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Reso 2024-3672
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Reso 2024-3672
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Last modified
7/16/2024 1:09:31 PM
Creation date
7/11/2024 4:11:04 PM
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CityClerk-Resolutions
Resolution Type
Resolution
Resolution Number
2024-3672
Date (mm/dd/yyyy)
06/20/2024
Description
Approving 5th Amnd to Agreement w/ Craig A. Smith & Assoc., Consultants for the Central Island Area Pump Stations & Drainage Improvements Project.
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CRAIG A. SMITH & ASSOCIATES <br />OCASA-0459 <br />GENERAL <br />PROPOSED SCOPE OF SERVICES <br />-- PAGE 2 -- <br />A preliminary hydrologic and hydraulic analysis was performed for this alternate system (localized <br />stormwater pumping stations) and the next step is to finalize the analysis with the proposed <br />stormwater pumping stations and engineering plans. Craig A. Smith & Associates (CAS) proposes <br />to accomplish the services as follows: <br />TASK <br />NO. <br />TASK 1 ENGINEERING ANALYSIS & PUMP STATION DESIGNS <br />Under a previous City project by others, multiple independent drainage networks with gravity <br />discharge connections to drainage wells (majority of systems) or an existing baffle box were <br />constructed with the latter having a positive outfall to the Intracoastal Waterway. With the current <br />survey, CAS will develop drainage improvements to the targeted areas by completing 1:20 scale <br />plans (full size 36" x 24") & 1:40 scale plans (half size 17" x 11") for bidding and construction <br />containing plan and profile views of the proposed work using the most recently obtained version of <br />Autodesk Civil3D CADD software. CAS will provide stormwater pump station design utilizing the <br />Hydraulic Institute Standards for simplex stations with a discharge capacity of 5,000 gpm; force <br />main sizing, wetwell & vault design, pump selection and component design at ten (10) different <br />locations (see Exhibit "A"). The design at each location may be site specific and will involve <br />retrofitting the existing and immediate drainage network to install the station and replace the <br />drainage well box with a structure that can receive pumped flow from the station. Prior to the start <br />of a design, the City will to notify CAS of its desire to change location(s) of station(s). Efforts will be <br />made so that the stations are similar in design to allow for redundancy though existing conditions <br />may dictate otherwise. The design will incorporate the permitted and certified capacities of the <br />drainage wells'. <br />CAS will coordinate with the subconsultant (electrical) on the design of the station. Prepare <br />construction plans with supporting electrical design plans. Provide plans sufficient to bid and <br />construct the proposed pump station. CAS will coordinate with local utilities as reasonably <br />necessary in order to resolve known utility conflicts during the design. CAS will provide the <br />necessary engineering information to the City to assist the City with obtaining the necessary <br />easements from the affected property owner(s). CAS will produce progress prints at the request of <br />the City or as required by grant requirements. Meetings with City staff or requested presentation to <br />City Council will be billed hourly at the attached rates. <br />$230,000.00 <br />1 1,000 gpm/ft-hd <br />226 <br />
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