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) <br />) <br />) <br />) <br />) <br />) <br />) <br />J <br />) <br />) <br />) <br />) <br />) <br />) <br />) <br />) <br /> <br />Stanley Consultants Inc. <br />RFQ No. 12-04-03 Acoustic Engineering Consulting Services for Town Center Skate Park <br /> <br />Glenn Jensen II <br />Stanley Consultants Cost Estimator <br /> <br />Education <br />Iowa Western Community College - AAS., Architectural Engineering, 1997. <br />Muscatine Community College - Course Work, Pre-Engineering, 1995. <br /> <br />Professional Societies <br />Member - Association for Advancement of Cost Engineers International (AACEI or AACE International) <br /> <br />Specialized Traininu <br />OSHA 10-Hour Training - #001976672. <br /> <br />Experience Summary <br />Professional experience since 1999. Responsible for conceptual, budgetary, preliminary, and final cost <br />estimates. Experience encompasses labor cost analyses, materials cost analyses, economic evaluations, <br />contract administration, and change order estimating. Extensive experience with operation of the U.S. Army <br />Corps of Engineers' Second Generation Mil software, PC-Cost, Micro Computer-Aided Cost Estimating <br />System (MCACES), Parametric Cost Estimating System (PACES) and SUCCESS Estimator. <br /> <br />G311 Redesign; South Florida Water <br />Management District; Palm Beach County, FL, <br />US--Cost Estimator responsible for cost estimating <br />quantity take off and MCACES cost estimate <br />Stanley Consultants updated the design and <br />contract documents of a previously designed bi- <br />directional 3-bay spillway structure located on the <br />western edge of Stormwater Treatment Area (ST A) <br />1 East, that and connects the L-4 Canal to ST A 1 <br />West as part of in the Everglades restoration effort. <br />Relocation of the structure required raising the <br />structure walls and service bridge, and a complete <br />redesign of the site plan. The bi-directional weir <br />was changed from a trapezoidal shape to an ogee <br />shape and the roller gates were redesigned for <br />stainless steel rather than the previous carbon <br />steel. All the contract drawings were redone to <br />incorporate new client standards, and the <br />specifications were developed from the client's <br />master guide specifications. Services included <br />structural design, redesign of the vertical lift gates, <br />hydraulic and mechanical design of roller gates to <br />replace aging sluice gates, tie-back levees, inflow <br />canal, extension of an existing borrow canal, cost <br />estimates, specifications and construction phasing. <br /> <br /> <br />G161 Phase 1; South Florida Water Management <br />District; North Palm Beach, FL, US--Cost <br />Estimator responsible for cost estimating quantity <br />take off and MCACES cost estimate. <br />This study considered methods of routing water <br />from the City of West Palm Beach Water <br />Catchment Area to the mouth of the C-18 canal. <br />The Phase 1 portion of the project involved <br />gathering survey and geo tech data, and initial <br />coordination with all stakeholders. Phase 2 included <br />an alternatives study that considered a cost <br />comparison of different alternatives. Issues <br />examined included: utilities, permits, maintenance <br />of traffic, and considering the special interests of <br />stakeholders. <br /> <br />G311 Redesign and C4 CEI Support Services; <br />South Florida Water Management District; Palm <br />Beach County, FL, US--Cost Estimator <br />responsible for cost estimating quantity take off and <br />MCACES cost estimate for post design services <br />during construction of the bidirectional 3-bay <br />spillway structure at the western edge of ST A 1-E. <br />Responsibilities included RFl's responses, review of <br />shop drawings and value engineering proposals, <br />and attending biweekly construction progress <br /> <br />26 <br />