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Agmt18 BFK Engineers, Inc.
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Agmt18 BFK Engineers, Inc.
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Last modified
11/16/2018 4:26:48 PM
Creation date
11/16/2018 4:26:36 PM
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Agreement
Contractor Name
BFK Engineers, Inc.
PROJECT NAME
Oakwood Drainage Management
RMP File Number
304.5
Date
11/8/2018
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TASK 3 —100%a DESIGN DRAWINGS <br />Using the ground survey prepared under Task 2 and the storage area calculated under <br />Task 1, CONSULTANT will optimize the layout and configuration of storm water <br />measures such as bio -retention areas, pervious parking shoulders, sub -surface storage <br />using shallow infiltration gravel trenches and dry wells or a combination of the above. <br />CONSULTANT will optimize the design and layout/configuration using the following <br />initial set of rules for acceptable types of measures to propose: <br />a. Measures that avoid above and below ground utility relocations to the extent feasible <br />and fit within the limits of detailed survey under Task 2 <br />b. Measures that do not require underground pipes and inlets or rebuilding of street <br />profile <br />c. Measures that provide shallow ponding in vegetated areas and minimize depth of <br />excavation <br />d. Measures that meet green infrastructure requirements <br />e. Measures that meet pedestrian and traffic safety standards and improves circulation <br />f. Measures that require low maintenance and no irrigation once established. <br />Based on the optimization results, CONSULTANT will discuss with CITY up to two <br />feasible alternatives. After CITY has an opportunity to consider options using feedback <br />received from residents, CONSULTANT will prepare one conceptual plan to present to <br />residents. The conceptual plan will show layout with aerial image and survey <br />background along with typical cross-sections. <br />Following CITY'S meeting with residents, CONSULTANT will begin incorporating <br />feedback received on concept plans, and will start preparing 100% design drawings. <br />CONSULTANT will prepare the plan -set to include the following drawing sheets: <br />a. Existing Conditions Sheet — This will be a compilation of detailed topographic <br />survey, boundary and easement survey (provided by CITY), above and below <br />ground utility survey, and other existing surface improvements. <br />b. Site Plan and Layout Sheets — This will include layout of proposed improvements on <br />a large scale view with zoomed in inset(s) as needed to provide more details at any <br />specific location. It will also include aerial imagery, utilities, surface improvements <br />(such pavement, driveways, fences/walls, etc), ground survey contours, and <br />property lines. This will show existing improvements that need to be demolished and <br />utilities that may need to be relocated. <br />c. Grading Plan Sheet — This will include limits of grading, saw cut limits, existing <br />shoulder flow line adjustments, and spot elevations. <br />d. Typical Sections Sheets — This will include cross-sectional view and dimension of <br />storm water retrofit measures and will show how these improvements will fit into <br />existing right-of-way. <br />e. Specifications — CONSULTANT will prepare and provide technical specifications. <br />CITY will be responsible for incorporating technical specifications into CITY'S boiler <br />plate specifications and preparing bid package. <br />REV: 10-12-18 PR <br />Page 13 of 14 <br />ATTY/AGR.2018.246/BKF Engineers - Oakwood Drainage Management <br />
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