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Homework 3-Leveling Students, Please calculate the "blanks" in the field book exhibit below. One fact that I need to make sure I state is that every surveyor has their own methodology of several tasks (note taking, how to calculate, techniques for setting up equipment, etc.). The important component to remember is that whether you might consider a certain technique or calculation unusual, the final result should be the same and should be clearly understood by multiple parties. I hope this makes sense to you. But, as always, please reach out if you have any questions or would like to discuss this further. For this assignment, consider "NAIL" as your Benchmark elevation. Then calculate the elevations of the 2 HI elevations, SS1, SS2, TP1. Then, show the amount of error when you close the level loop on NAIL. (Abbreviations used: SS-Sanitary Sewer manhole, TP-Turn Point, PP=Power Pole, INT=Roadway Intersection) NOTE: These notes were documented using the 3 wire leveling technique. The middle number with the checkmark is the verified reading to be used for your calculations. HI - NAIL 4.13 ELEV DESC 3656.86 60D NAIL / PP - SW INT SOCIORRO RD & VALLART 3.55 2.96 6.50 SSI 6.01✓ 30 o/s RT (PT 120) 5.52 6.55 552 5.96✓ 21 0/5 LT (PT 119) 5.38 6.96 TPI 6.43 MH7 5-90 NAIL 2.20 6.679 3.15 4.38 3.79 3.21

Homework 3-Leveling Students, Please calculate the "blanks" in the field book exhibit below. One fact that I need to make sure I state is that every surveyor has their own methodology of several tasks (note taking, how to calculate, techniques for setting up equipment, etc.). The important component to remember is that whether you might consider a certain technique or calculation unusual, the final result should be the same and should be clearly understood by multiple parties. I hope this makes sense to you. But, as always, please reach out if you have any questions or would like to discuss this further. For this assignment, consider "NAIL" as your Benchmark elevation. Then calculate the elevations of the 2 HI elevations, SS1, SS2, TP1. Then, show the amount of error when you close the level loop on NAIL. (Abbreviations used: SS-Sanitary Sewer manhole, TP-Turn Point, PP=Power Pole, INT=Roadway Intersection) NOTE: These notes were documented using the 3 wire leveling technique. The middle number with the checkmark is the verified reading to be used for your calculations. HI - NAIL 4.13 ELEV DESC 3656.86 60D NAIL / PP - SW INT SOCIORRO RD & VALLART 3.55 2.96 6.50 SSI 6.01✓ 30 o/s RT (PT 120) 5.52 6.55 552 5.96✓ 21 0/5 LT (PT 119) 5.38 6.96 TPI 6.43 MH7 5-90 NAIL 2.20 6.679 3.15 4.38 3.79 3.21

Fundamentals Of Financial Management, Concise Edition (mindtap Course List)
Fundamentals Of Financial Management, Concise Edition (mindtap Course List)
10th Edition
ISBN:9781337902571
Author:Eugene F. Brigham, Joel F. Houston
Publisher:Eugene F. Brigham, Joel F. Houston
Chapter9: Stocks And Their Valuation
Section: Chapter Questions
Problem 7TCL
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Homework 3-Leveling Students, Please calculate the "blanks" in the field book exhibit below. One fact that I need to make sure I state is that every surveyor has their own methodology of several tasks (note taking, how to calculate, techniques for setting up equipment, etc.). The important component to remember is that whether you might consider a certain technique or calculation unusual, the final result should be the same and should be clearly understood by multiple parties. I hope this makes sense to you. But, as always, please reach out if you have any questions or would like to discuss this further. For this assignment, consider "NAIL" as your Benchmark elevation. Then calculate the elevations of the 2 HI elevations, SS1, SS2, TP1. Then, show the amount of error when you close the level loop on NAIL. (Abbreviations used: SS-Sanitary Sewer manhole, TP-Turn Point, PP=Power Pole, INT=Roadway Intersection) NOTE: These notes were documented using the 3 wire leveling technique. The middle number with the checkmark is the verified reading to be used for your calculations. HI - NAIL 4.13 ELEV DESC 3656.86 60D NAIL / PP - SW INT SOCIORRO RD & VALLART 3.55 2.96 6.50 SSI 6.01✓ 30 o/s RT (PT 120) 5.52 6.55 552 5.96✓ 21 0/5 LT (PT 119) 5.38 6.96 TPI 6.43 MH7 5-90 NAIL 2.20 6.679 3.15 4.38 3.79 3.21
Transcribed Image Text:Homework 3-Leveling Students, Please calculate the "blanks" in the field book exhibit below. One fact that I need to make sure I state is that every surveyor has their own methodology of several tasks (note taking, how to calculate, techniques for setting up equipment, etc.). The important component to remember is that whether you might consider a certain technique or calculation unusual, the final result should be the same and should be clearly understood by multiple parties. I hope this makes sense to you. But, as always, please reach out if you have any questions or would like to discuss this further. For this assignment, consider "NAIL" as your Benchmark elevation. Then calculate the elevations of the 2 HI elevations, SS1, SS2, TP1. Then, show the amount of error when you close the level loop on NAIL. (Abbreviations used: SS-Sanitary Sewer manhole, TP-Turn Point, PP=Power Pole, INT=Roadway Intersection) NOTE: These notes were documented using the 3 wire leveling technique. The middle number with the checkmark is the verified reading to be used for your calculations. HI - NAIL 4.13 ELEV DESC 3656.86 60D NAIL / PP - SW INT SOCIORRO RD & VALLART 3.55 2.96 6.50 SSI 6.01✓ 30 o/s RT (PT 120) 5.52 6.55 552 5.96✓ 21 0/5 LT (PT 119) 5.38 6.96 TPI 6.43 MH7 5-90 NAIL 2.20 6.679 3.15 4.38 3.79 3.21
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