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2781 S.W. 56`" Avenue . Pembroke Park, Florida 33023 Phone: (954) 985 -0460 . Fax: (954) 985 -0462 . www.shorelinefoundation.com TECHNICAL APPROACH SFI staff has thoroughly reviewed all the bid documents, specifications, drawings and amendments (1 -11). We have attended the organized site visit and have conducted additional independent visits. We are quite confident in our understanding of this project and the special requirements for successful completion. Our approach for this project will be to utilize all members of our Project team to the fullest extent of their knowledge and experience. As indicated in the bid documents we have incorporated a time envelope within our schedule for the required material and product submittals and limited pre - construction mobilization. Prior to the pre - construction meeting, we will prepare and submit all documentation and submittals as required in specification section 01340. Upon approval of submittals, coordination and administrative plans will be enacted and material purchase orders will be issued to the appropriate material suppliers and subcontractors. We will establish the necessary landside ancillary support facilities including safety, security, fueling and equipment. Pre - construction audiovisual survey, baseline and QC sampling will be conducted and submitted. Site trailers and sanitary facilities will be mobilized. First aid supplies and provisions will be ordered and delivered. We are cognizant of the fact there are some special considerations to be considered for this project. By design the drilled shafts have mitigated some of the vibration problems associated with other foundation methods. Never the less as part of our pre - construction plan we will perform pre - construction audiovisual surveys of the surrounding structures. During construction we will employ the latest versions of vibration monitoring equipment daily for a significant period of construction, especially during backfilling and compaction activities since we will be utilizing large vibratory rollers. It is our intent to utilize the north end of the project as our primary delivery site for as long as possible to minimize the need for extended i\IOT on the south side of the project. Upon site mobilization, silt fences and turbidity barriers will be installed as per our environmental compliance plan. QC testing and risk management will continue throughout this process and be evaluated daily and submitted as predicated in the Project specification requirements. Our qualified drilled shaft subcontractor will install the drilled shafts per the specifications utilizing a track mounted "Euro" style. The track machine will utilize SFI's spud barge and support crane to drill, excavate and install concrete and steel reinforcing. Once all the drilled shafts are installed, a medium sized Linkbelt 165 excavator will be mobilized to the site to complete the majority of the required site improvements, thereby freeing up the barge with crane aboard to commence form erection for the cast -in -place concrete caps. Members of: Deep Foundation Institute . Pile Drivers Contractors Association . CASF