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75CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 <br />1. Project Title: WASD PS 147 Upgrades <br />2. Project Location: Miami, FL <br />3. Project Description: WASD in an effort to comply with the 2013 Consent Decree and improve operations of its wastewater <br />collection system, established the Pump Station Improvement Program. Under this program, WASD will repair or replace over 140 <br />existing and non-compliant wastewater pump stations. The improvements vary from pump upgrades to complete pump station and <br />force main upgrades. <br />CES, as one of the design consultants, was tasked to analyze and design the improvements for PS 147. This station required a <br />complete overhaul to convert the existing wet well / dry well to a new submersible pump station. The design included demolition <br />plans, civil site plans, mechanical plans, structural plans, and electrical plans. The original design included a new 8-foot diameter <br />wet well and valve vault, new 56 HP pumps, 10-inch diameter discharge piping, a new electrical control panel, and a 175 KW <br />emergency generator. Since the pump station design included an emergency generator, all assets within the project boundary <br />needed to be set at the Base Flood Elevation plus 2 feet. This made the civil site design on such a small property extremely <br />challenging. Due to the aggressive schedule, CES designed and permitted the pump station with the emergency generator, and <br />negotiated the removal of the generator with DERM. CES redesigned the pump station to remove the emergency generator, reduce <br />the final elevation to the Base Flood Elevation plus 1 foot, and reorganize the pump station layout to better fit within the small <br />property. Our team provides full design services, which includes surveying, geotechnical engineering, civil engineering, mechanical <br />engineering, structural engineering, and electrical engineering. <br />4. Owner’s Contact Name and Address: Miami-Dade County Water and Sewer Department (WASD), 3071 SW 38th Avenue, <br />Miami, Florida 33146. <br />Contact Person/Phone No.: Reinaldo Rivera, PE / 305-446-7450 <br />5. Project Duration (Dates): 10/20014-3/2016 <br />6. Was the project completed within schedule? Yes <br />If not, what was the original completion date? <br /> 7. Location of office performing work: Pembroke Pines <br /> 8. Was applicant the prime firm, or Subconsultant firm? <br />Prime <br /> 9. Was work performed in- <br />house? Yes <br /> 10. Type/Scope of services provided? Civil Engineering, <br />Structural Engineering, Mechanical <br />Engineering, Electrical Engineering, <br />and Construction Phase Services <br /> 11. Names of key team <br />personnel for this project? <br />Jose Caraballo, PE; Engineer of <br />Record, Ranthus Fouch, PE; QC <br />Review <br /> 12. Which members of your proposed team worked on this project? Jose Caraballo, PE, <br />Ranthus Fouch, PE <br />Barneys <br />Miami D <br />a <br />d <br />e <br /> <br />P <br />S <br />I <br />P <br />- <br /> <br />L <br />S <br /> <br />0 <br />1 <br />4 <br />7 <br />- <br /> <br />R <br />E <br />V <br />3 <br />2015-04- <br />2 <br />3 <br />1 Date: <br />Page: <br />Created by <br />: <br />R Sura <br />Project <br />Project no. <br />: <br />Impelle <br />r <br />Impeller ty <br />p <br />e <br />: <br />Ø: <br />Ø: <br />56.1 hpHead <br />Efficiency <br />Shaft powe <br />r <br /> <br />P <br />2 <br />NPSH-val <br />u <br />e <br />s <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />110 <br />120 <br />130 <br />140 <br />150 <br />160 <br />170 <br />180 <br />190 <br />200 <br />210 <br />220 <br />230 <br />240 <br />250 <br />260 <br />270 <br />[ft] <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />[%] <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />[hp] <br />0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 [US g.p.m. <br />] <br />8 <br />12 <br />16 <br />20 <br />24 <br />28 <br />32 <br />36 <br />40 <br />[ft] <br />Solid size <br />Max. <br />Min. <br />Sel. <br />Single cha <br />n <br />n <br />e <br />l <br /> <br />i <br />m <br />p <br />e <br />l <br />l <br />e <br />r <br />372 mm <br />325 mm <br />329 mm <br />Operati <br />n <br />g <br /> <br />d <br />a <br />t <br />a <br />Speed: <br />Frequency <br />: <br />Duty point: <br />Discharge <br />p <br />o <br />r <br />t <br />: <br />1750 rp <br />m <br />860 US <br />g <br />. <br />p <br />. <br />m <br />. <br />Q = <br />H =110 ft <br />6" ANSI <br />Power dat <br />a <br /> <br />r <br />e <br />f <br />e <br />r <br />r <br />e <br />d <br /> <br />t <br />o <br />: <br /> <br />W <br />a <br />t <br />e <br />r <br /> <br />[ <br />1 <br />0 <br />0 <br />% <br />] <br /> <br />; <br /> <br />6 <br />8 <br />° <br />F <br />; <br /> <br />6 <br />2 <br />. <br />3 <br />2 <br />2 <br />l <br />b <br />/ <br />f <br />t <br />³ <br />; <br /> <br />1 <br />. <br />0 <br />8 <br />1 <br />8 <br />E <br />- <br />5 <br />f <br />t <br />² <br />/ <br />s <br />Ø: <br />Perfor <br />m <br />a <br />n <br />c <br />e <br /> <br />C <br />u <br />r <br />v <br />e <br />Testnorm: <br />P2>10kW <br />, <br /> <br />H <br />I <br />- <br />S <br />t <br />a <br />n <br />d <br />a <br />r <br />d <br /> <br />G <br />r <br />a <br />d <br />e <br /> <br />2 <br />B <br />Ø: <br />2.0 <br />. <br />1 <br /> <br /> <br />- <br /> <br /> <br />1 <br />4 <br />. <br />0 <br />5 <br />. <br />2 <br />0 <br />1 <br />3 <br /> <br />( <br />B <br />u <br />i <br />l <br />d <br /> <br />8 <br />4 <br />) <br />AMX644- <br />3 <br />3 <br />0 <br />/ <br />5 <br />6 <br />G <br />U <br />F <br />M <br />60 Hz <br />100 mm <br />Rated power P2: <br />Trim Impe <br />l <br />l <br />e <br />r <br /> <br />t <br />o <br /> <br />3 <br />2 <br />9 <br />m <br />m <br />P2<10k <br />W <br />, <br /> <br />H <br />I <br /> <br />S <br />t <br />a <br />n <br />d <br />a <br />r <br />d <br /> <br />S <br />e <br />c <br />t <br />. <br />1 <br />4 <br />. <br />6 <br />. <br />3 <br />. <br />4 <br />. <br />1