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Proposal to provide <br />Landscape Architectural Design for Standard -McFadden Park — RFP No. 21-055 <br />The following items are not included in this scope of <br />services: <br />■ Record of Survey Map Preparation, Review and <br />Recordation with the County <br />■ Corner Records Map Preparation, Review and <br />Recordation with the County <br />■ Extensive Boundary survey <br />■ Title Reports <br />■ Legal descriptions/plats <br />■ Utility Mapping <br />Deliverables: Topographic Survey as noted above. <br />Task 4 — Geotechnical Investigation <br />Project Set-up <br />Under the direction of the project manager, a staff <br />professional will set-up the project to provide the <br />services outlined under our scope of work. The project <br />set-up will include the following. <br />■ Coordinate with City representative to schedule <br />the field investigation. <br />■ Stake the boring locations prior to drilling. <br />■ Notify Underground Service Alert (USA) to clear <br />the boring locations of conflict with underground <br />utilities. <br />■ Arrange for a drill rig. <br />Field exploration will consist of drilling a total of seven <br />borings and conducting water infiltration tests. <br />Borings will be drilled to depths of 5 feet (2), 15 feet <br />(3) and 50 feet (1) below existing ground surface <br />(bgs) or to refusal, whichever is more shallow. The <br />purpose of the borings will be to obtain subsurface <br />information, and obtain undisturbed and bulk samples <br />of the various soil types for laboratory testing. The <br />borings will be backfilled with soils cuttings and <br />tamped. <br />Public Workshop Meeting for Bryce Hanes Park <br />Percolation Test: We understand surface runoff will <br />be captured on -site with overflows discharged within <br />the site via a drainage device. Two percolation tests, <br />one- to five -feet and the other to ten -feet deep, will be <br />conducted to estimate the water infiltration rate. <br />Laboratory Testing: The laboratory testing program <br />will depend upon the type of soils encountered during <br />our field exploration and the quality of samples <br />obtained. Laboratory tests will include, but may not <br />be limited to R-value, expansion index, and soils <br />corrosivity. <br />Report Preparation: Data obtained from the <br />exploratory borings and the laboratory testing <br />program will be evaluated. A report will be prepared <br />which will include the following items. <br />■ Logs of the exploratory borings summarizing the <br />subsurface conditions encountered, and a plan <br />indicating the locations of the explorations. <br />■ Depth to groundwater (if encountered) and its <br />impact on the proposed development. <br />■ Location of active faults relative to the site and its <br />impact. <br />■ Design seismic coefficient based on the 2016 <br />CBC. <br />■ Water infiltration rate. <br />■ Grading recommendations, including removal of <br />unsuitable soils. <br />■ Shrinkage and subsidence coefficients. <br />■ Subgrade preparation for slab, foundation and <br />walkway. <br />■ Structural backfill recommendation <br />■ Soils bearing pressure for shallow foundation <br />design. <br />Fitness Equipment at Memory Lane Park <br />10 1 June 3, 2021 1 David Evans and Associates, Inc. <br />