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Res 2010-156 (Tabled)
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Res 2010-156 (Tabled)
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1/25/2011 10:08:51 AM
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12/29/2010 10:18:35 AM
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City Clerk - Document
Resolutions
City Clerk - Type
Agreement
Date
10/19/2010
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b) Submit two (2) executed copies of the utility agreement assemblies to the TxDOT <br />District Utility Coordinator, which will include the appropriate forms as detailed <br />in the UAR and supplied by TxDOT, a copy of the recorded easement deed, <br />plans, and utility relocation cost estimate to the City and TxDOT by letter <br />recommending approval (6 copies of each). The Engineer will include in the <br />transmittal a description of the work being done as well as the estimated cost and <br />schedule of work. The Engineer will not perform engineering services for utility <br />companies for the development of relocation plans relative to a particular utility <br />agreement under this Agreement, as this is a ROW reimbursement cost that is <br />subsidiary to the specific Utility Agreements. <br />c) Submit the Utility Joint Use Acknowledgement to TxDOT by letter <br />recommending approval (6 copies). <br />1.5 TASK 5 FIELD SURVEYING AND PHOTOGRAMMETRY (TxDOT Function <br />Code 150) <br />The Engineer will: <br />1.5.1 Determine the required ROW for the Project and prepare the geometric schematic for the <br />Project corridor displaying both the existing and proposed ROW as follows: <br />1) HORIZONTAL and VERTICAL CONTROL The Engineer will utilize aerial <br />mapping and survey control previously established for this Project by TxDOT <br />(NAD83 /93/NAVD88 values [Texas State Plane, South Central Zone, and Scale <br />Factor of 1.00011]). The Engineer will set additional control (5/8" iron rods with <br />"Control" plastic caps) as necessary (minimum 1000' intervals) to complete the <br />design and ROW surveys scoped herein. A survey horizontal and vertical control <br />drawing (11x17 hardcopy and 2D.dgn) will be prepared for the City's approval. <br />2) DESIGN SURVEY SERVICES: <br />a) Obtain topographic survey data at approximate 50' intervals and major grade <br />breaks within the design survey limits. This data will typically include spot <br />elevations and break lines as follows: edge of pavement/gutter and back of curb), <br />top and bottom of drainage ditches, sidewalk, and Digital Terrain Model up to the <br />survey limits. Additionally, the Engineer will survey locations and elevations for <br />visible improvements including fences, guardrails, signs, visible utilities and <br />utility markers, one -call utility markings found at the time of the survey, <br />mailboxes, driveways (to 20' -25' past the existing or proposed ROW limits), <br />culverts and drainage structures noting flow line elevations, material type and <br />sizes where accessible. For any "wet" utilities within the design survey limits, <br />the Engineer will obtain rim and flow line elevations where accessible. Side <br />streets within the Project limits will be surveyed ROW to ROW to approximately <br />100' beyond the Loop 82 ROW line. The Engineer will survey Post Road and the <br />access road east of the railroad from the limits of proposed improvements shown <br />HDR — Loop 82 Project Agreement <br />17 <br />
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