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40 • N r TASK G: CULVERTS Pv 1. Per the Indian River County Utilities Required Survey Information, all existing drahuige pipe crossings and driveway culverts are to be field located. Type, sizes and the inverts of all drainage pipe culverts will be obtained and shown on the drawing. TASK H: TOPOGRAPHIC FEATURES 1. Per the Indian River County Utilities Required Survey Information, existing driveway widths and types, fences, trees, or shrubbery, mailboxes, flagpoles and all other visible features are to be located. In addition, the OWNER AND CONSULTANT agree to note on the plan the location of existing wells. TASK I: SURVEY PRODUCT 1. We will provide the owner a survey master file every 30 days. The master file will contain all completed surveying data to date on a digital drawing format. It will be the owner's responsibility to create all view ports, x -sections and other drafting methods as required to prepare finalized engineering plans except as defined in Task "D". Upon completion of the survey, we will prepare a signed and sealed surveyors report and the overall survey digital master file. SECTION 3 - OWNERS RESPONSIBILITIES The OWNER will provide all in-house documentation pertinent to the project as required by the CONSULTANT and meet monthly with the CONSULTANT. The CONSULTANT will begin the survey upon formal authorization from the OWNER. The CONSULTANT shall complete the survey 6 months (180 days) after the formal authorization. SECTION 5 - PERIODS OF SERVICE INDIAN RIVER COUNTY UTILITIES REQUIRED SURVEY INFORMATION A. All survey data required is to be drawn in complete survey form (drawings will be used to show proposed construction. Drawings to be furnished to Indian River County on Mylar 1" = 50 (as a hard copy) and on a 3 1/2" diskette or CD ROM in Auto Cad Version 14 with state plane coordinates. Three (3) signed and sealed surveys are to be submitted. The following items are required to be shown on right-of-way and/or easement maps as follows: 1. All maps to be prepared to meet the minimum requirements of Chapter 61G17 the Florida administrative code pursuant to ChBY er 472 Of ths, ;;oiidit Siaiuie 2. Existing right-of-way limits and/or easements within the limits of construction. 3. Survey baseline stationing shown on the survey plan every 100' and control points set every 500' and at angle change of direction in the field. Bearings on distances will be shown on the drawing. 4. Project to be tied to two (2) section corners or''/. section corners and shown on the drawing. 5. Horizontal and vertical control to be complete and shown per current state statute. 6. Show cross section elevations at grade every 100' for gravity sewer line construction and 500' for water line and force main construction. Elevations that reflect any significant change in grade between the previously stated footage, shall be shown on the plans (Modified: See JADANAtSPECIPIC WORK AUMORIZATION.doc