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ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of Qualifications RFQ-484-112315 Project/Contract #3 Project Number: IMNH0-0285-01(352) PI Number: 713300 County: DeKalb County Description: I-285 @ Bouldercrest Road Submitted to: Georgia Department of Transportation Submitted by: Michael Baker International, Inc.

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ENGINEERING DESIGN SERVICES

(B3 – 2015)

Statement of QualificationsRFQ-484-112315

Project/Contract #3Project Number: IMNH0-0285-01(352)PI Number: 713300County: DeKalb CountyDescription: I-285 @ Bouldercrest Road

Submitted to:Georgia Department of Transportation

Submitted by:Michael Baker International, Inc.

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

A. ADMINISTRATIVE REQUIREMENTSPage 1

A. ADMINISTRATIVE REQUIREMENTS1. BASIC COMPANY INFORMATION a. Company Name: Michael Baker International, Inc.

b. Company Headquarter Address: Michael Baker International, Inc., 100 Airside Drive, Moon Township, PA 15108

c. Primary Contact: Al Bowman, P.E. – Assistant Vice President | Phone: 770-263-9118 | Cell: 678-642-0455 | Fax: 770-263-9145 | [email protected]

d. Company Website: www.mbakerintl.com

e. Georgia Addresses: 420 Technology Parkway, Suite 150, Norcross, GA 30092

f. Staff:

Discipline Number of Employees in Norcross, GA Office Discipline Number of Employees

in Norcross, GA OfficeAdministrative 6 Engineering Technician 11Civil Engineer 5 Environmental Scientist/Specialist 3Construction Inspector 1 GIS Specialist 1Construction Manager 1 Planner 3Designer/CADD Technician 2 Structural Engineer 3Ecologist 1 Transportation Engineer 10

Total 47

g. Ownership: C Corporation | State of Residency: Pennsylvania | Years in Business: 75 years

2. CERTIFICATION FORMThe certification form for Michael Baker International, Inc. is included at the end of this section.

3. GEORGIA SECURITY AND IMMIGRATION COMPLIANCE ACT AFFIDAVIT FORMThe Georgia Security and Immigration Compliance Act Affidavit form for Michael Baker International, Inc. is included at the end of this section.

4. ADDENDUMThe signed cover page for the Addendum issued is included at the end of this section.

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

B. EXPERIENCE AND QUALIFICATIONSPage 1

B. EXPERIENCE AND QUALIFICATIONS1. PROJECT MANAGER

THOMAS MONTGOMERY, P.E.Project Manager

a. Education: B.S.C.E., Civil Engineering, Georgia Institute of Technology, 1990b. Registration: Professional Engineer – GA #023354Mr. Montgomery has 24 years of roadway design experience working directly for GDOT and other local municipalities. Mr. Montgomery the Office Principal for Georgia Operations and is currently responsible for planning, supervising, and reviewing the design of different roadway and bridge

projects. Mr. Montgomery’s past experience includes construction inspection, drainage design, geometric design, erosion control, traffic control, and quantities. He has worked in Georgia his entire career and has completed many road projects for the DOT and local governments and has extensive construction management and program management experience.

c. Relevant Engineering Experience:I-95 at SR 251, McIntosh County, Georgia. The project consisted of the reconstruction of the interchange of I-95 and SR 251. A new bridge on SR 251 over I-95 was planned to provide two-lanes in each direction along with a two-way left-turn lane. The new bridge included the required horizontal and vertical clearances for the widening of I-95. All ramps at the I-95 and SR 251 interchange were upgraded to current department standards, lengthened to provide adequate acceleration and deceleration lengths, and designed to accommodate the widening of I-95. Mr. Montgomery was responsible in a supervisory role for the quality of this project. Relevance: Similar interchange reconstruction, staged construction, heavily traveled interstate corridor

Jones Bridge Road at SR 120 Safety Improvement Project, Fulton County, Georgia. Mr. Montgomery was the Project Manager and lead designer for the design to relocate the major intersection of Jones Bridge at SR 120. The project required approximately 3.9 miles of reconstruction of the approaches and other reliever roads. The intersection was shifted 100 feet and lowered +/- 10 feet to improve the operation of the intersection. The project contains dual lefts in all directions and medians in all directions. The project did require coordination with GDOT and FHWA to obtain permits and environmental clearance. Relevance: Demonstrated experience with signalized intersections likely needed at ramps of interchange, staged construction, high traffic volume

SR 88, Jefferson County, Georgia. Served as the Project Manager for the widening and reconstruction of approximately 9.3 miles of two-lane roadway to a four-lane rural section. The project had many historical sites and structures creating many restrictions to the horizontal and vertical layout. One hundred percent of the project was reconstructed to meet speed design and avoid historical properties. The project had two major culvert crossings and required the reconstruction of one parallel bridge. Relevance: Understanding of GDOT Policies, followed GDOT PDP, included bridge

US 1/SR 4 Improvements (GRIP), Emanuel and Jefferson Counties, Georgia. The purpose of this project was to widen and improve 14 miles of US 1/SR 4. Improvements consisted of widening US 1/SR 4 from two 12-foot lanes to four new 12-foot lanes with a 44-foot-wide grassed median and a right-of-way of 250 feet. At the beginning of the project, US 1/SR 4 was widened on the east side of US 1 to match the alignment of the northern terminus of an adjacent widening project. At CR 191/Fred Evans Road, the alignment shifted to the west side to minimize residential and wetland impacts, then became symmetrical to tie into the Wadley Bypass at US 1/SR 4 Business. The scope of services included construction plans, drainage plans, right-of-way plans, stage construction plans, erosion control plans, signing and marking plans, and utility plans. Mr. Montgomery was responsible in a supervisory role for the quality of this project. Relevance: Understanding of GDOT policies, followed GDOT PDP

US 129/SR 15, Jackson County, Georgia. The purpose of this project was to widen and reconstruct a 5.9-mile section of US 129/SR 15 Alternate in Jackson County. The project began just to the north of SR 330 and extended northerly to the beginning of the Jefferson Bypass near the city of Arcade. Improvements consisted of widening the existing two-lane section to provide four 12-foot lanes with a 44-foot depressed grassed median for the majority of the project; however, the median was reduced to 32-feet for approximately two miles to avoid impacts to two cemeteries and historical properties. The scope of services included construction plans, drainage plans, right-of-way plans, stage construction plans, erosion control plans, signing and marking plans, and utility plans. Mr. Montgomery was responsible in a supervisory role for the quality of this project. Relevance: Understanding of GDOT policies, followed GDOT PDP

Value Added Expertise: 9 24 Years of experience 9 PM/Designer on five previous interchange projects 9 Accomplished at managing multi-discipline design teams

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

B. EXPERIENCE AND QUALIFICATIONSPage 2

SR 47 over Little River (J Strom Thurmond/Clarks Hill Lake) Design-Build Bridge Replacement, Lincolnton, Georgia. The project consisted of replacing the existing low level structurally deficient bridge over J Strom Thurmond/Clarks Hill Lake with a higher level (30-foot vertical clearance) structure through a design-build contracting process. Michael Baker teamed with the Scott Bridge Company and Mr. Montgomery served as the Project Manager. The structure is approximately 1,900 feet long with pre-stressed concrete beam superstructure on drilled caisson and pile footing foundations. The approach roadway sections were founded on rock embankment due to the width of the lake at the crossing location. Lake depths of over 100 feet complicated all aspects of design and construction. Treatment of stormwater runoff was in accordance with GDOT MS4 permit on the Columbia County side of the lake. Relevance: Experienced with bridge replacement, permiting, multi-discipline team, most cost effective design

d. Relevant Project Management Experience:I-285 at Flat Shoals Road Interchange Improvement, DeKalb County, Georgia. The project consisted of validating the existing concept and providing environmental document and preliminary and final plans for the complete reconstruction of the existing diamond interchange and the replacement of the adjoining bridge over I-285 carrying Panthersville Road. The project was approximately seven miles in length inclusive of all ramps, crossroads, intersections, and auxiliary lanes along I-285. The project required design of two major bridges over I-285 and widening plans on another bridge along I-285. The design had to consider future HOV lanes along I-285. Mr. Montgomery was the Project Manager for this project. Relevance: Similar interchange reconstruction in nearby location, staged construction, heavily traveled interstate corridor

I-575 at Ridgewalk Parkway, Cherokee County, Georgia. This project consisted of the construction of a full diamond interchange on new location where Ashland Parkway/Ridgewalk Parkway overpasses I-575 utilizing the design-build delivery method. Mr. Montgomery served as the Design Project Manager responsible for all aspects of the completion of the design. The project included the construction of the interchange with a new bridge over I-575, five retaining walls, and three sound walls. Relevance: Similar interchange reconstruction, staged construction, heavily traveled interstate corridor

Hammond Drive at SR 400 Interchange, Fulton County, Georgia. This design-build project constructed a new half-diamond interchange oriented to the north of Hammond Drive along SR 400. Mr. Montgomery managed design of this project, which included an additional 12-foot auxiliary lane on SR 400 northbound and southbound from the north side of Hammond Drive to the southern entrance and exit ramps to Abernathy Road. On the east side of the proposed northbound on-ramp and auxiliary lanes along SR 400, a noise barrier was constructed adjacent to the Dunwoody Springs neighborhoods. The existing Hammond Drive Bridge over SR 400 was replaced and Hammond Drive was widened to a six-lane curb and gutter facility consisting of three 12-foot lanes in each direction and five-foot-wide sidewalks on both sides. Relevance: Similar interchange reconstruction, staged construction, heavily traveled limited access corridor, extensive utility coordination

Jimmy Deloach Connector, Chatham County Georgia. This design-build project consisted of a new 3.1 mile roadway alignment that begins at Bourne Avenue/SR 307 and terminates at the existing eastern end of Jimmy Deloach Parkway, with new interchanges constructed at Grange Road and Jimmy Deloach Parkway. The typical section of the limited access roadway consisted of four 12-foot-wide travel lanes (two in either direction) separated by a median barrier with 4-foot-wide inside shoulders, and 6.5-foot-wide paved outside shoulders, with a posted speed limit of 55 mph. Michael Baker serves as the lead design firm on this design-build project and provided roadway, bridge, and drainage design; geotechnical studies; environmental permitting; right-of-way acquisition; and utility coordination. Mr. Montgomery was the Project Manager responsible for coordination of all design efforts on the project. Relevance: Project included two interchanges at Grange Road and Sonny Dixon Interchange, extensive utility coordination, multi-discipline teams

I-75 Southbound Auxiliary Lane, Henry County, Georgia. Mr. Montgomery managed this design-build project to provide an additional lane on I-75 southbound from the I-675 merge to the Eagle’s Landing Parkway Exit. The project included full depth widening, noise walls, and bridge widening. Relevance: Heavily traveled interstate construction/maintenance of traffic, staged construction, sound barrier walls

e. Relevant Experience Utilizing GDOT Specific Processes, Manuals, or Guidance:Mr. Montgomery is responsible for the technical accuracy and major design decisions on surface transportation projects undertaken by Michael Baker in Georgia. He routinely uses the GDOT PDP, Design-Build Manual, Design Policy Manual, MUTCD, Roadside Design Guide, AASHTO Green Book, Drainage Manuals, and GDOT Environmental Procedures Manual.

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

B. EXPERIENCE AND QUALIFICATIONSPage 3

2. KEY TEAM LEADERS

BRAD GOWEN, P.E.Roadway Design Lead

a. Education: B.S.C.E., 1999, Civil Engineering, University of Floridab. Registration: Professional Engineer (Civil) – GA #032702, MO; E&S Control Level II Certified Design Professionalc. Relevant Engineering Experience:Mr. Gowen is a project manager/roadway engineer with experience in

designing transportation projects in the state of Georgia that have included interstate widening and interchange upgrades, rural multilane widening projects, intersection improvements, bridge replacement projects, and sidewalk projects. His professional experience has encompassed project management, alternatives analysis, and Preliminary, Right-of-Way, and Final Roadway Design. He has a solid foundation and understanding of GDOT’s Design Policy Manual, Electronic Data Guidelines, Plan Preparation Guidelines, Plan Development Process, and GDOT’s Pavement Design Manual. He has gained considerable experience in designing Erosion Control Plans in accordance with the Georgia Environmental Protection Division Guidelines. Mr. Gowen has also been the lead roadway design engineer for three successful design-build projects for the Georgia Department of Transportation.

I-285 / Flat Shoals Road Interchange Reconstruction, Dekalb County, Georgia. Lead Engineer. The project consisted of validating the existing concept and providing the environmental document and preliminary and final plans for the complete reconstruction of the existing diamond interchange including the replacement of the adjoining bridge over I-285 carrying Panthersville Road. The project was approximately 7.0 miles in length inclusive of all ramps, crossroads, intersections and auxiliary lanes along I-285. The project required the design of two major bridges over I-285 and widening plans on another bridge along I-285. The design considered future HOV lanes and CD lanes along I-285 and improvement projects at both I-20 and Bouldercrest Roads. In addition, the increased laneage and ramp improvements required the development of eleven retaining walls in order to minimize impacts to directly adjacent historic, residential and commercial properties. Sound walls were designed for further conditions and will be reconstructed as necessary to comply with the environmental document. Relevance: Nearby complex urban interchange, staged construction, urban drainage

SR 251 over I-95 Bridge Replacement and Interchange Reconstruction, McIntosh County, Georgia. Project Manager/Lead Engineer. Michael Baker provided concept validation, preliminary and final roadway and bridge plans, construction staging, and erosion control for the SR 251 over I-95 bridge replacement and interchange reconstruction project. All ramps at the I-95 and SR 251 Interchange were upgraded to the current department standards and lengthened to provide adequate acceleration and deceleration lengths. In addition, the interchange reconstruction includes the installation of high mast lighting and necessary retaining walls. The typical section of SR 251 consists of one lane in each direction with a raised median for enhanced safety and traffic operations. The total project length along SR 251 is one mile. Relevance: Lead design on all aspects of project, interchange reconstruction in heavily traveled I-95 corridor, complex staged construction, utility coordination

Jimmy Deloach Connector Design-Build, Chatham County, Georgia. Project Engineer for Design-Build of new roadway alignment and 5 bridges beginning at Bourne Avenue/SR 307 and terminates at the existing eastern end of Jimmy Deloach Parkway. New interchanges will be constructed at Grange Road and Jimmy Deloach Parkway. Responsibilities included coordination of all design efforts, utility coordination, environmental permitting and ROW acquisition. This project was the first GDOT Design-Build project in which the Design-Build team was responsible for purchasing the ROW. The team acquired 48 parcels and is on target to meet the construction completion date. Along with the R/W, the team was responsible for locating available mitigation credits, negotiating the cost and purchasing the mitigation credits. Additionally, the project also included major utility relocations, including a 48” waterline, and management of those relocation costs. Relevance: Understanding of full design package, lead design on all aspects of project, oversaw day-to-day production, coordination with multiple stakeholders, coordination with subs and major utility relocations

d. Relevant Experience Utilizing GDOT Specific Processes, Manuals, or Guidance:Mr. Gowen routinely uses the GDOT PDP, Design-Build Manual, Design Policy Manual, MUTCD, Roadside Design Guide, AASHTO Green Book, Drainage, and Environmental Procedures Manuals on a daily basis and has a strong understanding of their application to design issues.

Value Added Expertise: 9 16 Years of experience 9 Broad experience with widening, bridge replacement, and intersections 9 Understands GDOT Policy, PDP, and schedules

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

B. EXPERIENCE AND QUALIFICATIONSPage 4

AL BOWMAN, P.E.Bridge Design Lead

a. Education: B.S., Civil Engineering, Clemson University, 1988b. Registration: Professional Engineer – GA #24732c. Relevant Engineering Experience:Mr. Bowman has 27 years of experience in the design and construction of transportation structures. During this time, he has personally designed over 50 Bridges throughout the state of Georgia. Mr. Bowman

is currently responsible for oversight, management, technical expertise, and QC/QA for bridge and structures projects for Michael Baker’s Georgia Operations, and is well-qualified to serve as Lead Structural Engineer for the I-285/Bouldercrest Interchange due to his experience in the area and with similar interchange bridges. He previously served as lead structural engineer for both the Bouldercrest/South River Bridge, just south of I-285 and the nearby I-285/Flat Shoals interchange project that was nearly complete when GDOT pulled it back in house during the project slowdown of 2008.

I-285 / Flat Shoals Road Interchange Reconstruction, Dekalb County, Georgia. Lead Structural Engineer. The project consisted of validating the existing concept and providing the environmental document and preliminary and final plans for the complete reconstruction of the existing diamond interchange including the replacement of the adjoining bridge over I-285 carrying Panthersville Road. The project was approximately 7.0 miles in length inclusive of all ramps, crossroads, intersections and auxiliary lanes along I-285. The project requires design of two major bridges over I-285 and widening plans on another bridge along I-285. The design must consider future HOV lanes and CD lanes along I-285 and improvement projects at both I-20 and Bouldercrest Roads. In addition, the increased laneage and ramp improvements required the development of eleven retaining walls in order to minimize impacts to directly adjacent historic, residential and commercial properties. Sound walls were designed for future conditions and will be reconstructed as necessary to comply with the environmental document. Relevance: Design of interchange bridges and associated structures in nearby location on I-285, retaining walls, sound barrier walls

Bouldercrest Road over South River Bridge Replacement Project, DeKalb County, Georgia. Lead Structrual Engineer. This project consisted of the replacement and widening of a structurally deficient bridge on Bouldercrest Road over South River east of I-285. The bridge will be replaced and widened to accommodate the Bouldercrest Road / I-285 interchange project and to accommodate bike lanes and sidewalks. Bridge length was increased to clear FEMA Flood Plain and accommodate future multi-use trail along South River. Design included complicated detailing for numerous utility lines as well as Extensive environmental coordination including a 4(f)/6(f) approval. Relevance: Design of nearby bridge to accommodate future I-285/Bouldercrest interchange, demonstrated familiarity with project/area

Hammond Drive at SR 400 Interchange, Fulton County, Georgia. Lead Structural Engineer. This design-build project constructed a new half-diamond interchange oriented to the north of Hammond Drive along SR 400. Mr. Bowman served as Lead Structural Engineer which included oversight of the design and construction of the replacement bridge over SR 400, including all sound barriers, as well as the Tied-back, MSE, and concrete cantilever retaining walls that were necessary to squeeze the new half diamond interchange into the constrained space available for the project. Relevance: Located within similarly busy I-285/SR 400 Corridor, dense/urban environment, staged construction, utility coordination/accommodation, spans designed to accommodate the future I-285/SR 400 Interchange project

d. Relevant Experience Utilizing GDOT Specific Processes, Manuals, or Guidance:Mr. Bowman has completed the Plan Development Process training held by GDOT in years past. He has kept current with the changes in the process through being an active project manager on GDOT projects. Mr. Bowman is also familiar with the Roadway Design, Drainage Design Policy, and Environmental Procedures manuals to the extent that is necessary to be an effective project manager. As a structural engineer, Mr. Bowman is familiar with the GDOT Bridge Design Policy manual and served as Co-chairman of the original committee that authored it, and continues to serve on the committee to this day. In addition, Mr. Bowman has used all of the available GDOT Bridge design software and GDOT MicroStation customization as needed to complete projects. He is also trained in the new (to Georgia) AASHTO LRFD design method, and has completed seven structures for GDOT by this method.

Value Added Expertise: 9 I-285/Bouldercrest Corridor experience 9 Interchange experience 9 Structural SME for NWC project 9 27 years of experience in design and construction of structures

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

B. EXPERIENCE AND QUALIFICATIONSPage 5

MARY BEST, PH.D.NEPA Lead

a. Education: Ph.D., Soil Science, Cornell University, 1987; M.S., Biology, Fredonia State University, 1977; B.S., Biology, Fredonia State University, 1974b. Registration: N/Ac. Relevant Engineering Experience:As Manager of Environmental Planning for Michael Baker’s Atlanta-

area operations, Dr. Best is responsible for providing technical direction and oversight of the firm’s environmental services activities throughout Georgia. She has more than 40 years of environmental consulting experience, including more than 24 years of experience on transportation projects at all levels of complexity -- from intersection improvements and streetscapes to design-build and multi-year, multi-billion dollar highway, tunnel, and bridge projects. Her areas of technical specialization include ecosystem science, water quality, and aquatic ecology. She has coordinated a wide variety of environmental specialty studies, including data collection and analysis activities, and she has co-authored and reviewed numerous NEPA documents, environmental permit applications, and peer-reviewed scientific publications and technical reports.

US 27 at Custer Road Interchange Improvements, Muscogee County, Georgia. Subconsultant Project Manager. Dr. Best oversaw the air quality, noise, and ecological investigations and co-authored a GEPA Type B Report (including a comprehensive NEPA appendix) and federal and state permit applications (CWA Section 404 NWP 14 and State Buffer Variance). This 1.2-mile long project will improve the existing security checkpoint interchange system at the Fort Benning U.S. Army Base to allow for non-checkpoint access to Custer Road from US 27, and is being designed to accommodate a commercial development (Benning Technology Park). Relevance: Interchange improvements project, GDOT environmental approval, NEPA documentation

SR 101 Widening and Interchange Improvements Project, Floyd County, Georgia. Subconsultant Project Manager. Dr. Best is overseeing development of the Logical Termini Justification Form (based on traffic analyses of four roadway segments), the Purpose & Need Statement, and two of the Public Information Open House (PIOH) meetings, in coordination with the project team. This 10-mile long project is being designed to improve mobility and address safety concerns between Rockmart and Rome by widening the corridor, improving the SR 101 at SR 20 interchange, and adding turn lanes at several intersections. Environmental constraints to widening along the project corridor include residential displacements, historic resources, and stream resources. Relevance: Interchange improvements project; GDOT environmental approval; PIOHs and public outreach

Northwest I-75 / I-575 Corridor Project Draft EIS, Cobb and Cherokee Counties, Georgia. Environmental Analysis and Documentation Coordinator. For a previous employer, Dr. Best was responsible for coordination and technical oversight of all environmental analyses for the NEPA Draft EIS for the proposed High-Occupancy Vehicle and Bus Rapid Transit roadway improvements and transit stations along 29.7 miles of Interstate 75 and Interstate 575 northwest of Atlanta. Relevance: Interchange improvements; GDOT environmental approval; comprehensive environmental specialty studies; several PIOHs / public outreach

d. Relevant Experience Utilizing GDOT Specific Processes, Manuals, or Guidance:Dr. Best has a strong understanding of GDOT’s Plan Development Process and its Environmental Procedures Manual. She also has received nationally recognized environmental training, including the Federal Highway Administration / National Highway Institute’s Advanced NEPA Seminar; the FHWA-NHI’s Effective Communications in Public Involvement; and the Advisory Council on Historic Preservation’s, Section 106 Advanced Seminar.

Value Added Expertise: 9 Prepared numerous NEPA documents over 30 years, including many GDOT bridge project CEs 9Obtained CWA Section 404 Permits and Buffer Variances for many GDOT bridge replacement projects 9More than 24 years of transportation project experience, specializing in aquatic ecology and water quality

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

B. EXPERIENCE AND QUALIFICATIONSPage 6

3. PRIME EXPERIENCEI-285 / FLAT SHOALS ROAD INTERCHANGE RECONSTRUCTIONa. Client name: GDOT| Project location: DeKalb County, Georgia | Dates of services

performed: 2002 - 2009b. Description of overall project and services performed: The project consisted of validating

the existing concept and providing the environmental document and preliminary and final plans for the complete reconstruction of the existing diamond interchange including the replacement of the adjoining bridge over I-285 carrying Panthersville Road. The project was approximately 7.0 miles in length inclusive of all ramps, crossroads, intersections and auxiliary lanes along I-285. The project requires design of two major bridges over I-285 and widening plans on another bridge along I-285. The design must consider future HOV lanes and CD lanes along I-285 and improvement projects at both I-20 and Bouldercrest Roads. In addition, the increased laneage and ramp improvements required the development of eleven retaining walls in order to minimize impacts to directly adjacent historic, residential and commercial properties. Sound walls were designed for future conditions and will be reconstructed as necessary to comply with the environmental document.

c. Duration of project services provided: 7 years | Overall project budget: Construction – $25 Million; Design – $2 Milliond. Experience utilizing GDOT specific processes, manuals, or guidance: Roadway Design Policy, Driveway and Encroachment

Control Manual, Structures Design Policy, Drainage Manual, Environmental Procedures Manual, Automated Survey Manual, Pavement Design Manual, Geotechnical Procedures Manual, MicroStation EDG and Bridge Customization, CAiCE, GDOT Bridge Programs

e. Client contact information including contact names: The GDOT PM's for this project (Mike Haithcock, Nicoe Alexander, Karyn Matthews) have retired or are no longer in Program delivery

f. Involvement of Key Team Leaders: Thomas Montgomery, P.E.; Brad Gowen, P.E.; Al Bowman, P.E.

Bouldercrest Road over South Rivera. Client name: DeKalb County| Project location: DeKalb County, Georgia | Dates of

services performed: 1/2004 - 1/2006b. Description of overall project and services performed: Michael Baker developed

conceptual, preliminary, and final plans for replacement and widening of a structurally deficient bridge on Bouldercrest Road over the South River, east of I-285. The project was performed to accommodate the Bouldercrest Road/I-285 interchange and to enable the addition of bicycle lanes and sidewalks. Michael Baker prepared right-of-way, erosion and sedimentation control, drainage, and maintenance and protection of traffic plans and coordinated public outreach.

c. Duration of project services provided: 2 years | Overall project budget: Construction – $1.9 Million; Design – $140,000d. Experience utilizing GDOT specific processes, manuals, or guidance: While not a GDOT project, the following policies were still

used in the development of this project: Roadway Design Policy, Driveway and Encroachment Control Manual, Structures Design Policy, Drainage Manual, Environmental Procedures Manual, Automated Survey Manual, Pavement Design Manual, Geotechnical Procedures Manual, MicroStation EDG and Bridge Customization, CAiCE, Bridge Programs

e. Client contact information including contact names: Mr. David Pelton | Telephone number: (770) 492-5223f. Involvement of Key Team Leaders: Al Bowman, P.E.

I-575 at Ridgewalk Parkwaya. Client name: GDOT| Project location: Cherokee County, Georgia | Dates of services

performed: 5/2010 - 2/2013b. Description of overall project and services performed: The project consisted of construction

of a full diamond interchange on new location where Ashland Parkway/Ridgewalk Parkway currently overpasses I-575. The project is located in Cherokee County approximately 1.6 miles north of the Towne Lake Parkway interchange and approximately 1.6 miles south of the Sixes Road interchange. The existing overpass bridge was removed and a new bridge

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

B. EXPERIENCE AND QUALIFICATIONSPage 7

constructed to accommodate the proposed typical section of one 12-foot lane in each direction, one 12-foot turn lane in each direction with curb and gutter, and 5-foot wide sidewalks. Old Rope Mill Road was relocated approximately 400 feet east of its current location to form a four-way, signalized intersection with Woodstock Parkway. Additionally, a new auxiliary lane was constructed from the existing northbound entrance ramp originating at Towne Lake Parkway to the new northbound exit ramp at Ridgewalk Parkway as well as a new auxiliary lane southbound from the existing southbound exit ramp at Towne Lake Parkway to the new southbound entrance ramp at Ridgewalk Parkway. The project also included 6,500 linear feet of proposed noise wall construction.

c. Duration of project services provided: 2 years, 9 months | Overall project budget: Construction – $17,100,000; Design – $1,329,862

d. Experience utilizing GDOT specific processes, manuals, or guidance: Roadway Design Policy, Driveway and Encroachment Control Manual, Structures Design Policy, Drainage Manual, Environmental Procedures Manual, Automated Survey Manual, Pavement Design Manual, Geotechnical Procedures Manual, Road and Bridge MicroStation Customization, InRoads, GDOT Bridge Programs

e. Client contact information including contact names: Mr. Darryl VanMeter | Telephone number: (404) 631-1703f. Involvement of Key Team Leaders: Thomas Montgomery, P.E.; Brad Gowen, P.E.; Al Bowman, P.E.; Mary Best, Ph.D.

Hammond Drive Bridge and Interchange Designa. Client name: GDOT | Project location: Fulton County, GA | Dates of services performed:

1/2009 - 11/2011b. Description of overall project and services performed: Michael Baker developed

bridge, traffic control, drainage, and erosion control plans and performed construction phase services for a design-build project to replace the Hammond Drive Bridge over S.R. 400 and construct a half-diamond interchange. The project also included widening of Hammond Drive, construction of additional 12-foot auxiliary lanes on S.R. 400 northbound and southbound, and construction of a noise barrier adjacent to the Dunwoody Springs neighborhoods.

c. Duration of project services provided: 2 years, 9 months | Overall project budget: Construction – $17.1M; Design – $1.1Md. Experience utilizing GDOT specific processes, manuals, or guidance: Roadway Design Policy, Driveway and Encroachment

Control Manual, Structures Design Policy, Drainage Manual, Environmental Procedures Manual, Automated Survey Manual, Pavement Design Manual, Geotechnical Procedures Manual, MicroStation EDG and Bridge Customization, CAiCE, GDOT Bridge Programs

e. Client contact information including contact names: Mr. John Hancock, P.E. | Telephone number: (678) 784-7050f. Involvement of Key Team Leaders: Thomas Montgomery, P.E.; Al Bowman, P.E.; Mary Best, Ph.D.

I-75 Southbound Auxiliary Lanea. Client name: GDOT | Project location: Henry County, Georgia | Dates of services

performed: 2008 - 2009b. Description of overall project and services performed: This project consisted of the

addition of an auxiliary lane on I-75 Southbound from the I-675 entrance ramp to the Eagles Landing Southbound exit ramp. The project was approximately 1.5 miles long and consisted of bridge widening, full depth pavement widening, noise wall installation, and drainage improvements. The project was developed using the design-build method for project delivery.

c. Duration of project services provided: 1 year | Overall project budget: Construction – $11.5 Milliond. Experience utilizing GDOT specific processes, manuals, or guidance: Experience utilizing GDOT specific processes, manuals,

or guidance: Roadway Design Policy, Driveway and Encroachment Control Manual, Structures Design Policy, Drainage Manual, Environmental Procedures Manual, Automated Survey Manual, Pavement Design Manual, Geotechnical Procedures Manual, MicroStation EDG and Bridge Customization, CAiCE, GDOT Bridge Programs

e. Client contact information including contact names: Mr. Albert Shelby, P.E. | Telephone number: (404) 631-1675f. Involvement of Key Team Leaders: Thomas Montgomery, P.E.; Brad Gowen, P.E.; Al Bowman, P.E.; Mary Best, Ph.D.

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

B. EXPERIENCE AND QUALIFICATIONSPage 8

4. AREA CLASS SUMMARY FORM AND NOTICE OF PROFESSIONAL CONSULTANT QUALIFICATIONS

Area Class # Area Class Description

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DBE – Yes/No --> No Yes No No Yes No Yes No No

Prequalification Expiration Date

11/3

0/17

5/31

/17

2/29

/16

3/31

/17

12/3

1/17

4/30

/16

4/30

/16

8/31

/17

4/25

/16

1.06(a) NEPA X X X1.06(b) History X X1.06(c) Air Quality X X1.06(d) Noise X X1.06(e) Ecology X X X X1.06(f) Archaeology X X1.06(g) Freshwater Aquatic Surveys X X

1.07 Attitude, Opinion, and Community Value Studies (Public Involvement) X X

3.02 Two-Lane or Multi-Lane Urban Roadway Design X X

3.03 Multi-lane Urban Roadway Widening and Reconstruction X X

3.05 Multi-Lane Urban Interstate Limited Access Design X X3.06 Traffic Operations Studies X X3.07 Traffic Operations Design X X3.12 Hydraulic and Hyrdological Studies (Roadway) X X X3.13 Facilities for Bicycles and Pedestrians X X3.15 Highway Lighting X4.01 Minor Bridge Design X4.04 Hydraulic and Hydrological Studies (Bridges) X X5.01 Land Surveying X5.04 Aerial Photography X5.05 Photogrammetry X X6.01(a) Soil Survey Studies X X6.02 Bridge Foundation Studies X6.03 Hydraulic and Hydrologic Studies (Soils & Foundation) X6.05 Hazardous Waste Site Assessment Studies X9.01 Erosion, Sedimentation, and Pollution Control Plan X X X

*On July 1, 2015 Michael Baker Jr., Inc., a Pennsylvania corporation currently registered to do business in Georgia and authorized to practice engineering, changed its name to Michael Baker International, Inc., but all other pertinent matters, including the FEIN, project managers, and executive management remain the same. To continue to do business in Georgia, Michael Baker International, Inc. (formerly Michael Baker Jr., Inc.) is in the process of filing the necessary paperwork to update its name with the appropriate state entities as expeditiously as is practical. As this is a name change only, it will not legally affect Michael Baker International, Inc.’s (formerly Michael Baker Jr., Inc.) existing or future agreements and proposals with its clients, and Michael Baker International, Inc. will continue to operate in the same fashion as it had prior to July 1, 2015.

STATE OF GEORGIA DEPARTMENT OF TRANSPORTATIONNOTICE OF PROFESSIONAL CONSULTANT QUALIFICATION

You are qualified to provide Consulting Services to the Department of Transportation for thearea-classes of work checked below. Notice of qualification is not a notice of selection.

AME AND ADDRESSettimio Consulting Seruices Inc.

590 lsabella Ingram Drive, Suite C-1

ensacola, FL 32504

ISSUE DATE

5t9/13

DATE OF EXPIRATION

4t30t16

SIGNATURE

1. Transporation Planning

1.01 State Wide Systems Planning

Urban Area and Regional Transportation1.02 Planning

1.03 Aviation Systems Planning

1.O4 Mass and Rapid Transportation Planning

1.05 Alternate System and Corridor Location Planning

1.06 Unknown

1.06a NEPADocumentation1.06b History

1.06c Air Studies

1.06d Noise Studies

1.06e Ecology

1.06f Archaeology1.069 FreshwaterAquaticSurveys

1.07 Attitude, Opinion and Community Value Studies

1.08 Airport Master Planning

1.09 Location Studies

1.10 Traffic Studies

1.11 Traffic and Toll Revenue Studies

1.12 Major Investment Studies

1.13 Non-MotorizedTransportationPlanning

3, Highway Design Roadway (Continued)Traffic Control Systems Analysis, Design and

3.09 lmplementation

3.10 UtilityCoordination3.11 Architecture3.12 Hydraulic and Hydrological Studies (Roadway)

3.13 Facilities for Bicycles and Pedestrians

3.'14 HistoricRehabilitation3.15 Highway Lighting

3.1 6 Value Engineering

3.17 Design of Toll Facilities Infrastructure

4. Highway Structures4.01 Minor Bridges Design

4.02 Major Bridges Design

4.03 Movable Span Bridges Design

4.04 Hydraulic and Hydrological Studies (Bridges)

4.05 Bridge Inspection

5. Topography5.01 Land Surveying

p.02 EngineeringSurveying5.03 GeodeticSurveying5.04 AerialPhotography

X 5.05 Aerial Photogrammetry

__L 5.06 Topographic Remote SensingX 5.07 Cartography

5.08 SubsurfaceUtilityEngineering2.04

2.05

2.06

2.07

2. Mass Transit Operations2.01 Mass Transit Program (Systems) Management

2.O2 Mass Transit Feasibility and Technical Studies

2.03 Mass Transit Vehicle and Propulsion Svstem

Mass Transit Controls, Communications andInformation Systems

Mass Transit Architectural Engineering

Mass Transit Unioue Structures

Mass Transit Electrical and Mechanical Systems

Mass Transit Operations Management and2.08 Supporl Services

2.09 Aviation

2.10 Mass Transit Program (Systems) Marketing

6, Soils, Foundation & Materials Testing6.0.1a Soil Surveys

6.01b Geological and Geophysical Studies6.02 Bridge Foundation Studies

Hydraulic and Hydrological Studies (Soils and6.03 Foundation)

6.04a Laboratory Materials Testing

6.04b Field Testing of Roadway Construction Materials6.05 Hazard Waste Site Assessment Studies3. Highway Design Roadway

Two-Lane or Multi-Lane Rural Generally Free3.01 Access Highway Design

Two-Lane or Multi-Lane with Curb and GutterGenerally Free Access Highways Design

3.02 Including Storm Sewers

Two-Lane or Multi-Lane \Mdening andReconstruction, with Curb and Gutter and StormSewers in Heavily Developed Commercial,

3.03 Industrial and Residential Urban Areas

Multi-Lane, Limited Access Expressway Type3.04 Highway Design

3.06 Traffic Operations Studies

3.07 Traffic Operations Design

3.08 LandscapeArchitecture

8. Construction8.01 ConstructionSupervision.

9. Erosion and Sedimentation ControlErosion, Sedimentation, and Pollution Control and

9.01 Comprehensive,MonitoringProgram9.02 Rainfall and Runoff Reporting

Field Inspections for Compliance of Erosion and9:03 SedimentationControlDeviceslnstallations

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

C. RESOURCES/WORKLOAD CAPACITYPage 1

C. RESOURCES/WORKLOAD CAPACITY1. OVERALL RESOURCES a. Organizational Chart

Companies in Red = Georgia DBE certified

PRINCIPAL-IN-CHARGE

Harold Linnenkohl

PROJECT MANAGER

Thomas Montgomery, P.E.

ROADWAY3.02, 3.03, 3.05, 3.13, 9.01

Roadway Design Lead/Deputy Project Manager

Brad Gowen, P.E.

Paul Murphy, P.E.Chad Havens, P.E.

Beth Ann Schwartz, P.ETim Lewis, P.E.Jimmy Parks

STRUCTURES4.01

Bridge Design LeadAl Bowman, P.E.

Mike Moilanen, P.E.Brandon Brooks, E.I.T.

LIGHTING3.15

Gary Lott, P.E.

AERIAL PHOTOGRAPHY5.04

Mike RowellGeorgia Aerial Surveys, Inc.

LAND SURVEYING5.01

Brandon Miller, RLSWolverton & Associates, Inc.

GEOTECHNICAL6.01(a), 6.02, 6.03, 6.05

Santanu Sinharoy, P.E.Russell Griebel, P.G.

United Consulting

TRAFFIC3.06, 3.07

Bill Ruhsam, P.E., P.T.O.E.Kelly Cory, P.E., P.T.O.E.

DRAINAGE / HYDRAULICS3.12, 4.04

Steve Swygert, P.E.Clayon McCathern, P.E.

Jennifer Aulick, P.E.David Skurky

Aulick Engineering, LLC

PHOTOGRAMMETRY5.05

Andrew Settimio, PSM, PLS, CPSalah Ezzaoudi, PPS, P.E., CP

Settimio Consulting Services, Inc.

RIGHT OF WAY ACQUISITION MANAGER

Steve ManleyManley Acquisition Services, LLC

ENVIRONMENTAL1.06(a), 1.06(b), 1.06(c), 1.06(d),

1.06(e), 1.06 (f), 1.06(g), 1.07

NEPA Lead / PublicInvolvement

Mary Best, Ph.D.

HistoryMark Grindstaff

Edwards-Pitman Environmental, Inc.

Air/NoiseJosh Earhart

Edwards-Pitman Environmental, Inc.

EcologyPaul Condit

ArchaeologyLynn Pietak, Ph.D.

Edwards-Pitman Environmental, Inc.

AquaticsDean Wilder

Thomas WilderMichael NugentEcological Solutions

QC/QA

Greg Mayo, P.E., ENV SP (Roadways)

George Manning, P.E., S.E. (Bridges)

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

C. RESOURCES/WORKLOAD CAPACITYPage 2

b. Primary Office

All work will be performed out of Michael Baker’s Norcross office, which is our base office for transportation projects in Georgia. This office has a comprehensive staff of professionals experienced in the essential disciplines needed to provide this project to the Department on scope, schedule and budget. Out staff includes nine Road Designers, four Structural Engineers, two Traffic Professionals and two Environmental Scientists. This group of professionals have been working together for over 10 years and has the experience for interchange reconstruction projects with collector-distributor systems. Our team was not just assembled for this project. We have worked together successfully for a long time. The knowledge gained over the years of serving the Department allows Michael Baker management to accurately staff projects to ensure projects are designed within scope, schedule and budget. We have the ability and availability to fulfill all of the Department’s goals with the project.

c. Additional Resource Areas and Ability

Experience – Michael Baker’s Norcross office has designed 5 limited access interchange projects over the past 18 years. Many of those projects were designed by the individuals assigned to this project, and recent additions of new staff only adds to Michael Baker’s level of competence and expertise. Michael Baker designed the Bouldercrest Road at South River Bridge and we had to be familiar with this project. There are a lot of moving parts to this project. The Michael Baker Team has the knowledge and ability to make this a successful project for the Department. We understand how MS-4 requirements must address runoff quality and quantity and this will be incorporated into the design.

Availability – At this time our local staff is well below utilization capacity as we have only been selected on ONE project (a small single bridge replacement) out of program delivery since 2007, and could take on several major projects before reaching capacity.

Scope, Schedule and Budget – The scope, schedule and budget have been established for this project. The Michael Baker Team will keep the project within the scope as defined in the approved concept. The schedule as mentioned in the RFQ will not present any problems to the team. We will tightly manage the design to ensure no additional environmental issues arise. We are also experienced with Interchange Modifications Reports and FHWA coordination and know these items could have an effect on project schedules. These items will also be managed to not have any delays to the project. Michael Baker also possesses LIDAR capabilities to expedite the survey effort if needed.

Environmental Issues – The Michael Baker Team has extensive experience with the preparation of environmental permits so the updates to the special studies will present no problems. This project will require a lot of coordination with stakeholders such as business groups, homeowners associations and all property owners. We have the experience required to formulate all the ideas from these groups into a successful project. This project also has environmental justice issues which will trigger the requirements of Executive Order 12898 and Title VI. There is also historic resources within the project corridor which will be addressed during the design process. The Michael Baker Team is experienced with the special studies requirements for this project and will update the studies expeditiously to ensure the schedule is not affected.

Right of Way Acquisition – The acquisition of proposed right of way and easements has the potential to impact a project schedule. The Michael Baker Team has acquired the services of Manley Acquisition Services to ensure this potential is not realized. Manley has performed right of way services on GDOT design-build projects so they know how to deliver right of way and not adversely affect the project schedule. They have the highest degree of experience to deliver projects on schedule.

Constructability – As with any project of this magnitude, staging is key. Traffic must be maintained during the construction so that motorists, pedestrians, and bicyclists have access to all of the services and roadways within the project. The Michael Baker Team has the expertise to ensure the project is properly staged so that traffic and access will be maintained during the construction process.

Value Engineering Experience – Even though a Value Engineering Study has been completed on this project, the Michael Baker Team has members with Value Engineering Study experience to ensure the Department will receive the most value for every dollar spent. Michael Baker also has a Certified Value Specialist on staff to help with any possible items that may contribute value to the project. Of course, Department approval will be obtained before any implementation occurs.

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

C. RESOURCES/WORKLOAD CAPACITYPage 3

2. PROJECT MANAGER COMMITMENT TABLE

PI/Project # for GDOT Projects/Name of Customer for Non-

GDOT Projects

Role of PM on Project Project Description

Current Phase of Project

Current Status of Project

Monthly Time Commitment

in Hours*

THOMAS MONTGOMERY, P.E. – Project Manager

PI #0008256 Project Director Northwest Corridor Project Construction 35% Constructed 8

PI #0008690 Project ManagerJimmy Deloach Connector (D-B)

Construction

Design complete; 70% Constructed; To be completed March 2016

4

PI #232310 Project ManagerSR 47 at Little River Bridge Replacement (D-B)

Construction

Design complete; 40% Constructed; Expected completion August 2016

4

*At start of project – Anticipated May 2016

3. KEY TEAM LEADER PROJECT COMMITMENT TABLE

PI/Project # for GDOT Projects/Name of Customer for Non-

GDOT Projects

Role of Key Team Leader on Project Project Description

Current Phase of Project

Current Status of Project

Monthly Time Commitment

in Hours*

AL BOWMAN, P.E. – Bridge Design Lead

PI #232310 Structures LeadSR 47 at Little River Bridge Replacement (D-B)

ConstructionDesign Complete; 50% Constructed

1

PI #0010425 Project ManagerWalther Blvd. over SR 316 (D-B)

ConstructionDesign Complete; 40% Constructed

1

PI #0008256 Structures SME Northwest Corridor Project Construction 40% Constructed

2, review of construction problems as needed only

MARY BEST, PH.D. – NEPA Lead

PI #0007128 Environmental LeadIslands Expressway Bridge Replacement – Permitting

Final DesignPermitting underway

15

PI #122017, 0010211, 122012

Environmental LeadSR 369 Bridge Replacements – Permitting

Final DesignPermitting underway

8

PI #132986 Environmental LeadSR 120 at Singleton Creek Bridge Replacement - NEPA CatEx Reevaluation

Concept Validation

Special Studies Underway

5

PI #0011439 Environmental LeadDistrict Line Road Improvements Project - GEPA Type B Letter

Concept Validation

Special Studies Underway

8

*At start of project – Anticipated May 2016

ENGINEERING DESIGN SERVICES (B3 – 2015) Statement of QualificationsProject/Contract #3 RFQ-484-112315

C. RESOURCES/WORKLOAD CAPACITYPage 4

PI/Project # for GDOT Projects/Name of Customer for Non-

GDOT Projects

Role of Key Team Leader on Project Project Description

Current Phase of Project

Current Status of Project

Monthly Time Commitment

in Hours*

BRAD GOWEN, P.E. – Roadway Design Lead

PI #122012 Project ManagerSR 369 over Chattahoochee River (Lake Lanier) Bridge Replacement

Final Plans 90%

FFPR Scheduled for June 2016

12

PI #122017 Project ManagerSR 369 over Two Mile Creek Bridge Replacement

Final Plans 90%

FFPR Scheduled for January 2016

4

PI #0010211 Project ManagerSR 369 over Six Mile Creek Bridge Replacement

Final Plans 90%

FFPR Scheduled for June 2016

12

PI #0012646 Project ManagerCR 653 at CR 181 Intersection Improvement

Final Plans 80%

FFPR Scheduled for January 2016

8

PI #0004428 Project Manager Lee Road WideningFinal Plans 100%

Let Scheduled for January 2016

0

PI #0007128 Project EngineerIslands Expressway Bridge Replacement

Final Plans 90% Complete 2

*At start of project – Anticipated May 2016