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2.2. Prepare monthly invoices and back-up, and monthly progress reports. <br />2.3. Subconsultant management to include subcontract execution, review and <br />incorporation of Subconsultant invoices and progress reports and monitoring of <br />subconsultant financial status. <br />2.4. Monitoring and updating project design schedule. <br />3. Quality <br />3.1. Develop and administer Quality Assurance Plan <br />4. Deliverables <br />4.1. Project Management Plan (including quality plan and safety plan) <br />4.2. Meeting notes (up to 10 meetings); <br />4.3. Monthly progress report and invoice; <br />TASK 2 DATA ANALYSIS <br />1. Review, evaluate, analyze, and incorporate data provided by Owner: <br />1.1. Hydraulic parameters from stream channel survey and analysis performed by COUNTY. <br />(Owner to provide by August 25th, 2017). <br />1.2. Topographic survey and base map(s) (Owner to provide by August 25th, 2017) <br />1.3. Existing right-of-way plans and legal descriptions of parcel(s) in project area. (Owner to <br />provide by August 25th, 2017) <br />1.4. Existing reports and/or studies of the vicinity, if any (Owner to provide by August 25th, <br />2017) <br />1.5. Specifications of COUNTY -owned temporary bridge (Owner to provide by August 25`h, <br />2017) <br />TASK 3 GEOTECHNICAL FIELD INVESTIGATION & LABORATORY ANALYSIS <br />1. Review publicly available geologic maps, nearby well logs, and other available <br />geologic/geotechnical information at or near the project site. <br />2. Participate in one (1) site visit to observe surface conditions, and drill rig access, and mark <br />exploration locations for public utility locate. <br />3. Coordinate public utility locating for two (2) soil borings locations; one at each end of the <br />proposed bridge abutments. <br />4. Develop a safety plan for exploration work and coordinate with drilling subcontractor. <br />S. Direct, observe, and document two (2) soil borings up to 40feetdeep each using air rotary <br />and rock coring (up to 5 feet of rock coring). Standard penetration test (SPT) soil samples <br />will be collected about every 5 feet of depth, or at discretion of the on-site engineer or <br />geologist. Drilling and sampling will be observed by a geotechnical engineer or geologist. <br />Borings will be backfilled in accordance with DOE requirements and patched at the surface <br />with cement. <br />6. Collect near surface representative soil samples and assess particle size distribution of the <br />Manastash Creek bank and channel material within 25 feet upstream and downstream of <br />the proposed bridge (total of four samples). <br />