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1.7. Review each submittal and/or deliverable check and verify deliverables compliance <br />with scope, schedule, budget and quality. <br />2. Project Controls <br />2.1. Monitor expended and remaining budget, and forecast cost to complete; <br />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 20 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 September 30th, 2017). <br />1.2. Topographic survey and base map(s) (Owner to provide by September 30th, 2017) <br />1.3. Existing right-of-way plans and legal descriptions of parcel(s) in project area. (Owner to <br />provide by September 30th, 2017) <br />1.4. Existing reports and/or studies of the vicinity, if any (Owner to provide by September <br />3Oth,2017) <br />TASK 3 GEOTECHNICAL FIELD INVESTIGATION & LABORATORY ANALYSIS <br />Based on a cursory review of available geologic data, the culvert replacements are located in alluvium <br />deposits from Story Creek, Lick Creek, and nearby Teanaway River. We anticipate the alluvium to be <br />cobble and boulder-laden and overlying sandstone estimated to vary in depth from 20 to 35 feet below <br />ground. The road embankments overlying the culverts appear to be about 10 to 15 feet tall and <br />comprised of fill of unknown material. The projects will be mostly affected by the geotechnical <br />characteristics of the alluvium and depth to sandstone. Key geotechnical considerations will include <br />excavation and dewatering to construct the culvert, and foundations to support it. <br />Task 3.1-Storey Creek project site <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.