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1 for returning the water to the irrigation system; design of the storm water force main; 2 coordination with and design by an electrical subconsultant to design the power. 3 2.3 Additional Rice Creek Watershed District (RCWD) Coordination- 4 WSB had anticipated coordination with Rice Creek to accommodate traditional approaches 5 to drainage treatment. Because of the custom and unique nature of this system, additional 6 correspondence, negotiation, and discussions with the District were required to establish 7 proper credit and permitting for the new system. Additional time was also spent to resolve 8 interagency coordination between the Minnesota Pollution Control Agency and RCWD. 9 2.4 Biofiltration Beds - 10 Original landscape design for the areas along Twin Lakes Parkway called for planting beds. 11 At the direction of the City, Hoisington Koegler Group and WSB investigated direct 12 application of storm water to these bids, converting them to biofiltration beds. Additional 13 plant types were researched and specified, special soil design to aid infiltration was 14 performed, special direct inlets were designed, the drain systems were researched and 15 specified, weir systems were designed, specified and detailed for drainage and aesthetic 16 improvements, and overflow/safeguard systems were calculated and designed. 17 3. Additional Services Phase 2 and 3 18 3.1 Schedule and Budget Tracking /Invoicing: 19 With the additional time added to the schedule of the contract, the project manager must 20 perform additional monthly budget and schedule tracking. The duration of Phase 2 & 3 21 design is expected to be three months. 22 3.2 Design Review Meetings: 23 Three additional design review meetings are anticipated for Phase 2 & 3 (one per month). 24 3.3 Biofiltration Beds: 25 Much of the design detail from the biofiltration beds can be carried forward as a template for 26 Phase 2. However, each bed is custom designed to match road grade, width, length, and 27 sidewalk offset. The proposed hours accommodates these custom calculations and design. 28 3.4 Lift Station Design -Phase 3: 29 In order to ensure to meet Rice Creek Watershed District requirements for Phase 3, it is 30 anticipated that a combination of pond expansion and use of the existing irrigation 31 reuse/infiltration system (installed in Phase 1) will need to be utilized. In order to get storm 32 water into the existing system, a small lift station will be required within Phase 3. 33 3.5 Miscellaneous Plan Sheets -Second Set: 34 As discussed in allocation of original design fee proposal, there are several sheets that must 35 be included and customized for each plan set. The work -required for these sheets must be 36 duplicated for each set, and the proposed hours reflect this effort. 37 3.6 Contract Document Preparation- 38 The documents needed for contracting, beyond the drawings and special provisions, must be 39 regenerated for each contract. Bid Advertising, Instruction to Bidders, contracts, bid forms, 40 etc., must all be reviewed and modified for a new contract. 4