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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

Auditing: A Risk Based-Approach to Conducting a Quality Audit
Auditing: A Risk Based-Approach to Conducting a Quality Audit
10th Edition
ISBN:9781305080577
Author:Karla M Johnstone, Audrey A. Gramling, Larry E. Rittenberg
Publisher:Karla M Johnstone, Audrey A. Gramling, Larry E. Rittenberg
Chapter8: Specialized Audit Tools: Sampling And Generalized Audit Software
Section: Chapter Questions
Problem 62RSCQ
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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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