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RELEVANT EXPERIENCE <br />PROJECT NAME: Friedland Manor <br />Drainage Systems <br />Improvements and <br />Retention Area <br />CLIENT'S NAME: City of Florida City <br />Mr. Pedro Gonzalez, PE <br />TYPE OF FACILITY Civil Engineering Design <br />OR SERVICES: of drainage pipeline and <br />retention area <br />SRS PROJECT FEE: $37,500.00 <br />COMPLETION DATE: 2009 <br />KEY INDIVIDUALS Ignacio Serralta, P.E. <br />INVOLVED: Oliverio Sanchez, P.E. <br />Jean - Claude Fontaneau <br />Marilys Falcon <br />PROJECT DESCRIPTION: <br />The purpose of this project was to provide storm <br />water retention for the drainage relief system of <br />the Friedland Manor neighborhood in Florida City. <br />The proposed retention area is connected to an <br />existing pumping system inside the Friedland <br />Manor area via a 30" diameter storm sewer pipe. <br />SRS conducted the storm water conveyance and <br />retention basin modeling, prepare construction <br />documents and assisted the City in obtaining <br />environmental permits for the Project. <br />The project included the design of a 10 -acre dry <br />retention basin, inlet structure with energy <br />dissipation features, a water level control devise <br />with wireless remote pump controls and <br />solar /battery capabilities, and seepage trenches <br />for storm water relief. In addition 1,200 LF of 30" <br />diameter storm sewer pipe and 2,180 LF of <br />unpaved access road were designed for this <br />project. <br />The Project was permitted through South Florida <br />Water Management District and Miami -Dade <br />County D.E.R.M. in conjunction with the City of <br />Florida City. <br />-TOR ENERGY <br />01SSPATOR DETAILS, <br />6.65 <br />SEE SHEET C -14 <br />,0.40 <br />10.25 <br />2 <br />I <br />I 10.00• PROP. R -P -RAP <br />1� <br />(SAND - CEMENT) <br />�• <br />V VH. DEPTH <br />/' <br />4.00 <br />GRADE <br />- <br />O <br />STA 13+44.52 0 13.20' LT. <br />M. ELEV.- a <br />PROP. 30' -22.5' BEND WTH CONC. T/SRUST BLOCK <br />STA 18 +TABS O 1{.03' LT. <br />PROP. 30' -45. 600 NTH CONC. THRUST BLOCK <br />12.62' 5-00' 1 I <br />fI - <br />1D.B0' <br />-, <br />