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Ross Engineering, Inc.
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(12-04-01) Professional Architectural and Engin. Svcs - Individulas Only CCNA
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Ross Engineering, Inc.
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Last modified
6/12/2012 12:03:17 PM
Creation date
6/12/2012 11:58:03 AM
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CityClerk-Bids_RFP_RFQ
Project Name
Prof. Architectural & Engineering Svs. Individuals
Bid No. (xx-xx-xx)
12-04-01
Project Type (Bid, RFP, RFQ)
RFQ
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Ross Engineering, Inc. <br />17670 NW 78th Ave <br />Suite 214 <br />Miami, Fl. 33015 <br />Phone: 786.468.8304 <br />Fax: 305.392.1019 <br />www. rossengineers.com <br />City of North Miami Drainage Basin #5 <br />(2008) <br />Owner / Contact Information: <br />City of North Miami Public Works <br />8300 NW 53rd St. Suite 100 <br />Miami, Fl 33166 <br />Tel. 305 -895 -9830 <br />Mr. Aleem A. Ghany, P.E. <br />Project Manager <br />PROJECT DESCRIPTION / SCOPE OF WORK <br />I� <br />Ross Engineering's scope included a detailed hydrologic analysis of the city of <br />North Miami Basin's #5 and an extensive hydraulic analysis of existing and <br />proposed stormwater pump station structures. This hydrologic analysis included <br />data collection using nB -H Y DRG, U SGS and OA A databases Lfo_ rainfall, , stage <br />and flow; basin characteristics including field visits during storm events, soil <br />testing results, existing permits, evapotranspiration and surveys. The scope of <br />work for the hydraulic rating analysis included analyzing two existing pump <br />stations on NE 14th Avenue and 136th Avenue (existing FLYGHT Pumps) included <br />developing system and pump curves to approximate deficiencies. New pump <br />stations were proposed to accommodate much larger volumes of runoff from <br />increased development upstream. Flow rating analysis of the new structures was <br />performed to size adequate size pumps to keep the flood prone areas dry on <br />common storm events. <br />Key Staff: <br />Robert J. Ross, P.E. (Sr. Hydrologist/ Engineer) <br />Georgio Tachiev, P.E. PhD (Sr. Hydraulic Engineer) <br />9 <br />
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