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DAVID EVANS AND ASSOCIATES (3)
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DAVID EVANS AND ASSOCIATES (3)
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Last modified
8/19/2024 11:20:23 AM
Creation date
5/22/2023 4:40:12 PM
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Contracts
Company Name
DAVID EVANS AND ASSOCIATES
Contract #
A-2023-073
Agency
Public Works
Council Approval Date
5/2/2023
Expiration Date
8/16/2024
Insurance Exp Date
12/1/2024
Destruction Year
2029
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Proposal to provide <br />Landscape Architectural Design Services for 10th and Flower Park — RFP No. 22-124 <br />includes the preparation of one revised plan and rendered conceptual exhibit which incorporates community <br />input. The final color conceptual plan will be a refinement of the City -approved plan. A construction cost <br />estimate and final schedule will be provided and approved by the City prior to commencing work on the PS&E <br />package. <br />Deliverables: Two conceptual plans, one revised / color plan, construction cost estimate, and final schedule. <br />C.2 - Preliminary Hydrology and Hydraulics Analysis <br />DEA will prepare a preliminary drainage study for the project site. A rational method analysis of the site will <br />be performed addressing the pre -and post -construction 10- and 50-year storm events. The rational analysis <br />will determine the pre -and post -construction surface flow and serve as the basis for sizing of on -site drainage <br />facilities to retain the difference in the pre -and post -construction conditions. This analysis, along with the <br />percolation test data provided by the project geotechnical engineer will be used to size the project infiltration <br />system. <br />Deliverables: Up to two conceptual design plans and one refinement of the selected park design including <br />exhibits as denoted above. This task also includes the hydrology and hydraulic analysis report. <br />D. Survey (Topographic) <br />Meyer Land Surveying will perform a field topographic survey and prepare electronic AutoCAD Civil 3D file <br />deliverable for the design team. No hard copy deliverable is included. This portion of the agreement provides <br />for the following: <br />■ Horizontal and Vertical control will be established to support the project. <br />■ Horizontal datum will be based on an assumed coordinate system. <br />■ Vertical datum will be based on Orange County Benchmark nearest to the project (BM# SA-320-89). If <br />required to go farther to locate an existing benchmark, this will be considered an additional service. <br />■ Cross sections will be located at 25 foot intervals on Flower Street from centerline to east back of walk, on <br />10th Street from south lip of gutter to south back of walk, and on Garnsey Street from back of walk to back <br />of walk. The southerly limits of the survey will be the southerly property line and its easterly and westerly <br />prolongations. On -site topography will be obtained using a 25'x25' grid. Topographic survey to also <br />include above -ground utility structures, driveways, signs, trees, and other permanent improvements within <br />the project limits. No overhead items or pavement striping are included. <br />■ Survey dips of up to a total of 3 sewer manholes and 1 parkway drain within the project limits, and if <br />accessible during the field survey. Subsequent trips due to locked or otherwise inaccessible manholes will <br />be considered an additional service. <br />■ Manholes will be dipped if and only if deemed safe at the time of the field survey by the field survey crew. If <br />deemed unsafe by the field survey crew then locating dip information on these manholes will be considered <br />out of scope and traffic control will be required to be provided by the client. <br />Deliverables: 20'scale Topographic Survey as noted above, ASCII list of survey data, parcel base map in <br />MicroStation Connect format. <br />E. Water Quality <br />DEA will prepare a Water Quality Management Plan (WQMP) report to include treatment flow rate calculations <br />and descriptions of BMPs and treatment systems in order to provide compliance with water treatment <br />requirements. DEA will also coordinate with the City for the LID requirements and provide BMP's with <br />appropriate size based on treatment and peak flow rates. The team will also perform research into site specific <br />conditions such as prior contamination, depth to groundwater, soil conditions, or utility conflicts, that could <br />preclude infiltration. Soil and infiltration testing will be performed in accordance with the Technical Guidance <br />Documents and in cooperation with the OC Watersheds link provided. Both function and form are important <br />aspects of the design and therefore while we consider the site aesthetics, we will also focus on sustainable <br />issues such as groundwater recharge. <br />Deliverables: WQMP as noted above. <br />8 1 February 28, 2023 1 David Evans and Associates, Inc. <br />
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