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STANDARD FORM 330 (1/2004) PAGE 1 ARCHITECT ENGINEER QUALIFICATIONS PART I CONTRACT SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (CITY AND STATE) Washington State Department of Enterprise Services | A / E Reference File Olympia, WA 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER January 13, 2016 N / A B. ARCHITECT ENGINEER POINT OF CONTACT 4. NAME AND TITLE Phil Cheesman, PE | Senior Principal Engineer / Vice President 5. NAME OF FIRM PACE Engineers, Inc. (PACE) 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS 425.827.2014 425.827.5043 [email protected] C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) a. (Check) 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT PRIME JV PARTNER SUB PACE Engineers, Inc. 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 Prime Contractor or Subcontractor [ ] CHECK IF BRANCH OFFICE b. [ ] CHECK IF BRANCH OFFICE c. [ ] CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM [] (ATTACHED)

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Page 1: ARCHITECT ENGINEER QUALIFICATIONS - Washingtonprovided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was

STANDARD FORM 330 (1/2004) PAGE 1

ARCHITECT – ENGINEER QUALIFICATIONS

PART I – CONTRACT SPECIFIC QUALIFICATIONS

A. CONTRACT INFORMATION

1. TITLE AND LOCATION (CITY AND STATE)

Washington State Department of Enterprise Services | A / E Reference File Olympia, WA

2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER

January 13, 2016 N / A

B. ARCHITECT – ENGINEER POINT OF CONTACT 4. NAME AND TITLE

Phil Cheesman, PE | Senior Principal Engineer / Vice President

5. NAME OF FIRM

PACE Engineers, Inc. (PACE)

6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS

425.827.2014 425.827.5043 [email protected]

C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.)

a.

(Check)

9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT

PRIM

E JV

PA

RTNE

R

SUB

PACE Engineers, Inc. 11255 Kirkland Way, Suite 300 Kirkland, WA 98033

Prime Contractor or Subcontractor

[ ] CHECK IF BRANCH OFFICE

b.

[ ] CHECK IF BRANCH OFFICE

c.

[ ] CHECK IF BRANCH OFFICE

D. ORGANIZATIONAL CHART OF PROPOSED TEAM [] (ATTACHED)

Page 2: ARCHITECT ENGINEER QUALIFICATIONS - Washingtonprovided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was

STANDARD FORM 330 (1/2004) PAGE 2

D. ORGANIZATIONAL CHART OF PROPOSED TEAM

PRINCIPAL-IN-CHARGE

Phil Cheesman, PE

PROJECT TEAM

Civil Engineer (Code: 02)

Land Surveyors (Code: 08)

Structural Engineer (Code: 05)

Land Development David Fulton, PLS Patrick Murphy, PE

John Weed, PE

Utilities Dave Hutley, PE

John McAlpine, PE

Stormwater Ken Nilsen, PE

Transportation Robin Nelson, PE

PACE SUPPORT STAFF

Page 3: ARCHITECT ENGINEER QUALIFICATIONS - Washingtonprovided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was

STANDARD FORM 330 (1/2004) PAGE 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

Phil Cheesman, PE Principal-in-Charge a. TOTAL b. W/ CURRENT FIRM 31 24

15. FIRM NAME AND LOCATION (City & State) PACE Engineers, Inc. (PACE), Kirkland, WA

16. EDUCATION (Degree & Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State & Location) Bachelor of Science, Civil Engineering WA, Professional Engineer

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Phil has over 31 years of experience and will be client liaison and Principal-in-Charge, responsible for oversight of costs, designs, schedules, and PACE’s support team. His project experience includes all aspects of municipal, street, park, recreational, and land development projects. Phil designs and manages a broad spectrum of projects, including those with parking, grading, drainage, and utility improvement requirements. He has successfully and cost-effectively completed site development projects with millions of square feet of commercial space, over 50 educational facilities, and many large residential projects. In addition, he has completed several projects where overall storm drainage basin analysis, river / stream hydraulic analysis, steep slope erosion control, drainage conveyance, and discharge design have been critical to project approval. Phil’s experience includes feasibility studies, peer plan reviews, and serving as an expert witness in drainage-related litigation. Throughout his diverse project experience, Phil has effectively coordinated complex site issues and addressed regulatory agency concerns leading to expedient project permit approvals on schedule and within budget.

19. RELEVANT PROJECTS

a.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Residences at Lake Boren Newcastle, WA

PROF. SERVICES CONSTRUCTION 2015 Current

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM Principal Engineer. This project took a 41-unit, attached multi-family residential project from the entitlement phase through approval

of construction documents. PACE worked closely with the multi-discipline consultant team and provided extensive coordination and review with the regulatory agencies, including Seattle Public Utilities, Puget Sound Energy, Olympic Pipeline, and Coal Creek Utility District. During the design of on-site sewer, water, and storm water utilities, PACE provided extensive coordination with Seattle Public Utilities to ensure that our design would not impact an existing 36-inch water main that serves the entire eastside communities.

b.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Benjamin Rush Elementary School Redmond, WA

PROF. SERVICES CONSTRUCTION 2010 2013

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM Principal Engineer. PACE provided civil and structural engineering and construction support for this 65,000-SF elementary school.

The school was constructed in five phases to allow for students and faculty to transfer occupancy to portions of the new school as construction progressed. Our scope of work included providing temporary erosion sedimentation control (TESC), horizontal control, paving and grading, storm drainage, domestic and fire protection water supply, and sanitary sewer design. Civil drawings coordinated routing dry utilities based on input from other design disciplines. Street frontage improvements along 152nd Avenue NE were also part of the design. Site structural services included design for an underground stormwater detention vault. Stormwater design used sustainable elements such as bioretention cells in an effort to increase the natural consumption of stormwater on-site and reduce the amount of runoff from the site. Phil was responsible for overall project operations and QA on design elements.

c.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Coal Creek YMCA Newcastle, WA

PROF. SERVICES CONSTRUCTION 2009 2009

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM Principal Engineer. PACE provided civil engineering design for developing approximately 4.4 acres for a new YMCA facility. The site

is in a landslide hazard area, which required a 75-foot building setback from the edge of the steep slope. There is also a Category II wetland with 100-foot buffer associated with the site. Approximately 0.5-acre of existing right-of-way was developed with frontage improvements, including curb, gutter, sidewalk, a left turn lane, and acceleration lane from the access driveway. Civil improvements included site grading, on-site storm drainage flow control and water quality treatment facilities, on-site and off-site storm conveyance systems, on-site water system, off-site water extension, off-site sewer extension, and an on-site side sewer line. Phil was responsible for overall project operations and quality assurance on design elements.

Page 4: ARCHITECT ENGINEER QUALIFICATIONS - Washingtonprovided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was

STANDARD FORM 330 (1/2004) PAGE 4

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

John Weed, PE Land Development Senior Principal Engineer

a. TOTAL b. W/ CURRENT FIRM 32 9

15. FIRM NAME AND LOCATION (City & State) PACE Engineers, Inc. (PACE), Kirkland, WA

16. EDUCATION (Degree & Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State & Location) Bachelor of Science, Civil Engineering WA, Professional Engineer

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) John has 32 years of civil engineering experience which includes a wide variety of public and private projects throughout the Puget Sound area. With an emphasis on commercial, retail, mixed-use, and industrial business park development, many projects include working with the client’s real estate team to determine site feasibility, conceptual design, and site layout. As a Senior Principal Engineer, John’s works directly with the client and the design team to provide permitting assistance and design development of civil engineering construction documents. Our clients enjoy working with John because of his attention to detail and ability to build consensus of the project’s key stakeholders to move projects forward. He has a keen ability to approach challenges with innovative and creative solutions. John is LID certified.

19. RELEVANT PROJECTS

a.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

Stream Uptown – 708 6th Avenue North Seattle, WA

PROF. SERVICES CONSTRUCTION

2008 2010 (3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM Project Manager. Stream Uptown is a six-story, 117-unit residential development located in South Lake Union in Seattle. PACE

provided civil engineering design and support for the TESC, demolition, grading, utility, and street improvement design. PACE designed an integrated stormwater planter system which serves a multi-purpose stormwater facility. The planter system served as an integral stormwater system and green space satisfying green factor, green stormwater infrastructure, flow control, and treatment, while also providing a private amenity space for the building and its tenants. PACE worked with SDOT, SPU, DPD, SCL, and franchise service providers. John was responsible for quality control, financial management, and client relations.

b.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

H2O Apartments – 201 West Harrison Street Seattle, WA

PROF. SERVICES CONSTRUCTION

2007 2013 (3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Project Manager. This 8-story building, on a 7,200-SF site, includes 41 apartments over retail space, 5 live / work units at ground level, and 1 level of underground parking. Frontage design improvements, per City of Seattle requirements, included curb, gutter, sidewalk, and landscape. LID features included a green roof and a stormwater planter box system to rest above the below-grade parking in order to meet the project's stormwater detention requirements. Also included was routing for domestic water and fire services to the City’s water system in 2nd Avenue and the sanitary services to West Harrison Street. Entry grading was designed to meet ADA requirements and the driveway ramp to the below grade parking was designed to provide a smooth vehicular transitions from the parking grade to the alley. PACE provided utility coordination with Seattle City Light, Verizon, Comcast, and other sub communication carriers to underground the power, cable, and fiber optic lines along the alley and West Harrison Street frontage of the site. This project is LEED Gold Certified. John provided quality control, financial management, and client relations.

c.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

Snohomish Station Snohomish, WA

PROF. SERVICES CONSTRUCTION

2008 2011 (3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM Supervisor/Signing Engineer. This 43-acre (490,000-SF building) commercial development includes 10 retail buildings. PACE

provided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was used to manage the storm drainage conveyance, water quality, and detention. Design of the off-site roadway and utility improvements entailed realignments to Fobes Road, 30th Street, and Bickford Avenue. The work involved over 4,000 LF of frontage improvements which included the design of the roadway’s channelization, alignments and sections, along with wet and dry utilities. Extensive project coordination and construction administration was provided between all stakeholders of the project and the City of Snohomish.

Page 5: ARCHITECT ENGINEER QUALIFICATIONS - Washingtonprovided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was

STANDARD FORM 330 (1/2004) PAGE 5

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

Dave Hutley, PE Utilities Senior Principal Engineer

a. TOTAL b. W/ CURRENT FIRM 33 24

15. FIRM NAME AND LOCATION (City & State)

PACE Engineers, Inc. (PACE), Kirkland, WA

16. EDUCATION (Degree & Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State & Location) Bachelor of Science, Civil Engineering WA, Professional Engineer

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Dave, Senior Principal Engineer and head of PACE’s municipal design group, has 33 years of municipal and public works experience. Dave specializes in planning, design, and construction engineering of water and sewer systems. His strengths in these areas include client liaison, QA/QC of facility design, project management, and construction administration. Dave has worked on many different utility projects for a myriad of clients, including more than 100 miles of water and sewer distribution/transmission mains, several dozen pump and lift stations, and a variety of sizes of storage reservoirs. Dave is District Engineer for five of PACE’s on-going municipal clients. His services are in demand from many long term clients, some relationships that go back over 20 years.

19. RELEVANT PROJECTS

a.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

7th Avenue Pump Station Upgrade Des Moines, WA

PROF. SERVICES CONSTRUCTION

2014 2015 (3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Project Manager. This project rehabilitated a 4,000 gpm lift station, including upgrading / replacing all equipment in the wet well, including ladders, grating, suction bells, FOG control, etc.; removing and replacing all four pumps and associated piping in the dry well; seismic upgrades of the existing CMU building, including application of Fiber Reinforced Polymer (FRP) and timber structural enhancements; installation of a pre-grind facility upstream of the pump station; ventilation improvements; and total replacement of all electrical equipment and facilities, including a new PSE transformer and primary and secondary feeds. This is the District’s largest pump station and all flows are currently being handled by bypass pumps while interior improvements are on-going. PACE provided a hydraulic analysis, structural and upgrade design for modifications, permitting, and construction administration services. Dave was responsible for all design work and served as construction coordinator for the District.

b.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

SR 9 Water Main Relocation Snohomish, WA

PROF. SERVICES CONSTRUCTION

2010 2012 (3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Project Manager. As a result of proposed roadway improvements planned by WSDOT, Cross Valley Water District was required to relocate approximately 14,000 LF of 12- and 8-inch water main along the SR 9 corridor in the Maltby / Clearview area. Much of the existing water main was asbestos cement, which was removed and disposed of once the new main was in service. The project involved design of the new mains in mostly cut / fill slopes for the new roadway, crossing of two wetlands by horizontal directional drilling, close coordination with WSDOT and their roadway design team on the location and grade of proposed road and storm improvements, preparing SEPA documentation, and renewing and updating of Cross Valley’s Franchise Agreements for facilities in WSDOT right-of-way. Dave was responsible for all aspects of design, permitting, and construction administration.

c.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

Interceptor Force Main Replacement Kent / Des Moines, WA

PROF. SERVICES CONSTRUCTION

2013 2013 (3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Project Manager. Upon failure of a portion of Midway Sewer District's existing 18-inch ductile iron force main, the District TV inspected the remainder of the main and found the majority of it to be in imminent danger of total failure. The District declared an emergency and hired PACE to prepare plans and specifications for immediate replacement of the main. The design included seven manholes with access ports, pig launch, and retrieval facilities and a bypass structure to allow bypass of the flow during maintenance of the force main. The alignment went through sensitive areas and required mitigation plantings and restoration. Construction was performed under force account due to the extremely poor condition of the existing main and potential for catastrophic failure. Dave was responsible for overall project coordination, QA / QC, and client contact.

Page 6: ARCHITECT ENGINEER QUALIFICATIONS - Washingtonprovided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was

STANDARD FORM 330 (1/2004) PAGE 6

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

John McAlpine, PE Utilities Project Manager

a. TOTAL b. W/ CURRENT FIRM 29 18

15. FIRM NAME AND LOCATION (City & State) PACE Engineers, Inc. (PACE), Kirkland, WA

16. EDUCATION (Degree & Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State & Location) Bachelor of Science, Civil Engineering WA, Professional Engineer

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) John's 29 years of experience includes preparing water, sewer, and stormwater conveyance related plans and specifications. His designs include miles of water transmission mains ranging in size from 6 to 30 inches, using a variety of design materials including ductile iron, HDPE, PVC, and steel. John’s sewer experience includes wastewater facilities planning and design, project engineering during construction, inspection, design review, and contract administration. John’s sewer conveyance projects range in size from 1.5-inch residential force mains to 30-inch gravity mains, manholes to 72 inches in diameter and up to 25 feet in depth, and numerous sewage lift station modifications and new construction. His stormwater experience includes gravity pipe diameters ranging from 6 to 54 inches, up to 144-inch diameter storm drain manholes, and 72-inch energy dissipating structures.

19. RELEVANT PROJECTS

a.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

Lift Station 14 & 15 Design Retrofit Burien, WA

PROF. SERVICES CONSTRUCTION

2012 N / A

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Project Manager. This project abandoned Lift Station 15 and conveyed flows to Lift Station 14 by a gravity main. The gravity main was installed by open cut installation and direction drilling to depths of up to 35 feet. Lift Station 14 improvements included abandoning the dry well and converting the wet well into a submersible lift station, and all new pumps, piping, a valve vault, ventilation, electrical, and a generator. Since Lift Station 14 lies on the shore of the Puget Sound, PACE also provided a new sheet pile bulkhead on the shoreline side of the lift station to eliminate erosion issues experienced in the past. Permitting included Shoreline Substantial Development, Critical Areas Review, JARPA, Grading Permit, Right-of-Way Use, and others. John prepared plans and specifications for abandoning Lift Station 15 into a thru manhole, abandoning the Lift Station 14 dry well and converting the wet well to a submersible lift station, installing three 645 gpm submersible pumps, flow meter vault with associated valving, directional drilling of gravity main, rechanneling manholes, surfaces restoration, and modifications to the existing generator building.

b.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

View Royal Reservoir, Pump Station, and Treatment Facility Puyallup, WA

PROF. SERVICES CONSTRUCTION

2010 2011

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Project Manager. John prepared plans and specifications for a 4,720 GPM pump station and 415,000 gallon steel reservoir to provide domestic and fire flow to a portion of the City of Buckley. The pump station consisted of one 3,500 GPM fire pump, two 560 GPM pumps, and one 100 GPM jockey pump. Design included a three room CMU building with metal roof. Additional design included a new CMU well house building, concrete residual drying bed, 14-foot-diameter backwash tank, overflow storage pond, and flow meter vault. The existing facility was kept in operation during construction. The project was completed after the demolition of the three existing smaller reservoirs and the existing pump house structure. John also prepared and submitted all Pierce County permits.

c.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

7th Avenue Pump Station Upgrade Des Moines, WA

PROF. SERVICES CONSTRUCTION

2014 2015

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Project Manager. This pump station was constructed in 1967 in the old Des Moines Sewage Treatment Plant and upgraded in 1991. Improvements included upgrading / replacing all equipment in the wet well, removing and replacing pumps and associated piping in the dry well, seismic upgrades of the existing CMU building, pump station installation, ventilation improvements, and total replacement of all electrical equipment and facilities. PACE provided a hydraulic analysis, design of the lift station modifications, permitting, and services during construction.

Page 7: ARCHITECT ENGINEER QUALIFICATIONS - Washingtonprovided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was

STANDARD FORM 330 (1/2004) PAGE 7

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

Ken Nilsen, PE Stormwater Senior Principal Engineer

a. TOTAL b. W/ CURRENT FIRM 33 18

15. FIRM NAME AND LOCATION (City & State) PACE Engineers, Inc. (PACE), Kirkland, WA

16. EDUCATION (Degree & Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State & Location) Bachelor of Science, Civil Engineering WA, Professional Engineer

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Ken has 33 years of design, project management, and construction management experience in public and private sector civil engineering projects. Ken's strengths include the ability to work well with people, prioritize important issues, prepare and keep a budget, and make decisions. Ken has extensive experience in working in sensitive areas and has a good relationship with the regulatory agencies. In recent years, the majority of Ken's work has been in assisting municipal clients meet their public works needs both as City Engineer and on a project-by-project basis.

19. RELEVANT PROJECTS

a.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

Horse Creek Relocation Project Bothell, WA

PROF. SERVICES CONSTRUCTION

2015 2016

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Project Manager. Horse Creek was piped under downtown Bothell prior to discharging into the Sammamish River. As part of realigning the State Routes and redeveloping the downtown area, the City daylighted 3,000 LF of Horse Creek along 98th Avenue NE as a public amenity. This project also relocated and reconstructed 5 blocks of road, installed new water, sewer, and storm utilities within the reconstructed road, and added numerous public amenities. Altogether, approximately 2,300 feet of new stream channel was created with 10 fish passable culverts. Key design aspects included modeling an 800-acre drainage basin; stormwater conveyance analysis of the downtown business district; design of a stable stream channel in a flashy urban environment; containment and disposal of contaminated soils and groundwater; securing environmental permits from the USACE, WDFW, and concurrence from the tribes; filling and abandoning the existing Horse Creek pipe and channel; and coordinating with project stakeholders. Ken provided overall project coordination, coordination with resource agencies, hydraulic analysis, council presentations, and QA / QC.

b.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

4th Street Drainage & LID Retrofit Port Angeles, WA

PROF. SERVICES CONSTRUCTION

2013 2014

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Principal-in-Charge. A residential neighborhood located on the upland plateau above Ediz Hook in Port Angeles experienced frequent and significant flooding during moderate rainfall events. Also, runoff leaving this area discharged untreated to Port Angeles Harbor, a 303(d) listed water body with dissolved oxygen violations. PACE prepared and secured a $1M Department of Ecology grant to design and construct rain gardens at eight intersections that had direct discharge to the harbor. This retrofit improved the water quality of stormwater entering the Straits of Juan De Fuca and also reduced localized flooding. The rain garden designs required close coordination with the City as well as the local residents, and were in accordance with Ecology's design guidelines. Ken provided QA / QC and client management.

c.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED

Ash Way Flood Study Lynnwood, WA

PROF. SERVICES CONSTRUCTION

2012 N / A

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Principal-in-Charge. This study examined causes and potential solutions to a decade-long flooding problem at Ash Way and Maple Road in Lynnwood, which required frequent road closure. Flooding was the result of undersized conveyance, siltation of pipes and ditches, and poor maintenance. The flooding was compounded by underlying peat soils which caused the road to settle several feet, increasing flood levels. PACE provided topographic survey, hydrologic / hydraulic modeling, and developed solution alternatives. PACE led a design charette to present the modeling results and potential solution alternatives to City staff. Staff selected three alternatives for further study. The final deliverable was a comprehensive study, including construction cost for selected alternatives. Ken provided the alternatives development, alternatives analysis, and QA / QC.

Page 8: ARCHITECT ENGINEER QUALIFICATIONS - Washingtonprovided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was

STANDARD FORM 330 (1/2004) PAGE 8

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 Robin Nelson, PE Transportation

Senior Principal Engineer a. TOTAL b. W/ CURRENT FIRM

29 5 15. FIRM NAME AND LOCATION (City & State)

PACE Engineers, Inc. (PACE), Kirkland, WA

16. EDUCATION (Degree & Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State & Location) Bachelor of Science, Civil Engineering WA, Professional Engineer

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) As a key member of PACE’s municipal engineering discipline, Robin has over 29 years of professional engineering experience leading multi-disciplinary transportation design teams for a variety of multi-modal projects in Washington State. His experience includes preparing preliminary design, bid, and construction documents for multi-lane arterial improvements, roadway reconstruction, overlays, parking lot improvements, sidewalks, and trails. Robin is proficient with Local Agency Guidelines (LAG) manual project administration, Federal FHWA and CDBG funding, and State TIB funding compliance. Robin’s expertise includes coordinating environmental documentation efforts for funding compliance and permitting projects within environmentally sensitive areas.

19. RELEVANT PROJECTS

a.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Ashton Hall Parking Lot, Seattle Pacific University

Seattle, WA PROF. SERVICES CONSTRUCTION

2010 2010 (3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Principal-in-Charge. PACE evaluated increasing parking capacity for Ashton Hall, SPU’s largest student housing building. We prepared a pre-design report that recommended redeveloping vacated right-of-way for West Etruria Street. Several alternative configurations were developed, including circulation patterns, ADA accessibility, landscaping, illumination, security cameras, and pedestrian safety. The recommended alternative provided 99 additional parking stalls, encompassing 30,000 SF. Stormwater management was consistent with the City of Seattle Stormwater Code and included temporary erosion control best management practices (BMPs) and permanent stormwater collection, conveyance, and runoff flow control BMPs. The site was modeled using the SBUH stormwater model to evaluate site hydrology and quantify release rates, detention volumes, and conveyance pipe sizing. Additionally, the improvements avoided impacting adjacent steep slopes, considered critical areas by the City. PACE provided project management, quality control, topographic survey, design development, construction documents, permit assistance, bid assistance, and construction engineering support. We also amended the University’s master plan to include the new parking improvements. Robin was a technical resource to the design team and provided QA and resource management.

b.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Front Street & Division Street Gateway Improvements Leavenworth, WA

PROF. SERVICES CONSTRUCTION

2009 2012 (3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Principal-in-Charge. This project improved downtown Leavenworth by reconstructing approximately 1,200 LF of roadway along Front Street and 350 LF of roadway along Division Street, including repaving the roadway, reconstructing sidewalks, adding landscape features, upgrading stormwater facilities, and providing irrigation and lighting. This project moved the conceptual streetscape plan forward, presented in the City's Downtown Master Plan. The project team developed the concept map, artistic renderings, prepared construction documents, and provided bid assistance. Robin was a technical resource and provided QA and resource management.

c.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Chumstick Multi-Use Trail (WSDOT Pedestrian and Bicycle Safety Program) Leavenworth, WA

PROF. SERVICES CONSTRUCTION

2014 Current (3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Principal-in-Charge. PACE designed 2,300 feet of 12-foot-wide multi-purpose trail in Leavenworth, extending north from Cascade High School along the Chumstick Highway. As part of WSDOT’s Pedestrian and Bicycle Safety Program, the project will help eliminate vehicle-pedestrian accidents. The trail will be separated from the highway by at least a 5-foot landscape strip, ditch, or retaining wall. Other improvements will include connecting sidewalks, ADA ramps, striping, traffic signs, pedestrian crossings, two radar feedback speed indicators, reduced speed zones, and a timed flashing school zone sign. Robin was a technical resource and provided QA and resource management.

Page 9: ARCHITECT ENGINEER QUALIFICATIONS - Washingtonprovided civil engineering for the on-site design of TESC, grading, paving, and wet and dry utilities. Significant design ingenuity was

STANDARD FORM 330 (1/2004) PAGE 9

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 David Fulton, PLS Land Surveying

Senior Principal Surveyor a. TOTAL b. W/ CURRENT FIRM

30 16 15. FIRM NAME AND LOCATION (City & State)

PACE Engineers, Inc. (PACE), Kirkland, WA

16. EDUCATION (Degree & Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State & Location) Bachelor of Science, Geology WA and ID, Professional Land Surveyor

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) David manages PACE’s survey group and ensures that project work receives the required staff and resource support to meet quality and time requirements. During his 30 years of experience, he has had the opportunity to work for numerous State and federal agencies, including WSDOT, Washington State Ferries, Washington Department of Corrections, Washington State Parks, the U.S. Army Corps of Engineers, and the Department of the Defense. Through this experience he has developed a thorough knowledge of the WSDOT Highway Surveying Manual, Plan Preparation Manual, Design Manual, Local Agency Guidelines, and the related safety requirements including Work Zone Traffic Control Safety. David has been involved with everything from large control networks and mapping projects to individual lot and hydrographic surveys, including GIS parcel and utility mapping projects, delivering high accuracy geometry and utility data to various clients.

19. RELEVANT PROJECTS

a.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED North Seattle Community College Technology Center Seattle, WA

PROF. SERVICES CONSTRUCTION

2010 N / A

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Project Surveyor. Approximately 1.5 acres of the campus was mapped by PACE and merged with mapping provided by other surveyors. The final base map was field edited and supplemented with additional as-built information and test bore utility locations. Easement legal descriptions were prepared with exhibit maps and wetland locations were added to the final base map used for improvement and facility expansion design. In November of 2009, a legal description was prepared to enclose the construction site for financing purposes. David was also responsible for additional topographic mapping of the site for a Metro Transit route.

b.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Evergreen Court Apartments - King County Housing Authority Federal Way, WA

PROF. SERVICES CONSTRUCTION

2014 N / A

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Senior Principal Surveyor. PACE provided survey services to support the engineering design for drainage problems at the Evergreen Court Apartment site. Specific survey task included conducting extensive research of public records for utility and survey information, recovering City of Mercer Island control, conducting a detailed topographic survey of the site, and preparing a base map showing boundary and topographic information in AutoCAD Civil3D for engineering design work. David was responsible for coordination and integration of the survey tasks with the rest of the team.

c.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Wainwright Elementary School Tacoma, WA

PROF. SERVICES CONSTRUCTION

2014 2016

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Senior Principal Surveyor. This project was based on Tacoma Public Schools (TPS) need to replace an existing school that was built in the early 1900s. The requirements of the survey included significant upgrades to the project site, including parking, grading, frontage, and drainage. PACE coordinated significant historical document research, field work, area resolution, and drafting of the maps, as required by City of Fircrest, City of Tacoma, and TPS for meeting specific municipal codes and ordinances for permitting. The use of the GPS and robotic technology resulted in a tremendous cost savings to the project because it captured large amounts of data by a single person. David was responsible for coordination and integration of the survey tasks with the rest of the team.

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STANDARD FORM 330 (1/2004) PAGE 10

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

Patrick Murphy, PE Structural Engineering Principal Engineer

a. TOTAL b. W/ CURRENT FIRM 30 11

15. FIRM NAME AND LOCATION (City & State)

PACE Engineers, Inc. (PACE), Lake Oswego, OR

16. EDUCATION (Degree & Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State & Location) Bachelor of Science , Civil Engineering Bachelor of Arts, History

OR, WA, CA, and AK, Professional Engineer OR, Structural Engineer

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Patrick has 30 years of experience in the consulting engineering industry. Patrick’s experience is in the areas of structural and civil engineering and surveying. Currently, Patrick is manager of the structural engineering group and a Principal Engineer at PACE. Patrick’s recent experience includes public works projects (transit and park facilities, water treatment structures, and small bridges), industrial (heavy and high-tech), commercial, and residential structures. Project types include new construction, seismic evaluations and upgrades, facility improvements, and utility and equipment installation. Past civil engineering experience includes road, water distribution, sanitary sewer, and earthen dam designs.

19. RELEVANT PROJECTS

a.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED C-Wing Mechanical Upgrade, Oregon Health Science University

Portland, OR PROF. SERVICES CONSTRUCTION

2010 2010

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Engineer of Record. Patrick was the Engineer of Record for structural design work in support of upgrades to several mechanical systems in the C-wing of the teaching hospital. Specific tasks included design of pipe supports and seismic bracing for large diameter heating and cooling systems located in existing utility corridors; design of structural steel support frames for elevated equipment in overhauled mechanical rooms; and, design of structural steel maintenance access platforms for new mechanical equipment. Design work was expedited to meet the contractor’s tight schedule during limited shut-down windows.

b.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Linus Pauling Science Center, Oregon State University Corvallis, OR

PROF. SERVICES CONSTRUCTION

2010 2010

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Engineer of Record. This new science center at OSU is a state-of-the-art facility for multiple research labs serving the University. Patrick was the Engineer of Record providing structural design for multiple aspects of the mechanical system installations. Work included designs of supports and anchorages for steam and condensate piping systems beginning outside the building in the campus-wide utility tunnel and extending throughout the new four-story building via vertical mechanical chases and horizontal zones above the ceilings. Additional work included pipe supports and anchorage design for other mechanical systems throughout the building; design of structural steel roof-top access platforms for large mechanical equipment; and roof-top steel frame designs to support HVAC plenum structures. The design effort included working with 3-D modeling methods to coordinate the design and avoid potential interferences. Design work was expedited to allow the mechanical contractors to maintain their schedule.

c.

(1) TITLE AND LOCATION (City & State) (2) YEAR COMPLETED Benjamin Rush Elementary School - Lake Washington School District Redmond, WA

PROF. SERVICES CONSTRUCTION

2011 2012

(3) BRIEF DESCRIPTION AND SPECIFIC ROLE [] CHECK IF PROJECT PERFORMED WITH CURRENT FIRM

Structural Engineer. PACE provided civil and site structural engineering design and construction support services for this 65,000-SF elementary school. The overall scope of work included providing temporary erosion-sedimentation control (TESC), horizontal control, paving and grading, storm drainage, domestic and fire protection water supply, and sanitary sewer design. Structural design elements included site walls and design for underground stormwater detention vaults. Civil drawings coordinated dry utility (gas, power, communication, etc.) routing based on input from other design disciplines. Street frontage improvements along 152nd Avenue NE were also designed. Stormwater design used sustainable elements such as bioretention cells in an effort to increase the natural consumption of stormwater on-site and reduce the amount of runoff from the site.

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STANDARD FORM 330 (1/2004) PAGE 11

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

1

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

Ashton Hall Parking Lot, Seattle Pacific University Seattle, WA

PROF. SERVICES CONSTRUCTION 2010 2010

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

Seattle Pacific University Russ Howard 206.281.2318

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

Project Amounts: $82,000 (Design) $400,000 (Construction)

PACE staff evaluated increasing parking capacity for Ashton Hall, the University’s largest student housing building. A pre-design report was prepared the recommended redeveloping vacated right-of-way for West Etruria Street. Several alternative configurations were developed, including circulation patterns, ADA accessibility, landscaping, illumination, security cameras, and pedestrian safety. The recommended alternative provided 99 additional parking stalls, encompassing 30,000 SF. Stormwater management was provided consistent with the City of Seattle Stormwater Code and included temporary erosion control Best Management Practices (BMPs) and permanent stormwater collection, conveyance, and runoff flow control BMPs. The site was modeled using the Santa Barbara Urban Hydrograph (SBUH) stormwater model to evaluate site hydrology and quantify release rates, detention volumes, and conveyance pipe sizing. Additionally, the improvements avoided impacting adjacent steep slopes, considered critical areas by the City of Seattle. The scope of work included design phase services, including project management, quality control, topographic survey, design development, construction documents, permit assistance, bid assistance, and construction engineering support. We also amended the University’s master plan to include the new parking improvements.

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Kirkland, Washington Prime Consultant

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STANDARD FORM 330 (1/2004) PAGE 12

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

2

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

Lake Washington Technical College, Phase III Kirkland, WA

PROF. SERVICES CONSTRUCTION 2003 2003

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

State of Washington Philip Lane Schreiber, Starling & Lane Architects

206.682.8300

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

PACE provided civil engineering design for Phase III improvements to Lake Washington Technical College. Improvements included developing a 61,000-SF, four-story building consisting of new libraries, computer classrooms, and laboratories. In addition, a new 17,000-SF parking garage with covered plaza area was constructed. PACE’s services included designing a new fire lane and relocating existing utilities and two storm drain systems. Final Contract Amount: $ 67,000

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Kirkland, Washington Subcontractor

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STANDARD FORM 330 (1/2004) PAGE 13

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

3

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

J-Wing Sanitary Sewer Upgrade, University of Washington Seattle, WA

PROF. SERVICES CONSTRUCTION 2004 2004

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

University of Washington William Renaud 206.543.3588

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

PACE analyzed a sanitary sewer backup problem at a research laboratory at the University of Washington's Seattle campus. The cause of the backup was due to high backwater conditions in the public sewer. PACE developed solutions and costs for resolving the problem. The selected option consisted of a recessed wet well-mounted lift station with two 5-HP pumps. The deep side sewer required that the depth of the wet well be 26 feet. The lift station is located adjacent to University of Washington Medical Center, in an area with high pedestrian, bike, and vehicular traffic which required planning for safety provisions, signage, and owner communications during construction. The project was bid in accordance with Washington State guidelines for higher education facilities. Final Contract Amount: $ 89,900

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Kirkland, Washington Prime Consultant

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STANDARD FORM 330 (1/2004) PAGE 14

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

4

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

KCLS Vashon Library Renovation Vashon, WA

PROF. SERVICES CONSTRUCTION 2014 2014

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

King County Library System Terrence Wagner Bohlin Cywinski Jackson

206.256.0862

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

The King County Library System (KCLS) expanded and modernized the existing Vashon Library at Ober Park. The project included constructing an approximately 5,000-SF building addition. Also included in the design was a green roof; new pervious concrete and modular grassed walkways; restoration of an existing under-drain system; parking lot and irrigation system improvements; and erosion and sediment control measures to minimize erosion and sediment transport. Final Contract Amount: $ 79,523

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Kirkland, Washington Subcontractor

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STANDARD FORM 330 (1/2004) PAGE 15

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

5

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

Island Crest Apartments Drainage, King County Housing Authority Mercer Island, WA

PROF. SERVICES CONSTRUCTION 2014 N / A

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

King County Housing Authority Carl Frankel 206.574.1249

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

The Island Crest facility was experiencing significant flooding and water damage, including the electrical panels. As part of our on-call contract with King County Housing Authority, PACE provided engineering and surveying services to determine the cause and develop alternative solutions for the basement flooding problem. PACE conducted an on-site investigation, paying close attention to the condition of the parking lot and building, and identified the potential sources for the water damage and flooding. We used our field investigation to develop alternative solutions and engineering cost estimates to help alleviate the flooding problem. The selected alternative included modifications to the parking lot drainage system, including a French drain along the perimeter of the parking lot near the building to intercept surface and subsurface water. The solution also included reconstructing the interior drain system to better protect the electrical room. PACE prepared construction documents and cost estimates. Final Contract Amount: $ 24,100

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Kirkland, Washington Prime Consultant

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STANDARD FORM 330 (1/2004) PAGE 16

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

6

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

C-Wing Mechanical Upgrade, Oregon Health Science University Portland, OR

PROF. SERVICES CONSTRUCTION 2010 2010

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

Oregon Health Science University Steve Ebmeyer Harder Mechanical Contractors

503.281.1112

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

PACE provided structural design in support of upgrades to several mechanical systems in the C-wing of the teaching hospital. Specific tasks included design of pipe supports and seismic bracing for large diameter heating and cooling systems located in existing utility corridors; design of structural steel support frames for elevated equipment in overhauled mechanical rooms; and design of structural steel maintenance access platforms for new mechanical equipment. Design work was expedited to meet the contractor’s tight schedule during limited shut-down windows. Final Contract Amount: $ 15,000

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Lake Oswego, Oregon Subcontractor

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STANDARD FORM 330 (1/2004) PAGE 17

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

7

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

Linus Pauling Science Center, Oregon State University Corvallis, OR

PROF. SERVICES CONSTRUCTION 2010 2010

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

Oregon State University Ben Wewerka Harder Mechanical Contractors

503.710.1088

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

The Linus Pauling Science Center at Oregon State University is a new state-of-the-art facility with multiple research labs serving the University. PACE provided structural design for multiple aspects of the mechanical system installations. Work included designs of supports and anchorages for steam and condensate piping systems – beginning outside the building in the campus-wide utility tunnel and extending throughout the new four-story building via vertical mechanical chases and horizontal zones above the ceilings. Additional work included pipe supports and anchorage design for other mechanical systems throughout the building; design of structural steel roof-top access platforms for large mechanical equipment; and roof-top steel frame designs to support HVAC plenum structures. The design effort included working with 3-D modeling methods to coordinate the design and avoid potential interferences. Design work was expedited to allow the mechanical contractors to maintain their schedule. Final Contract Amount: $ 45,000

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Lake Oswego, Oregon Subcontractor

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STANDARD FORM 330 (1/2004) PAGE 18

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

8

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

Snoqualmie Ridge Middle School, Site Feasibility Analysis Snoqualmie, WA

PROF. SERVICES CONSTRUCTION 2009 N / A

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

Snoqualmie Valley School District No. 410 Bill Chaput Hutteball & Oremus Architecture

425.828.8948

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

Photo: Existing Conditions - SE McCullough Street Extension

PACE provided a topographic and boundary survey and civil engineering support for a feasibility study to evaluate the proposed development of a prototypical middle school. The 40-acre site is bordered by SE Carmichael Street to the north and is bisected by an easement for the extension of SE McCullough Street on the southern portion of the site. Conceptual layout of the building was modeled using the footprint of another recently constructed middle school in the District; the 87,600 SF, 600-student, Twin Falls Middle School. Program elements for a bus loading area, parking, a synthetic turf football field, a synthetic surfaced track, a synthetic turf softball field, and a synthetic turf soccer field were incorporated into the site plan for feasibility analysis. PACE's civil engineering work for the feasibility study focused on: 1) Site and building development; 2) Defining concept site plan parameters; and 3) Providing a site development cost opinion. The study evaluated site preparation, earthwork, drainage, paving, sewer, water, power, and gas connections, as well as a road extension and off-site utility and frontage improvements. Coordination meetings with the City of Snoqualmie were held to best define the anticipated permitting requirements and the need for amended development standards to the Snoqualmie Ridge Mixed Use Final Plan (MUFP). Final Contract Amount: $ 71,250

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Kirkland, Washington Subcontractor

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STANDARD FORM 330 (1/2004) PAGE 19

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

9

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

North Seattle Community College Technology Center, Survey Seattle, WA

PROF. SERVICES CONSTRUCTION 2010 N / A

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

North Seattle Community College Eric Aman Schacht | Aslani Architects

206.443.3448

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

Approximately 1.5 acres of the campus was mapped by PACE and merged with mapping provided by other surveyors. The final base map was field edited and supplemented with additional as-built information and test bore utility locations. Easement legal descriptions were prepared with exhibit maps and wetland locations were added to the final base map used for the design of improvements and facility expansion. In November 2009, PACE prepared a legal description and exhibit map to enclose the construction site for financing purposes. In addition, PACE surveyed two adjoining acres to the north of the site, including the remainder of the Technology Building. The new site includes a basement garage, grade level, and a third level on the roof of the Technology Building. In April 2010, PACE prepared a legal description and exhibit map for a sidewalk easement required for bus service improvements. Final Contract Amount: $ 70,000

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Kirkland, Washington Subcontractor

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STANDARD FORM 330 (1/2004) PAGE 20

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATION’S FOR THIS CONTRACT

(Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.)

20. EXAMPLE PROJECT KEY NUMBER

10

21. TITLE AND LOCATION (City & State) 22. YEAR COMPLETED

Pantages Theater Catwalk Study, 3-D Laser Scanning Tacoma, WA

PROF. SERVICES CONSTRUCTION 2012 2013

23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER

The Broadway Center Scott Painter, Director of Operations 253.573.2341

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT

PACE worked with the Broadway Center and its architect consultant to make catwalk (attic) upgrades to an existing theater built in 1913. The catwalk study included significant upgrades to the interior portion of the attic space for maintenance and environmental planning (HVAC, electrical, etc.). Due to the project timing and complexity, 3-D laser scanning was used to quickly document the existing attic space and provide highly accurate as-built data for use in Revit and other 3-D modeling programs. This project involved significant historical document research, field work, and modeling of significant features as required by the architect and maintenance staff. The 3-D laser scanner was able to capture structural features and items that were inaccessible and hazardous to design team members, including The Broadway Center staff. Use of the 3-D laser scanning technology also translated into a tremendous cost-savings to the project. The 3-D model was able to be transmitted to the client and other consultants quickly and effectively. Final Contract Amount: $ 5,000

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE

PACE Engineers, Inc. Kirkland, Washington Prime Consultant

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STANDARD FORM 330 (1/2004) PAGE 21

G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS

26. NAMES OF KEY PERSONNEL

(From Section E, Block 12)

27. ROLE IN THIS CONTRACT (From Section E, Block 13)

28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in “Example Projects Key” section below before completing table.

Place “X” under project key number for participation in same or similar role.)

1 2 3 4 5 6 7 8 9 10

Phil Cheesman, PE Principal-in-Charge

John Weed, PE Land Development Senior Principal Engineer

Dave Hutley, PE Utilities Senior Principal Engineer

John McAlpine, PE Utilities Project Manager

Ken Nilsen, PE Stormwater Senior Principal Engineer

Robin Nelson, PE Transportation Senior Principal Engineer

David Fulton, PLS Land Surveying Senior Principal Surveyor

Patrick Murphy, PE Structural Engineering Principal Structural Engineer

29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (From Section F) NO. TITLE OF EXAMPLE PROJECT (From Section F)

1 Ashton Hall Parking Lot, Seattle Pacific University 6 C-Wing Mechanical Upgrade, Oregon Health Science University

2 Lake Washington Technical College, Phase III 7 Linus Pauling Science Center, Oregon State University

3 J-Wing Sanitary Sewer Upgrade, University of Washington 8 Snoqualmie Ridge Middle School, Site Feasibility Analysis

4 KCLS Vashon Library Renovation 9 North Seattle Community College Technology Center, Survey

5 Island Crest Apartments Drainage, King County Housing Authority 10 Pantages Theater Catwalk Study, 3-D Laser Scanning

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STANDARD FORM 330 (1/2004) PAGE 22

H. ADDITIONAL INFORMATION

1. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED.

FIRM PROFILE PACE is an employee-owned engineering company providing professional civil and structural engineering, planning, surveying, geographic information system (GIS), and construction management services from offices located in Kirkland and Wenatchee, Washington, and Lake Oswego, Oregon. PACE was founded in 1992 by an experienced group of professionals who have worked together for over 25 and have the same personal and business philosophies.

PACE provides comprehensive civil engineering services for all types of projects, including water and sewer utilities, stormwater management, environmental and stream restoration, temporary / permanent erosion control, landscape architecture, roadway and sidewalk design, trails and parks, parking lots / structures, educational facilities, and residential and commercial development. For all of our projects, practical solutions and excellent client service remain key priorities. Today’s engineering environment demands a stormwater management strategy that emphasizes conservation. This approach integrates existing natural site features with small-scale stormwater controls, creating a combination of features that mimics natural hydrologic patterns in developed settings. Our LEED® and Low Impact Development (LID) certified staff evaluates each site for creative, low-impact design solutions that offer unsurpassed long-term maintenance and performance at the best price. Our structural services include design and construction phase services for buildings, building components, and bridges and site structures for clients in the public and private sectors. We also offer feasibility studies, seismic evaluations, and seismic upgrade designs for existing building and non-building structures. Our comprehensive planning services include comprehensive planning, urban and residential planning, feasibility studies, permitting, SEPA and NEPA documentation, reports, boundary review board submittals, vulnerability analyses, conservation, and infiltration / inflow programs for utility systems. Experienced in all aspects of water right issues and the government projects approval process, we are able to coordinate the presentation of these plans to the public. We offer complete survey services which include all types of boundary, ALTA, topographic, control, 3-D laser scanning, construction, alignment, hydrographic, and other types of surveys that use state-of-the-art GPS capabilities. Our GIS staff has critical experience in the kinds of services specifically required in civil engineering environments including utilities planning and analysis. And finally, our construction management service is the natural result of our design and survey capabilities assisting in the implementation of our clients’ vision during the “brick and mortar” phase.

Office Locations Kirkland, WA Wenatchee, WA Lake Oswego, OR Work Force 80 Employees Firm Services Municipal Engineering Water / Sewer / Stormwater Utilities; Transportation; Natural Resources; Telecommunications Land Development Commercial; Residential; Educational; Industrial; Master Planning Comprehensive Planning Water / Sewer / Stormwater; Permitting; Environmental Assessments; Financing / Funding Survey Legal; Construction; Documentation; 3-D Scanning Structural Engineering GIS Construction Management

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H. ADDITIONAL INFORMATION

MANAGING SUBCONSULTANTS PACE regularly uses a variety of subconsultants for various aspects of specific project work. Project subconsultants that we typically use include geotechnical engineers, landscape architects, traffic specialists, and wetland biologists. We have established relationships with a number of firms in these specialized areas of expertise and work with them on a regular basis. Subconsultants are always selected on an individual project basis, with consideration of their experience in the project area and with specific approval of the client. Our approach to managing subconsultants has allowed us to be successful in the projects mentioned under our prior experience. Our project management approach mostly centers on communication. PACE Project Managers hold regularly scheduled meetings throughout the duration of each project with our subconsultant team and the client. During the project kick-off meeting we establish communication protocols and provide team member points-of-contact for all subconsultants. During this time we also establish formats for e-mail correspondence, design criteria, technical reports, drawings, specifications, and cost estimates. Emails that deal with critical issues are copied to all appropriate people, and meeting minutes are distributed for comment prior to finalizing so that everybody’s impressions of what was said, or agreed to, are reflected. This really minimizes any misunderstandings and the problems that can follow. We find that this communicative and collaborative approach to team management results in successful projects that meet our client needs. MANAGING BUDGETS & SCHEDULES The PACE team is proud of our history of completing projects on-time and budget. Our staff is guided by years of experience in the practice of administration, scheduling, accurate scoping, and attention to budget and timetable, allowing us to deliver project after project on schedule and within budget. Managing Budgets PACE uses Deltek Vision, a project management database to track and monitor active projects. The information shown in this database includes the job number, Project Manager, internal team members, subconsultants, budget by task, project milestones, and due dates for each phase of the project. Using this program, our Project Managers have real time access to total costs incurred to date along with the balance remaining to complete the work. Budgets can also be tracked by subtotal for specific tasks or subconsultants. The Deltek software is capable of weekly, biweekly, or monthly reporting, depending upon the needs of the client. Managing Schedules PACE's Project Managers develop, maintain, and update project schedules using either Microsoft Project or Microsoft Excel. The schedule defines tasks in the scope of work. Specific milestones, including progress meetings and review and comment allowances, are identified in the schedule. These schedules are easy to develop, simple to monitor, and an effective method of critical path scheduling. Schedule updates are delivered in PDF format with monthly status reports. In addition, PACE’s Principals and Project Managers have biweekly project status meetings to discuss their projects and define staffing and resource needs. During this meeting, project metrics are reviewed in advance to ensure there is sufficient staff and resources available to meet project deadlines.

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H. ADDITIONAL INFORMATION

PERMITTING KNOWLEDGE Permitting and environmental compliance are two of PACE’s specialties. Our Planning Department is completely familiar with all facets of current federal, State, and local permitting requirements. As on-going engineers and planners for a variety of public agencies, we routinely design and implement projects to comply with the myriad of environmental regulations facing facilities and site development. This may include environmental assessments, biological assessments, ESA consultations, and other requirements associated with NEPA and SEPA compliance. Our work with water, wastewater, and stormwater utilities has given us a comprehensive understanding of the regulations associated with marine and freshwater environments, wetlands, and other critical areas. As regulatory requirements expand and become more complex, NPDES requirements and biological evaluations have become an increasingly important aspect of our on-going work. It is not enough to know what the municipal code and development standards require, but more importantly the ability to apply those requirements consistently and fairly across all permit applications. This not only provides consistency in the development community, but also protects the client from appeals and lawsuits resulting from inconsistent interpretations of the code. By working with numerous agencies with differing approaches, PACE has developed skill in applying consistent reviews and inspections. We have excellent relationships with permitting agencies, and can facilitate permit approval by: • Initiating early agency contacts to define needed permitting forms and processes. • Developing a thorough understanding and strategy for needed permits. • Providing complete and thorough permit applications. • Making early submittals to avoid potentially lengthy review / approval processes. Permit Acquisition PACE staff are regularly responsible for acquisition of permits across the full range of the permit spectrum and compliance with land use codes and regulations. From the simplest categorical exemption through active participation in environmental impact analyses, we have the expertise and experience necessary to assist clients in obtaining the required permits. Our range of services in this area includes boundary adjustments, land use variances, SEPA compliance, and coordination of permits required for the construction of projects. These services are provided on an on-going basis for the hundreds of public works and private development projects we complete each year, and have given us a complete and thorough understanding of local, state, and federal codes and permit requirements.

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H. ADDITIONAL INFORMATION

SUSTAINABILITY DESIGN EXPERIENCE PACE has been designing and implementing sustainable design tools long before they were referred to as low impact development (LID) Best Management Practices (BMPs). We understand how and when to use them, and what types of performance can be expected. We often combine two to three types of sustainable design solutions in order to take advantage of unique site and soil conditions to minimize the impacts and costs of the required facilities, all while meeting the overall sustainable design goals. With experience delivering sustainable and restorative designs, from daylighting and restoring local streams to providing LID to treat stormwater runoff, the PACE team is ready to provide innovative, integrated, and cost effective sustainable design solutions. PACE's surface water and civil engineers are experienced with using a combination of sustainable design techniques including porous pavement design, rain gardens, rainwater harvesting, green roofs, bioretention facilities, infiltration facilities, TESC BMPs, resource protection, and natural drainage systems. We specialize in utilizing an integrated design approach that works closely with landscape architects, environmental scientists, local jurisdictions, and our clients to provide the best possible solutions for sustainable stormwater management and restorative design services. PACE is focused on providing design services that support our clients’ needs, healthy communities, and the environment. Finding ways to integrate development with the protection and restoration of urban resources is key to our shared success. Sustainable / Restorative Design Services • LEED Accredited Staff • LID Design • Hydraulic / Hydrologic Modeling for LID • Municipal Code Revisions to meet LID Goals • Stream Daylighting / Restoration • Stream Basin / Corridor Restoration Studies • Integrated / Multidisciplinary Design Approach • Environmental Restoration and Mitigation • Aquatic Habitat Rehabilitation • Riparian Restoration / Enhancement • Certified Erosion and Sediment Control Leads (CESCL) Relevant Project Experience Cedar River Watershed Headquarters Expansion & Education Center City of Seattle | Seattle, WA PACE provided an assessment of existing utilities at the City’s headquarters to assist in future expansion of operations and development planning. The existing water system, consisting of several wells and distribution piping, was assessed for capacity to serve projected needs resulting from the headquarters expansion and Cedar River Environmental Education Center addition. Numerous well-placed stormwater biofiltration swales provide both conveyance and treatment of parking lot runoff prior to overland dispersion. Trails and the water-powered drum installation add to the focus on the surroundings. The existing on-site sewage disposal system was expanded to provide future capacity and a new pressure drainfield. A new on-site sewage disposal system treating 3,000 gallons per day from the education center includes surge tanks to moderate weekend peak flows, sand filters for enhanced treatment appropriate to the watershed location, pump stations, and pressurized drainfield.

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H. ADDITIONAL INFORMATION

Ravenna Park Stream Restoration City of Seattle | Seattle, WA Initiated by the community's desire to daylight Ravenna Creek from Ravenna Park to Lake Washington, Seattle Department of Parks and Recreation and King County Metro co-funded this project that daylighted approximately 850 LF of Ravenna Creek within lower Ravenna Park. PACE was part of a multi-disciplinary team that provided public process, design, engineering, survey, environmental studies, permitting, and coordination with the various permitting agencies and park users. During the design process, five public workshops were held to solicit public opinion and develop a consensus on the preferred solution. The final design included a diverse stream channel with numerous stream habitat structures, restoration of wetlands, naturalized contours, native vegetation, improved pedestrian access including bridges and overlooks, and art, all while maintaining use of the adjacent baseball field. Mercer Slough Environmental Educational Facility City of Bellevue / Pacific Science Center | Bellevue, WA PACE was responsible for survey and civil engineering for site development for this facility, which supports the educational mission of the City of Bellevue and Pacific Science Center related to stormwater, water use, and the adjacent wetlands. PACE was responsible for site grading, utilities, parking, access to the adjacent arterial, and confirming ADA requirements on the sloped site. The project achieved LEED (Leadership in Energy and Environmental Design) Gold certification. LID techniques for stormwater management include pervious concrete for walkways and central plaza, and green roofs on several buildings. Parking lot stormwater runoff is treated by a variety of vegetated features using composted amended soils in multiple small rain gardens, filter strips, and vegetated swales. Practices / Tools Used to Establish and Meet Sustainable Design Goals Listed below are a couple of examples of practice PACE has utilized to meet sustainable design goals: • PACE was civil engineer for Sherman Elementary School in Tacoma. The site was located on an old sawmill with

several feet of unsuitable material. PACE specified removal of the unsuitable material and had the contractor use recycled concrete for fill to bring the site back up to grade. The recycled concrete is a good structural fill material, plus we are reusing (recycling) a common construction material.

• PACE has been involved in the design of numerous pervious pavement and UIC projects. High groundwater is often a limiting factor in the design of these facilities. This groundwater can be a challenge in providing both flow control and water quality treatment in accordance with the Western Washington Stormwater Design Manual. However, the manual does provide guidance in utilizing the in-situ soils for water quality treatment if certain chemical characteristics are in place. PACE has worked closely with geotechnical engineers to evaluate the chemistry and other soil properties that allow us to utilize the existing soils without having to bring in several feet of new media, greatly reducing the overall project costs and impacts.

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H. ADDITIONAL INFORMATION

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Recent LID / Sustainable Project Experience

PROJECT TYPE LID DESIGN

Park

ing

Facil

ities

Side

walks

Road

way

Bior

eten

tion/

Rain

Gar

dens

Vege

tate

d Sw

ales

Perm

eabl

e Pav

emen

t

Gras

sed

Pave

r

Site

Infil

tratio

n

Valley Mall Parking Lot LID Retrofit City of East Wenatchee, East Wenatchee, WA

226th Street SW Pervious Sidewalk & Drainage Improvements City of Edmonds, Edmonds, WA

Stormwater Conveyance Infrastructure Rehabilitation City of Bellevue, Bellevue, WA

Benjamin Rush Elementary School Lake Washington School District, Redmond, WA

Office Expansion & LID Stormwater Parking Lot Retrofit North City Water District, Shoreline, WA

H2O Apartments Nic-Chick Development, Seattle, WA

Cromwell Park Master Plan and Redevelopment City of Shoreline, Shoreline, WA

Mercer Slough Environmental Education Center City of Bellevue, Bellevue, WA

Twin Maples Drainage & LID Retrofit Town of Woodway, Woodway, WA

4th Street Drainage & LID Retrofit City of Port Angeles, Port Angeles, WA

Brickyard Park & Ride Expansion King County Metro, Bothell, WA

Administration Building Olympic View Water & Sewer District, Edmonds, WA

3rd Avenue NE / A Street NE Stormwater Improvements City of Quincy, Quincy, WA

Residences at Lake Boren Intracorp, Newcastle, WA

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H. ADDITIONAL INFORMATION

QA / QC PROGRAM Effective QA / QC Is a Philosophy That Encompasses Every Phase of the Project Quality is a characteristic of our engineering designs that can only be achieved by a dedicated and professional team who are continually focused on regular and diligent attention to detail. Effective QA / QC starts at the beginning of the project; it includes project scoping and contracting processes and is continued through each month of the project by the use of written monthly reports. As required by law, all plans, specifications, and project budget / cost estimates are reviewed and signed by one of our senior licensed engineers. PACE endeavors to maintain a working environment that is conducive to open and constructive communication, which allows each team member to present ideas or suggestions in order to provide the client with a functional and efficient facility design. Biweekly internal staff meetings are held where tasks, budgets / level of effort, and schedules are reviewed. Results of each meeting are documented. As an extension of our working environment, our QA / QC process is not promoted as the responsibility of any one individual but the responsibility of every team member. It is our Project Manager’s responsibility is to closely adhere to PACE’s QA / QC plan and ensure that each team member is doing their part to provide the client with an accurate and complete product. Our QA / QC process requires that multiple senior professionals review all documents, correspondence, and final products. The professionals that are selected as QA / QC reviewers are specifically selected for each unique issue, task, and project. QA / QC Plan Our dedication to quality mandates a commitment from each staff member that true attention to quality control and quality improvement will be maintained throughout the project. This investment is an integral part of each analysis and decision that goes into creating a finished product. PACE has a formal QA / QC plan with a designated Principal to perform QA / QC reviews prior to client submittals. In addition, we make sure that we customize the plan for your project, this includes QA / QC and oversight by Principal Engineers and Project Managers with back-up from PACE President and Principal-in-Charge, Marty Penhallegon, PE. PACE team members routinely utilize written quality control documents as a matter of good business practice and professional pride. This existing framework of quality control procedures will be compared to the design guidelines used by our clients, and modified as necessary. One of the key initial steps in the process is to define our client expectations with regard to level of detail for each task. The resulting document will be distributed to each PACE team member (after review and input from the client) and will serve as the on-going standard by which our work will be conducted and evaluated. Quality control documents typically include sections devoted to: • Definition and codification of what quality means. • Responsibility for quality management. • Early attention to GIS and mapping standards, both internal and client-mandated. • Use of accepted or verifiable field practices and procedures. • Knowledge and application of standardized specifications. • Shared and codified technical standards. • Checklists for use in review of analysis. • Documentation of all modeling parameters, assumptions and results. • Mandated, constructive review of deliverables by senior staff.

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H. ADDITIONAL INFORMATION Approach to QA / QC PACE encourages a continuous and active dialogue with our clients and other key project stakeholders and participants. The experiences and perspectives of these external sources are critical to achieving a high quality project that meets all the original expectations regarding larger project goals, budgets, and scheduling. From experience we know that these external perspectives need to be actively pursued and often don’t occur automatically. Accordingly, project progress, production, scheduling, and budget controls are updated weekly through our project management system and we encourage the clients to become an active QA / QC participant through the review of these regularly generated project tracking and communication tools. PACE also provides a biweekly emailed summary of subconsultants’ progress, issues, work to be completed, budget, etc. All of the above effective tracking tools provide the Project Manager with what they need to identify, respond, and correct any potential work scope, budget, or scheduling challenges immediately. Finally, PACE conducts a final QA / QC review by a Principal prior to issuing final work products to the client or bidding the project.

I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts.

A. SIGNATURE B. DATE March 28, 2016

C. NAME AND TITLE Philip D. Cheesman, PE, Vice President

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ARCHITECT – ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If Any) N / A

PART II – GENERAL QUALIFICATIONS 2A. FIRM (OR BRANCH OFFICE) NAME PACE Engineers, Inc.

3. YEAR ESTABLISHED 1992

4. DUNS NUMBER 78-962-9508

2B. STREET 11255 Kirkland Way, Suite 300

5. OWNERSHIP A. TYPE Corporation 2C. CITY

Kirkland 2D. STATE WA

2E. ZIP CODE 98033 B. SMALL BUSINESS STATUS

No 6A. POINT OF CONTACT NAME AND TITLE Philip D. Cheesman, PE, Vice President 7. NAME OF FIRM (If Block 2A is a Branch Office)

6B. TELEPHONE NUMBER 425.827.2014

6C. E-MAIL ADDRESS [email protected]

8A. FORMER FIRM NAME(S) 8B. YEAR ESTABLISHED 8C. DUNS NUMBER Symonds Consulting Engineering, Inc. – Staff hired by PACE 09/2001 LandMark, Inc. – Staff hired by PACE 09/2002 Lee Engineering, Inc. – Staff hired by PACE 06/2005 Peterson Consulting Engineers, Inc. – Staff hired by PACE 01/05/09 Hammond, Collier & Wade-Livingstone Associates, Inc. - Staff hired by PACE 11/01/11

1980 1992 1975 1996 1943

177746195 N / A 095016713 N / A 04-533-6039

9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE & ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS

A. FUNCTION

CODE B. DISCIPLINE

C. NO. OF EMPLOYEES A. PROFILE

CODE B. EXPERIENCE

C. REVENUE INDEX NUMBER

(See Below) (1) FIRM (2) BRANCH 02 Administrative 7 1 A06 Airports; Terminals and Hangars; Freight Handling 1 08 CADD Technician 5 2 C15 Construction Management 3 12 Civil Engineer 32 13 C16 Construction Surveying 4 15 Construction Inspector 2 0 C18 Cost Estimating 2 29 Geographic Information 2 0 E02 Educational Facilities; Classrooms 4 38 Land Surveyor 2 0 H01 Harbors; Jetties; Piers, Ship Terminal Facilities 2 39 Landscape Architect 2 0 H07 Highways; Streets; Airfield Paving; Parking Lots 4 47 Planner: Urban / Regional 3 0 H11 Housing (Residential, Multi-Family; Condo, Apt) 4 57 Structural Engineer 7 7 H13 Hydrographic Surveying 1

Survey Technician / Field Crew 8 0 L02 Land Surveying 4 Accounting 4 0 O01 Office Buildings; Industrial Parks 4 Business Development / Marketing 3 1 P05 Planning (Community, Regional, Areawide, State) 3 Information Technologies (IT) 2 0 P06 Planning (Site, Installation, and Project) 3

R03 Railroad; Rapid Transit 2 R04 Recreation Facilities (Parks, Marinas, Etc.) 3

S04 Sewage Collection, Treatment and Disposal 5 S13 Stormwater Handling & Facilities 4 S10 Surveying; Platting; Mapping; Flood Plain Studies 4 T04 Topographic Surveying and Mapping 5 W03 Water Supply; Treatment and Distribution 6 200 Feasibility Studies / Reports 2 Total 79 24 217 Transit Park & Rides 2

11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS

(Insert revenue index number shown at right)

PROFESSIONAL SERVICES REVENUE INDEX NUMBER

1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million

6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million 10. $50 million or greater

A. FEDERAL WORK 1 B. NON-FEDERAL WORK 8 C. TOTAL WORK 8

12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts.

A. SIGNATURE

B. DATE March 28, 2016

C. NAME AND TITLE Philip D. Cheesman, PE, Vice President