Preview

Netw310 Week #4

Satisfactory Essays
Open Document
Open Document
313 Words
Grammar
Grammar
Plagiarism
Plagiarism
Writing
Writing
Score
Score
Netw310 Week #4
NETW310
09/30/2012
Lab #4, Installation in the Outside Plant

Lab Report

Each answer is worth seven points.

Use a red colored font for you answers.

Place the answers below the questions.

1. May we dig a trench across the city street shown in this lab?
a. Yes we can, we must follow all the rules prior to being allowed to make the trench, which is getting all the required permits.
2. Who issues the permit for this work?
a. The Department of Engineering Services of the city issues the permit.
3. Must we submit construction plans to the city?
a. Yes, a construction plan must be sent to the city with the completed application.
4. Once the permit is issued, how long must we wait before commencing work?
a. Once the permit is issued, the permittee will have to give the Department of Engineering Services a minimum notice of 48 hours prior to commencing work.
5. How deep must the cable be buried?
a. The cable must be 42 inches under the top of the pavement.
6. What are the exact detailed compaction requirements as listed in the manual provided by the city for restoration of any surface that is trenched?
a.
7. Is the company we hire to do the work required to be registered in any way?
a. Yes, the company we hire must be certified to work within public rights-of-way.
8. What is a right-of-way?
a. Anything that goes beyond the property that you own or that is controlled by the customer is considered a right of way.
9. When is interference with traffic flow allowed?
a. Interference with traffic flow is allowed between 8:30am to 4:30pm.
10. During what hours may work not be done?
a. Hours that work should not be done are between 10:00pm to

You May Also Find These Documents Helpful

  • Satisfactory Essays

    Bcom275 Week 1

    • 443 Words
    • 2 Pages

    What was the message?The message was the job description for the job I was applying for.…

    • 443 Words
    • 2 Pages
    Satisfactory Essays
  • Satisfactory Essays

    ISCOM 305 Week 4 Summary

    • 372 Words
    • 4 Pages

    Never submit the first draft of a paper. Always revise your first draft and make improvements. Instead of just going over it, create a second draft as well. You should edit the second paper and then make changes. By doing so, you can be sure that everything of importance is in your paper.…

    • 372 Words
    • 4 Pages
    Satisfactory Essays
  • Better Essays

    Soil is a non-homogenous blend of many materials. There are many factors that need to be considered when digging trenches in soil. To analyze the stability of unsupported trenches, the method selected will depend on the critical nature of the project, economics, and the amount of time available for design. For shallow utility line excavations, where time and economics are at a premium, a rapid technique for evaluating the critical depth and the maximum safe slope is required. The maximum safe slope is identified as the "angle of repose." The use of stability charts or tables coupled with a few simple equations is the most efficient approach.…

    • 1021 Words
    • 5 Pages
    Better Essays
  • Satisfactory Essays

    Issuance of a Caltrans Encroachment Permit will be required for any work or construction performed within, under, or over the State Right-of-Way. All comments above should be addressed prior to proceeding with the Encroachment Permit process. Review and approval of street, grading, and drainage construction plans will be necessary prior to permit issuance. Information regarding permit application and submittal requirements may be obtained at:…

    • 661 Words
    • 3 Pages
    Satisfactory Essays
  • Good Essays

    4. Relativism, legalism, and absolutism are all considered to be challenges to the study of ethics.…

    • 524 Words
    • 5 Pages
    Good Essays
  • Powerful Essays

    Regarding to our meeting dated July 30, 1993; WestBan Construction Limited needs City’s approval for extra time and cost to precede with additional scope of the construction work (changing slope in North and East banks, adding required shoring for stabilizing the soil, leaving shoring in the ground, pouring tank concrete walls instead of shotcrete), according to the option B for both North and East Slopes (Attachment F2), the chosen schemes for slope remedies are attached in this document.…

    • 1987 Words
    • 12 Pages
    Powerful Essays
  • Satisfactory Essays

    week7 eth125

    • 733 Words
    • 3 Pages

    Gunnar Myrdal, in An American Dilemma (1944), observed that an experience parallel to that of __________ was found among __________.…

    • 733 Words
    • 3 Pages
    Satisfactory Essays
  • Powerful Essays

    Ce Practical Notes

    • 18598 Words
    • 75 Pages

    Preface 1. Bridge Works 2. Concrete Works 3. Drainage Works 4. Geotechnical Works 5. Marine Works 6. Piles and Foundation 7. Roadworks 8. Steelworks 9. Waterworks and Tunneling 3 4 23 48 63 74 81 94 112 119…

    • 18598 Words
    • 75 Pages
    Powerful Essays
  • Powerful Essays

    Retaining Wall

    • 3667 Words
    • 15 Pages

    INTRODUCTION The purpose of this paper is to describe the application, construction process, and design methods for diaphragm walls, since this topic has not been addressed much if at all at previous Hershey conferences. Diaphragm walls are a method of creating a cast in-situ reinforced concrete retaining wall using the slurry supported trench method. As such, they are often known as slurry walls. However, the term “diaphragm walls” Concrete diaphragm slurry walls were first introduced in the United States in the 1960s, and have found a niche in urban environments such as Boston, New York City, and Washington, DC. APPLICATIONS Diaphragm walls are most commonly used : • • • • • in areas with dense and historic urban infrastructure, where a very rigid earth retention system is required, where noise and vibration must be limited, where the geology and groundwater preclude the use of conventional earth retention systems and/or where dewatering is not practical…

    • 3667 Words
    • 15 Pages
    Powerful Essays
  • Powerful Essays

    * Rehabilitation and widening of the existing structures including bridges, culverts, ROBs, underpasses, grade separators etc and design of new ones.…

    • 1849 Words
    • 8 Pages
    Powerful Essays
  • Good Essays

    Civil Engineering

    • 723 Words
    • 3 Pages

    The maximum differential settlement in foundation on clayey soils and sandy soils should not exceed 40mm and 25 mm respectively. The maximum settlement should generally be limited to the following values:…

    • 723 Words
    • 3 Pages
    Good Essays
  • Satisfactory Essays

    Bore Holes

    • 308 Words
    • 2 Pages

    * When a pile is completed at least 24 hours must be allowed before any more piles can be placed in the surrounding area…

    • 308 Words
    • 2 Pages
    Satisfactory Essays
  • Good Essays

    Since both Circuitron Corporation and the property owner, 82 Milbar Boulevard Corp., had filed for bankruptcy in 1986 and 1987, respectively, EPA performed the Remedial Design and Remedial Action (RD/RA) for the site. And ICF Corporation and Ebasco Services Incorporated respectively performed the Remedial Design in the OU-1 ROD and OU-2 ROD on behalf of EPA. For the Remedial Action, EPA entered into an interagency agreement (IAG) with the U.S. Army Corps of Engineers (USACE) for the implementation of construction. USACE contracted with Sevenson Environmental Services, Inc. to implement the remedial activities selected in the OU-1 ROD, and URS Corporation to implement the remedial activities selected in the OU-2 ROD.…

    • 822 Words
    • 4 Pages
    Good Essays
  • Powerful Essays

    Soil Exploration

    • 2527 Words
    • 11 Pages

    The function of a well laid foundation is to support the loads resting on it without exerting excessive stress on the soil masses beneath it. Stress is considered excessive if a person witnesses complete rupture of the soil mass or when results of soil exploration obtain information about the subsurface parameters and conditions as part of site investigation. In general, it deals with determining the suitability of the site for the proposed construction. This consists of determining the profile of the soil deposits at and near the site. It mainly consists of taking the soil samples and checking the engineering properties of the soil while testing it in Situ as stated earlier. Therefore, this becomes apparent that one of the most vital things and steps to consider in the solution of foundation problems is determining the underground conditions of the soil that would affect the design. Field and lab investigations are required to obtain the necessary information about hydrology, geology, and soil conditions. This means verifying the Geotechnology properties of the soil before any construction can take place and the performance of various soil types encountered when acted upon by a structural weight, temperature, and water. They should consist of sub-surface investigation or better known as soil exploration methods.…

    • 2527 Words
    • 11 Pages
    Powerful Essays
  • Satisfactory Essays

    Save Monuments

    • 251 Words
    • 2 Pages

    There would be a further 200 metres of regulated area. Construction in this area could be possible but it’d be strictly according to heritage bylaws.…

    • 251 Words
    • 2 Pages
    Satisfactory Essays