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provide the Client a greater degree of confidence that the completed work of its contractors will generally conform to the construction documents prepared by the Consultant. The Consultant neither guarantees the performance of contractors , nor assumes responsibility for any contractor ' s failure to perform its work in accordance with the contract documents . Work that the Consultant believes does not comply with the contract documents will be brought to the attention of Indian River County Utilities and the contractor. The Consultant shall have no responsibility for any contractor' s means , methods , techniques , equipment choice and usage , sequence , schedule , safety programs , or safety practices , nor shall the Consultant have any authority or responsibility to stop or direct the work of any contractor. Record drawings will be prepared for the 27t" Street crossing in accordance with Work Order #2 . Task 5 — ATS SITE PLANNING Consultant will provide support in preparing a " submittable " site plan in accordance with the IRC site plan submittal standards based on survey and design layout furnished by IRC , and will show the water treatment plant property . Consultant will prepare landscape plan and perimeter sections ; a clearing plan which will address status of native and protected trees ; and paving , grading and drainage plan for the site driveway through the water plant site to the ATS site and connection to 5t St SW and internal roadways . Is it understood that IRC will prepare the ATS site specific paving, grading , drainage plan within the ATS site . Consultant will prepare and design ATS outfall and improvements to sub - lateral E- 7 canal outfall structure into lateral E canal . Consultant will meet and coordinate design criteria with IRFWCD . Consultant will prepare utility plan of water treatment site , consisting of concentrate line , security , fencing , and access to the ATS site . Consultant will prepare for and attend the two Technical Review Committee meetings and one Board of County Commissioners meeting . Consultant will perform a hydraulic analysis of the Lateral E- 7 canal to determine if it has sufficient capacity to handle treated effluent from the ATS site . It is assumed that the Lateral J canal has sufficient capacity and will not be included in the analysis . It is anticipated that the following tasks will be performed as part of the hydraulic analysis : • Determine the service area for the Lateral E- 7 canal based on information from IRFWCD and available aerials , St . John ' s River Water Management District permit information , and coordination with the Indian River Farms Water Control District . This information will be presented on an aerial exhibit. • Calculate the design capacity of the Lateral E- 7 canal based on the Indian River Farms Water Control District discharge limit of 2 "/acre during the 25 - year, 24 - hour storm event . This limit will be applied to the total service area of the E- 7 canal . K : AWPB_Civil\044572021 - ATS Stornmater PipeAScope\ATS Pipeline Project - Work Order 4 REV Ldoc Page 5 of9