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<br />• Preliminary Engineering Report (PER) -35% review includes internal <br />review, Sponsor review, and USACE Consistency and ATR review. <br />• Draft Technical Report (DTR) -65% review includes internal review, <br />Sponsor review, USACE Consistency, ATR, and USACE IEPR. IEPR will be <br />accomplished by the Natural Resources Conservation Service (NRCS) <br />• Final Technical Report (FTR) -95% review includes internal review, <br />Sponsor review, and USACE ATR. <br />• Final Technical Certification (Bid Documents). Provide final documents <br />for closeout of remaining comments and technical signoff. There will <br />not be a review associated with this submittal. <br />• Bid set will include final Plans and Specifications. <br />• Assume limited work effort during the bid period consisting of: <br />responding to bidders’ questions and preparing amendments. <br />• Provide final contract award CD of all work items. <br />• Weekly coordination meetings will be held and will include: tech lead, <br />geotech, cost/specs, and H&H designers. Assume the meetings for <br />WP-43A and WP-43C, WP-43D, and WP-43E will be combined into one <br />weekly meeting. <br />d. WP-43A – Levee Section from Riverbend Road to CR81 (southeast): <br />Design approximately 7,300 lineal feet (lf) of levee, interior buffer <br />zone, and interior drainage swale (if required – based on interior <br />drainage developed in WP-43D), including geotechnical design, civil <br />design, permitting, cost estimates, and preparation of drawings and <br />technical specifications; coordinate design of interior levee buffer <br />zone (drainage swale, snow drop area, and tree screen) and <br />recreational features with O/H/B community and developer/golf <br />course designer; determine affect of levee and exterior impounded <br />water on existing septic systems, sewer systems, and basements. <br />Coordinate with design of Retention Basin (WP-43D). Coordinate with <br />design of road raise of CR-81 (design WP-43D). To be constructed with <br />interior drainage stormwater pump station (WP-43D). <br />i. Deliverables: <br />1. 35 Percent Design Submittal – prepare preliminary <br />design submittal and submit the design report and <br />preliminary plans for review by the Diversion <br />Authority, PMC, and USACE Consistency and ATR <br />review teams. <br />2. 65 Percent Design Submittal – evaluate and <br />incorporate accepted VE proposals into the design <br />documents, advance the detailed design to <br />65 percent and submit the design report, plans and <br />specifications for review by the Diversion Authority, <br />PMC, and USACE Consistency, ATR & IEPR review <br />teams. <br />3. 95 Percent Design Submittal – evaluate and <br />incorporate 65 percent review comments into the <br />HMG-TO-13-A4_Long.docx 7 <br />DR <br />A <br />F <br />T