Res 2002-090 - Laserfiche WebLink

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n. Storm sewer manholes; o. Storm sewer inlets; p. Mail boxes; q. Signs. 1.2.7 Download Data and prepare DTM file 1.3 TASK 2 - PRELIMINARYIFINAL PLAN PREPARATION The Engineer will prepare the following for approximately 1300 LF of sanitary sewer and 300 LF of pavement improvement: 1.3.1 Intake electronic survey data and transfer to Microstation format to be used for plan preparation. 1.3.2 Conduct one site visit with the survey information in hand and field verify all information collected. 1.3.3 Obtain videotapes of the existing wastewater line and view them in conjunction with the video tape logs to become familiar with the location of existing services that will need to be transferred to the new wastewater line. 1.3.4 Conduct utility research by obtaining existing utility information from the City of San Marcos and other utility entities. 1.3.5 Transfer information gathered in items 1.3.2, 1.3.3, and 1.3.4 to the existing survey and prepare plan and profile sheets. 1.3.6 Prepare a traffic control plan for construction activities. 1.3.7 Prepare an erosion and sedimentation control plan for construction activities. 1.3.8 Prepare, one time, an 80% submittal for the City of San Marcos which will consist of a cover sheet, a general notes sheet, plan and profile sheets for the proposed wastewater line along Bishop Street and the extension of Progress Street (to include paving and drainage, water, and wastewater), the necessary number of detail sheets, an erosion and sedimentation control sheet, and a traffic control sheet. 1.3.9 Upon receiving comments from the City of San Marcos, the engineer will address all City comments and complete the preparation of construction plans. 1.3.10 Prepare specifications. Carter & Burgess2.wpd ,., -'