surveying iii (topographic and geodetic surveys) - Modern Prepper

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A horizontal scale of 1:12,000 and a vertical scale of 1 inch equal to 100 feet. An adequate coverage area of the primary and approach surfaces. A plan view of the runway as on the AP. A profile view of objects carried in the plan view. A profile view of objects penetrating the approach surfaces. The correct approach surface or precise-instrument-runway (PIR) surface. The correct numbering scheme of objects in the profile. A north arrow.NOTE: A PIR has an existing instrument approach procedure using an ILS or PAR. A PIR alsorefers to a runway for which a precision approach system is planned and is so indicated by anFAA-approved airport layout plan, a military service military airport layout plan, any other FAAplanning document, or a military service military airport planning document.d. Tabulated Operational Data. The TOD should show-- The airport location point (ALP) listed in degrees and minutes. The ARP listed in degrees, minutes, and three-decimal-place seconds. A runway data table with runway numbers, appropriate latitude and longitude coordinates,and TDZE elevations. The geodetic azimuth from approach end to stop end, reckoned from the north. Additional information pertaining to runways with DTs.e. Notes and Legends. A detailed explanation of what pertinent information to depict is included inFAA 405, Section 10.1.6. The NL should include the-- Horizontal and vertical data. Map projection. Airport elevation.EN0593 6-12
Legend. Graphic horizontal and vertical scales.f. Forms. In addition to the AOC, each airfield report requires the completion of a-- DA Form 5821. DA Form 5822. DA Form 5827.DA Form 5821 is a tabulation of all the information obtained from the survey. Figure 6-4, page 6-14shows an example of a completed airfield compilation report. Table 6-6, page 6-15 includes instructionsfor completing this form.g. Precision Approach Radar or Ground-Controlled Approach (GCA) Data. Enter this data on DAForm 5822. The completion of this form is self-explanatory. A sample form is show at Figure 6-5.page 6-16.h. Instrument Landing System Data. Enter this data on DA Form 5827. The completion of thisform is self-explanatory. A sample form is shown at Figure 6-6, page 6-17.6-13 EN0593
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SUBCOURSEEN0593EDITIONAUNITED STATE
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TERMINAL LEARNING OBJECTIVE:ACTION:
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Part G: Adjusting Precise-Positioni
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PART A - FIGURES OF THE EARTH1-1. T
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Figure 1-2. Flattening Fractiona. T
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1-3. Geoid. In geodesy, precise com
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point in the survey to provide the
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one side of a triangle and all of t
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Figure 1-10. Simple Triangulation N
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observation, contains a light sourc
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of a horizontal rod with a small sp
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The Airy theory, announced by G. B.
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Figure 1-15. Products of the Gravim
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a. If the shape of the earth was ex
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Figure 1-16. Single Astronomic Stat
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Figure 1-17. Astro-Geodetic Deflect
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Figure 1-19. Astro-Geodetic Datum O
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(c) The significance of a gravity-o
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absolute deflections of the vertica
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Figure 1-23. Preferred Datumsa. The
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1-17. The World Geodetic System. Be
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Figure 1-25. Using the Same Referen
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LESSON 1PRACTICE EXERCISEThe follow
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12. Which of the following is assum
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LESSON 1PRACTICE EXERCISEANSWER KEY
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THIS PAGE IS INTENTIONALLY LEFT BLA
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for all military and civilian activ
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i. Additional support for other top
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2-7. Status. At present, topographi
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in both. (North American Datum of 1
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water can impede leveling operation
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A field recording booklet. A single
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PART I - OFFICE WORK2-24. General.
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PART J - SURVEY COMMUNICATION2-28.
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length or side is known, and all th
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second-order, Class I net. The leng
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The number of observations required
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to perform the reconnaissance. Fail
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and cultivated, or fields may have
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e an alphanumeric symbol that is st
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2-53. Intervisibility of Stations.
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station is (K/2) 2 x 0.0676, or one
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Figure 2-8. Similar Triangles Solut
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2-54. Height of Obstructions. It is
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authorized to change the name, it s
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Figure 2-12. Cells Connected in Par
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added as the cells weaken. Three un
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Figure 2-16. Construction Details f
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2-60. Wooden Towers. When it become
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11. The face of the 5-inch signal l
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average line in a triangulation sys
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3-4. Slope Measurements. The slope
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strip as close as possible to its f
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. Sight along the tops of both of t
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Column 1. Record the station number
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stake to steady it. With the back o
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Figure 3-3. DA Form 4446 (Sample of
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micrometer in this optical system i
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laterally across the front of the e
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Figure 3-7. Horizontal Circle and M
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out of adjustment. If the index mar
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(1) In order to avoid instrumental
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location of the vertical circle on
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Figure 3-13. Open Traversec. Closed
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designate the exact point of refere
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example, a line with an azimuth of
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When adjusting a traverse that star
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11. The unit of graduation on a hor
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THIS PAGE IS INTENTIONALLY LEFT BLA
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differential leveling. The theodoli
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additional runs are made due to exc
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Figure 4-2. Wild N-3 Precision Leve
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(8) Loosen the azimuth clamp (13),
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4.7. Miscellaneous Equipment. In ad
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(2) To check for gross errors in th
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(a) (1) Begin by completing the inf
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Set up and level the instrument. Re
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Figure 4-8. Sun and Wind Code(5) Th
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(10) Enter the interval between the
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Figure 4-9. Closed-Circuit River Cr
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Figure 4-11. Sample DA Form 5820 (R
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is 0. When the telescope is pointed
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stations. However, since all statio
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a. Complete the heading, as shown.b
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a. (1) Enter the date, as in the sa
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11. The maximum length of site to o
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PART A - GLOBAL POSITIONING SYSTEM
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5-7. Pseudorange. A pseudorange is
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5-15. Number of Pseudorange Observa
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i. Probable Error Measures. The acc
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Table 5-1. Representative GPS Error
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Table 5-2. Carrier Phase Trackinga.
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exercise extreme caution in applyin
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not be designed or performed to ach
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Table 5-3. GPS-S Design, Geometry,
Page 206 and 207: f. Multiple/Repeat Baseline Connect
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Page 210 and 211: Figures 5-4. PDOP Versus Time PlotP
Page 212 and 213: e. Field Processing and Verificatio
Page 214 and 215: All carrier phase relative-surveyin
Page 216 and 217: time spent and the cost of conducti
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Page 220 and 221: 5-37. General. GPS baseline solutio
Page 222 and 223: (1) Receiver Time. This technique u
Page 224 and 225: NOTE: Repeated baselines should be
Page 226 and 227: 5-43. Loop Closure Checks. Postproc
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Page 230 and 231: This will ensure that future work w
Page 232 and 233: may (and usually does) far exceed t
Page 234 and 235: important in evaluating the overall
Page 236 and 237: i. Relative GPS baseline standard e
Page 238 and 239: LESSON 5PRACTICE EXERCISEThe follow
Page 240 and 241: 12. When the networking method is s
Page 242 and 243: LESSON 5PRACTICE EXERCISEANSWER KEY
Page 244 and 245: THIS PAGE IS INTENTIONALLY LEFT BLA
Page 246 and 247: FAR-77 obstructions. Aircraft-movem
Page 248 and 249: Figure 6-1. Imaginary SurfacesEN059
Page 250 and 251: Figure 6-3. Approach Surfacesa. Fed
Page 252 and 253: . Federal Aviation Regulation-77, S
Page 254 and 255: Table 6-4. Airport Obstruction Accu
Page 258 and 259: Figure 6-4. Sample DA Form 5821 (Ai
Page 260 and 261: Figure 6-5. Sample DA Form 5822 (PA
Page 262 and 263: LESSON 6PRACTICE EXERCISEThe follow
Page 264: LESSON 6PRACTICE EXERCISEANSWER KEY
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