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CONTACT INFO <br />DEVAN DAGLEY, PE, QSD/QSP <br />devan.dagley@nv5.com <br />Structural Engineer <br />858.385.2158 <br />................................................................................................................................................................................. . <br />EXPERIENCE <br />Mr. Dagley is a senior engineer in NV5's structural group with over 9 years <br />9 years <br />of structural design and construction management experience. He is well - <br />EDUCATION <br />versed in providing construction management, performing inspections (both <br />M.S. Civil Engineering <br />during and post -construction) and structural calculations of new and existing <br />buildings to determine code -prescribed forces or as -built capacity. He is adept <br />B.S. Civil Engineering <br />in preparing constructability reviews and reports, analysis of construction <br />LICENSES/ <br />costs from changed conditions, draft change orders, and claims disposition <br />CERTIFICATES <br />recommendations. He is skilled in preparing construction documents, cost <br />Civil Engineer (CA) <br />estimates, proposals, scopes of work, and has performed QA/QC reviews of <br />No. C78462 <br />plans (internal and third party) to identify potential conflicts that may arise. <br />Qualified SWPPP <br />Project Experience <br />Developer/Practitioner, <br />.................................................................................................................................................................................. <br />(CA) No. 23714 <br />El Centro Wastewater Treatment Plant <br />Certified Cal OES SAP <br />CITY OF EL CENTRO I EL CENTRO, CA <br />Disaster Worker <br />Project Structural Engineer. Mr. Dagley performed structural analysis, which <br />No. 81164 <br />included considering wind and seismic forces, in the retrofitting of an existing <br />AVAILABILITY <br />blower building. The retrofit was necessary, as the new pumps that were being <br />60%u <br />installed would not fit through the existing roll -up doors, the roof trusses were <br />removed, a new cripple wall was installed on top of existing stud wall, and <br />new roof trusses were installed. As part of the retrofit, the building needed to <br />be brought to code compliance with regard to seismic loading. This included <br />installing new wood shear walls and metal "hold downs" to resist uplift forces <br />from wind/seismic forces. <br />Solana Beach Pump Station Improvements <br />SAN ELIJO J.P.A. I SOLANA BEACH, CA <br />Lead Project Engineer. Designed new wet well, expanded existing wet well and <br />provided new elevated slab for supporting various mechanical equipment. New <br />wet well design included designing a sheet piling retaining wall, which would <br />then be incorporated into the wet well wall. Due to vicinity to lagoon and low <br />sea level elevation, the structural design required consideration of a high sea <br />level elevation of +11 feet above MSL. Therefore, groundwater and buoyancy <br />were considered during structural design in order to facilitate construction. Due <br />to space constraints, the new wet -well was designed below the driveway, so <br />the top slab had to be designed to accommodate heavy vehicular loading. <br />Picacho Road Bridge Deck Repair <br />COUNTY OF IMPERIAL I WINTERHAVEN, CA <br />Lead Project Engineer. Mr. Dagley performed site inspections in order to <br />ascertain as -built conditions of bridge and to determine existing structural <br />state. During site inspections, it was determined that the bridge deck needed <br />to be replaced due to excessive deflections of deck at edges, which caused <br />a serious safety risk for collapse or failure. Performed structural design of <br />V <br />5 <br />replacement deck with minimal impact to canal over which the bridge crosses. <br />