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Indian River 45th Street Milling & RFQ # 2018012 c. Project Approach Kickoff Meeting: Following issuance of a Notice to Proceed, Masteller & Moler, Inc. (MM) shall coordinate the scheduling of a Kickoff Meeting to discuss the specifics of this project. At the Kickoff Meeting, we expect to confirm various design parameters to be applied to the project through a Preliminary Design Statement. The Preliminary Design Statement will contain a Typical Section to be used for the project based on an appropriately selected design speed. It is understood the County will provide the preferred paving cross- section based on the County's geotechnical consultant's recommendation. Route Survey Review: It is understood the County will provide the Route Survey for the project as was the case for the design services we provided for 49th Street / Old Dixie Highway / U.S. Highway # I turn lane improvements. Following receipt of the route survey, MM will review its contents in the field to confirm all conditions have been accurately depicted. If necessary, we will coordinate with the County Surveying Department to request additional information that may be needed or is essential for completion of the project design. MM shall use the Route Survey provided by the County to create Base Plans for the project. In preparation for submittal of this Statement of Qualifications, we have visited the project site no less than five (5) times to familiarize ourselves with the apparent existing conditions. The existing corridor generally contains a two (2) lane roadway with Type F curbing along the south edge of pavement and a four (4') wide shoulder along the north edge of pavement. Existing, mostly wood poles supporting aerial utilities are situated extremely close to the north edge of shoulder. Existing Utility Coordination: MM shall coordinate directly with utility providers along the project route to gain appropriate information as to the location of both aboveground and underground existing facilities along the project route. We are aware the route contains County Utilities Department potable water, gravity sewer (designed by MM), Florida Power & Light electric, and various communication providers. The locations for these facilities will be depicted on the Base Plans for the project based on as -built information to be provided by the specific utilitv providers. Schematic Design Plans Preparation: Utilizing the Route Survey information from the County, MM shall develop a Schematic Design depicting the proposed horizontal alignments for the 45th Street Milling and Resurfacing Project. MM will develop existing cross-sections and superimpose the proposed typical cross- section at each location. Using the drawn sections followed by field review, we will be able to discern what, if any, grading issues may need to be worked out to assure proper transitions to existing grade and clear zones. MM has already completed a detailed onsite review of the field conditions along the project route. As stated above, the existing roadway contains a two (2) lane roadway with Type F curbing along the south edge of pavement and a four (4') wide shoulder along the north edge of pavement. In order to minimize construction costs, we anticipate using an economical Typical Section that maintains the alignment of the existing south edge Type F curb and expands the paving six (6') feet to the north to accommodate the width required to provide two (2) five (5') foot wide bike lanes. The entire roadway will remain sloped to the CIVIVI M 1�uiJ 1 LL ENGINEERS ERS 1RSVLL' K itvL. C. PROJECT APPROACH PAGE 1 M^^�