ARCHITECT - ENGINEER QUALIFICATIONS ESCAMBIA COUNTY, FL

Transcription

1 ARCHITECT - ENGINEER QUALIFICATIONS PART 1 - CONTRACT-SPECIFIC QUALIFICATIONS 1. TITLE AND LOCATION (City and State) Professional Services as Governed by Florida Statute A. CONTRACT INFORMATION 2. PUBLIC NOTICE DATE 3. PROJECT NUMBER Ongoing PD NAME AND TITLE Bob Worley, P.E. President B. ARCHITECT-ENGINEER POINT OF CONTACT 5. NAME OF FIRM 5 FEDERAL EMPLOYERS'S ID (or SSN) TELEPHONE NUMBER 7. FAX NUMBER 8. ADDRESS boworley@iconcs.us (Check) C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) PRIME J-V PARTNER SUBCON- TRACTOR 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT ü Prime Consultant CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE f. CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) ü STANDARD FORM 330 (05/2008) PAGE 1

2 D. ORGANIZATIONAL CHART OF PROPOSED TEAM STANDARD FORM 330 (05/2008) PAGE 2

3 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Bob Worley, P.E. TELEPHONE NUMBER FAX NUMBER ADDRESS 15. FIRM NAME AND LOCATION (City and State) Construction Engineer boworley@iconcs.us TOTAL WITH CURRENT FIRM 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) BS, Civil Engineering Florida State University, Professional Engineer FL #50679, 1996 GA #32520, 2007 LA #37559, 2012 AL #35562-E, OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, et) Advanced Work Zone Traffic Control, IMSA Traffic Signal Inspector, CTQP Quality Control Manager, FDOT Final Estimates Level I & II, FDOT/FDEP Stormwater Management Inspector, Radiation Safety Officer, ACI Certification 19. RELEVANT PROJECTS (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Airway Drive Sidewalk & Drainage Project Escambia County, FL (3) BRIEF DESCRIPTION (Brief scope, size, cost, et) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer for this Local Agency Project for the Escambia County Board of County Commissioners. The Project required the complete reconstruction of Airway Drive including installation of a storm Sewer system, box culverts, sanitary sewer force main, replacement of existing CA water mains, road reconstruction, curbing, sidewalks, ditch grading, armor-flex lining, wetland mitigations, and associated noxious species removal. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Guidy Lane Roadway and Drainage Improvements Project Escambia County, FL (3) BRIEF DESCRIPTION (Brief scope, size, cost, et) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer for the Escambia County Board of County Commissioners. The Project consisted of the construction approximately 3/4 mile of roadway paving and drainage improvements including milling, overlay, widening, turn lanes, tapers, curbing, curb inlets, ditch inlets and piping, driveway culverts, and miscellaneous flumes and structures along Guidy Lane, from Nine Mile Road to Candlestick Driv (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SR 30 (US 98) Resurfacing From Zoo to Okaloosa County Line Santa Rosa County, FL (3) BRIEF DESCRIPTION (Brief scope, size, cost, et) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer for this roadway construction contract required milling and resurfacing, safety improvements, drainage improvements, and signing and pavement markings to 14 miles of SR 30 (US 98). Improvements also required the construction of 4 drilled shafts to support the signal mast arms for traffic control and school zone flashing beacons. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Cervantes Street Resurfacing Project Pensacola, Escambia County, FL (3) BRIEF DESCRIPTION (Brief scope, size, cost, et) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED (3) BRIEF DESCRIPTION (Brief scope, size, cost, et) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer for the Resurfacing of Cervantes Street from Pace Blv to 15th Avenu This corridor section of Cervantes Street has a high degree of commercial/business utilization and is an urban corridor with ADA access on both sides of the roadway section. The project included specific intersection signal upgrades and replacement of all existing curb ramps with ADA compliant curb access ramps. Bayou Texar Bridge Replacement Escambia County, FL Senior Project Engineer for this contract. Complete replacement of the Bayou Texar Bridge between East Pensacola Heights and East Hill in of Pensacola Florid The Bayou Texar Bridge was designed with emphasis on architectural treatments including pedestrian parapet walls, pedestrian handrails, and bridge lighting. The Bayou Texar Bridge Project was selected by the FDOT/FTBA as a statewide recipient of the 2001 "Best in Construction" awar STANDARD FORM 330 (05/2008) PAGE 3

4 (Present as many projects as requested by the agency, or 10 projects, if not specifie Airway Drive Sidewalk & Drainage Project Escambia County, Florida PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Escambia BOCC Chris Curb (850) POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER Local Agency Project for the Escambia County Board of County Commissioners. The Project required the complete reconstruction of Airway Drive including installation of a storm Sewer system, box culverts, sanitary sewer force main, replacement of existing CA water mains, road reconstruction, curbing, sidewalks, ditch grading, armor-flex lining, wetland mitigations, and associated noxious species removal. 1 STANDARD FORM 330 (05/2008) PAGE 4

5 (Present as many projects as requested by the agency, or 10 projects, if not specifie Guidy Lane Roadway and Drainage Improvements Project Escambia County, Florida PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Escambia BOCC James Duncan POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER The Project consisted of the construction of approximately 3/4 mile of roadway paving and drainage improvements including milling, overlay, widening, turn lanes, tapers, curbing, curb inlets, ditch inlets and piping, driveway culverts, and miscellaneous flumes and structures along Guidy Lane, from Nine Mile Road to Candlestick Driv 2 STANDARD FORM 330 (05/2008) PAGE 5

6 (Present as many projects as requested by the agency, or 10 projects, if not specifie SR 30 (US 98) Resurfacing From Zoo to Okaloosa County Line Santa Rosa County PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Dominic Richard This roadway construction contract required milling and resurfacing, safety improvements, drainage improvements, and signing and pavement markings to 14 miles of SR 30 (US 98). Improvements also required the construction of 4 drilled shafts to support the signal mast arms for traffic control and school zone flashing beacons. POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER DominiRichard@dot.statfl.us 3 STANDARD FORM 330 (05/2008) PAGE 6

7 (Present as many projects as requested by the agency, or 10 projects, if not specifie Cervantes Street Resurfacing Project Pensacola, FL PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Georgina Aciento-Kent, P.E This project required the complete resurfacing of Cervantes Street from Pace Blv to 15th Avenue all within the limits of the City of Pensacol This corridor section of Cervantes Street has a high degree of commercial/business utilization and is an urban corridor with ADA access on both sides of the roadway section. The project included specific intersection signal upgrades and replacement of all existing curb ramps with ADA compliant curb access ramps. Intersection signal improvements required the construction of drilled shafts to support the proposed mast arm signal poles. Due to numerous utility conflicts, direct organization with the District Geotechnical Engineer and the Engineer of Record was required to direct the efforts of the Contractor for required changes to the proposed mast arm foundations. POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER GeorginAciertoKent@dot.statfl.u Contact GeorginAciertoKent@dot.statfl.us 4 STANDARD FORM 330 (05/2008) PAGE 7

8 (Present as many projects as requested by the agency, or 10 projects, if not specifie Bayou Texar Bridge Replacement Pensacola, Escambia County, FL PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Eric Benson, P.E POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER The 511-foot long Bayou Texar Bridge spans Bayou Texar between East Pensacola Heights and East Hill within the historical district of Pensacola Florid The construction of the new Bayou Texar Bridge necessitated the phased removal of the existing bridge structure (circa 1950's) and utilization of a 690' ACROW Bridge to carry vehicle traffic over Bayou Texar during the duration of construction. The Bayou Texar Bridge was designed with specific emphasis on architectural treatments. The exposed exterior faces of the 57' Type III Girders included parabolic recessed striations to depict the look of a sawn girder. The Bridge also included architectural treatment of the pedestrian parapet walls, pedestrian handrails, and bridge lighting. The Bridge lighting was designed to match and accent the lighting features in other areas of downtown Pensacol The Bayou Texar Bridge Project was selected by the FDOT/FTBA as a statewide recipient of the 2001 "Best in Construction" awar 5 STANDARD FORM 330 (05/2008) PAGE 8

9 (Present as many projects as requested by the agency, or 10 projects, if not specifie Escambia River Bridges Replacement Escambia County, FL PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Eric Benson, P.E POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER Senior Project Engineer for the $27.8 Million Escambia River Bridge Project which required complete removal and replacemet of the existing Eastbound structure and the removal and replacement of seven (7) spans of the Westbound bridg The shipping channel was widened from 90' to 150'. The CEI inspection staff for the steel girder erection, high strength bolting operations, utilized the turn-of-the-nut method, and proper documentation of the project Torque wrenches utilizing a Skidmore-Wilhelm apparatus. Working directly with the US Corps of Engineers during construction, a permit for wetland impacts was established that included a wetlands mitigation plan and a final plan for wetland restoration prior to project acceptanc 6 STANDARD FORM 330 (05/2008) PAGE 9

10 (Present as many projects as requested by the agency, or 10 projects, if not specifie Carpenter Creek Bridge Replacement Escambia County, FL PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Eric Benson, P.E POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER The $2.4 million 98-foot long Carpenter Creek Bridge Replacement Project spans Carpenter Creek on SR 291 (Davis Highway). The existing crossing of Carpenter Creek was over a 4 barrel box culvert. Construction of the Carpenter Creek Bridge required the phased removal of the existing box culvert and the utilization of a 120' ACROW Bridge to carry vehicle traffic over Carpenter Creek. The substructure consisted of 24" pre-stressed concrete piles driven in the abutment locations. The superstructure consisted of a single span of 97' Type III Girders. The superstructure deck area measured 7760 sq. feet. 7 STANDARD FORM 330 (05/2008) PAGE 10

11 (Present as many projects as requested by the agency, or 10 projects, if not specifie Davis Highway/Olive Road Intersection Escambia County, FL PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Eric Benson, P.E POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER The Davis Highway/Olive Road Intersection is one of the most heavily traveled intersections in Escambia County. Prior to construction of this project, Davis Highway was a 4-lane urban roadway and Olive road was a 2-Lane roadway. This project required the 6-Laning (grassed medians) of Davis Highway and the 4-Laning of Olive Roa Storm water drainage was routed from the project improvements to a controlled release storm water retention pon The Storm water pond was constructed with a sand filter under drain to facilitate a controlled drawdown of the storm water pond volum The pipe system for this project required the installation of 1.2 miles of mainline pipe ranging in size from 18" to 66" installed to depth of 22 feet deep. Overhead truss signs were included as part of the work for this project for routing of traffic to the adjacent Interstate 10 access ramps. The overhead truss signs were installed on 5' Diameter shafts installed to a depth of 23'. The span width of the overhead trusses ranged from 144' to 156'. The overhead trusses were set during a night time road closure operation in order to allow for minimal disruption to traffic on the Davis Highway roadway. 8 STANDARD FORM 330 (05/2008) PAGE 11

12 (Present as many projects as requested by the agency, or 10 projects, if not specifie SR 87 Reconstruction Nichols Lake Road to US 90 Santa Rosa County, FL PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Billy Robinson (850) This 3.4 mile capacity improvement project and reconstruction project required the complete removal of the existing two lane SR 87 roadway and the construction of both a divided 4-lane urban roadway and a divided 4-Lane rural roadway. Structural related improvements for the project included the construction of a 348 foot long 6.5' tall concrete gravity wall, rigid curb and gutter barrier wall, concrete barrier wall to protect the I-10 substructure, and drilled shafts to support 16 High Mast Lights installed within the SR 87/I-10 interchang POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER billy.robinson@dot.statfl.us (850) Drainage improvements included Type "F" Curb and installation of mainline pipe ranging in size from 18" to 72" and the construction of 6 seperate stormwater detention ponds. STANDARD FORM 330 (05/2008) PAGE 12

13 (Present as many projects as requested by the agency, or 10 projects, if not specifie SR 30 Shoulder Revetment on Okaloosa Island Okaloosa County, FL PROJECT OWNER POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Billy Robinson (850) This $14.4 million project was constructed across the barrier island in south Okaloosa County which supports US 98 as the primary traffic route for commuters between the coastal towns of Ft. Walton Beach and Destin. This roadway section is vulnerable to storm surge overtopping associated with Hurricane landfall events. This Project included the construction and installation of 9 miles of stainless steel gabion mats for shoulder revetment of the critical US 98 corridor. This project also required the construction and installation of 6 miles of composite sheet pile walls with a reinforced concrete cap. The sheet wall was constructed in highly vulnerable sections of the roadway that have failed and been destroyed during prior Hurricane landfall events. POINT OF CONTACT ADDRESS POINT OF CONTACT FAX NUMBER billy.robinson@dot.statfl.us (850) This project was let with a "No Excuse" Bonus clause in the contract for project completion by a set milestone dat The Contractor for the project completed the roadway before the milestone date and opened the completed roadway to motorist traffic ahead of schedul STANDARD FORM 330 (05/2008) PAGE 13

14 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL 27. ROLE IN THIS CONTRACT (From Section E, Block 12) (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing tabl Place "X" under project key number for participation in same or similar rol) Bob Worley, P.E. Project Manager X X X X X X X X X X 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 Airway Drive Sidewalk & Drainage Project 6 Escambia River Bridges Replacement Guidy Lane Roadway and Drainage 2 7 SR 30 (US 98) Resurfacing From Zoo to Okaloosa 3 8 Cervantes Street Resurfacing Project 4 9 Bayou Texar Bridge Replacement 5 10 Carpenter Creek Bridge Replacement Davis Highway/Olive Road Intersection SR 87 Reconstruction Nichols Lake Road to US 90 SR 30 Shoulder Revetment on Okaloosa Island STANDARD FORM 330 (05/2008) PAGE 14

15 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH SHEETS AS NEEDED. Bob Worley is a highly experienced Construction Engineer specializing in intricate Roadway and Bridge Heavy Construction Projects. Mr. Worley has worked in the CEI Field since Mr. Worley began his career in the CEI Field as an Inspector and has served as Office Engineer, Project Engineer and a Senior Project Engineer for Florida Department of Transportation projects during his 24 year CEI career. Mr. Worley has supervised a staff of up to 26 engineers and technicians overseeing work in multiple counties within the FDOT District 3 are Mr. Worley currently serves as the President and Senior Project Engineer for. Mr. Worley is highly knowledgeable in construction methods and has specific in-depth knowledge related to: pile foundation construction, test pile static and compression loading programs, bridge substructure construction, bridge superstructure construction, false work construction, plate girder (structural steel) assembly and erection, high strength bolted connections, concrete foundation construction in wet conditions, sheet pile installation, and cofferdam construction. Mr. Worley has also served as a Design Engineer for multi-lane roadway projects. Specific design experience includes: Geometric Design, Super Elevation Alignment and Design, Maintenance of Traffic Plans, Erosion Control Plans, and quantity cost estimates and calculations. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE 01/25/ NAME AND TITLE Bob Worley, P.E. President STANDARD FORM 330 (05/2008) PAGE 15