PNO PO PPM PRG PVT PWR Q2 Glossary 6 northing prime noncommissioned officer Noncommissioned Officer Education System noncommissioned officer in charge National Imagery and Mapping Agency number number October operations opera
176. hrough the optical plummet c Use an adjusting pin to horizontally and vertically center the point if the station point is not centered in the circular marks with the crosshair mark d Make sure that the adjustment mechanism is tightened when the station point is centered Adjust the tension on the three leveling foot screws if needed Test the instrument s lighting system Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark a well defined point about 100 meters from the instrument at about instrument height Have on hand a theodolite with all accessories and appropriate cleaning materials Brief Soldier Give the soldier a safety briefing before starting the test Identify the equipment cleaning materials and the point to be used for checking the horizontal collimation and the vertical crosshair Explain that scoring will be GO or NO GO based on the proper cleaning of the instrument and the checking of the horizontal collimation and the vertical crosshair Tell the soldier to perform operator maintenance on a theodolite Performance Measures 1 N O A C PD E po Wiped off the instrument with a clean dry lint free cloth Cleaned the lenses with lens cleaning tiss
177. ield environment given a sketch of the triangle on Department of the Army DA Form 1962 the horizontal angles HAs and zenith distances ZDs measured from two known stations the coordinates of the known stations computation forms the grid azimuth and grid distance S between the two known points instructions on two point intersection computations a scientific calculator a desktop personal computer PC with the National Imagery and Mapping Agency NIMA Tables Program and blank DA Forms 1920 1938 and 1947 Standards Compute the unknown angle the length of the unknown sides the northings N and eastings E of the unknown point and the elevation of the unknown point Compute the triangles to one decimal place in seconds the sine to eight decimal places and the distances to three decimal places Compute the positions to two decimal places that agree to within 2 in the last decimal place All entries and computations must be accurate neat and legible Performance Steps 1 Use the sketch of the triangle on DA Form 1962 Figure 052 260 1335 1 to label the first unknown point as 1 and the points clockwise as unknown points 2 and 3 Complete the triangle computation on DA Form 1920 Figures 052 260 1335 2 and 052 260 1335 3 Performance Steps PROJECT 412 101 G 100 SPE 1 Problem 1 LOCATION Fort Belvoir VA STATION Grid zone 18S TABULATION OF GEODETIC DATA For use of this form see FM 3 34 331 the proponent
178. if necessary Locally reproduce the partially completed DA Form 1564 R if more than one soldier will be evaluated on the specific task or the same soldier will be evaluated more than once Enter the date the evaluator s name and the soldier s name and unit before starting the evaluation Enter a check in column c PASS or column d FAIL for each performance step evaluated as appropriate Check the status block GO or NO GO STP 5 82D12 SM TG HANDS ON EVALUATION DATE For use of this form see AR 350 57 the proponent agency is ODCSOPS TASK TITLE TASK NUMBER ITEM PERFORMANCE STEP TITLE SCORE Check One B EA L EVALUATOR S NAME UNIT SOLDIER S NAME DA FORM 5164 R SEP 85 EDITION OF DEC 82 IS OBSOLETE USAPPC V2 00 gt N STP 5 82D12 SM TG APPENDIX B DEPARTMENT OF THE ARMY DA FORM 5165 R FIELD EXPEDIENT SQUAD BOOK B 1 This appendix provides a copy of an overprinted DA Form 5165 R for the tasks in this STP B 2 Trainers should use the following instructions when completing the DA Form 5165 R that is included in this appendix Blank reproducible forms may be obtained in AR 350 41 All forms may be reproduced locally on 8 1 2 by 11 inch paper Make all entries in pencil Enter the task number and a short title in the appropriate column or use the preprinted form provided Record the date in
179. ing To be published within the next six months References 3 STP 5 82D12 SM TG FM 6 2 Tactics Techniques and Procedures for Field Artillery Survey 23 September 1993 Other Product Types DGPS OPERATOR S MANUAL Differential Global Positioning System DGPS Operator s Manual DMS FORM 5820 R Collimation Check 1 January 1997 EM 1110 1 1002 Survey Markers and Monumentations 14 September 1990 NIMA FORM 8240 24 Theodolite Recording Sheet 1 August 1997 NIMA FORM 8900 2 Field Sheet EDME 1 June 1997 STP 21 1 5 Soldier s Manual of Common Tasks Skill Level 1 1 October 1990 Special Texts DMS ST 005 Geometric Geodetic Accuracy Standards and Specifications for using GPS Relative Positioning Techniques 1 July 1997 DMS ST 031 Standards and Specifications for Geodetic Control Networks 1 July 1997 DMS ST 032 Standards of Accuracy and Specifications of Geodetic Surveys 1 October 1997 DMS ST 096 Real Time Kinematic with TrimMap Software Training Manual 1 January 1997 DMS ST 097 GPSurvey Software 2 2 Training Manual 1 January 1997 DMS ST 648 Automated Integrated Survey Instrument AISI Operations 1 March 1998 References 4 STP 5 82D12 SM TG 27 AUGUST 2001 By Order of the Secretary of the Army ERIC K SHINSEKI General United States Army Chief of Staff Official Jt BML JOEL B HUDSON Administrative Assistant to the Secretary of the Army 0127604 DISTRIBUTION Active Army Army National Guard and
180. ion 13 14 15 16 17 Compute and record the mean station angle in block 13 and check for rejection of the observed angle The rejection limit is 5 0 seconds from the mean Have the instrument operator reobserve the rejected positions if necessary Repeat steps 2 through 12 to obtain the explement angle and record this value in block 14 To obtain the explement angle the observer will sight on the forward station and turn to the rear station Compute and record the mean explement angle in block 15 and check for rejection of the observed angle The rejection limit is 5 0 seconds from the mean Have the instrument operator reobserve the rejected positions if necessary Compute and record the circle closure for the combined station and explement angles in block 16 and check for rejection of the observed angle The rejection limit is 5 0 seconds from 360 Have the instrument operator reobserve the rejected positions if necessary Give NIMA Form 8240 24 to the instrument operator to check Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark three stations The distance between the occupied station and the target stations should be greater than 100 meters The station angle should be greater
181. ions from the nonreciprocal observations on DA Form 1947 Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1920 DA FORM 1938 DA FORM 1947 DA FORM 1962 STP 5 82D12 SM TG Subject Area 2 Automated Integrated Survey Instrument Perform Operator Maintenance on Survey Equipment 052 260 1131 Conditions As a topographic surveyor in a secure field environment given topographic survey equipment with all accessories and applicable technical manuals TMs and appropriate cleaning materials Standards Perform operator maintenance on the survey equipment according to the applicable TM Performance Steps 1 Inventory all equipment components and accessories Wipe the dirt and dust from all components with a dry cloth Clean all glass surfaces with lens cleaning tissue Inspect the exterior of the equipment for damage cracks and wear Ensure that the motion locks and controls rotate freely and function properly Inspect the tribrach and the tribrach s leveling screws for damage and clean them as required o A CO Inspect the tripod bayonet screw and other screws and nuts for damage and clean and tighten them as required 8 Inspect the transport case a Open and remove the instrument b Turn the case over and shake out a
182. ipsoid Select INDIVIDUAL POINT Enter the latitude Select the option CONVERGENCE FROM GEOGRAPHIC COORDINATES and record the and C5 values in blocks 5h i Exit the tables program JIQ 6 Compute the convergence by using the following formula and record it in block 6 XIII p3 C5 where Tabular value 12 XIII Tabular value 13 C5 Tabular value C5 0001 times the difference in longitude or p the difference in longitude divided by 10 000 p3 p cubed a Divide the result of C which is in seconds by 3 600 and convert the value to degrees minutes and seconds b Record the convergence to three decimal places in block 6b 156 STP 5 82D12 SM TG Performance Steps 7 Sign and date the form in blocks 7 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Ensure that grid coordinates are converted to geodetic coordinates according to task 051 260 2466 if necessary Brief Soldier Give the soldier a safety briefing before starting the test Show him where to record the tabular values and the convergence on the modified DA Form 1932 Tell him to compute the convergence Performance Measures GO NOGO 1 Filled in the headings on DA
183. ite where the AISI data was collected Tell him to postprocess the AISI data Performance Measures GO NOGO 1 Opened a project directory Downloaded data from the AISI Opened a job file for editing Entered the project control points Processed the raw data from the AISI Managed the processed data O oO I Displayed the processed data Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly 3 167 STP 5 82D12 SM TG References Required Related DMS ST 648 3 168 STP 5 82D12 SM TG Subject Area 3 Traverse Check Horizontal Field Data 052 260 2487 Conditions As a topographic surveyor given a completed Department of the Army DA Form 1916 the project directive Defense Mapping School DMS Special Text ST 031 and a scientific calculator Standards Check DA Form 1916 to ensure that all entries recorded during a traverse are complete neat legible and correct All entries must conform to third order specifications and the unit s standing operating procedure SOP Correct any errors or omissions that are found Performance Steps 1 Check DA Form 1916 to ensure that all entries are complete neat legible and correct in addition check the following items a An i
184. ith a driver and blank DA Form 1958 or 1959 Standards Recover the designated station Use the information that is provided on DA Form 1958 DA Form 1959 or the trig list to recover sketch and describe the designated station s Follow all safety precautions Performance Steps 1 Collect the information on the stations to be recovered a Locate the area where the survey control stations are on the map b Develop a course of action to navigate safely to the survey control station c Brief the driver if necessary on the route to be used to navigate to the station s 2 Locate the survey control station and navigate safely to it 3 Describe and make a sketch of the survey control station on DA Form 1959 or DA Form 1958 if used Figures 052 260 1323 1 and 052 260 1323 2 STP 5 82D12 SM TG Performance Steps TYPE OF MARK STATION 2 STAMPING ON MARK AGENCY CAST IN MARKSI 5 3a 7 INORTHINGI EASTING FT EASTING INORTHING GRID AND ZONE ESTABLISHED BY AGENCY 3a 7 M 3a 7 M fs ee M TO OBTAIN GR D AZIMUTH ADD TO THE GEODETIC AZIMUTH TO OBTAIN GRD AZ ADD SUB TO THE GEODETIC AZIMUTH prod BACK AZIMUTH or e e tg GNET METERS METERS FEET WHALES DA FORM 1959 OCT 64 REPLACES DA FORMS 1959 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION 1960 1 FEB 57 WHICH For use of this form see 3 34 331 the proponent USAPA
185. ks 3 8 STP 5 82D12 SM TG Explain that final position elevation and azimuth data are not required because they will be added after the survey is computed and adjusted Tell him to sketch and describe the location of a survey control station Performance Measures 1 o LD Entered administrative data on DA Form 1959 or DA Form 1958 if it was used Described the general location of the station Described the site location of the station Described the station Completed the back of the form Described any reference marks if they were used Made a sketch of the station in the area provided on the form GO NO GO Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required DA FORM 1958 DA FORM 1959 Related STP 5 82D12 SM TG Recover Survey Control Stations 052 260 1323 Conditions As a topographic surveyor in a field environment given universal transverse Mercator UTM coordinates the survey station s description on Department of the Army DA Form 1958 or 1959 for the desired control point s and or the trig list containing the desired control point s a hand held global positioning system GPS receiver a 1 50 000 map of the area where the control point s are located a plotting scale a compass a 30 meter tape measure a vehicle w
186. l line measurements are complete neat legible and correct The field notes must conform to the third order specifications and the unit s standing operating procedure SOP Correct any errors or omissions that are found Performance Steps 1 Check DA Form 5820 to ensure that all entries are complete neat legible and correct in addition check the following items Note any errors or omissions a An index of the control points b A description of the level line or network A continuous sketch of the fieldwork d A list of level party personnel e The instrument data 2 Check DA Form 5820 to ensure the accuracy of level line runs Note any errors or omissions Ensure that All administrative items are entered on each page The differences in rod intervals are three or less The length of the sights is less than the maximum allowed Individual backsights BSs and foresights FSs are balanced to within 10 meters Total BSs and FSs are balanced to within 10 meters Page checks are performed Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met There should be at least 2 kilometers of leveling field notes with at least three temporary benchmarks included DA Form 5820 should be us
187. lax to relax the rodman after the reading 5 Verify the correctness of the rod reading with the recorder a Ensure that the rod intercepts agree to within 0 003 meters b Ensure that the BS and FS sums of intervals are within 10 meters If the difference is larger than 10 meters reposition the FS rod position and reobserve c Ensure that the BS and FS sums of all previous sums of intervals balance within 10 meters 6 Move the level crew to the next setup If all reading and recording requirements have been met the FS rodman remains in place Signal the rear rodman and move the instrument forward for the next setup 7 Repeat steps 1 through 6 until the level line is complete Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark two survey points at least 300 meters apart The difference in elevation between the survey points must be known Brief Soldier Give the soldier a safety briefing before starting the test Tell him the survey line to be leveled the equipment to be used and which personnel will assist in the leveling operation Explain that scoring will be GO or NO GO based on the correct lengths of sight the correct leveling of the instrument the correct three wire and back of rod readings and
188. line of collimation line of sight of a telescope and the collimation axis of the instrument Convergence The degree or point at which lines of longitude merge toward the poles Coordinates Linear and or angular quantities which designate the position of a point in relation to a given reference frame there are two general divisions of coordinates used in surveying polar and rectangular these may be further subdivided into three classes plane coordinates spherical coordinates and space coordinates Corrected distance A measured distance that has been adjusted by computation to show its true length Cosine cos In a right triangle the ratio of the side adjacent to a given angle to the hypotenuse the sine of the complement of a given angle or arc Declination In a system of polar or spherical coordinates the angle at the origin between a line to a point and the equatorial plane measured in a plane perpendicular to the equatorial plane the arc between the equator and the point measured on a great circle which is perpendicular to the equator as it relates to astronomy the angular distance to a body on the celestial sphere that is measured north or south through 90 from the celestial equator along the hour circle of the body Comparable to latitude on the terrestrial sphere and often used as a shortened term for magnetic declination Delta easting The difference in distance from a known point to an unknown point using distance a
189. ll entries are neat and legible 1 DAO Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to check the field notes and abstracts for errors Performance Measures GO NOGO 1 Checked the field notes and the abstract entries to ensure that they were mE complete neat and legible STP 5 82D12 SM TG Performance Measures GO NOGO 2 Spot checked the field notes and the abstract entries to ensure that they conformed to the unit s SOP references and project specifications Noted any errors or omissions Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DMS ST 031 DMS ST 032 STP 5 82D12 SM TG Compute a Grid Traverse or Side Shot SS 052 260 1235 Conditions As a topographic surveyor in a secure field environment given a sketch of a traverse on Department of the Army DA Form 1962 starting and closing geodetic azimuths all mean and corrected station angles for the traverse all horizontal or geodetic distances univers
190. ll prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to convert the UTM grid coordinates to geodetic coordinates Performance Measures GO NOGO 1 Filled in the headings on DA Form 1933 Computed and recorded the absolute values for E and N Computed and recorded the value of q Computed and recorded the values for q2 q3 q4 95 and 96 Determined the preliminary latitude Determined the actual latitude prime Oo fF Generated tabular values VII VIII D6 IX X and E5 using the NIMA Tables Program Computed and recorded the delta latitude 9 Converted the delta latitude seconds into delta latitude degrees and recorded it 10 Computed and recorded the latitude 11 Computed and recorded the delta longitude seconds 12 Determined the delta longitude degrees converted it to DDD MMSS and recorded it 13 Computed and recorded the longitude 14 Signed and dated the form 3 145 STP 5 82D12 SM TG Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show hi
191. llows Display STD P27 14 53 HA 317 3502 89 5747 Select the D BAR mode with normal resolution f Aim the instrument at the FS in the reverse mode and press the A M button Perform this step four times g Aim the instrument at the FS in the direct mode and press the A M button Perform this step four times NOTE For later reference this is a Two face point h Check the difference in the horizontal aim dH and the difference in the vertical aim dV The display will appear as follows Display D BAR P27_14 53 HA 317 3502 dV 05 NOTE These values are seconds from the mean They should be below 05 for horizontal and below 10 for vertical If the values are too high repeat the reverse and direct pointings If the values are still too high perform the collimation test i Press the A M button again to measure the distance The display will appear as follows Display D BAR P27 14 55 226 2035 VA 86 5716 SD 105 319 NOTE Count 10 cycles before pushing the REG button j Press the REG button The display will appear as follows Display D BAR P27 15 01 MORE NOTE This completes one set of measurements BS and FS pair k Press the YES button to measure additional BS and FS pairs The display will appear as follows Display D BAR P27 15 03 1 FORESIGHT 2 BACKSIGHT 3 OTHER Enter 2 to measure the BS m Enter
192. m how to do it correctly References Required Related DA FORM 1933 TM 8358 1 3 146 STP 5 82D12 SM TG Convert Geodetic Coordinates to Universal Transverse Mercator UTM Grid Coordinates 052 260 2470 Conditions As a topographic surveyor in a secure field environment given the geodetic coordinates of a point a scientific calculator a desktop personal computer PC with the National Imagery Mapping Agency NIMA Tables Program instructions on how to convert coordinates Technical Manual TM 8358 1 and Department of the Army DA Form 1932 Standards Convert geodetic coordinates to UTM grid coordinates Enter all factors to eight decimal places Take tabular values Il Ill IV V A6 and B5 from the appropriate spheroid tables and record them to the same decimal places as given in the tables Compute the final grid position to three decimal places All entries and computations must be accurate neat and legible Performance Steps 1 in the headings on DA Form 1932 Figures 052 260 2470 1 and 052 260 2470 2 3 147 STP 5 82D12 SM TG Performance Steps U T M GRID COORDINATES FROM GEOGRAPHIC COORDINATES For use of this form see FM 3 34 331 the prponent agency is TRADOC ORGANIZATION UNIT FE Meter 500 000 m PROJECT 1a LOCATION m 1a u CENTRAL MERIDIAN 1c 2 SPHEROID Station Station e UB L gt gt 3
193. mark step 4g Enter this amount to four decimal places with the sign in block 5b c Compute and truncate the AE to four decimal places Enter this amount in block 5c For third order specification use the following formula AE 0 012 meters times the square root of the distance in Km where Km the length of line in kilometers d Compare the AE step 5c to the closure step 5b NOTE If the numerical value of the closure is equal to or smaller than the AE then the level line meets third order specifications If it does not there is no need to continue with the computations on DA Form 1942 3 121 STP 5 82D12 SM TG Performance Steps 6 Compute the adjustment correction per kilometer to the nearest 0 000001 meter by dividing the closure step 5b by the total length of line step 3c and changing the sign Enter this amount to six 9 decimal places with the sign round the answer in block 6 Compute the correction to each observed elevation to the nearest 0 0001 meter by multiplying the length of line step 3b of each section by the correction per kilometer step 6 Enter this amount to four decimal places with the sign round the answer in blocks 7 Compute the adjusted elevation of each benchmark to the nearest 0 001 meter by algebraically adding the correction step 7 to the observed elevation steps 4f and 4g of each station Enter this amount to three decimal places round the answer in block 8
194. mean of the zone boundaries 3 Grid zone where the point is located block 1c 3 Find the longitude across the top or bottom of the map and the latitude along the right or left side of the map The point where the longitude and latitude intersect is the grid zone consisting of a number and a letter 2 Compute and record the difference in longitude a Compute the difference in longitude by using the following formula Difference in longitude longitude CM b Record the absolute value in degrees minutes and seconds DDD MMSS in block 2b The absolute value is always positive c Convert the difference in longitude to seconds by changing the value to decimal degrees then multiplying that value by 3 600 Record the value to three decimal places in block 2c 3 Compute the p value by using the following formula and record it to eight decimal places in block 3 0001 times the difference in longitude in seconds or p the difference in longitude in seconds divided by 10 000 4 Compute the values of p squared p2 and p cubed p3 and record them in blocks 4 to eight decimal places 5 Generate tabular values XII XIII and C5 using the NIMA Tables Program for the appropriate ellipsoid The given latitude is the argument used Record the values to the number of decimal places generated by the program Enter the tables program Enter any letter Select LONG PROMPTS Input the station name Select the ell
195. meet the rejection limits 9 Complete the data on the target shown on DA Form 1943 a Enter the date and the name of the station to which you are showing a target on DA Form 1943 in blocks 9a b Draw a sketch of the target shown on DA Form 1943 in block 9b and indicate the points and heights that were measured c Date name and label the sketch of a target on DA Form 1943 in blocks 9c if more than one target is shown to a station or if a target is shown to another station 10 Sign and date DA Form 1943 in blocks 10 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to abstract VAs ZDs Performance Measures GO NOGO 1 Filled out the headings on DA Form 1943 2 Abstracted the times for reciprocal angles only and the date from DA Form 5817 3 Abstracted the height of the object above the station only for reciprocal angles occupiable targets from DA Form 5817 STP 5 82D12 SM TG Performance Measures GO NOGO 4 Abstracted the HI t above the station from DA Form 5817 Entered the height to the nearest millimeter on DA Form 1943 Computed and entered the t o on DA Form 1943
196. ment Training Frequency Codes Sustainment Training SL Column This column lists the SLs of the MOS for which soldiers must receive sustainment training to ensure they maintain proficiency to SM standards STP 5 82D12 SM TG 2 2 Subject Area Codes Skill Level 1 1 General 2 Automated Integrated Survey Instrument 3 Traverse 4 Level 5 Differential Global Positioning System Skill Level 2 1 General 2 Automated Integrated Survey Instrument 3 Traverse 4 Level 5 Differential Global Positioning System STP 5 82D12 SM TG 2 3 Duty Position Training Requirements 2 4 Critical Tasks List Subject Area Task Number MOS TRAINING PLAN 82D12 CRITICAL TASKS Title STP 5 82D12 SM TG Trainin Sust Tng 9 Freq Locatio n Sust Tng SL Skill Level 1 1 General 2 Automated Integrated Survey Instrument 3 Traverse 052 260 1116 052 260 1213 052 260 1323 052 260 1333 052 260 1335 052 260 1131 052 260 1134 052 260 1336 052 260 1337 052 260 1338 052 260 1122 052 260 1225 052 260 1226 052 260 1227 052 260 1234 052 260 1235 052 260 1236 Emplace a Permanent Survey Control Point Sketch and Describe the Location of a Survey Control Station Recover Survey Control Stations Perform a Topographic Survey by the Stadia Transit Method Compute an Intersection Perform Operator Maintenance on Survey Equipment Operate the Automated Integrated Surveying Instrument
197. ment is one that is manufactured by the survey party in a base camp rear area and transported to the station site Construct monuments according to standing operating procedures SOPs and the project directive Once the monuments are formed and cured they are emplaced in the same manner as commercially manufactured nonmetallic ones 2 Do not use brass or bronze survey disks or markers stamped CORPS OF ENGINEERS U S ARMY outside the United States US unless they have been approved by the host nation b Construct on site concrete monuments 1 Dig a hole 1 to 1 5 meters deep to extend below the frost line The width of the hole will be about 30 centimeters wide A hole any wider requires more concrete Go to step 3b 6 if a subsurface marker is not required 2 Dig an additional 10 centimeters and fill the extension with concrete for subsurface markers see Note 3 3 Insert a prestamped survey marker or disk see Note 2 4 Set up a plumb bench and plumb over the marker 5 Cover the subsurface point with a thin board for protection and backfill the hole with 5 to 7 centimeters of soil 6 Enlarge the hole at the bottom about 5 centimeters in radius tapering upward for about 30 centimeters 7 Construct the top form 8 Pour and tamp the concrete into the hole until it is 15 centimeters from the top see Note 3 9 Put the form on top of the hole Fill and tamp the form with concrete 10 Level off the concrete with th
198. n The rear station is the azimuth control station and the forward station is the second traverse station On the next computation the first forward station becomes the occupied station and the other stations change accordingly d Record the latitude and longitude of the occupied station and the geodetic distance from the occupied station to the forward station in blocks 1d to three decimal places with the sign e Record the geodetic azimuth from the occupied station to the rear station in block 1e to one decimal place f Record the angle at the occupied station in block 1f to one decimal place Cross out the preprinted plus or minus sign NOTE On the preliminary computations use the observed field angles On the final computation use the adjusted field angles from the azimuth closure and adjustment computations g Compute the forward azimuth Add the angle at the occupied station to the azimuth for the rear station If the sum exceeds 360 subtract 360 and record it in block 1g to one decimal place h Record the sine and cosine of the forward azimuth in blocks 1h to seven decimal places with the sign Compute X difference applied to longitude using the following formula and record it in block 11 to three decimal places with the sign X geodetic distance x sine of the forward azimuth j Compute Y difference applied to latitude using the following formula and record it in block 1j to three decimal places with the sign Y geodeti
199. n in relation to major landmarks cities and cultural or man made features Use the following phrase The station is located 3 Describe the site location of the station block 3 Give the location of the station by using a magnetic compass and tape measure The description will be referenced to the station s reference marks to prominent durable features such as a road intersection or a building for example 30 meters at an azimuth of 45 from the intersection of Main Street and Elm Road Use the following phrase The station is located 4 Describe the station block 4 Give a description of the station in terms of material used the configuration and stamping on the mark the height of the mark in reference to ground level and whether or not the mark has a subsurface monument Use the following phrase The station is marked by a 5 Describe any reference marks and include the following block 5 NOTE This is not necessary if a reference mark is not present A reference mark description b A magnetic azimuth from the main station to the reference mark The distance from the main station to the reference mark Measure to the nearest 1 centimeter d An azimuth and approximate distance to any prominent points that may assist in locating the station 6 Make a sketch of the station in the area provided on the form and include the following block 6 a The orientation of the station in reference to north b
200. nd a false northing of zero A scale reduction factor of 0 9996 is used on all zones Zones for the southern hemisphere are identical to their northern counterpart except that the false northing is set to 10 000 000 to eliminate negative Y coordinates Vertical control The survey control points for which the elevation of the point has been determined by leveling Zenith distance The vertical angle between the zenith and the object which is observed or defined Glossary 13 STP 5 82D12 SM TG REFERENCES Department of Army Pamphlets DA PAM 350 59 DA PAM 738 750 DA PAM 738 751 Field Manuals FM 3 34 230 Other Product Types SP 241 Special Texts DMS ST 045 Technical Manuals TM 5 6675 329 13 amp P Department of Army Forms DA FORM 1916 DA FORM 1920 DA FORM 1923 DA FORM 1932 DA FORM 1933 DA FORM 1934 DA FORM 1938 DA FORM 1940 DA FORM 1942 DA FORM 1943 DA FORM 1947 DA FORM 1958 DA FORM 1959 DA FORM 1962 DA FORM 2404 DA FORM 5817 DA FORM 5818 DA FORM 5819 DA FORM 5820 Army Correspondence Course Program Catalog 1 October 2000 Functional Users Manual for The Army Maintenance Management System TAMMS 1 August 1994 Functional Users Manual for the Army Maintenance Management System Aviation TAMMS A 15 March 1999 Topographic Operations 3 August 2000 Natural Tables for the Computation of Geodetic Positions Clarke Spheroid of 1866 UTM Grid Tables Clarke 1866 Vol and Il 1 April 2000 O
201. nd azimuth to determine it in an east west line Direct reading The reading of the horizontal or vertical circle of a theodolite or engineer transit with the telescope in the direct position In field notes a direct reading is indicated with a letter D preceding the observed value Distance angle An angle in a triangle opposite a side used as a base in the solution of the triangle or a side whose length is to be computed Distance horizontal The distance measured in a horizontal plane as distinguished from a distance measured on a slope Horizontal distance refers primarily to taped distances or to distances reduced to horizontal by computations Eccentric station A survey point which is offset from the station it represents due to a lack of visibility at the real station or due to other obstacles making it impractical to occupy An adjustment is always computed to correct for this offset Electronic distance measuring equipment EDME Glossary 10 STP 5 82D12 SM TG Any measuring device which employs electronics to measure distances such as microwave and infrared Elevation Vertical distance from a datum usually mean sea level to a point or object on the earth s surface Not to be confused with altitude which refers to points or objects above the earth s surface Error 1 The difference between an observed value and the true value of a quantity 2 A class of small inaccuracies due to imperfections in equipment or techni
202. nd describe the designated station without error showing its location on DA Form 1958 or 1959 The description must be clear and concise Performance Steps 1 Enter administrative data on DA Form 1959 or DA Form 1958 if needed Figures 052 260 1213 1 and 052 260 1213 2 STP 5 82D12 SM TG Performance Steps COUNTRY TYPE OF MARK STATION la 1b LOCALITY STAMPING ON MARK AGENCY CAST IN MARKS ELEVATION FT Id le 1f lg M LATITUDE g lg INORTHING EASTING EASTING NORTHING FT GRID AND ZONE ESTABLISHED BY AGENCY 1g M NORTHING EASTING EASTING NORTHING FT GRID ZONE DATE ORDER M M GRIO AZIMUTH ADD o TO THE GEODETIC AZIMUTH GRIO AZ ADD SUB o 5 TO THE GEODETIC AZIMUTH AZIMUTH OR DIRECTION IGEODETICHGRIO BACK AZIMUTH GECO DISTANCE DISTANCE AGNETIC METERS FEET METERS FEET DA FORM 1959 OCT 64 REPLACES DA FORMS 1959 DESCRIPTION OR RECOVERY OF HORIZONTAL CONTROL STATION AND 1960 1 FEB 57 WHICH For use of this form see FM3 34 331 the proponent uSAPA V1 00 ARE OBSOLETE agency is TRADOC Figure 052 260 1213 1 Sample of DA Form 1959 With Block Numbers STP 5 82D12 SM TG Performance Steps NOTES ON COMPLETION OF FORM 1 GENERAL This form may be used in the field or as an office form to record and publish positions descriptions and related data 2 FIELD USE OF FORM The information required should be obtained and r
203. nd nuts for damage and cleaned and tightened them if it was required 8 Inspected the transport case 9 Stored the equipment in its transport case 10 Notified the supervisor of any uncorrectable faults Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related TM 5 6675 332 10 STP 5 82D12 SM TG Operate the Automated Integrated Surveying Instrument AISI 052 260 1134 Conditions As a topographic surveyor in a field environment given a complete AISI set a survey station to set up over a tripod a plumb bob a 2 meter tape measure two visible survey stations with targets and the AISI operator s manual Standards Operate the AISI Measure the horizontal and vertical directions to both targets to the nearest second measure the distances to the nearest millimeter perform calibration checks and properly take down and secure the instrument The tripod must provide a stable setup and allow the operator to measure angles without straddling the legs The tripod head must be horizontal and the legs must be set in relation to the terrain The instrument must be plumb to 2 millimeters of the station mark Performance Steps 1 Set up and plumb the instrument over the designated point a Open the tripod and with the cover
204. ndependent computations Compare the final position and elevation to ensure that they are correct Performance Steps NOTE Figure 052 260 2491 1 is a sample of the three forms together for easier handling in the field 1 Ensure that administrative and field data are entered correctly on the following forms a DA Form 1920 Figure 052 260 2491 1 3 160 STP 5 82D12 SM TG Performance Steps PROJECT Example pd Ratio side sine 4844 15 TWO POINT INTERSECTION OBSTRUCTION COMPUTATION ow 156 34 32 0 a 336 34 32 0 Ea 2 07 00 9 609532 5 0 854390566 238 41 32 9 swoen 0 994552512 275 58 59 5 ze 0 519631370 a 5 1 1 Oman 0 104236753 469533 340 7190738450 3 E 470700 070 3605 509 AN 500 167 S 45838 4772 239 1 465927 831 7191238617 1 ANTI E 465927 831 __ t2to1 2t03 22 t3t01 t3t02 23 I 5716 2 275 59 64 51 0 4290 4798 378 00 25 50 2 h h s e tan 90 C x xin secs 0 5 m s Part III DA Form 1947 COMPUTED BY DATE CHECKED BY DATE SSG BAKER 20010818 Figure 052 260 2491 1 Completed Sample of DA Forms 1920 1938 and 1947 1 Station names 2 Observed angles b DA Form 1938 Figure 052 260 2491 1 1 Grid azimuths 3 16
205. ndex of the control points b A description of the network A sketch of the work completed d A list of the survey party personnel e The instrument data 2 Check DA Form 1916 to ensure the accuracy of angles turned and that All administrative items are entered on each page The observer and recorder blocks are complete and accurate The project name and organization blocks are complete and accurate The height of instrument HI height of target HT eccentricity and instrument target numbers are complete and accurate e Any circle settings are correct f The sums and means are accurately computed g The concluded angle is computed and entered for each position turned h The mean angle is computed and entered j k l m The closure specifications are met All entries are accurate All measurements meet project requirements Any errors and or omissions are noted All entries are neat and legible Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met The project directive should make reference to third order specifications Brief Soldier Give the soldier a safety briefing before starting the test Tell him to check the horizontal field data Performance Measures GO NOGO
206. ng System DGPS Data Adjust Differential Global Positioning System DGPS Networks STP 5 82D12 SM TG CHAPTER 3 MOS Skill Level Tasks Skill Level 1 Subject Area 1 General Emplace a Permanent Survey Control Point 052 260 1116 Conditions As a topographic surveyor in a field environment given all the required tools and supplies for the type of monument to be emplaced or marked Standards Emplace a permanent survey control point so that it cannot be destroyed or moved Make the monument out of concrete and establish an azimuth or a reference mark or a witness post as required by the survey project work order Performance Steps 1 Select the tools that are needed for the monument to be emplaced or marked NOTE The survey party chief will select the type of monument to be emplaced or marked While most peacetime project directives specify and fund for a specific monument there is no standard type of monument required in a combat zone However there are several types of locally fabricated or commercially procured monuments that are considered standard based on the location of the zone of operations Therefore a knowledge of these types of monuments and their proper construction installation is needed for this task 2 Position the survey control point so that it cannot be destroyed or moved 3 Emplace the survey monument NOTE Only one type of monument should be selected for demonstration However each soldier must kno
207. nistrative data and list the traverse stations in order from first to last in blocks 3a NOTE Before beginning this adjustment recompute the azimuth check as in the azimuth closure computation step 2c by using the last final computation back azimuth and adjusted field angles step 2i If the computed forward azimuth to the azimuth mark from the last traverse station does not exactly match the fixed azimuth then the computations are invalid because of a math error b List the geodetic distance of each leg next to the forward station of that leg in block 3b c Record the known latitude and longitude of the starting and ending traverse stations in blocks 3c d List the difference in latitude and the difference in longitude in seconds for each leg obtained from DA Form 1923 final position computations in blocks 3d NOTE All differences errors and corrections require an algebraic sign e Sum the distances and record this value in block 3e f Algebraically sum the difference in latitude and the difference in longitude and record these values in blocks 3f with the sign g Compute the fixed difference in latitude and longitude for the traverse using the following formulas Convert the difference for latitude and longitude to seconds and record these values in blocks 3g with the sign Fixed difference in latitude the latitude of the ending station the latitude of the starting station Fixed difference in longitude the longitu
208. nstruction Part Number 571146152 NSN 6675 01 371 4961 30 June 1994 TM 8358 1 Datums Ellipsoids Grids and Grid Reference Systems 20 September 1990 Related Publications Related publications are sources of additional information They are not required in order to understand this publication Department of Army Forms DA FORM 1934 Grid Azimuths t and T and t T Correction from UTM Grid Coordinates This item is included on EM 0001 1 February 1957 DA FORM 1959 Description or Recovery of Horizontal Control Station 1 July 2001 References 2 Other Product Types EM 1110 1 1002 Special Texts DMS ST 031 DMS ST 648 Technical Manuals TM 5 6675 332 10 Army Regulations AR 350 57 AR 614 200 Department of Army Forms DA FORM 1916 DA FORM 1920 DA FORM 1932 DA FORM 1933 DA FORM 1934 DA FORM 1938 DA FORM 1940 DA FORM 1942 DA FORM 1943 DA FORM 1947 DA FORM 1958 DA FORM 1962 DA FORM 2404 DA FORM 5164 R DA FORM 5165 R DA FORM 5817 DA FORM 5818 DA FORM 5819 DA FORM 5820 Field Manuals FM 25 100 FM 25 101 FM 25 4 FM 25 5 FM 3 34 311 STP 5 82D12 SM TG Survey Markers and Monumentations 14 September 1990 Standards and Specifications for Geodetic Control Networks 1 July 1997 Automated Integrated Survey Instrument AISI Operations 1 March 1998 Operator s Manual Automated Integrated Survey Instrument AISI Type Topographic Part Number 571146150 NSN 6675 01 372 0047 Type Il Constru
209. nsure that the plumb bob is still plumb over the survey mark If it is not repeat steps 2a through c 4 Remove the tripod cover and attach the AISI to the tripod 5 Move the AISI on the head of the tripod to bring the plumb bob directly over the survey mark The base of the AISI will not overhang the tripod head Firmly tighten the AISI to the tripod 6 Ensure that the internal battery is fully charged and attached to the AISI If it is not attached to the AISI attach it under the eyepiece 7 Level the tribrach s bull s eye bubble b Level the instrument using the dual axis compensator 1 Remove the lens cover and eyepiece cover 2 Place the face of the instrument parallel to the two foot screws 3 Press the PWR button on the lower left corner of the AISI The instrument will automatically go to the coarse level mode If a message to continue appears answer NO by pressing the NO button 4 Level both bubbles by using the left thumb rule to adjust the front two foot screws for the lower bubble and the rear foot screw for the upper bubble Rotate the instrument 180 5 Press the angle measure A M button on the rear of the instrument The instrument will beep About 5 seconds later the instrument will beep twice Rotate the instrument 180 again until the display reads Press A M 6 Press the A M button on the front of the instrument 7 Enter the values for temperature pressure offset and horizontal angle refer
210. nt is in the tracking TRK mode or the D BAR mode press the STD button 17 Sight in on the target as soon as the measuring beam acquires the prism The AISI displays the slope distance SD in addition to the HA and vertical angle VA To see the display of N E and elevation ELEV press the ENT button before pressing the REG button The N E and ELEV are not stored in the job file 18 Press the REG button to store data If measuring in the STD mode it will be necessary to press the A M button to start the measurement of the distance NOTE The AISI will increment to the next PNO after pressing the REG button To change any data such as the PNO P CODE and TH before data registration use the following function F buttons F5 PNO F4 P CODE and F6 TH 19 Press the ENT button STP 5 82D12 SM TG Performance Steps 20 Change the P CODE and the TH if necessary 21 Aim the instrument at the next point 22 Press the REG button once and the SD is displayed on the bottom of the display 23 Repeat steps 2e 14 through 18 for additional measurements NOTE Shoot the BS at the end of each setup for a check The final HA must be recorded on the recording sheet Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can
211. ny loose dust and dirt c Check the exterior for damage d Clean the case as required 9 Store the equipment in its transport case 10 Notify the supervisor of any uncorrectable faults Evaluation Preparation Setup Provide the soldier with the items that listed in the conditions statement The evaluator will prepare the area and equipment in advance to ensure that the task standards can be met Ensure that all safety precautions are followed Brief Soldier Give the soldier a safety briefing Identify the survey equipment automated integrated surveying instrument AISI level global positioning system GPS receiver and so forth accessories and cleaning materials to be maintained Tell him to perform operator maintenance on survey equipment Performance Measures GO NOGO 1 Inventoried all the equipment components and accessories Wiped the dirt and dust from all components with a clean dry cloth Cleaned all glass surfaces with lens cleaning tissue Inspected the exterior of the equipment for damage cracks and wear a A Ensured that the motion locks and controls rotated freely and functioned properly STP 5 82D12 SM TG Performance Measures GO NOGO 6 Inspected the tribrach and the tribrach s leveling screws for damage and cleaned them if it was required 7 Inspected the tripod bayonet screw and other screws a
212. o the next station 5 Make the observation measurements at the forward station a b d f g h i j Press the PWR button to turn the AISI on The CONTINUE YES NO prompt will appear Press the NO button Level the electronic level and press the A M button for level calibration Enter the temperature and pressure Press the PRG button and enter 27 Enter 2 to continue the traverse Aim the AISI at the BS and press the A M button Press the A M button to measure the distance back to the BS if required Press the REG button once the distances are measured Press the YES button at the MORE prompt and press the YES button The display will appear as follows Display STD 15 23 1 FORESIGHT 2 BACKSIGHT 3 OTHER Repeat all of step 3 Press the YES button at the MORE prompt if shooting side shots SSs 6 Make the SS observations and continue the traverse STP 5 82D12 SM TG Performance Steps a _ 7 Enter 3 to select OTHER The display will appear as follows Display STD 15 23 1 FORESIGHT 2 BACKSIGHT 3 OTHER Enter 3 for the SSs Enter SS at the ACTIVE prompt Enter the PNO P CODE and TH Aim the AISI at the point and press the A M button Press the REG button and the MORE prompt will be displayed Press the YES button for more SSs or multiple measurements for the same object Press the NO button at the
213. of curvature r from the following formula The values R and N are obtained from the NIMA Tables Program r RN divided by R sin2 alpha N cos2 alpha where R Radius of curvature in the plane of the meridian N Radius of curvature in the plane of the prime vertical 1 Enter the NIMA Tables Program 2 Type any letter from a to z to continue the program 3 Select the LONG PROMPTS option 4 Enter the station name 5 Select the ellipsoid 6 Select the INDIVIDUAL POINT option 7 Enter the latitude of the station in the degrees minutes and seconds DDD MMSS format for example 38 41 00 8 Select the RADIUS OF CURVATURE IN THE MERIDIAN N AND PRIME VERTICAL R VALUES option The N and R values will be displayed on the top of the screen 9 Exit the program and enter 99 twice then 0 at the prompts Compute the rho detonated by p sine of 1 and enter it in block 3k Compute k in seconds from the following formula and enter it in block 3l k in seconds 0 5 m s divided by the value p sine of 1 where S Slope distance m Mean coefficient of refraction when this is not observed use 0 4290 Compute 90 21 k and enter it in block 3m where 21 Zenith distance A factor that takes in consideration of refraction and the curvature of the earth Compute the tangent tan of 90 21 k and enter it in block 3n where Zenith distance K A fa
214. of the D and R readings The result must equal 120 0 60 0 or 0 00 seconds blocks 5e Record the observed ZD in blocks 5f The ZD is the degrees minutes and corrected seconds for the D reading Repeat steps 4 and 5 for each position 6 Record the time the observer completed the observations in blocks 6 if necessary 7 Determine the mean VA ZD Sum and mean the set of observations and enter this amount in block T 8 Give the form to the instrument operator to check Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark two stations The distance between the stations should be greater than 100 meters There should be a noticeable difference in elevation The instrument will be set up according to task 052 260 1134 and the target will be set up according to task 052 260 1122 Obtain the help of an instrument operator who is qualified according to task 052 260 1134 Measure the HT and HI Brief Soldier Give the soldier a safety briefing before starting the test Show him the station to be occupied and the station to be observed Tell him how many repetitions will be recorded Give him the HT and HI Tell him to record VAs ZDs for theodolites STP 5 82D12 SM TG Performance Measures GO NOGO 1 Entered
215. of the error h Compute the corrections for each individual station and record this sum in block 2h The sum of the corrections must exactly equal the error but have the opposite sign When the error is not evenly divisible by the number of stations the larger corrections are applied to the larger angles for uniformity i Compute the adjusted field angles Algebraically combine the corrections to the observed field angles and record this value in block 2i to one decimal place j Sign and date the form in blocks 2j NOTE These adjusted field angles are now used in the final set of position computations on DA Form 1923 instead of the observed field angles Label a new DA Form 1923 as final and repeat step 1 3 Compute the position closure and adjustment on DA Form 1962 Figures 052 260 2490 6 and 052 260 2490 7 183 STP 5 82D12 SM TG Performance Steps TABULATION OF GEODETIC DATA For use of this form see FM 3 34 331 the proponent agency is TRADOC LOCATION ORGANIZATION 3a 3a B e 3r Sample cael EE 1 gt BY DATE CHECKED BY DATE YYYYMMDD t 3t DA FORM 1962 FEB 57 EDITION OF FEB 57 IS OBSOLETE USAPA V1 01 Figure 052 260 2490 6 Sample of DA Form 1962 With Block Numbers 3 184 STP 5 82D12 SM TG Performance Steps See TABULATION OF GEODETIC DATA P For use of this form see FM 3 34 331 the proponent agency is TRADOC LOCATION ORGANIZAT
216. on closure A control point that determines horizontal positions only with respect to parallels and meridians or to other lines of reference Horizontal control The survey control points on which the horizontal coordinates have been determined The coordinates may be either geographic latitude and longitude or grid Interpolate To estimate or find an intermediate value by use of computation Latitude The angular distance for a specific spot on the earth s surface from 0 to 90 north or south of the equator Line of sight Glossary 11 STP 5 82D12 SM TG The straight line between two points this line is in the direction of a great circle but does not follow the curvature of the earth also the line extending from an instrument along which distance objects are seen when viewed with a telescope or another sighting device Longitude The angular distance for a specific spot on the earth s surface from 0 to 90 north or south of the Equator micrometer A precision instrument used for measuring the thickness of the plate and blanket Occupied station A traverse or triangulation station over which a theodolite or an engineer transit is set up for the measurement of angles Also a station at which angles have been measured OPORD operation order A directive issued by a commander to subordinate commanders for the purpose of effecting the coordinated execution of a plan of action 0001 times the difference in longitu
217. ongitude error distance squared n Compute the ratio of closure RC using the following formula and record it in block 3n RC 1 length of the traverse divided by the LEC for example 1 10 000 3 186 STP 5 82D12 SM TG Performance Steps Compute the allowable error AE of the position closure and record it in block 30 The LEC must be less than the LEC for the traverse to meet specifications If the traverse does not meet specifications no further computations are required NOTE Refer to DMS ST 031 for the required accuracy specifications and formulas p Compute the correction in latitude per meter using the following formula and record this value in block 3p to eight decimal places with the sign Correction latitude error arc divided by total length of the traverse NOTE The sign will always be opposite the sign of the error q Compute the latitude correction per station using the following formula and record it in blocks 3q with the sign Correction per station correction of latitude per meter x length of the traverse leg NOTE After all corrections are recorded sum the column The sum of the correction must equal the error arc with the opposite sign If because of round off errors the sum does not exactly equal the error arc the difference must be distributed For uniformity the largest corrections are changed by one in the third decimal place until the correct sum is obtained r Compute the adjusted
218. oper operation Inspect the reticle for smooth operation Inspect the telescope s focusing mechanism for smooth operation 6 Test the horizontal and vertical collimation Test the horizontal and vertical collimation according to task 051 260 1134 or the appropriate TM 7 Inspect the battery and connection accessories if appropriate a Inspect the battery for damage b Inspect all electrical contacts for loose connections or corrosion c Inspect the connecting cables for insecure or damaged plugs and cracked or frayed insulation 8 Adjust the plate level if needed a Bring the plate level to as near center as possible b Correct one half of the bubble error by turning the foot screw c Turn the plate level to correct the other half of the error using an adjustment pin 3 129 STP 5 82D12 SM TG Performance Steps d Repeat steps 8a through 8c until the plate bubble remains centered regardless of the position 9 the theodolite is traversed Adjust the circular level if needed a Level the theodolite NOTE Level the theodolite using the fine tune electronic compensator or the plate level as applicable b Adjust the three leveling foot screws to bring the bubble to center if the circular level bubble is 10 11 12 not centered in the vial Adjust the optical plumb if needed a Set up the instrument according to task 051 260 1134 or the appropriate TM b Observe the station point t
219. or transfer Select the ADD ALL option or highlight each file individually and select the ADD option b Select the TRANSFER option NOTE At this point a file transfer message box will appear displaying the transfer progress 6 Disconnect the DGPS receiver a Select the DISCONNECT option when all of the required files have been transferred from the receiver b Attach the next receiver to the computer and repeat steps 1 through 5 c Select the CLOSE option after the last receiver has been downloaded d Disconnect the receiver PC cables and properly store the DGPS receiver 194 STP 5 82D12 SM TG Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to download data from the DGPS receiver Performance Measures GO NOGO 1 Prepared the DGPS receiver for downloading 2 Started the DGPS downloading program on the PC 3 4 Checked and configured the DGPS downloading program Established the connection between the DGPS receiver and the PC with the DGPS processing program Transferred the DGPS data Disconnected the DGPS receiver
220. or will obtain a set of intersection field notes for a single intersection computation The evaluator will have a sample sheet with all the errors identified Brief Soldier Give the soldier a safety briefing before starting the test Tell the soldier to check the intersection computations Use third order specifications Performance Measures GO NOGO 1 Ensured that administrative and field data were entered correctly on DA Forms 1920 1938 and 1947 2 Checked all computations on the forms 3 162 STP 5 82D12 SM TG Performance Measures GO NOGO 3 Ensured that the computed positions and elevations were true and correct 4 Ensured that each form was signed and dated Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1920 DA FORM 1938 DA FORM 1947 DMS ST 031 163 STP 5 82D12 SM TG Establish a Declination Station 052 260 2492 Conditions As a topographic surveyor in a field environment given tables of organization and equipment TOE survey equipment for a survey team a survey control point with known starting coordinates known coordinates for a second survey control point or azimuth mark a coordinate scale a protractor a standard 1 50 000 scale military map a scientific calculator Departm
221. ordingly NCOES PLDC USASMA High school College T schools GED SED diplom _____ A goal troop assignments often preclude off duty education Drill Sergeant School Other schools Recruiting School Battle Staff Course 1SG Course CMF 81 staff assignments Operations intelligence sergeant Instructor Encouraged Recruiter drill sergeant assignments Training developer writer mu D me exc umen uuum De Due assignments Surveyor Squad Leader Section Leader Section Leader 1SG CSM PVT PFC 1SG SGM Rank SPC CPL MSG CSM 1622 zo Figure 1 1 Career Map Career Management Field CMF 81 STP 5 82D12 SM TG SKILL PROGRESSION CHART 1 11 Similar or related education training and experience are grouped into CMFs The career progression path for MOS 82D CMF 81 Topographic Surveyor is shown in Figure 1 2 E9 00250 CSM SL5 81250 E8 through 29 Senior topographic operations SGT 1SG SL 4 82D40 E7 Section leader Senior survey operations SGT E6 Squad leader SL 2 82D20 E5 Topographic survey SGT Survey operations SGT SL 1 82D10 E1 through E4 Topographic surveyor Trainee Figure 1 2 Career Progression Sequence for General Engineering CMF 81 STP 5 82D12 SM TG CHAPTER 2 Training Guide 2 1 General The MOS Training Plan MTP identifies the essential components of a unit training plan for individual training Units have different training needs and requirements bas
222. perator s Organizational and Direct Support Maintenance Manual Including Repair Parts and Special Tools for Self Leveling Surveying Level Wild Heerbrugg Model NA2 80 NSN 6675 01 101 4724 25 February 1982 Abstract of Horizontal Directions 1 February 1957 Triangle Computation for calculating machine 1 February 1957 Position Computation Order Triangulation for calculating machine computations 1 February 1957 UTM Grid Coordinates From Geographic Coordinates 1 February 1957 Geographic Coordinates From UTM Grid Coordinates 1 July 2001 Grid Azimuths t and T and t T Correction from UTM Grid Coordinates This item is included on EM 0001 1 February 1957 Position Computation UTM Grid 1 February 1957 Traverse Computation on the Universal Transverse Mercator Grid 1 February 1957 Computation of Levels 1 May 2001 Abstract of Zenith Distances 1 July 2001 Computation of Elevations from Nonreciprocal Observations by calculating machine 1 February 1957 Description or Recovery of Bench Mark 1 October 1964 Description or Recovery of Horizontal Control Station 1 July 2001 Tabulation of Geodetic Data 1 February 1957 Equipment Inspection and Maintenance Worksheet 1 April 1979 Zenith Distance Vertical Angle 1 June 2001 General Survey Notes 1 July 2001 Field Sheet Infrared 1 June 2001 Three Wire Leveling 1 July 2001 References 1 STP 5 82D12 SM TG Field Manuals FM 6 2 Tactics Techniques and Procedu
223. place Divide this amount by 2 to determine the mean and record it to one decimal place The sum and mean of the temperature blocks 3f To determine the sum add the temperature at the instrument station with the temperature at the reflector station and record it to one decimal place Divide the amount by 2 to determine the mean and record it to one decimal place 4 Enter the required distance measurements as they are made in blocks 4 5 Determine and record the sum and mean slope distance for the readings in blocks 5 6 Ensure that all entries are legible Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark two intervisible survey stations at least 400 meters apart The evaluator may serve as the instrument operator and for recording purposes will provide the necessary headings and meteorological data to the soldier being tested Brief Soldier Give the soldier a safety briefing before starting the test Tell him to record EDME values Performance Measures GO NOGO 1 Recorded administrative data on DA Form 5819 2 Read and recorded meteorological data 3 Recorded the HI above the station the height of reflector above the station and the eccentricities
224. ques surrounding conditions or human limitations not to be confused with blunders or mistakes Explement angle An angle measured from the forward observed station to the rear observed station in a clockwise manner Foresight FS An observation of the distance and direction to the next instrument station In traversing a foresight is a point set ahead to be used for reference when resetting the transit or line or when verifying the alignment In leveling a foresight is the reading on a rod that is held at a point whose elevation is to be determined Forward station The station being observed such as in a traverse which would be the next station occupied as work progresses Geodetic distance The distance between two points obtained by computations and adjusted by a scale factor to mean sea level Grid coordinates A network of uniformly spaced horizontal and perpendicular lines as for locating points on a map Grid distance The distance between two points obtained by computations from grid coordinates of the points Height of instrument In spirit leveling it is the height of the line of sight of a leveling instrument above the adopted datum In stadia surveying it is the height of the center of the telescope horizontal axis of the transit or telescopic alidade above the ground or station mark In trigonometric leveling it is the height of the center of the theodolite horizontal axis above the ground or station mark Horiz
225. r section from the field notes Enter these amounts to four decimal places with the sign in blocks 4a in their respective running directions b Compute the DE between the forward and backward runs per section and enter this amount to four decimal places as an absolute value no sign in block 4b c Determine the mean DE by computing the absolute mean of the forward and backward DE Enter the mean DE with the sign of the forward run to four decimal places round the answers in block 4c d Enter the known elevation of the beginning benchmark in block 4d e Enter the known elevation of the ending benchmark in block 4e f Compute the observed elevation by algebraically adding the mean DE step 4c and the known elevation of the beginning benchmark step 4d Enter this amount to four decimal places in block 4f g Compute each successive observed elevation by algebraically adding the respective section s mean DE to the preceding elevation step 4f Enter this amount to four decimal places in block 4g NOTE The last entry will be the observed elevation of the ending benchmark which must be compared to the fixed ending elevation 5 Compute and enter the EC and the allowable error AE to the nearest 0 0001 meter a Enter the known elevation of the ending benchmark from step 4e in block 5a b Compute the closure by subtracting the known elevation of the ending benchmark step 5a from the computed observed elevation of the ending bench
226. rea provided on the form and include the following block 3d 1 The orientation of the station in reference to north 2 An adequate coverage area that includes several referenced objects 3 Any other marks in addition to the described reference marks that may assist in the station s location such as trees fence lines roads sidewalks or structures 4 A quantifiable description for the referenced marks for example use the tree type and dimension road width building size and so forth e Complete the back of the form with the following 1 The name of the individual completing the form block 1 b STP 5 82D12 SM TG Performance Steps 2 The project designation block 2 3 The date of recovery and completion block 3e 3 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met The evaluator will ensure that the stations to be recovered are in place and recoverable Brief Soldier Give the soldier a safety briefing before starting Tell him to recover survey control stations Performance Measures GO NOGO 1 Collected the information on the station to be recovered 2 Located the survey control station and navigated safely to it 3 Described and made a sketch
227. res 052 260 1228 1 052 260 1228 2 and 052 260 1228 3 3 108 STP 5 82D12 SM TG Performance Steps 00 vdvSn H i 31310880 SI 68 ONY 40 NOILIQ3 1002 1nr 0285 WHOS va JAU SIVAYALNI JO wns S39Vd JO ON ON NI dWOO PUZ LNI 3S uit JI NOLLVZINVOHO NOILV2O1 Loaroud QOY 30 30v SIVAYAN 3o wns VENI ul ui TI 13N QGWWAAAA J l PI LNAWNYLSNI 58 QOQWYL S jueuodoud eu Lce Wa ees SIY jo esn 4 SNIT3A31 38IAC334HL Figure 052 260 1228 1 Sample of DA Form 5820 With Block Numbers 3 109 STP 5 82D12 SM TG Performance Steps 00 1A 313105890 SI 68 9NY 30 NOILIQ3 L002 TNF 0285 WHOS vd ux _ 9282 15181 9085 stel Tavd 1880 _ LNI dWO2 151 008 30 30v4 sHoiswova 5 Wad Odd 580 NOILVIS 184 S01 0F01 13N 3NI1 LNIWNYLSNI VA Hoajog OOAWHL S Kouobe jueuodoud ayy 6 985 uuo 511 jo esn Jog
228. res for Field Artillery Survey 23 September 1993 Other Product Types AISI OPERATOR S MANUAL Automated Integrated Survey Instrument Operator s Manual DGPS OPERATOR S MANUAL Differential Global Positioning System DGPS Operator s Manual DMS FORM 5820 R Collimation Check 1 January 1997 NIMA FORM 8240 24 Theodolite Recording Sheet 1 August 1997 NIMA FORM 8900 2 Field Sheet EDME 1 June 1997 SP 241 Natural Tables for the Computation of Geodetic Positions Clarke Spheroid of 1866 Special Texts DMS ST 005 Geometric Geodetic Accuracy Standards and Specifications for using GPS Relative Positioning Techniques 1 July 1997 DMS ST 031 Standards and Specifications for Geodetic Control Networks 1 July 1997 DMS ST 032 Standards of Accuracy and Specifications of Geodetic Surveys 1 October 1997 DMS ST 096 Real Time Kinematic with TrimMap Software Training Manual 1 January 1997 DMS ST 097 GPSurvey Software 2 2 Training Manual 1 January 1997 DMS ST 648 Automated Integrated Survey Instrument AISI Operations 1 March 1998 Technical Manuals TM 5 6675 329 13 amp P Operator s Organizational and Direct Support Maintenance Manual Including Repair Parts and Special Tools for Self Leveling Surveying Level Wild Heerbrugg Model NA2 80 NSN 6675 01 101 4724 25 February 1982 TM 5 6675 332 10 Operator s Manual Automated Integrated Survey Instrument AISI Type Topographic Part Number 571146150 NSN 6675 01 372 0047 Type Il Co
229. rescribed specifications Azimuth The direction of one object from another usually expressed as an angle in degrees relative to true north azimuths are usually measured in the clockwise direction thus an azimuth of 90 indicates that the second object is due east of the first Azimuth grid The angle in the plane of projection between a straight line and the central meridian axis of Y of a plane rectangular coordinate system Azimuth mark The azimuth to a marked point or adjacent station that is visible from an occupied station which is determined for use in dependent surveys Backsight BS In traversing a backsight is a sight on a previously established traverse or triangulation station which is not the closing sight on the traverse in leveling a backsight is a reading on a rod that is held on a point whose elevation has been previously determined and is not the closing sight of a level line Central meridian Glossary 9 STP 5 82D12 SM TG The longitude of the horizontal center of a coordinate system this longitude value is often the longitude origin of the coordinate system in the case of the transverse Mercator projection the CM is the great circle geodesic at which the projection surface the cylinder touches or is tangent to the earth Collimation The line of sight or aiming line of an instrument when coincident with the physical alignment of the instrument thus a collimation error is the angle between the
230. rest minute 6 Determine the actual latitude prime a Turn on the computer and the monitor and allow the system to boot up in Windows b Click on Start Programs and then the MS DOS Command Prompt c Type CD and press the enter key to ensure that you are at the C gt prompt after the system has restarted Type CD SVY TABLES at the C gt prompt and press the enter key e Type TABLES at the C SVY TABLES prompt and press the enter key to start the program NOTE The first screen explains what the program does and prompts you to enter a letter f Enter any letter when prompted to INPUT ANY LETTER 2 and press the enter key 3 142 STP 5 82D12 SM TG Performance Steps NOTE The next screen is PROGRAM USER NOTES g Select one of the following at the SELECT THE TYPE OF PROMPTS DESIRED prompt 0 SHORT PROMPTS 1 LONG PROMPTS TO INCLUDE SAMPLES NOTE Select the LONG PROMPTS until you become accustomed to the program Enter 1 and press the enter key h Input the title maximum number of characters is 60 i Select the ELLIPSOID to be used for the computations j Select one of the following modes of computation 1 INDIVIDUAL POINT 2 TABLE FROM BLOCK OF POINTS NOTE To determine the actual preliminary latitude j create a block of points around the seed latitude Enter 2 and press the enter key k Input the latitude interval degrees minutes and seconds DMS for building the table NOTE
231. rformance Steps 1 Check the eyepiece for parallax Remove the parallax by pointing the instrument toward the sky and rotating the eyepiece until the crosshairs appear sharp and intensely black 2 Check the level of the instrument Adjust the instrument if necessary 3 Locate and focus on the station s target to be observed a Point the instrument toward the target using the coarse sight for the telescope b Look through the eyepiece and rotate the focusing ring to focus on the target c Look through the eyepiece and fine tune the pointing of the instrument by using the two speed vertical and horizontal controls Tell the recorder the station name Set the circle settings as provided by the recorder Observe and read the direction to the initial station to the nearest second A Observe and read the direction to the forward station to the nearest second a Unlock the horizontal clamp and turn the instrument in a clockwise direction toward the forward station b Focus and align the instrument on the target as recommended in step 3 8 Invert plunge the telescope resight on the forward station and read the direction to the nearest second a Unlock the horizontal and vertical clamps b Invert the telescope and turn the instrument 180 to the same target c Focus and align the instrument on the target as recommended in step 3 9 Observe and read the direction to the initial station to the nearest second
232. rho Determined and recorded the EC Computed the sea level reduction factor C Computed the geodetic distance S o N Signed and dated the form Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related NIMA FORM 8900 2 STP 5 82D12 SM TG Abstract Vertical Angles VAs Zenith Distances 205 052 260 1313 Conditions As a topographic surveyor in a field environment given Department of the Army DA Form 5817 with observed VAs ZDs DA Form 1943 Defense Mapping School DMS Special Text ST 031 and a scientific calculator Standards Abstract VAs ZDs Sum and mean the seconds of observed angles Reject observations that fall outside the mean rejection limits as prescribed by DMS ST 03 Transcribe all necessary VAs ZDs and instrument and target heights from DA Form 5817 to DA Form 1943 Compute the abstract through t o and the mean angle without error Performance Steps 1 Fill out the headings on DA Form 1943 in blocks 1 Figures 052 260 1313 1 and 052 260 1313 2 Performance Steps STP 5 82D12 SM TG ABSTRACT OF ZENITH DISTANCES For use of this form see FM 3 34 331 the proponent agency is TRADOC INSTR TYPE NO 1 ORGANIZATION OBSERVER 1 1 TELESCOPE DIFF OF ABOV
233. rning and caution alert users to the possibility of immediate death personal injury or damage to equipment Notes provide a small extra Supportive explanation or hint relative to the performance measures SOLDIER S RESPONSIBILITIES 1 5 Each soldier is responsible for performing individual tasks which the first line supervisor identifies based on the unit s mission essential task list METL The soldier must perform the task to the standards listed in the soldier s manual SM If a soldier has a question about how to do a task or which tasks in this manual he must perform it is the soldier s responsibility to ask the first line supervisor for clarification The first line supervisor knows how to perform each task or can direct the soldier to the appropriate training materials NONCOMMISSIONED OFFICER SELF DEVELOPMENT AND THE SOLDIER S MANUAL 1 6 Self development is one of the key components of the leader development program It is a planned progressive and sequential program followed by leaders to enhance and sustain their military competency It consists of individual study research professional reading practice and self assessment Under the self development concept the noncommissioned officer NCO as an Army professional has the responsibility to remain current in all phases of the MOS The SM is the primary source for the NCO to use in maintaining MOS proficiency 1 7 Another important resource for NCO self development is th
234. round at a 45 angle until it is solid Remove the turning pin only upon the instrument operator s command Compensate the pace count to adjust for any unbalanced length of sight oa C Read the thermometer if necessary Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark two survey control points at least 300 meters apart Obtain the assistance of a leveling instrument operator who is qualified according to task 052 260 1330 and will double as an assistant evaluator Have the assistant score the soldier s ability to plumb the level rod at each setup using the rod level Check the rod levels before testing to ensure that they are accurate Physically inspect the marlin pins before they are pulled out of the ground to ensure that they are solidly emplaced for each setup Brief Soldier Give the soldier a safety briefing before starting the test Show him the starting survey control point Explain to the soldier that this is a group task and that a GO or NO GO depends on the performance of the group Tell the soldier to perform as rodman Performance Measures GO NOGO 1 Plumbed the level rod over the survey control point or turning point using the rod level 2 Paced forwar
235. rraModel user s manual to find edit or change the information as needed e Save the file after editing Select the SAVE option f Select the EXIT option to return to the TerraModel Program 4 Enter the project control points Enter the data using one of the following methods a Input data manually Use the keyboard to create new points one at a time Ensure that the point number name and coordinates are entered b Create a file using the editor 1 Create a file named CONTROL PTS 2 Enter the names and coordinates for each point 3 Use the command PTSIN to transfer the control points to the working project 4 Make a new layer to store the points in Store and assign the required attributes to the layer 5 Process the raw data from the AISI 3 166 STP 5 82D12 SM TG Performance Steps a Enter the traverse editor From the command line type FIELDT and press the enter button b Type 41 for the number of viewable lines for the traverse editor Type or select the TRAVIN option NOTE At this point the editor will compute the coordinates from the azimuth distance and difference in elevation data using the AISI observations d Type LIST to list the generated new points to the PC screen or to a printer NOTE If this process fails to work edit the control points file and the raw data file to ensure that they are correct 6 Manage the processed data a Identify the objects that are listed and place them
236. s Standards Perform operator maintenance on a theodolite according to the applicable TMs and make any adjustments that are necessary Performance Steps 1 Wipe off the instrument with a clean dry lint free cloth a Take the instrument indoors after being used in moist weather b Open the transport case and remove the instrument c Allow the instrument to dry naturally d Allow condensation on the lenses to evaporate naturally 2 Clean the lenses with lens cleaning tissue and solution a Use caution when removing dust or sand from the lenses and reflectors b Never use coarse or dirty cloth or hard paper c Use an antistatic lens paper cotton wad or lens brush if possible 3 Inspect the instrument for damage or wear a Visually inspect the instrument for broken or missing parts b Check for cracked or scratched lenses or mirrors 4 Clean the carrying case and replace the desiccant a Open and remove the instrument b Turn the case over and shake out any loose dust and dirt c Check the exterior for damage d Inspect the clamps locks and carrying straps for defects e Inspect the desiccant for discoloration f Clean the case as required 5 Test all the controls for correct operation Rotate the three leveling foot screws and ensure that they turn freely and are stable Inspect the telescope and horizontal clamps for improper operation Inspect the horizontal and vertical slow motion screws for impr
237. s Required Related DA FORM 1942 3 122 STP 5 82D12 SM TG Subject Area 5 Differential Global Positioning System Collect Data With Differential Global Positioning System DGPS Equipment 052 260 1401 Conditions As a topographic surveyor in a field environment given a global positioning system GPS receiver with accessories a tripod a tribrach a plumb bob a tape measure a four section collapsible height of instrument HI rod a GPS recording sheet as prescribed by the unit s standing operating procedure SOP and Defense Mapping School DMS Special Text SP 005 and 097 Standards Collect data with the DGPS equipment Set up the antenna over a prestablished point and connect all cables to the receiver Operate the DGPS receiver by performing the standing operating procedure SOP required to collect data for a static GPS survey Performance Steps 1 Transport the equipment to the work site a Place the receiver in the antenna container to transport it for static operations b Ensure that the following equipment which is needed for static operations is in large shipping container 1 A 4 000 MSGR with a battery tray 2 Acompact L1 L2 with a ground plane GP antenna 3 Camcorder batteries 4 10 ampere hour batteries 5 A tribrach with an optical plummet device 6 A two piece tribrach adapter 7 Acompass 8 Antenna cable 9 An HI rod 10 An adjustable leg tripod 2 Set up the antenna a Set
238. s 1c Compute the unknown angle 1 by subtracting the two observed angles from 180 and enter this information in block 1d Enter the given side 2 3 that serves as the baseline in block 1e Enter the station names that correspond to each side in blocks 11 Determine the sine of angle 1 and enter to eight decimal places in block 1g Divide the given side 2 3 by the sine of angle 1 to determine the ratio D and enter to eight decimal places in block 1h Determine the sine of angle 2 and enter to eight decimal places in block 1i Determine side 1 3 by multiplying the sine of angle 2 by ratio D and enter to three decimal places in block 1 Determine the sine of angle 3 and enter to eight decimal places in block 1k places in block 1 Sign and date the form in blocks 1m 2 Complete the universal transverse Mercator UTM grid position computation on DA Form 1938 Figures 052 260 1335 4 and 052 260 1353 5 STP 5 82D12 SM TG Performance Steps 101A Vdvsn 45 834 8267 WHOS VG AC AC 1055 9 V 1809 N V 1082 1509 1 9 Z 3 WIS Figure 052 260 1335 4 Sample of DA Form 1938 With Block Numbers 3 23 STP 5 82D12 SM TG Performance Steps 101A Vds 15 834 826 INOS VG QOWWAAAA A8 03423H9 QOWWAAAA A8 GaLNdWOD 1 55 9 1800 S N V 7 EM Pa we aessa aooe Dp wem __ 5
239. s must be accurate neat and legible Performance Steps 1 Check all field notes for omissions and errors Correct any errors that are found 2 Enter all administrative and known data on DA Form 1942 Figures 052 260 1340 1 and 052 260 1340 2 Notify the supervisor if errors cause the rejection of the field data 3 118 STP 5 82D12 SM TG Performance Steps 007A 74057 31310580 SI 6 834 30 QOWWAAAA 3440 1002 2761 WHO 39N3434410 1333 8313 3805012 DOAVUL st wauodord Wa 225 sp Jo asn 204 13A31 40 NOWVINdWOd ez NOILVZINVOUO l93r td eZ INN Figure 052 260 1340 1 Sample of DA Form 1942 With Block Numbers 3 119 STP 5 82D12 SM TG Performance Steps 00 LA vavsn 21310580 SI 49 933 30 NOILIQ3 LOOZ AYN Ze6L WHOS Va TTISO 1007 Uoo e4 OSS GGWWAAAA 31VQ QQWWAAAA A8 d31ndWO2 DIN ww a owa mu m err j we wr ru m u w me ume wo ue cmm _ d S p sw jj se cmm ee mm a cu ue uc d se yj wj we BM S 1 51 1 199 30N3u34Jld saaw 1334 wy SyuviW3u A373 rav A313 580 Wt 3ON3H333IG HION31 NOILO3S 1510 0 0 0 CWN 43d NOIL238802 S31lIN SW INIT 30 HL5N31 61004 MOL AVY
240. se the following phrase To reach the station from 4 A site description Give the location of the station by using a magnetic compass and tape measure The description will be referenced to the station s reference marks or to prominent durable features such as a road intersection or a building for example 30 meters at an azimuth of 45 from the intersection of Main Street and Elm Road Use the following phrase The station is located NOTE Do not use natural features in the site description that will change with time for example a tree that is 20 centimeters in diameter will not be 20 centimeters in diameter 10 years later These types of features may be included in the sketch 5 The type of station Describe the station in terms of material used the configuration and stamping on the mark the height of the mark in reference to ground level and whether or not the mark has a subsurface monument Use the following phrase The station is marked by c Describe any reference marks and include the following block 3c NOTE This is not necessary if a reference mark is not present 1 A reference mark description 2 A magnetic azimuth from the main station to the reference mark 3 The distance from the main station to the reference mark Measure to the nearest 1 centimeter 4 An azimuth and approximate distance to any prominent points that may assist in locating the station d Make a sketch of the station in the a
241. sfer AISI data Standards Postprocess data for the AISI using a microprocessor Postprocess the data according to the standards set forth in the project directive the unit s standing operating procedure SOP and the AISI operator s manual and the recommended procedures in DMS ST 648 Performance Steps 1 Open a project directory a Start the TerraModel Program b Select the option to configure the system c Specify a prototype file name and complete the data in the dialog box Press the enter button or select OK d Select FILE and the NEW PROJECT option e Type in a project name and press the enter button or select OK 2 Download data from the AISI a Connect the AISI to the computer using the computer geodimeter cable b Enter the GEOCAP module within the TerraModel Program From the command line type GEOCAP c Type T to transfer data or select the option to transfer a file from the AISI to the computer d Type JI for job in or select the JOB IN option to transfer a job file from the directory in the AISI e Select the job file from the directory in the AISI and transfer it to the PC Convert the job file Type C or select the option to convert the file to a TRV TXT or PTS file 3 Open a job file for editing a Type FILE EDITOR from the command line b Select GEOCAP then GEO FILE and FILE EDITOR c Open an existing file or create a new file d Use the basic editing features in the Te
242. should not exceed 0 010 meters from the mean 7 Check DA Form 5819 to ensure that it is complete and correct 8 Turn off and store the instrument Evaluation Preparation Setup Provide the soldiers with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark two stations The distance between the two should exceed 400 meters Obtain the help of a recorder who is qualified according to task 052 260 1225 The reflector will be set up and ready The height of instrument HI and the height of reflector will be measured Brief Soldier Give the soldier a safety briefing before starting the test Show him the distance to be measured Also explain that there will be a qualified recorder assigned and that the HI and the height of reflector will be given to the recorder Tell the soldier that achieving the actual job standard depends on the performance of a team Since he is only part of the team a GO or NO GO will be based on the demonstration of correct measuring procedures Tell him to measure distances with an EDME Performance Measures GO NOGO 1 Set up and plumbed the EDME over the survey station Turned on the power and entered the atmospheric data Aligned the EDME with the reflector Measured and read the distances
243. sly established mark is required If the spot where a station mark was located can be reproduced by measurement given in the description the station is not destroyed The reproduced spot should be tied in by azimuth and distance and the estimated accuracy of the reproduced location given If a new mark is set in the exact location of a previously established but destroyed mark the designation of the station should be identical with the original with only a new date added to its designation If a new disk is set in the approximate location of the old station the name should be preserved but the number 2 and a new date should be added DESCRIBED RECOVERED BY 3e 1 PROJECT 3e 2 FIELD BOOK 8 REVERSE OF DA FORM 1959 OCT 64 USAPA V1 00 Figure 052 260 1323 1 Sample of DA Form 1959 With Block Numbers Continued STP 5 82D12 SM TG Performance Steps TYPE OF MARK STATION Germany 170 Monument Stone Kamp LOCALITY STAMPING ON MARK LATITUDE LONGITUDE DATUM DATUM 49 28 10 47467 10 23 10 925197 WGS 84 Amsterdam NORTHING EASTING FT EASTING NORTHING FT GRID AND ZONE ESTABLISHED BY AGENCY 5 480 852 200 M 600 444 268 M 32U 320 Engineer NORTHING EASTING FT EASTING NORTHING FT nip AND ZONE ORDER M M November 96 Third GRID AZIMUTH ADD E y TO THE GEODETIC AZIMUTH GRID AZ ADD SUB TO THE GEODETIC AZIMUTH BACK AZIMUTH GEO
244. ssions on DA Form 1962 Figure 052 260 2460 1 3 134 STP 5 82D12 SM TG Performance Steps PROJECT TABULATION OF GEODETIC DATA Example For use of this form see FM 3 34 331 the proponent agency is TRADOC LOCATION ORGANIZATION Luckytown Engineer Company D 0 50 D 50 100 D 0 200 D 0 100 D 0 300 D 0 150 49 997 49 998 199 995 99 996 99 997 0 002 Z2 D 150 300 299 993 149 996 0 002 Z3 D 0 400 D 0 200 D 200 400 199 996 D 0 500 D 0 250 D 250 500 499 992 249 996 249 995 D0300 TABULATED BY DATE CHECKED BY DATE YYYYMMDD SSG J Zambrano 2001 05 22 DA FORM 1962 FEB 57 EDITION OF FEB 57 IS OBSOLETE USAPA V1 01 Mean caib cosa 0 001 0 002 0 008 6 NOTE No distances deviate from the mean by more than 0 002 meters Z4 75 Z6 6 0 002 0 001 0 001 0 003 6 Figure 052 260 2460 1 Completed Sample of DA Form 1962 135 STP 5 82D12 SM TG Performance Steps NOTE D is the distance in meters 2 is the calibration constant D 0 50 D 50 100 b D 0 200 D 0 100 c D 0 300 D 0 150 d D 0 400 D 0 200 e D 0 500 D 0 250
245. station and the observed station Told the recorder what target was being observed Measured the HI with the help of the recorder or evaluator Made a direct pointing on the target Observed and read the direct reading on the target Repeated steps 7 and 8 in the reverse position Repeated steps 7 through 9 for the second position Rejected positions that were not within specifications and reobserved them if it was necessary NO GO Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 5817 TM 5 6675 332 10 DMS ST 031 3 100 STP 5 82D12 SM TG Subject Area 4 Level Determine the Level Error 052 260 1109 Conditions As a topographic surveyor in a field environment given Defense Mapping School DMS Form 5820 R the stadia constant for the instrument a leveling instrument an instrument operator and two rodmen with level rods and turning pins Standards Determine the level error C Field recordings must be neat and legible Complete all computations and ensure that they contain no errors Performance Steps 1 Fill out the headings on DMS Form 5820 R according to task 052 260 1228 in blocks 1 Figures 052 260 1109 1 and 052 260 1190 2 3 101 STP 5 82D12 SM TG Performance Steps 2nd COMP INT 1 Time 1 D
246. stem DGPS Equipment Collect Site Information for Differential Global Positioning System DGPS Planning 1 General 2 Automated Integrated Survey Instrument 052 260 2338 052 260 2340 052 260 2460 052 260 2466 052 260 2470 052 260 2479 052 260 2482 052 260 2491 052 260 2492 052 260 2486 Skill Level 2 Perform Operator Maintenance on Theodolites Supervise Operator Maintenance of Survey Equipment Compute the Instrument Constant for Electronic Distance Measuring Equipment Convert Universal Transverse Mercator UTM Grid Coordinates to Geodetic Coordinates Convert Geodetic Coordinates to Universal Transverse Mercator UTM Grid Coordinates Compute the Convergence Compute Datum Transformations Check Intersection Computations Establish a Declination Station Postprocess Automated Integrated Surveying UNIT Instrument AISI Data 3 Traverse 4 Level 5 Differential Global Positioning System 052 260 2487 052 260 2488 052 260 2489 052 260 2490 052 260 2332 052 260 2333 052 260 2334 052 260 2335 052 260 2504 STP 5 82D12 SM TG Check Horizontal Field Data Check Vertical Angle VA Zenith Distance ZD Field Data Check Distance Data Compute a Geodetic Traverse Perform Operator Maintenance on a Leveling Instrument Check Level Data Download Data From the Differential Global Positioning System DGPS Receiver Process Differential Global Positioni
247. t relevel the antenna and remeasure the HI e Measure the HI once in feet for verification f Have an assistant hold the end of a tape measure on the station and measure to the bottom inside edge of the notches g Measure the HI three times using three sides of the antenna to confirm the HI and to check the level and enter this information on the recording sheet h Measure the HI once in feet for verification 5 Interconnect all required components a Remove the antenna cable and unroll it to its full length b Connect one end of the cable to the antenna and the other end to the receiver c Ensure that there are at least two camcorder batteries in the receiver Connect one 10 ampere hour battery to power port 1 6 Set up the receiver a Turn on the receiver about 10 minutes before the session b Set the MSGR into the Standard Positioning Service SPS mode if not selected 1 Press the CLEAR button Press the CONTROL button Go to menu 7 of 8 Select L1 L2 OPERATION Change L2 TRACKING to the PE SPS mode Press the ENTER button Press the STATUS button NOTE The receiver is now locked onto the satellite vehicles SVs c Press the LOG DATA button d Select MORE e Select SETUP SURVEY CONTROLS f Select MODIFY QUICK START CONTROLS NOTE Normally the settings should be as follows 2 3 4 5 6 7 ELEV MASK 15 MIN SVS 03 MEAN SYNC TIME 15 0 SEC g Select ACCEPT h Select MORE NOTE The MSG
248. test Tell him the location where the monument is to be emplaced Tell him if any required azimuth or reference marks or witness posts are needed Specify the permanent point type to be emplaced at the location and tell him where the required tools and materials are Tell him that this is a group task and that individual and group evaluations will be done Tell him to emplace a permanent survey control point Performance Measures GO NOGO 1 Selected the tools that were needed for the monument to be emplaced or marked 2 Positioned the survey control point so that it could not be destroyed or moved 3 Emplaced the survey monument 4 Established an azimuth or a reference mark or a witness post for each permanent survey control point Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1959 EM 1110 1 1002 STP 5 82D12 SM TG Sketch and Describe the Location of a Survey Control Station 052 260 1213 Conditions As a topographic surveyor in a field environment given Department of the Army DA Form 1958 or 1959 a 1 50 000 map of the area where the control point s are located a plotting scale a compass a 30 meter tape measure a straightedge and an identified survey control station Standards Sketch a
249. th the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to establish a declination station Performance Measures GO NOGO 1 Located a declination station that was convenient to the using unit s and away from magnetic attractions 2 Established a declination station Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1934 3 164 STP 5 82D12 SM TG References Required Related FM 6 2 3 165 STP 5 82D12 SM TG Subject Area 2 Automated Integrated Survey Instrument Postprocess Automated Integrated Surveying Instrument AISI Data 052 260 2486 Conditions As a topographic surveyor given an AISI with data from a survey project field notes for the data coordinates for the project control points used appropriate AISI accessories a desktop personal computer PC with the TerraModel Drafting Program an alternating current AC power source the TerraModel user s manual Defense Mapping School DMS Special Text ST 648 and instructions on how to use the TerraModel Drafting Program and to tran
250. the receiver do not kink the cable d Remove the antenna adapter and tribrach from the tripod e Place all equipment in the correct storage container f Place the cap on the tripod and return it to the travel configuration Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to collect data with the DGPS equipment Performance Measures 1 o N O A PD Transported the equipment to the work site Setup the antenna Entered administrative data on the recording sheet Measured and recorded the antenna s height on the recording sheet Interconnected all required components Set up the receiver Operated the receiver to collect static data Entered the site data into the receiver Entered the site data on the recording sheet Ended the survey Disconnected all components NO GO 125 STP 5 82D12 SM TG Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DMS ST 005 DMS ST 097 3 126 STP 5 82D1
251. the recording sheet a b C d e Identify the possible obstructions to the observation Measure and record the azimuth in degrees and minutes to the center left edge and right edge of the object using a compass Measure and record the vertical angle VA in degrees and minutes to the center left edge and right edge of the object using an inclinometer Describe the object Record multiple measurements for the entire area that a large object covers NOTE Continue observations for all possible obstructing objects 6 Plot the observations on the recording sheet a b C Plot each individual point observed in terms of azimuth and elevation Connect the perimeter of the points Shade in the enclosed area of the obstructing object 7 Identify and record possible radio or multipath problems on the recording sheet Note any large object that may cause a problem with the multipath 8 Reconnoiter the route between all points to be surveyed Identify any overhead obstructions that would prohibit the use of the kinematic survey method on the recording sheet 3 127 STP 5 82D12 SM TG Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting
252. the survey mark If it is not repeat steps 1a through c d Remove the tripod cover and attach the EDME to the tribrach e Move the EDME on the head of the tripod to bring the plumb bob directly over the survey mark The base of the EDME will not overhang the tripod head Firmly tighten the EDME to the tripod f Ensure that the battery is fully charged and attached to the EDME g Level the tribrach bull s eye bubble using the tribrach foot screws 2 Turn on the power and enter the atmospheric data NOTE Refer to the appropriate TM for the EDME being used a Temperature b Barometric pressure c Parts per million ppm value if necessary Refer to Table 052 260 1326 1 to determine the ppm from the mean temperature and barometric pressure Meters Rod in Meters 0 to 27 50 0 01027 ____ 27 0 10 46 8 46 8 to 60 4 89510973 06 Table 052 260 1326 1 Corrections Applied to Distances 3 Align the EDME with the reflector Alternately align the horizontal and vertical tangent screws to acquire a return signal from the reflector 4 Measure and read the distance 5 Repeat performance step 4 for the required number of readings NOTE A complete measurement consists of ten readings For higher order specifications refer to the standards and specifications in DMS ST 031 3 94 STP 5 82D12 SM TG Performance Steps 6 Repeat the observations if the accuracy does not meet the specifications NOTE Readings
253. ting Ee STP 5 82D12 SM TG Performance Steps a Compute the En by using the following formula Record it to three decimal places with the sign in block 16a En computed dN fixed dN 1 Algebraically add the column of dNs to get the computed dN 2 Subtract the fixed starting northing from the fixed ending northing to get the fixed dE b Compute the Ee by using the following formula Record it to three decimal places with the sign in 6b Ee computed dE fixed dE 1 Algebraically add the column of dEs to get the computed dE 2 Subtract the fixed starting easting from the fixed ending easting to get the fixed dE 17 Compute the linear error of closure LEC by using the following formula Record it to four decimals places in block 17 LEC the square root of the sum of the values En squared Ee squared 18 Compute the ratio of closure RC by dividing the length of the traverse in meters by the LEC Use the following formula Round down to the nearest 100 Record the value in block 18 RC 1 length of traverse in meters LEC NOTE The accuracy of a traverse is the ratio of error to the total length of traverse The accuracy is normally expressed as ratio of one to something The RC must meet the specifications for the order of work being performed Third order specifications require an RC of 1 10 000 and are found in DMS ST 031 If the traverse does not meet these specifications no further computations are
254. tion order pass passed barometric pressure mean radius of curvature p squared Prime Power Program p cubed p to the fourth power p to the fifth power pamphlet personal computer politically correct point code private first class pages Primary Leadership Development Course point number Program 0 parts per million program private point of vertical tangency power q squared Q3 Q4 Q5 Q6 QT R RC REC Reciprocal observations REF reg RHO 5 SD sec Sep SGT SIN SL SLC SM SMCT SOP SPHER L SPS SS SSG STP 5 82D12 SM TG q cubed q to the fourth power q to the fifth power q to the sixth power quarterly reverse right radius of curvature rewind reserve component radioelectronic combat not a United States term recorder See reciprocal angles reference Regiment regulation register radius of curvature denoted by P secret safe grid distance geodetic distance second slope distance start solvent dry cleaning self destruct special duty slope distance second section September sergeant sine skill level sea level coefficient soldier s manual soldier s manual of common tasks standing operating procedure spheroidal Standard Positioning Service stringer spacing side shot staff sergeant Glossary 7 STP 5 82D12 SM TG station angle STD STN STP SUST SV T TAN TEL TG TM TNG TOE TRADOC Trk UD US USAPPC USASMA USD UTM V VA
255. to accept and store the corrections if acceptable NOTE A minimum of two pointings must be made and the same number of pointings must be made in the direct and reverse positions 6 Perform the tilt axis test measurements NOTE The collimation test must be performed before the tilt axis test a Press the YES button at the TILT AXIS prompt b Rotate the instrument to the reverse position c Aim the center of the crosshair at a well defined point that is at least 13 5 zenith distance 40 76 5 above the horizon d Press the A M button A beep will sound NOTE A continuous beep will sound if the sighting exceeds the limit If it does reaim the crosshair and press the A M button again e Reaim the crosshair by approaching the target from another direction f Press the A M button g Repeat steps 6c through f in the direct position NOTE A minimum of two pointings must be made and the same number of pointings must be made in the direct and reverse positions h Press the YES button at the STORE prompt which will be displayed if the correction factor just determined is within 00 01 i Press the YES button at the FAIL REMEASURE prompt if the correction factor exceeds 00 01 to repeat the test NOTE If the test continuously fails bad sightings are being made the target is too close or the instrument needs to be readjusted by the manufacturer 7 Set the horizontal plates a Point the instrument at a target
256. ty precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Select and mark three stations The distance between the stations should be greater than 100 meters The instrument will be set up according to task 052 260 1134 and the target will be set up according to task 052 260 1122 The angle between the stations should be greater than 45 Obtain the help of a recorder who is qualified according to task 052 260 1226 Brief Soldier Give the soldier a safety briefing before starting the test Show him the station to be occupied and the two stations to be observed Tell him which station is to be the initial station Tell him to measure horizontal directions with a theodolite Performance Measures GO NOGO 1 Checked the eyepiece for parallax Removed the parallax if it was necessary Checked the level of the instrument Adjusted the instrument if it was necessary Located and focused the station s target to be observed Told the recorder the station name Set the circle settings as provided by the recorder Observed and read the direction to the initial station to the nearest second Observed and read the direction to the forward station to the nearest second A Inverted the telescope resighted on the forward station and
257. ude N 10 000 000 N Use this formula if the station is in the southern latitude Compute the easting prime E by using the following formula and record it in block 6c E IV p V p3 5 5 where IV Tabular value 4 V Tabular value 5 85 Tabular value 5 p 0001 times the difference in longitude or p the difference in longitude divided by 10 000 p3 p cubed p5 p to the fifth power Compute the easting E by using one of the following formulas and record it to three decimal places in block 6d E 500 000 E Use this formula if the station is east of the central meridian of the grid zone E 500 000 E Use this formula if the station is west of the central meridian of the grid zone 7 Sign and date the form in blocks 7 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier Give the soldier a safety briefing before starting the test Tell him to convert geodetic coordinates to UTM grid coordinates Performance Measures GO NOGO 1 Filled in the headings on DA Form 1932 Computed and recorded the difference in longitude 2 3 4 5 Computed and recorded the p value Computed and recorded the values of p2 p3 p4 p5 and Generate
258. ue and solution Inspected the instrument for damage or wear Cleaned the carrying case and replaced the desiccant Tested all the controls for correct operation Tested the horizontal and vertical collimation Inspected the battery and connection accessories if it was appropriate Adjusted the plate level if it was needed Adjusted the circular level if it was needed Adjusted the optical plumb if it was needed Adjusted the tension on the three leveling foot screws if it was needed Tested the instrument s lighting system 3 130 GO NO GO STP 5 82D12 SM TG Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related TM 5 6675 332 10 3 131 STP 5 82D12 SM TG Supervise Operator Maintenance of Survey Equipment 052 260 2340 Conditions As a topographic surveyor in a secure field location during daylight hours with no precipitation given either a traverse a global positioning system GPS or leveling survey equipment a tripod appropriate accessories the maintenance manual or applicable technical manual TM for the equipment the appropriate cleaning materials an adjusting pin an instrument operator and Department of the Army DA Form 2404 Standards Supervise the soldier performing preventative maintenance and checks Instruct the op
259. ule Set the adjustment controls Adjusted the network Displayed and checked the adjustment results Edited the network adjustment results o N O A C PD Readjusted the network Completed a minimally constrained adjustment N Saved the network to disk 3 200 STP 5 82D12 SM TG Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DGPS OPERATOR S MANUAL DMS ST 096 DMS ST 097 3 201 STP 5 82D12 SM TG APPENDIX A DEPARTMENT OF THE ARMY DA FORM 5164 R HANDS ON EVALUATION A 1 This appendix provides a copy of DA Form 5164 R Locally reproduce DA Form 5164 R on 8 1 2 by 11 inch paper A 2 The use of this form is optional but highly encouraged This evaluation allows you to maintain and track the soldier s proficiency at the performance level A 3 Use the following instructions to complete DA Form 5164 R Enter the title and number of the task to be evaluated at the top of the form Enter in column a the number of each performance step from the evaluation guide Enter in column b each performance step from the evaluation guide that corresponds to the number in column a Abbreviate information
260. up the tripod and ensure that it is plumb over the station b Remove the tripod cover and secure it c Place and secure the tribrach on the tripod d Accurately plumb the tribrach over the station and level it using the tribrach s circular bubble e Mount and lock the antenna platform using the two piece tribrach adapter on the tribrach f Orient the antenna to the north g Tighten the horizontal clamp on the tribrach adapter to prevent the antenna from moving h Attach the antenna cable to the receiver and the antenna i Check the tribrach s level bubble and relevel if necessary 3 Enter administrative data on the recording sheet 4 Measure and record the antenna s height on the recording sheet NOTE The height of the antenna can be measured by using a four section collapsible HI rod or a tape measure Use steps 4a through e when using the HI rod and steps 4f through h when using the tape measure Indicate the method used to measure the HI a Assemble the four section collapsible HI rod b Place the point of the HI rod at the center of the station c Read the Hl rod graduations from the bottom inside edge of the notches 3 123 STP 5 82D12 SM TG Performance Steps d Measure the HI three times using three diametrically opposite holes to confirm the HI and enter this information on the recording sheet Check the antenna to see if it is level All three measurements should be within 1 millimeter of each other If they are no
261. ure EC and the allowable error AE for the completed level line a Tabulate the one way distances for the F DIST and B DIST runs of the section and circle the shorter of the two and enter the amount in block 13a 3 113 STP 5 82D12 SM TG Performance Steps b C d Tabulate the differences in elevation for the FDE and BDE runs of the section and enter this amount in block 13b Algebraically add the two DEs and list the sum as EC to represent the EC for the section Record this sum to four decimal places in block 13c Determine the AE to third order specification for the section and enter it in block 13d Use the following formula AE 0 012 meters times the square root of the distance in Km where Km Shortest one way distance of the section in kilometers Truncate and enter the AE to four decimal places in block 13e The section is good or has met the specifications if the EC is equal to or less than the value for the AE Conduct a final check Both the instrument operator and the computers for the project will conduct a final check Each person will initial the form in blocks 13f 14 Initial the form in block 14 Evaluation Preparation Setup Provide the soldier with the items that are listed in the conditions statement Ensure that all safety precautions are followed The evaluator will prepare the field area and equipment in advance to ensure that the task standards can be met Brief Soldier
262. ures is important At least three measurements within 01 foot should be made from the station to any permanent marks features or structures that would permit relocating the spot where an instrument was centered Good judgment should be exercised as to how far these measurements should be made It is recommended that they be made to items which are not in the immediate vicinity of the station Angles should also be turned to these items particularly where no azimuth mark or marks have been established b VIEW Provide information on height of tower or stand used in occupying or establishing the station and information on view from a normal tripod i e a 50 foot tower was used at the station view from a tripod height is clear to the south and east but is obstructed by rise in ground by 50foot trees to the north and west c PHOTOGRAPHIC IDENTIFICATION Provide when possible two measurements from the station to natural or cultural features which might be visible on aerial photography and a description of the terrain If photographs are available identify the station thereon and note estimated accuracy of the identification d NOTES ON RECOVERED STATIONS A diligent search should be made for ALL previously established stations in the vicinity and no station should be reported as destroyed unless conclusive evidence of destruction is present A statement of the diligence of the search and reason for the nonrecovery of a previou
263. ustment module a Select ADJUST from the GPSurvey main menu b Select the global positioning system GPS network icon and double click on it 2 Build the network from the TRIMVEC directory a Select BUILD THE GPS NETWORK b Clear the current network before adding vectors c Check the network status display Ensure that the following information is correct 1 Network the name of the network 2 Datum the current datum 3 Solutions the number of solution files loaded 4 Baselines the number of GPS vectors in the network 5 Unique vectors the total baselines minus the number of redundant measurements 6 Stations the number of stations in the network d Select VIEW VECTORS Inspect the result to see if the vectors are reasonable for the equipment and techniques used For example when observing a static session expect an error of 5 millimeters 1 parts per million ppm for each kilometer of the baseline length e Press the escape ESC button to exit the network map 3 Summarize the network a Check the APPARENTLY DUPLICATED STATIONS look for naming problems b Check the REDUNDANT BASELINES look for redundancy and for errors c Check the GLOBAL NETWORK CLOSURES look for decimeter or greater errors NOTE List any problems found by solution number and by station or stations 4 Save the GPS network to a disk 5 Enter the network adjustment module Select NETWORK ADJUSTMENT 6 S
264. w the procedures and minimum requirements for setting up each type of monument a Emplace precast concrete or cut stone monuments see Note 1 1 Dig a hole deep enough to accommodate the main monument as well as the subsurface marker if required Dig the hole as narrow as possible so that the main monument when tamped in place will fit with as little chance of lateral movement as possible 2 Go to step 3a 4 if a subsurface marker is not required If a subsurface marker is required emplace the subsurface marker set up a plumb bench over the hole mark the plumb position on the horizontal board and remove one nail and slide the board out of the way making sure that the stakes are not moved 3 Cover the subsurface marker with 0 06 meters of sand or soil Whenever a survey marker disk is used to mark the plumb point and identify the station name mark the disk before putting it in the monument see Note 2 4 Insert the permanent monument in the hole and have at least two other people support it until the rest of the hole is filled and tamped as required If a subsurface marker is used align the plumb mark of the stone with the mark on the plumb bench before backfilling the hole The amount of exposed stone on the surface depends on the type of monument being emplaced and the project or mission directive 5 Establish azimuth and reference marks as required STP 5 82D12 SM TG Performance Steps NOTES 1 A precast concrete monu
265. w to do it correctly References Required Related DA FORM 1943 DA FORM 5817 DMS ST 031 3 171 STP 5 82D12 SM TG 3 172 STP 5 82D12 SM TG Check Distance Data 052 260 2489 Conditions As a topographic surveyor given Department of the Army DA Form 5819 or National Imagery and Mapping Agency NIMA Form 8900 2 the project directive a scientific calculator and Defense Mapping School DMS Special Text ST 031 Standards Check distance data All entries on DA Form 5819 or NIMA Form 8900 2 must be complete neat and legible and conform to third class specifications and the unit s standing operating procedure SOP Correct any errors or omissions that are found Performance Steps 1 Check DA Form 5819 or NIMA Form 8900 2 to ensure that all entries are complete neat and legible and that the Project name and organization blocks are complete and accurate Date and approximate distance blocks are complete and accurate Azimuth of line mean latitude and calibration date blocks are complete and accurate Observer and recorder blocks are complete and accurate Master remote or instrument target blocks are complete and accurate Height of instrument HI height of target HT eccentricity and instrument target numbers blocks are complete and accurate 2 Check DA Form 5819 Form 8900 2 to ensure the accuracy of distances measured Note any errors or omissions Ensure that a
266. where appropriate Abstracted the observed VAs ZDs from DA Form 5817 Computed and entered the mean VA ZD DA Form 1943 Ensured that the VAs ZDs met the rejection limits Completed the data on the target shown on DA Form 1943 o N O C Signed and dated DA Form 1943 Evaluation Guidance Score the soldier GO if all steps are passed P Score the soldier NO GO if any step is failed F If the soldier fails any step show him how to do it correctly References Required Related DA FORM 1943 DA FORM 5817 DMS ST 031 STP 5 82D12 SM TG Absiract Horizontal Angles HAs 052 260 1314 Conditions As a topographic surveyor in a field environment given observed horizontal directions Department of the Army DA Form 1916 a scientific calculator and Defense Mapping School DMS Special Text ST 031 Standards Abstract horizontal directions Sum and mean the seconds of observed angles Reject observations that fall outside the mean rejection limits as prescribed by DMS ST 031 Compute the horizon closure and corrected angles All entries must be neat and legible Performance Steps 1 Fill out the headings on DA Form 1916 in blocks 1 Figures 052 260 1314 1 and 052 260 1314 2 STP 5 82D12 SM TG Performance Steps ABSTRACT OF HORIZONTAL DIRECTIONS For use of this form see 3 34 331 the proponent agency is TRADOC LOCATION
267. y Correspondence Course Program adjust atomic energy allowable error angular error of closure automatic integrated survey instrument advanced individual training annually Advanced Noncommissioned Officers Course Antenna approximate April Army regulation armor Army Training and Evaluation Program attention August STP 5 82D12 SM TG Glossary 1 STP 5 82D12 SM TG AZ B B DIST B6 BA BDE BM BNCOC BS BW C6 CHRON Cl CL CM CMF Comp CORR CORR N COS CPL CSM D6 DA Form DA Pam DA DCSOPS Glossary 2 azimuth width of the T beam width of the stringers filler block backward bulb backward distance Table value B6 biannually brigade backward difference in elevation bimonthly benchmark Basic Noncommissioned Officers Course backsight biweekly Table value C6 chronological counterintelligence coordinating installation close internal combat lifesaver centerline clear centimeter s career management field Compressor computer correction correction cosine corporal command sergeant major a common size deflection depth of stringers slab depth fill depth depth cover ratio direct difference in elevation Table value D6 Department of the Army Form Department of the Army Pamphlet Department of the Army Deputy Chief of Staff for Operations and Plans DDD MMSS DE Dec Delta northing DH DIFF DIST DMS DN DPGS DV E1 E2 E3 E4 E5 E

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