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Joe Buckner, PE, PLS, QSD Roadway and ROW
<br />Education: BS/1986/ClvU Engineering/California State University, Fullerton
<br />Registration: 1989/ PE/CA 945531
<br />1995/ PLS/CA #7206
<br />Qualified SWPPP Developer (QSDl/Quallfled SWPPP Practitioner (QSP):
<br />Certification #C45531
<br />Years' Experience: 31
<br />Joe Buckner, PE, PLS, QSD has more than 30 years of experience In planning and design of local streets
<br />arterial streets, right-of-way engineering, grading, sewer, water and storm drains. As project engineer,
<br />Joe has been responsible for the preparation of street rehabilitation plans and drainage Improvements
<br />for numerous cities throughout Los Angeles and Orange Counties, Joe has substantial experience with
<br />engineering of public works Improvements, CAD drafting, and preparing survey and rIght-of-way legal
<br />mapping.
<br />RELEVANT EXPERIENCE
<br />On -call Engineering Services, City of Downey, CA. Project engineer preparing PS&E for more than $20
<br />million In Improvements under this on -call contract. Projects Include roadway, storm drain, parking lot,
<br />traffic, lighting, landscape and private property Improvements. Others involve additional lanes, median
<br />and parkway improvements, decorative lighting and street furniture, and enhanced colored -concrete
<br />Intersections and parkway paving.
<br />Richmond Street Arterial Improvements, El Segundo, CA. Project engineer responsible for providing
<br />engineering services for Richmond Street arterial Improvements located between El Segundo Blvd, and
<br />Holly Ave. within the downtown area for 1,600 lineal feet with 60 feet of street and sidewalk width.
<br />Design work Includes street, sidewalk, parking, survey, traffic and landscape Improvements. A critical
<br />issue Is solving the impacted downtown parking problem by engaging the community in outreach
<br />meetings and providing street, sidewalk, and parking design solutions.
<br />Seaside Way and Lew Davis Storm Drain, City of Long Beach, CA. Project engineer for preparing storm
<br />drain construction documents for a new storm drain in Lew Davis Street from about 500 feet east of
<br />Clark Avenue to the Heather Channel, Per records, the existing storm drain In Clark Street Is
<br />significantly undersized, and has resulted In flooding on Lew Davis Street at the Frontier
<br />Communications complex. To remedy the flooding problems at Frontier, the flow on Lew Davis Street
<br />will be conveyed to a new storm drain which will outlet to Heather Channel.
<br />1-605 Arterial Hotspots, Los Angeles County Metropolitan Transportation Authority (LA Metro), La
<br />Mirada and Santa Fe Springs, CA. Project engineer completing PS&E for two intersection Improvement
<br />projects led by LA Metro In collaboration with the Cities of La Mirada and Santa Fe Springs,
<br />On -call Engineering Services, City of Santa Fe Springs, CA. Roadway engineer for broad range of
<br />professional engineering services In support of the Citys Public Works/Engineering Division, The APP
<br />team will provide @11 services required for this on -call professional engineering services contract
<br />Including: engineering; structural engineering; engineering staff augmentation; construction
<br />management and Inspection; architecture; and landscape architecture,
<br />Miraleste Plaza Storm Drain, City of Rancho Palos Verdes, CA. Project engineer responsible for the
<br />design of a new storm drain replacing an undersized and deteriorating system previously constructed
<br />In the early 1950's. The work Involved designing the system within a confined right-of-way and through
<br />many Interfering utflKles.
<br />Underground District No. 49 (Sunkist), City of Anaheim Public Utilities Department, CA, Project
<br />manager responsible for meeting with City and property owners, research and prepare legal description
<br />and plats for public utility easements, coordination with property owners for execution of PUE deeds.
<br />RESUMES - APPENDIX Page 7 %,
<br />ANDERSON PENNA
<br />25E-403
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