United Technical Institute Landscape Buffer: Case Study

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CM 22 Construction Documents Problem 3 (P3)—United Technical Institute Landscape Buffer Spring 2013 Reading: UTI Project Manual and Drawings, in SacCT Instructions: This assignment is open book, open notes, and you are free to discuss it with your classmates. The purpose of this assignment is to help you become familiar with the drawings and specifications for the UTI Natomas Landscape Buffer project. You are expected to spend several hours reviewing the drawings and reading the specifications over the next week. The following is a list of questions pertaining to both the drawings and specifications for the project to help you in this process. Your assignment is to have completely reviewed the drawings and specifications for this…show more content…
| List the various types of insurance a contractor must carry in order to comply with the contract. | | | | | | | | | | | | | | Question 8. | Who is responsible for obtaining the necessary permits required for performance of the work? | | | | | | | | | | | | | | Question 9. | Who is responsible for protecting existing Owner facilities during the performance of the work? | | | | | | | | | | | | | | Question 10. | If the owner decides to utilize a certain portion of the work prior to full project completion, is the contractor still responsible for maintaining and/or making repairs to that portion of the work that the owner utilizing? | | | | | | | | | | | Geotechnical Report | | | Question 11. | What are the existing conditions of the site? | | | | | | | | | | | | | | Question 12. | At what depth should one expect to find groundwater? | | | | | | | | | | | | | | Question 13. | Based on the description of work provided in earlier sections of the project manual, is it reasonable to assume that groundwater will or will not become an issue when excavating for the work? |…show more content…
| | | | | | | | | | | | | | Question 21 | How wide is the AC access trail? | | | | | | | | | | | | | | Question 22 | How wide is the DG (decomposed granite) path adjacent to the AC access trail? | | | | | | | | | | | Review Sheet C-4.0 | | | Question 23 | What is the structural section for the asphalt access trail? | | | | | | | | | | | | | | Question 24 | What is the structural section of the concrete swale? | | | | | | | | | | | | | | Question 25 | What is structural section of the city-standard driveway approach? | | | | | | | | | | | General (both drawings and specs) | | | Question 26 | What are the grading tolerances for the AC access trail subgrade? | | | | | | | | | | | | | | Question 27 | What is the engineer’s estimated quantity of excavation? Of embankment? | | | | | | | | | | | | | | Question 28 | What are the compaction requirements for “embankment” or “engineered fill”? | | | | | | | | | | | | |

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