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to be completed for the upcoming month; and any outstanding issues or decisions that <br />must be resolved by City staff or the project team. <br />D. Conduct and attend up to four (4) review workshops for each of the major milestone <br />deliverables including the following: <br />1. 30% design review workshop. After the 30% Submittal, meet with the City to discuss major <br />design elements that require changing and respond to City Comments. <br />2. 60% design review workshop. After the 60% submittal, meet with the City to discuss major <br />design elements that require changing and respond to City Comments. <br />3. 75% Design Lock Workshop. Once the 60% design has been updated per the client <br />comments and prior the 90% design submittal, FNI will meet with City Staff on final design <br />elements, locking any design changes. <br />4. 90% design, After the 90% submittal, meet with the City to discuss and identify project <br />conflicts and respond to City comments. <br />6. INTERMEDIATE DESIGN (60%) SUBMITTAL - Develop the 60% final design plans for the proposed <br />storm drain outfall. The outfall will extend from Purgatory Creek within Dunbar Park, northwest <br />along Armstead Street, southwest along San Antonio Street, then northwest along Travis Street until <br />terminating at Hopkins Street. Upon completion of the Water Quality Analysis, water quality plans <br />will be incorporated into Dunbar Park. Effort will include the design of the water and wastewater <br />relocation at intersections to allow for construction of the outfall system. Drawings will be 22 -inch <br />by 34 -inch with details in general at a horizontal scale of 1 -inch = 20 -feet and a vertical scale of f- <br />inch = 5 -feet. The submittal will be in accordance with the City's Engineering/CIP Plan Review <br />Checklist and will include: <br />A. General Sheets: Cover sheet outlining the project limits, general notes, control point sheet, and <br />summary sheet index. <br />B. Updating Existing conditions survey, including roadway, structures, vegetation and utilities, as <br />determined by field survey; <br />C. Preliminary summary quantity sheets by outlining quantities per sheet including roadway, <br />drainage, water, and sanitary sewer. <br />D. Roadway sheets will include mill and overlay sheets, keeping existing curb and curb lines <br />present, driveway sheets are not anticipated in this effort. <br />E. Striping, Markings and Signage Sheet <br />F. FNI will coordinate with SMEU on utility pole relocation for the project, or underground <br />electrical appurtenances and update plans to reflect locations. <br />G. Construction detail notes; <br />H. Prepare a preliminary Traffic Control plan per TMUTCD guidelines and utilizing City/TxDOT <br />standard details. Provide typical roadway sections per phase and plan view layouts including <br />phase limits, utility construction, storm drain construction, construction signage, construction <br />pavement markings, and construction detour plans. Provide written sequence of construction <br />plan sheet(s) detailing the items of work to be accomplished per phase. <br />A-4 <br />