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HomeMy WebLinkAboutAdden 03 Washington State 40 CAG-09-077, Adden #3-10 VA# Department of Transportation Supplemental Agreement Organization and Address h 1" g BergerABAM Inc. Number 3 33301 Ninth Avenue S., Suite 300 Federal Way,WA 98003 Original Agreement Number CAG-09-077 Phone: 206/431-2300 Project Number Execution Date Completion Date 4/17/2009 10/31/2011 Project Title New Maximum Amount Payable Update Project Definition Report, Strander Blvd. $ 2,214,900.00 Description of Work Additional tasks are added as described in the attached under Sections II and IV. The Local Agency of City of Renton desires to supplement Q e the agreement entered into with BerberABAM Inc. and executed on 4/17/2009 and identified as Agreement No. CAG-09-077 All provisions in the basic agreement remain in effect except as expressly modified by this supplement. The changes to the agreement are described as follows: Section 1, SCOPE OF WORK, is hereby changed to read: Sea attached I I Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change the number of calendar days for completion of the work to read: See attached I11 Section V, PAYMENT, shall be amended as follows: See attached If you concur with this supplement and agree to the changes as stated above, please sign in the appropriate spaces below and return to this office for final action. By: By: Denis Law, Mayor Consultant Signature Approving Authority Signature Attest - DOT Form 140-063 EF Bonnie I . Walton, City Clerk Revised 9/2005 SECTION II SCOPE OF WORK Add the following to this section. This supplement provides scopes of work for five primary tasks to be completed for this PROJECT as listed in the below table under Section IV. The scopes of work for these primary tasks are detailed in Exhibit"A" to this supplement. SECTION IV TIME FOR BEGINNING AND COMPLETION Replace this section with the following. Work under this agreement is broken into eight primary tasks as shown in the table below and as defined in Exhibit A. Each primary task will be given a separate notice to proceed(NTP)by the City of Renton. The CONSULTANT shall not begin work on any task until receipt of a written NTP for that task. The City of Renton may not issue a NTP on a primary task until the precursor primary task for that primary task, as defined in Exhibit A,has been completed or is nearing completion. The following schedule is agreed to establish the basis for determination of the fees for this AGREEMENT. Primary Primary Task Description Primary Task Primary Task Primary Task Task ID Start Date Duration Fee without Management Reserve Task 100 Define final project configuration for 1 Feb 2010 2 months $113,000 approval. This task will be completed prior to other tasks. Task 200 Define BNSF bridge configuration for 1 Apr 2010 8 months $636,000 final design and construction by BNSF Task 300 Support the City of Renton during To be addressed To be addressed To be addressed final bridge design and construction in a future in a future in a future by BNSF. This task will be completed supplement supplement supplement after Task 200. Task 400 Complete 30 percent design for BNSF 1 lul 2010 4 months $198,000 underpass. This task will be completed after parts of Task 200 are completed. Task 500 Complete 30 percent design for the 1 Dec 2010 10 months $795,000 UPRR underpass. This task will be completed after parts of Task 200 and 400 are completed. Task 600 Complete 30 percent design of the To be addressed To be addressed To be addressed connection from the underpass to the in a future in a future in a future Sounder Station I supplement supplement supplement • Primary Primary Task Description Primary Task Primary Task Primary Task Task ID Start Date Duration Fee without Management Reserve Task 700 Assess the feasibility and costs 1 Feb 2010 7 months $353,000 associated with at-grade connections to the Sounder Station. Develop 35 percent PS&E for the selected alternative. Task 800 Develop final PS&E for the selected To be addressed To be addressed To be addressed alternative. in a future in a future in a future supplement supplement supplement The City of Renton and the CONSULTANT will work together to finalize a timeline for completion of each primary task upon receipt of a written NTP. If the NTP for any primary task is received after the dates shown in the above table, the City of Renton and the CONSULTANT will work together to determine additional costs, if any, associated with completion of that task. These additional costs will be authorized from the management reserve or will be addressed in a future supplement to this AGREEMENT. The established completion time for each primary task shall not be extended because of any delays attributable to the CONSULTANT,but may be extended by the City of Renton in the event of a delay attributable to the City of Renton, or because of unavoidable delays caused by an act of GOD or governmental actions of other conditions beyond the control of the CONSULTANT. All work under this AGREEMENT shall be completed by the date shown in the heading of this AGREEMENT under completion time. A prior supplemental agreement issued by the City of Renton is required to extend this established completion time. The completion date for this agreement is revised to be 31 October 2011. SECTION V PAYMENT PROVISIONS Add the following to this section The payment provisions for this AGREEMENT are revised to be paid for on the basis of negotiated hourly rates as define in Exhibit D-3 for additional work under this supplement. g Y PP Payment for work provided under the-initial agreement and Supplement 1 will remain to be paid for on a lump-sum basis. Upon receipt of a written NTP for Task 700, the CONSULTANT shall finalize fees from subconsultants required to develop parts of the work as defined in Exhibit A for this primary task. Additional fees, if any,required to complete this primary task shall be authorized from the management reserve or will be addressed in a future supplement. SECTION VI SUBCONTRACTING Add the following to this section. The following subconsultants are authorized to perform work under this AGREEMENT. • Hanson Professional Services Inc. • Shannon&Wilson, Inc. • Perteet Engineering Inc i Local Agency Consultant/Address/Telephone BergerABAM Inc. Standard Consultant 33301 Ninth Avenue S., Suite 300 Agreement Federal Way,WA 98003 ®Architectural/Engineering Agreement ❑ Personal Services Agreement 206/431-2300 Agreement Number CAG-09-077 Project Title And Work Description Federal Aid Number Supplement No. 3 to Strander Boulevard Extension Project Agreement Type(Choose one) ❑ Lump Sum Lump Sum Amount $ ❑ Cost Plus Fixed Fee Overhead Progress Payment Rate Overhead Cost Method DBE Participation ❑ Actual Cost ❑ Yes ® No % Federal ID Number or Social Security Number ❑ Actual Cost Not To Exceed % 91-1422812 ❑ Fixed Overhead Rate % Do you require a 1099 for IRS? Completion Date Fixed Fee $ ❑Yes ® No October 31, 2011 ® Specific Rates Of Pay Total Amount Authorized $ 2,095,000.00 ® Negotiated Hourly Rate for Supplement No. 3 ❑ Provisional Hourly Rate Management Deserve Fund $ 100,000.00 ❑ Cost Per Unit of Work Maximum Amount Payable $ 2,195,000.00 for Supplement Ne. 3 Index of Exhibits (Check all that apply): ® Exhibit A-1 Scope of Work Exhibit G-2 Fee- Sub Specific Rates ❑ Exhibit A-2 Task Order Agreement ❑ Exhibit G-3 Sub Overhead Cost ❑ Exhibit B-1 DBE Utilization Certification ❑ Exhibit H Title VI Assurances ❑ Exhibit C Electronic Exchange of Data ® Exhibit I Payment Upon Termination of Agreement ❑ Exhibit D-1 Payment-Lump Sum ❑ Exhibit J Alleged Consultant Design Error Procedures ❑ Exhibit D-2 Payment-Cost Plus ❑ Exhibit K Consultant Claim Procedures ® Exhibit D-3 Payment-Hourly Rate ❑Exhibit L Liability Insurance Increase ❑ Exhibit D-4 Payment-Provisional ❑ Exhibit M-la Consultant Certification ❑ Exhibit E-1 Fee-Lump/Fixed/Unit ❑ Exhibit M-lb Agency Official Certification ® Exhibit E-2 Fee-Specific Rates ❑ Exhibit M-2 Certification-Primary ❑ Exhibit F Overhead Cost ❑ Exhibit M-3 Lobbying Certification ❑ Exhibit G Subcontracted Work ❑ Exhibit M-4 Pricing Data Certification ❑ Exhibit G-1 Subconsultant Fee ❑App.31.910 Supplemental Signature Page I DOT Form 140-089 EF Revised 3/2008 TABLE OF CONTENTS STRANDER BOULEVARD EXTENSION SECTION PAGE EXHIBITA- SCOPE OF WORK............................................................................................................1 ProjectBackground...............................................................................................................................1 PROJECTPARAMETERS.......................................................................................................................3 TASK 100-DEFINE FINAL PROJECT CONFIGURATION FOR APPROVAL..........................4 Task100 Assumptions..........................................................................................................................4 Task100 Deliverable(s)........................................................................................................................4 TASK 110-PROJECT ADMINISTRATION.......................................................................................4 Task111-Project Setup.......................................................................................................................4 Task 112-Invoicing and Progress Reports......................................................................................4 Task 113-Subconsultant Coordination...........................................................................................4 Task 114-Project Management and Administration....................................................................5 Task115-Meetings with City............................................................................................................5 Task 116-Quality Assurance and Control......................................................................................5 TASK 120-PRELIMINARY STUDIES AND INVESTIGATIONS................................................5 Task 121-Railroad Right-of-Entries (ROE).....................................................................................5 Task122-Survey..................................................................................................................................5 TASK 130-PRELIMINARY PLANS,PROFILES,AND SECTIONS.............................................5 Task131-Design Parameters.............................................................................................................5 Task 132-Determine Horizontal and Vertical Alignment...........................................................5 Task133-Roadway Sections..............................................................................................................5 Task 134-Prepare Project Configuration Plans for Approval.....................................................6 Task 135-City of Renton Approval..................................................................................................6 TASK 200-DEFINE BNSF BRIDGE CONFIGURATION FOR FINAL DESIGN AND CONSTRUCTIONBY BNSF...................................................................................................................6 Task200 Assumptions:.........................................................................................................................6 Task200 Deliverable(s)........................................................................................................................6 TASK 210-PROJECT ADMINISTRATION.......................................................................................7 Task211-Project Setup.......................................................................................................................7 Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page ii Task 212-Invoicing and Progress Reports......................................................................................7 Task 213-Subconsultant Coordination...........................................................................................7 Task 214-Project Management and Administration....................................................................7 Task215-Meetings with City............................................................................................................7 Task 216-Quality Assurance and Control......................................................................................7 TASK 220-PRELIMINARY STUDIES AND INVESTIGATIONS................................................7 Task 221-Railroad Right-of-Entries (ROE).....................................................................................7 Task222-Survey..................................................................................................................................7 Task223-Geotechnical.......................................................................................................................8 TASK 230-PRELIMINARY ENGINEERING AND DESIGN.........................................................9 Task 231-Underpass Wall/BNSF Bridge Foundation Alternatives............................................9 Task 232-Bottom Seal Alternatives..................................................................................................9 Task233-Utilities................................................................................................................................9 Task234-Construction Staging......................................................................................................10 TASK 240-PRELIMINARY BNSF DESIGN, COORDINATION,AND APPROVALS..........10 Task 241-Develop Conceptual BNSF Plans.................................................................................10 Task 242-BNSF Bridge Type, Size, and Location (TS&L) Report............................................11 Task 243-Preliminary Shoofly Design..........................................................................................11 Task 244-30 Percent BNSF Review Submittal.............................................................................11 Task 245-Preliminary Review of C&M Agreement...................................................................11 TASK250-OTHER TASKS.................................................................................................................12 Task 251-Determine Additional ROW,Easement,and BNSF ROW Permit Needs.............12 Task 252-Coordinate with Environmental Studies and Permitting........................................12 TASK 260-30 PERCENT PLANS AND ESTIMATE.......................................................................12 Task261-30 percent Plans................................................................................................................12 Task 262-30 Percent Cost Estimate.................................................................................................13 TASK 300-SUPPORT THE CITY OF RENTON DURING FINAL BRIDGE DESIGN AND CONSTRUCTIONBY BNSF.................................................................................................................13 TASK 400-COMPLETE 30%DESIGN FOR THE BNSF UNDERPASS.....................................13 Task400 Assumptions........................................................................................................................13 Task400 Deliverable(s)......................................................................................................................14 TASK 410-PROJECT ADMINISTRATION.....................................................................................14 Task411-Project Setup..................:..................................................................................................14 Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page iii Task 412-Invoicing and Progress Reports....................................................................................14 Task 413-Subconsultant Coordination.........................................................................................14 Task 414-Project Management and Administration..................................................................14 Task415-Meetings with City..........................................................................................................14 Task 416-Quality Assurance and Control....................................................................................14 TASK 420-PRELIMINARY STUDIES AND INVESTIGATIONS..............................................15 Task 421-Railroad Right-of-Entries(ROE)...................................................................................15 TASK 430-PRELIMINARY ENGINEERING AND DESIGN.......................................................15 Task 431-Stormwater Report..........................................................................................................15 Task 432-Construction Phasing and Staging...............................................................................16 TASK 440-OTHER TASKS.................................................................................................................16 Task 441-Determine Additional ROW and Easement Needs...................................................16 Task 442-Coordinate with Environmental Studies and Permitting........................................16 Task443-Public Involvement.........................................................................................................17 Task 444-Funding Assistance.........................................................................................................17 TASK 450-30 PERCENT PLANS AND ESTIMATE........................................................................17 Task451-30 percent Plans................................................................................................................17 Task 452-30 Percent Cost Estimate.................................................................................................17 TASK 500-COMPLETE 30%DESIGN FOR THE UPRR UNDERPASS.....................................18 Task500 Assumptions........................................................................................................................18 Task500 Deliverable(s)......................................................................................................................18 TASK 510-PROJECT ADMINISTRATION.....................................................................................18 Task511-Project Setup.....................................................................................................................18 Task 512-Invoicing and Progress Reports....................................................................................19 Task 513-Subconsultant Coordination.........................................................................................19 Task 514-Project Management and Administration..................................................................19 Task515-Meetings with City..........................................................................................................19 Task 516-Quality Assurance and Control....................................................................................19 TASK 520-PRELIMINARY STUDIES AND INVESTIGATIONS..............................................19 Task521-Traffic Studies..................................................................................................................19 Task 522-Railroad Right-of-Entries(ROE)...................................................................................22 Task523-Survey................................................................................................................................22 Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page iv 0 • Task524—Geotechnical.....................................................................................................................23 TASK 530—PRELIMINARY ENGINEERING AND DESIGN.......................................................24 Task531—Trail Alternatives.............................................................................................................24 Task 532—Secondary Access to Sounder Station..........................................................................24 Task533—Driveways.........................................................................................................................24 Task534—Traffic Signals..................................................................................................................24 Task535—Utilities..............................................................................................................................25 Task 536—Stormwater Report..........................................................................................................26 Task537—Construction Staging......................................................................................................27 TASK 540-PRELIMINARY UPRR DESIGN,COORDINATION,AND APPROVALS .........27 Task 541-Develop Conceptual UPRR Plans.................................................................................27 Task 542-UPRR Bridge Type, Size,and Location Report(TS&L)...........................................27 Task 543-Preliminary Shoofly Design..........................................................................................28 Task 544-30 Percent UPRR Review Submittal............................................................................28 Task 545-Preliminary Review of C&M Agreement...................................................................28 TASK 550-OTHER TASKS.................................................................................................................29 Task 551-Determine Additional ROW,Easement,and UPRR ROW Permit Needs............29 Task 552-Coordinate with Environmental Studies and Permitting........................................29 Task553-Public Involvement.........................................................................................................29 Task554-Funding Assistance.........................................................................................................30 TASK 560-30 PERCENT PLANS AND ESTIMATE........................................................................30 Task561-30 percent Plans................................................................................................................30 Task 562-30 Percent Cost Estimate.................................................................................................30 TASK 600-COMPLETE 30%DESIGN OF THE CONNECTION FROM THE UNDERPASS TO THE SOUNDER STATION............................................................................................................31 TASK 700-ASSESS THE FEASIBILITY AND COSTS ASSOCIATED WITH AT-GRADE CONNECTIONS TO THE SOUNDER STATION...........................................................................31 Task700 Assumptions........................................................................................................................31 Task700 Deliverable(s)......................................................................................................................32 TASK 710-PROJECT ADMINISTRATION.....................................................................................32 Task711-Project Setup.....................................................................................................................32 Task 712-Invoicing and Progress Reports....................................................................................32 Task 713-Subconsultant Coordination.........................................................................................32 Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page v 0 . • Task 714-Project Management and Administration..................................................................32 Task715-Meetings with City..........................................................................................................32 Task 716-Quality Assurance and Control....................................................................................33 TASK 720-PRELIMINARY STUDIES AND INVESTIGATIONS..............................................33 Task 721-Railroad Right-of-Entries (ROE)...................................................................................33 Task722-Survey................................................................................................................................33 TASK 730-PRELIMINARY PLANS, PROFILES,AND SECTIONS...........................................33 Task 731-Design Parameters...............................................................:...........................................33 Task 732-Determine Horizontal and Vertical Alignment.........................................................33 Task 733-Coordinate Access through BNSF ROW with BNSF................................................33 Task 734-Develop Geotechnical Design Memorandum...........................................................33 Task 735-Develop At-Grade Alternative Drainage and Water Quality Preliminary Designs..................................................................................................................................................34 Task 736-Develop At-Grade Alternative Maintenance and Protection of Utility PreliminaryDesigns...........................................................................................................................34 Task737-Roadway Sections............................................................................................................34 Task 738-Prepare Preliminary Drawings.....................................................................................34 Task 739-Prepare Project Cost Estimates for At-Grade Alternatives......................................34 Task 740-Prepare Draft and Final Design Memorandum including Preliminary Project CostEstimates and Drawings...........................................................................................................34 Task 741-City of Renton Comment/Approval.............................................................................35 TASK 750-DEVELOP 35 PERCENT PS&E FOR SELECTED ALTERNATIVE.........................35 TASK 800-DEVELOP FINAL PS&E FOR SELECTED AT-GRADE ALTERNATIVE.............35 Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page A i r EXHIBIT A-SCOPE OF WORK Project Background In about 2001, the City of Renton, in association with the City of Tukwila, started working on a roadway connecting the eastern terminus of Strander Boulevard in Tukwila to the western terminus of Southwest 27th Street in Renton. The primary issue with this connection was the need to cross the Union Pacific Railroad(UPRR) and the BNSF Railway (BNSF) tracks. Given the high speeds and high volumes of the trains on these tracks, the crossings were to be grade separated. The City's first task was to prepare a project definition report,which was completed in 2002. The project definition report looked at different ways to grade separate the roadway from the two railroads. After screening alternatives and meetings with a stakeholder's committee, the recommendation was to build a five-lane roadway beneath the two railroads. However, as the design started to move forward for the underpass, one of the other alternatives from the report gained favor. That alternative was to move the UPRR track over next to the BNSF tracks, allowing the roadway to cross over all the tracks. This alternative had the advantage of trading land between the tracks for land that would be vacated by UPRR and not be between the tracks. The increased accessibility of the land acquired in the trade would potentially allow more transit oriented development related to the Sounder Station. The cities of Renton and Tukwila have been pursuing this alternative for several years now, including significant progress on the plans for the relocated UPRR track. However,UPRR has never given a final approval to the plan to move their track. Although the plan is still under negotiation, Sound Transit has just about run out of time to commit to the final design of their Sounder Commuter Rail Station. If and when they commit to building their station between the tracks in their existing locations, the option to move the UPRR track will be lost. Without moving the UPRR tracks, the option to build a cost-effective and functional overpass will also be lost. Subsequent discussions with BNSF and less optimistic economic and development growth forecasts have caused the cities of Renton and Tukwila to reassess their plans for extending the Strander corridor from its existing terminus at Southwest 27th Street to West Valley Highway. Accordingly, the City of Renton has requested that BergerABAM evaluate the feasibility and costs associated with gaining access to the Sounder Commuter Rail Station in one of the following four ways. Alternative A-Connect Renton to the Sounder Station by extending Southwest 27th Street westward to the edge of the BNSF right-of-way (ROW) and then northward to a parking lot(or parking along the N-S roadway) connecting to the pedestrian undercrossing beneath the BNSF tracks to the Sounder Station. Alternative B-Connect Renton to the Sounder Station by extendin g Southwest 27th Street westward to the edge of the BNSF ROW, then northward to Longacres Way, then westward Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 1 under the BNSF tracks via a reconstructed Longacres Way undercrossing to the Sounder Station parking lot. Longacres Way will be lowered to provide for BNSF required vertical clearance. Longacres Way will be widened to provide for pedestrian,bicycle, and vehicle traffic into the Sounder Station. It is our understanding that a companion BNSF project will reconstruct, widen, or replace the existing BNSF bridge over Longacres Way. The reconstruction of Longacres Way will be coordinated with this BNSF project,but engineering and/or PS&E for the BNSF project is not included in this scope of work. Alternative C—Connect Renton to the Sounder Station by extending Southwest 27th Street westward to the edge of the BNSF ROW, then northward to Southwest 16th Street and terminating at the widened Southwest 16th Street segment. A parking lot(or parking along the N-S roadway) will be constructed adjacent to the pedestrian undercrossing beneath the BNSF tracks accessing the Sounder Station. Alternative D—Connect Renton to the Sounder Station by extending Southwest 27th Street westward to the edge of the BNSF ROW, then northward to Southwest 16th Street and terminating at the widened Southwest 16th Street segment. Connection to the Sounder Station or the Sounder Station parking lot will be under the BNSF tracks via a reconstructed Longacres Way undercrossing to the Sounder Station parking lot. Longacres Way will be lowered to provide for BNSF required vertical clearance. Longacres Way will be widened to provide for pedestrian,bicycle, and vehicle traffic into the Sounder Station. It is our understanding that a companion BNSF project will reconstruct, widen,or replace the existing BNSF bridge over Longacres Way. The reconstruction of Longacres Way will be coordinated with this BNSF project,but engineering and/or PS&E for the BNSF project is not included in this scope of work. In anticipation of constructing the undercrossing along the Strander corridor along with assessing the less costly street connections to the Sounder Station, the City of Renton has contracted with BergerABAM to advance the design of the Strander Boulevard Extension. This will be done with a single contract broken down into eight primary tasks, each of which will be given a separate notice to proceed(NTP)by the City of Renton. These eight primary tasks are as follows. • Task 100-Define final project configuration for approval • Task 200-Define BNSF bridge configuration for final design and construction by BNSF • Task 300-Support the City of Renton during final bridge design and construction by BNSF • Task 400-Complete 30 percent design for the BNSF underpass • Task 500-Complete 30 percent design for the UPRR underpass • Task 600-Complete 30 percent design of the connection from the underpass to the Sounder Station Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 2 0 0 • Task 700—Assess the feasibility and costs associated with at-grade connections to the Sounder Station. Select the preferred alternative (by the City of Renton). Develop the design of the preferred alternative to 35 percent. • Task 800—Develop PS&E for the preferred at-grade connection to the Sounder Station. This scope of work covers Tasks 100, 200,400,500, and 700. Due to the uncertainty of the scope for Tasks 300, 600, and 800, they will be scoped at a later date. Work under this agreement is broken into eight primary tasks as described above. Some primary tasks must be completed or be near completion prior to commencing work on other primary tasks. Precursor primary tasks for primary tasks are shown in the table below. Primary Task Precursor Primary Tasks Task 100 None Task 200 Task 100 Task 300 Task 200 Task 400 Task 100 and parts of Task 200 Task 500 Task 100 and parts of Tasks 200 and 400 Task 600 Task 100 Task 700 None Task 800 Task 700 A management reserve has been provided with this supplement to provide for inefficiencies in work flow to accomplish the work in separate discrete tasks rather than as a single work element. PROJECT PARAMETERS The following is a list of assumptions that the scope of work, schedule, and the fee estimate are based on. Assumptions relevant to specific tasks are listed with those tasks. • This scope assumes that the UPRR track will not be moved and, therefore, an underpass is the only acceptable grade separation for the UPRR and BNSF tracks staying within their existing ROW. This scope will not do any further engineering on an overpass or moving the UPRR track. • BergerABAM will submit one draft and one final version of each deliverable to the City. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 3 TASK 100 - DEFINE FINAL PROJECT CONFIGURATION FOR APPROVAL Task 100 Assumptions • Task 100 will be completed two months after NTP. • No traffic studies, geotechnical work, or utility investigations will be done for this task. While not anticipated,it is possible that further studies in these disciplines in later tasks could change the plan,profile, and/or sections developed in this task. • All of the existing survey is still accurate and the only additional survey needed for this task will be for the new western terminus of Southwest 27th Street. • This new section of Strander will have a minimum of five lanes and be a minimum of 60 feet wide face of curb to face of curb. • The profile at the BNSF bridge will be based on the possibility of a bridge about 30 feet longer than the back of sidewalk to back of sidewalk distance. • Approval of these plans,profiles, and sections by the City of Renton will be required to proceed to Task 200. It will be up to the City of Renton to determine if they want to get approval from Tukwila, the Washington State Department of Transportation(WSDOT), UPRR, BNSF, and Sound Transit for the preliminary plans,profiles, and sections. Task 100 Deliverable(s) • Updated base map • Project configuration plans for approval TASK 110 - PROJECT ADMINISTRATION Task 111- Project Setup Project files will be setup and subconsultant agreements will be prepared. This task will take care of all the subconsultant agreements regardless of which primary task the subconsultant's work is included in. Task 112 - Invoicing and Progress Reports Monthly invoices and progress reports will be prepared. It is assumed there will be two invoices and progress reports. Task 113 -Subconsultant Coordination This task will include BergerABAM's time handling administrative and contract-related issues with the subconsultants. Subconsultants for this project include Hanson Professional Services Inc.-Railroad Engineering;Shannon&Wilson, Inc.-Geotechnical Engineering; and Perteet, Inc.-Traffic,Surveying, and Signals/Illumination. Subconsultants for Task 100 include Perteet and Hanson Professional Services. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 4 0 0 Task 114 - Project Management and Administration This task will include BergerABAM's time handling administrative and contract-related issues with the City. Task 115 - Meetings with City tY It is assumed there will be four meetings in Renton and/or on site. Each meeting will be attended by two BergerABAM staff members and one subconsultant staff member. Task 116 - Quality Assurance and Control All submittals to the City,including all subconsultant submittals,will be reviewed by the BergerABAM project manager or project engineer. All changes from those reviews will be incorporated prior to the submittal being sent to the City. TASK 120 - PRELIMINARY STUDIES AND INVESTIGATIONS Task 121- Railroad Right-of-Entries(ROE) BergerABAM and subconsultant staff that have need to visit the site will need to attend railroad safety training through www.contractororientation.com and e-railsafe, and acquire the mandatory railroad right-of-entry certifications. Task 122 -Survey Topographic field survey will be completed for the new western terminus of Southwest 27th Street where the new Strander alignment will tie in. This task will include recovering and reestablishing horizontal and vertical control and updating the existing base map and digital terrain model(DTM). TASK 130 - PRELIMINARY PLANS, PROFILES,AND SECTIONS Task 131 - Design Parameters BergerABAM will research City, railroad,WSDOT, and other pertinent standards and establish the design parameters for the total project. Task 132 - Determine Horizontal and Vertical Alignment BergerABAM will determine the horizontal and vertical alignment of the final underpass based on the design parameters established in the previous task. Task 133 - Roadway Sections The purpose of this task will be to set the roadway cross sections and channelization for the entire project. BergerABAM will determine all the plan view dimensions from back of sidewalk to back of sidewalk for Strander, for the intersections at the east and west ends of this new section of Strander, and for the access to the Sounder Station. Decisions will include • Width of through lanes • Width of bike lanes,if any • Width and placement of sidewalks and/or combined sidewalk/bike path • Width and placement of landscape strips/medians,if any Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 5 0 9 ■ Width and length of turn lanes and tapers at the intersections Task 134 - Prepare Project Configuration Plans for Approval BergerABAM will use the results of the previous tasks to prepare preliminary plans,profiles, and sections of the final project. Task 135 - City of Renton Approval BergerABAM will submit the preliminary plans,profiles, and sections to the City for approval. TASK 200 - DEFINE BNSF BRIDGE CONFIGURATION FOR FINAL DESIGN AND CONSTRUCTION BY BNSF Task 200 Assumptions: • NTP for Task 200 will not be given until the City of Renton has formally approved the preliminary plans,profiles, and sections from Task 100. These plans,profiles, and sections will be the basis for all the geometry for Task 200. • Task 200 will be completed eight months after NTP. • The City of Renton will complete all the necessary environmental documents and permits for the construction of the BNSF bridge and shoofly. BergerABAM will supply information to the City as needed to complete this work. No traffic studies will be needed to complete the environmental documents and permits. • All of the existing survey is still accurate and the only additional survey needed for this task will be for the potential north-south swaths where the BNSF shooflies might be and for utility locations. However, extra hours will be included for additional survey as needed and as directed during this task. • Existing horizontal and vertical survey control will not need to be recovered or reestablished since that was done in Task 100. • The BNSF bridge will be supported on a section of the final BNSF underpass structure, including underpass walls and/or bottom seal and/or struts and therefore,preliminary design of the BNSF bridge will include the preliminary design of the underpass "boat" section also. • No wetlands will be impacted. • The new impervious area of the bridge will be less than 5,000 square feet and,therefore, detention and water quality treatment will not be required. The bridge will be drained off one end and into a nearby wetland. No stormwater design will be done for Task 200. Task 200 Deliverable(s) • Updated Base Map • Preliminary Geotechnical Report Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 6 ■ "Boat Section" Alternatives Memorandum ■ Utility Relocation/Mitigation Memorandum ■ BNSF Concept Submittal ■ BNSF Structure T yp e Selection Report ■ BNSF 30 Percent Review Submittal ■ 30 Percent Plans ■ 30 Percent Cost Estimate TASK 210 - PROJECT ADMINISTRATION Task 211- Project Setup Project files will be setup. Task 212 - Invoicing and Progress Reports Monthly invoices and progress reports will be prepared. It is assumed there will be 8 invoices and progress reports. Task 213 -Subconsultant Coordination This task will include BergerABAM's time handling administrative and contract-related issues with the subconsultants. Subconsultants for this task include Hanson Professional Services, Shannon&Wilson, and Perteet. Task 214 - Project Management and Administration This task will include BergerABAM's time handling administrative and contract-related issues with the City. Task 215 - Meetings with City It is assumed there will be 16 meetings in Renton and/or on site. Each meeting will be attended by two Ber g er/ABAM staff members and one subconsultant staff member. Task 216 - Quality Assurance and Control All submittals to the City, including all subconsultant submittals,will be reviewed by the BergerABAM project manager or project engineer. All changes from those reviews will be incorporated prior to the submittal being sent to the City. TASK 220 - PRELIMINARY STUDIES AND INVESTIGATIONS Task 221- Railroad Right-of-Entries(ROE) BergerABAM and subconsultant staff that have need to visit the site will need to attend railroad safety training through www.contractororientation.com and e-railsafe, and acquire the mandatory railroad right-of-entry certifications. Task 222 -Survey Topographic field survey will be completed for the potential north-south swaths where the BNSF shooflies might be. Time will also be included in this task for on-call survey work to pick Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 7 0 • up other changes and new survey areas as needed by the team as the design progresses. This task will include updating the existing base map and digital terrain model(DTM). Provide up to three days of survey plus associated office support for subsurface utility engineering (SUE) services (estimated at$10,000). Likely tasks include • Calculation of proposed SUE sites(estimated at 10). • Stake preliminary location for SUE investigation • Survey and map horizontal and vertical location of utilities from SUE investigation. Task 223 - Geotechnical Several geotechnical reports for the Strander Boulevard Undercrossing project have been completed since 2001, specifically: "Geology and Soils Discipline Report, Strander Boulevard Extension, Renton and Tukwila,Washington," dated February 19,2004; "Geotechnical Report for Conceptual Design, Strander Boulevard/Southwest 27th Street Improvements, Renton, Washington," dated February 27, 2004; and "Geotechnical Report for 60 Percent Submittal, Strander Boulevard Extension and Union Pacific Railroad(UPRR) Relocation,Renton, Washington," dated September 21, 2007. Many borings were completed for preparation of these reports. The number of borings completed is adequate for 30 percent design level for the BNSF bridge,the underpass "boat" section at the BNSF bridge, and the shooflies for the BNSF railroad track. The proposed geotechnical scope of work is as follows. • Review all of the existing geotechnical information and reports in and along the proposed corridor • Take monthly readings on all existing monitoring wells for the duration of Task 200 • Perform engineering studies to develop geotechnical design information and recommendations for the following items - Seismicity studies, ground motions for BNSF bridge design, and earthquake hazards - Evaluation and comparison of feasible underpass excavation, temporary shoring, and groundwater control - Selection of the preferred alternative for the underpass structure - Selection of the preferred permanent underpass wall - Evaluation of base seal slab or concrete mat supported by tiedown anchors - Lateral pressures for design of underpass wall - Foundation support of proposed BNSF bridge Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 8 - Foundation settlements and liquefaction induced ground settlements - Design of BNSF shoofly embankments - Design and construction of utilities • Develop construction considerations • Attend design meetings TASK 230 - PRELIMINARY ENGINEERING AND DESIGN Task 231- Underpass WaIVBNSF Bridge Foundation Alternatives BergerABAM will develop and evaluate wall alternatives for the underpass, including the need for and location of struts to support the walls. For this task,BergerABAM will use the preliminary geotechnical report, as well as experience and cost data from the underpasses at 180th and in Yakima. Based on the results of this evaluation, BergerABAM may recommend using a particular wall type or may recommend allowing for contractors to bid alternative wall types if that appears it will obtain a better price without a loss of function. Task 232 - Bottom Seal Alternatives BergerABAM will develop and evaluate bottom seal alternatives for the underpass. For this task,BergerABAM will use the preliminary geotechnical report, as well as experience and cost data from the underpasses at 180th and in Yakima. Based on the results of this evaluation, BergerABAM may recommend using a particular seal type or may recommend allowing for contractors to bid alternative seal types if that appears it will obtain a better price without a loss of function. Task 233 - Utilities One of the major efforts will be to determine what utilities are present within the project limits, which of those utilities will be impacted, what are the feasible methods of mitigating those impacts, what are the preferred mitigation measures,what are the estimated costs of those mitigation measures, and who is responsible for those costs. BergerABAM will start by reviewing all the utility data that has been collected to date. This data will be confirmed and BergerABAM will research to find any data for new utilities or data that was missed in previous research. BergerABAM will plot this data on the project plans for the BNSF bridge and the BNSF shoofly. Based on this,BergerABAM will conduct further SUE Level A and/or B survey to precisely locate utilities that may not be located accurately enough or that are borderline as to whether they're impacted or not. Once the utilities are accurately located and the impacts to them are known,BergerABAM will coordinate mitigation of the impacts with the utility owners. In coordination with the owners, potential mitigation solutions will be determined and evaluated. BergerABAM,in coordination with the owners,will determine the preferred mitigation and will estimate the cost for that Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 9 0 mitigation. BergerABAM will also coordinate with Renton,Tukwila, the railroads, and the utility owners to determine which parties will be responsible for which mitigation costs. Based on data available so far, the following utility impacts are anticipated. • Bridge foundation excavation through AT&T and BNSF fiber optic lines • BNSF shoofly crossing over the top of the 36-inch King County Metro sewer line • BNSF shoofly crossing over the top of the Olympic Petroleum pipeline • BNSF shoofly crossing over the top of the Seattle waterline • BNSF shoofly crossing over PSE buried power lines • BNSF shoofly crossing under PSE overhead power lines Task 234 - Construction Staging BergerABAM will prepare a staging plan that clearly shows how the trains will remain operational while the bridge is built around and under them. A critical issue that will be addressed during this task will be consideration of how any potential shooflies will impact the Sounder Station and parking area. This effort will include looking at how the station is planned around the future third and fourth BNSF tracks and whether the third or fourth tracks might be used for shooflies. Lastly, this task will also address shoofly and/or third and fourth track impacts to the access from Boeing at Longacres Way. TASK 240 - PRELIMINARY BNSF DESIGN, COORDINATION,AND APPROVALS Task 241- Develop Conceptual BNSF Plans One of the most critical and likely most time-consuming decisions to be made will be to determine where the BNSF full build-out tracks will be within their ROW. Right now,BNSF has two tracks at the underpass location. However, BNSF has ROW for many more tracks. It is certain that BNSF will have a third track soon and they may insist the underpass accommodate a fourth or more track in the future. The first step in determining the full build-out track horizontal and vertical alignments will be to submit conceptual plans to BNSF. BergerABAM will assemble known information about the existing tracks and plans for future tracks from BNSF, Renton, Tukwila, and the South 180th Street underpass. With this information,BergerABAM will do preliminary design and conceptual plans for the following. • Horizontal and vertical alignment for the underpass • Typical section of the underpass • Typical section of the railroad bridge • Shoofly horizontal alignments Per BNSF guidelines, site photos and these conceptual plans will be turned into BNSF for a four-week review. This task will also include a meeting with BNSF to discuss the results of their review. For the purpose of this scope,it is assumed that the BNSF tracks will be Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 10 0 • configured the same at Strander as they are at 180th(three tracks with allowance in the substructure for a fourth track, and no access road bridge). It is also assumed that all future tracks will have the same elevations as the existing tracks. Task 242 - BNSF Bridge Type,Size, and Location (TS&L)Report Enough work has already been done to know that steel underdeck plate girders is the likely preferred bridge type alternative. However, since the BNSF 30 percent submittal requires a "Structure Type Selection Report," a brief report will be prepared documenting why this is the preferred alternative. The report will focus on the construction cost savings for the project of shallower girders and BNSF's preference for steel below deck girders over concrete below deck girders and steel through plate girders. The disadvantages of long-term maintenance(painting steel girders) will also be addressed. This task will also include the 30 percent design of the substructure and superstructure for the preferred bridge alternative. Task 243 - Preliminary Shoofly Design BergerABAM will coordinate with BNSF to determine maximum train speeds at the anticipated time of construction. Based on this and BNSF design standards,preliminary designs for the shooflies will be done. It is assumed there will be two shoofly tracks for BNSF and that the shooflies will be built west of the existing BNSF tracks. Typical shoofly sections will also be developed, including dealing with soft native soils and protecting utilities beneath the shoofly. A shoofly design for BNSF using a third and/or fourth BNSF track will also be investigated. Task 244 - 30 Percent BNSF Review Submittal Per BNSF guidelines, a 30 percent submittal will be turned in for a four-week review. The 30 percent submittal will include • Responses to the conceptual submittal • Underpass plan, profile, and typical section • Preliminary geotechnical report • Structure type selection report • BNSF bridge plans,elevations, and sections • BNSF track profiles at the bridges • Wallibridge abutment plans, elevations, and sections • Shoofly plans,profiles, and typical sections • Underpass construction staging plans • Fiber optic relocation plans and profiles This task will also include a meeting with BNSF to discuss the results of their 30 percent review. BNSF's 30 percent review comments will be incorporated into the final 30 percent submittal. Task 245 - Preliminary Review of C&M Agreement Before the bridge can be built, the City will need to sign a Construction and Maintenance (C&M) agreement with BNSF. This is a complex legal document that also includes terms for the easements the City will acquire for the use of BNSF's ROW for the undercrossing. BNSF will Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 11 not start formally negotiating this agreement until closer to the time of bidding;however, it is advisable for the City to start becoming familiar with the terms early in the project. This is especially important for an underpass since underpasses impact BNSF's ROW more than an overpass does,but BNSF still generally insists on maintaining the same rights as if it was an overpass (i.e., rights to build utilities and tracks anywhere within the easement). For this task, BergerABAM will obtain the current boilerplate agreement for BNSF. BergerABAM will also pull the final South 180th C&M agreement from their files. Lastly,BergerABAM will collect all their records of the C&M agreement negotiations for the BNSF underpasses for the City of Yakima. This will be particularly useful for the City to see what Yakima attempted to change and what changes BNSF did and did not accept. There are very pro-BNSF clauses in the agreements that Yakima wanted to change but was unable to. The City may want to get a head start in conducting risk assessments in case BNSF maintains the same positions on this project. BergerABAM will conduct a review meeting of these various C&M versions with the City and pass on all the collected materials for further internal City review. TASK 250 - OTHER TASKS Task 251 - Determine Additional ROW, Easement, and BNSF ROW Permit Needs BergerABAM will plot out the project on the boundary survey to determine where additional ROW and/or easements and/or BNSF ROW permits will be needed. The areas where additional ROW and/or easements and/or BNSF ROW permits are anticipated are • Defining he area of the underpass ROW permits through the BNSF ROW g 1P P g • Temporary construction easements for where the shoofly fill does not stay within the BNSF ROW • Temporary construction easements at one or more locations for contractor staging area(s) and construction access Task 252 - Coordinate with Environmental Studies and Permitting BergerABAM will coordinate with the City's environmental consultant to be sure that what is being designed is permittable. BergerABAM will provide design data as needed in support of environmental clearance and permitting efforts. TASK 260 - 30 PERCENT PLANS AND ESTIMATE Task 261- 30 percent Plans The following 30 percent 11 x 17 plans will be prepared. • Title Sheet-1 sheet • Underpass Plan and Profile-1 sheet • Roadway Sections-1 sheet • Wall/Abutment Plan, Elevation, and Details-3 sheets • Bottom Seal Plan and Elevation-1 sheet Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 12 0 0 • Fiber Optic Plan, Profiles, and Details-1 sheet • Other Utility Mitigation Details -2 sheets • BNSF Bridge Plan, Elevation,Section, and Details-2 sheets • Shoofly Plans and Profiles-3 sheets • Shoofly Sections-1 sheet Task 262 - 30 Percent Cost Estimate BergerABAM will prepare a cost estimate for Task 200. The cost estimate will include estimates for the following in order to estimate the total cost related to Task 200. • Preliminary engineering(through construction contract award) • Environmental documentation and permitting • Right-of-way acquisition • Construction - By Private Utilities - By BNSF - By Renton's Construction Contractor(s) • Inflation • Estimating contingencies • Construction contingencies es • Agency administration • Construction engineering TASK 300 -SUPPORT THE CITY OF RENTON DURING FINAL BRIDGE DESIGN AND CONSTRUCTION BY BNSF This task will be scoped once BNSF's scope of work for design and construction is determined. TASK 400 - COMPLETE 30% DESIGN FOR THE BNSF UNDERPASS Task 400 Assumptions • The BNSF underpass will begin near the east edge of the UPRR ROW and end at the existing western end of Southwest 27th Street. It will connect to the Sounder Station parking lot at its west end. • Task 400 will be completed four months after NTP. • The plans, profiles, and sections from Tasks 100 and 200 will be the basis for all the geometry for Task 400. • The City of Renton will complete all the necessary environmental documents and permits for the construction of the BNSF underpass. BergerABAM will supply information to the City as needed to complete this work. No traffic studies will be needed to complete the environmental documents and permits. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 13 0 i • All of the existing survey is still accurate and no additional survey will be needed. If the BNSF bridge and/or third track is built by this time, survey will need to be added by supplement. • No additional utilities will be impacted during this task. • No wetlands will be impacted. • The remainder of the underpass will be built as extensions east and west of the portion of the underpass built beneath the BNSF bridge. Continuous use of the BNSF tracks will not be impacted by this part of the construction except to build and flag a temporary crossing for use by the contractor. Task 400 Deliverable(s) ■ Stormwater Report ■ 30 Percent Plans ■ 30 Percent Cost Estimate TASK 410 - PROJECT ADMINISTRATION Task 411- Project Setup Project files will be setup. Task 412 - Invoicing and Progress Reports Monthly invoices and progress reports will be prepared. It is assumed there will be four invoices and progress reports. Task 413 -Subconsultant Coordination This task will include BergerABAM's time handling administrative and contract-related issues with the subconsultants. Subconsultants for this task include Hanson Professional Services, Shannon&Wilson, and Perteet. No specific tasks for these three subconsultants are included in the scope,but it is envisioned they will be needed to provide assistance from time to time. Each will be given a budget of$10,000 for this task. Task 414 - Project Management and Administration This task will include BergerABAM's time handling administrative and contract-related issues with the City. Task 415 - Meetings with City It is assumed there will be eight meetings in Renton and/or on site. Each meeting will be attended by two Berger/ABAM staff members and one subconsultant staff member. Task 416 - Quality Assurance and Control All submittals to the City, including all subconsultant submittals,will be reviewed by the BergerABAM project manager or project engineer. All changes from those reviews will be incorporated prior to the submittal being sent to the City. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 14 TASK 420 - PRELIMINARY STUDIES AND INVESTIGATIONS Task 421- Railroad Right-of-Entries(ROE) BergerABAM and subconsultant staff that have need to visit the site will need to attend railroad safety training through www.contractororientation.com and e-railsafe, and acquire the mandatory railroad right-of-entry certifications. TASK 430 - PRELIMINARY ENGINEERING AND DESIGN Task 431-Stormwater Report Given the large amount of impervious surface that this project will add, a stormwater study and design will be completed. The focus will be to do enough design so that stormwater costs can be accurately estimated and so that the stormwater portion of the environmental document can be completed. This will include all the storm drainage pipes and structures, the stormwater pump station, and the stormwater quality and quantity control facilities. ROW costs for the land for these facilities will also be considered. The ffort will address drainage of the roadway and tributary areas as well as integrating the e g Y Y � g g proposed improvements with existing drainage and treatment systems. The design and report will be prepared per the criteria of the Washington State Department of Ecology Stormwater Management Manual for Western Washington(2005) and the requirements of the cities of Renton and Tukwila. Tasks will include 1. Collect and review available paper and electronic as-builts and construction record drawings for existing stormwater facilities,including pipes, ditches, structures, and other features 2. Collect available topographic information for complete basin delineations for contributing runoff areas and produce a drainage map showing each contributing area and the proposed path for stormwater runoff from the project area, at a scale no smaller than 1"=200 3. Determine pipe and structure sizing 4. Design project detention and water quality facilities as follows ■ Determine available locations for new structures,pipes, and facilities ■ Calculate preliminary pipe sizes, slopes, vault and pond sizing, and configuration ■ Determine ditch and channel locations to convey off-site cut and fill slope runoff ■ Determine required improvements to downstream facilities as necessary to convey flows ■ Determine water quality facilities and associated structures 5. Calculate quantities and estimate costs 6. Prepare stormwater report including Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 15 ■ Project overview ■ Detailed project description ■ Downstream and upstream analysis ■ Runoff/detention calculations ■ Water quality computations ■ Cost estimate Task 432 - Construction Phasing and Staging BergerABAM will design the BNSF underpass to minimize the cost of extending the underpass beneath the UPRR in the future. This will include building the walls and bottom seal between UPRR and BNSF deep enough to accommodate the final underpass profile for UPRR. It will also require some type of end water seal to seal the west end of the"boat section' so the BNSF underpass is watertight. In addition,BergerABAM will design the north wall of the underpass to accommodate the future addition of the ramp to the Sounder Station with minimal disruption to traffic within the underpass. Although this task will build the "boat section" for the completed BNSF and UPRR underpass in between the two railroads,the profile for this task will deviate from the final profile so that the roadway will come back up to near existing grade just east of the UPRR ROW. From there it will tie into the Sounder Station parking lot. TASK 440 - OTHER TASKS Task 441- Determine Additional ROW and Easement Needs BergerABAM will plot out the project on the boundary survey to determine where additional ROW and/or easements will be needed. The areas where additional ROW and/or easements are anticipated are • Formal designation of the roadway ROW through the Sound Transit and Tukwila properties between the tracks • ROW somewhere (probably the Tukwila property between the tracks) for the pump station, water quality and detention ponds, and wetland mitigation • Temporary construction easements at one or more locations for contractor staging area(s) and access along the outsides of the underpass Task 442 - Coordinate with Environmental Studies and Permitting BergerABAM will coordinate with the City's environmental consultant to be sure that what is being designed is permittable. BergerABAM will provide design data as needed in support of environmental clearance and permitting efforts. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 16 • • Task 443 - Public Involvement BergerABAM will gather any information available on previous public involvement activities and will develop a public involvement plan for Task 400. It is assumed there will be one open house/information session during this task. Task 444 - Funding Assistance BergerABAM will assist the City with identifying funding sources applicable to this project. BergerABAM will assist the City in preparing grant applications and project summary reports to apply for these funding opportunities. BergerABAM will research the requirements of typical funding sources to be sure the project design conforms to those requirements. TASK 450 -30 PERCENT PLANS AND ESTIMATE Task 451 - 30 percent Plans The following 30 percent 11 x 17 plans will be prepared. • Title Sheet-1 sheet • Underpass Plan and Profile-3 sheets - These sheets will show curb, sidewalk, channelization, cut and fill lines,walls,bridges, and approximate ROW takes and easements. Storm drainage.pipes and structures will not be shown,but pump station,water quality, and detention facilities will be shown. • Roadway Sections-1 sheet • Wall Plan, Elevation, and Details-3 sheets • Bottom Seal and End Seal Plan, Elevation, and Sections-1 sheet • Storm Drainage and Pump Station Details-2 sheets Task 452 - 30 Percent Cost Estimate BergerABAM will prepare a project cost estimate for the total project and for the individual phases. The project cost estimate will include estimates for the following in order to estimate total project cost. • Preliminary engineering(through construction contract award) • Environmental documentation and permitting • Right-of-way acquisition • Construction - By Private utilities - By UPRR and BNSF - By cities - By City's construction contractor(s) • Inflation • Estimating contingencies • Construction contingencies • Agency administration • Construction engineering Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 17 0 0 TASK 500 - COMPLETE 30% DESIGN FOR THE UPRR UNDERPASS Task 500 Assumptions 1. Task 500 will be completed 10 months after NTP. 2. The plans,profiles, and sections from Tasks 100, 200, and 400 will be the basis for all the geometry for Task 500. 3. The City of Renton will complete all the necessary environmental documents and permits for the construction of the BNSF underpass. Ber erABAM will supply P P g PP Y information to the City as needed to complete this work. No traffic studies will be needed to complete the environmental documents and permits. 4. All of the existing survey is still accurate and the only additional survey needed for this task will be for the potential north-south swaths where the UPRR shooflies might be and for utility locations. However, extra hours will be included for additional survey as needed and as directed during this task. 5. The "boat section' design for the BNSF underpass will also be used for the UPRR underpass. 6. The UPRR underpass will have its own pump station and water quality/quantity ponds. 7. The BNSF underpass will be closed for construction of the UPRR underpass. Task 500 Deliverable(s) • Traffic Study • Updated Base Map • Geotechnical Engineering Report • Utility Relocation Memoranda (one for each major utility) • Stormwater Report • Interurban Trail Memorandum • Sounder Station Secondary Access Memorandum • UPRR Concept Submittal • UPRR Structure Type Selection Report • UPRR 30 Percent Submittal • 30 Percent Plans • 30 Percent Cost Estimate TASK 510 - PROJECT ADMINISTRATION Task 511- Project Setup Project files will be setup. i Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 18 • • Task 512 - Invoicing and Progress Reports Monthly invoices and progress reports will be prepared. It is assumed there will be 10 invoices and progress reports. Task 513 -Subconsultant Coordination This task will include BergerABAM's time handling administrative and contract-related issues with the subconsultants. Subconsultants for this task include Hanson Professional Services, Shannon&Wilson, and Perteet. Task 514 - Project Management and Administration This task will include BergerABAM's time handling administrative and contract-related issues with the City. Task 515 - Meetings with City It is assumed there will be 20 meetings in Renton and/or on site. Each meeting will be attended by two Berger/ABAM staff members and one subconsultant staff member. Task 516 - Quality Assurance and Control All submittals to the City, including all subconsultant submittals, will be reviewed by the BergerABAM project manager or project engineer. All changes from those reviews will be incorporated prior to the submittal being sent to the City. TASK 520 - PRELIMINARY STUDIES AND INVESTIGATIONS Task 521-Traffic Studies A traffic study will be prepared to design the intersection of Strander Boulevard and West Valley Highway. For this study, it is assumed that Strander Boulevard will be a five-lane roadway going under LTRR and BNSF and will connect to Southwest 27th Street just west of Oakesdale Avenue SW(Segment 1). It is also assumed that Southwest 27th Street will not connect to State Route (SR) 167. The future year analysis will be conducted for 2015 as the year of opening, and 2035 as the design year. This traffic study will only address the operations of vehicular traffic along Strander Boulevard and will not address any transit,nonmotorized, or freight-related issues. These elements were studied and documented in the Transportation Technical Discipline Report-Strander Boulevard Extension Project,May 2004. Should there be the need to revisit either the transit, freight, or nonmotorized elements, a detailed scope of services can be provided at that time. Collect and review available data, including traffic volume and classification counts, traffic forecasts, accident history, and signal and access control information from the City and/or Tukwila and WSDOT. This task will also include a review of existing studies relevant to the project such as the Project Definition Report, Transportation Technical Discipline Report(May 2004),Tukwila Transit Network Plan, Sound Transit Plans for the Sounder Commuter Rail Station, and Renton Transit Plans. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 19 . 0 1. Collect 2008 PM peak hour turn movement counts and signal timing/phasing (or SYNCHRO electronic files) for the following key study intersections. • City of Renton Southwest 27th Street at Oakesdale Avenue Southwest 27th Street at Lind Avenue Southwest 27th Street at East Valley Road Grady Way at Lind Avenue Grady Way at SR 167 Southwest 43rd Street at East Valley Road • City of Tukwila Strander Boulevard at West Valley Highway Grady Way at West Valley Highway South 180th Street at West Valley Highway 2. Collect 2008 ADT and vehicle classification counts at the following locations ■ City of Renton Southwest 43rd Street between Lind Avenue and East Valley Road Grady Way between West Valley Highway and Lind Avenue Grady Way between Lind Avenue and SR 167 Oakesdale Avenue between Southwest 27th Street and Southwest 43rd Street Lind Avenue between Southwest 27th Street and Southwest 43rd Street East Valley Road between Southwest 27th Street and Southwest 43rd Street Southwest 27th Street between East Valley Road and Lind Avenue East Valley Highway between Southwest 43rd Street and South 184th Street(City of Kent) ■ City of Tukwila West Valley Highway between Strander Boulevard and Interstate 405 (I-405) West Valley Highway between Strander Boulevard and South 180th Street Strander Boulevard between Andover Park E and West Valley Hwy 3. Obtain and review copies of relevant reports and studies, including those described above. 4. Prepare technical memorandum documenting 2008 traffic conditions. Validate 2008 (base year) and develop 2015 (year of opening) and 2035 (design year)PM peak hour traffic forecasts using the City of Renton's EMME model. Post-process 2015 and 2035 Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 20 traffic volume forecast data for use with SYNCHRO for analyzing study area intersection operations. 1. Validate City of Renton's 2008 base year EMME traffic model to PM peak hour traffic conditions in the study area. 2. Using City of Renton s 2015 EMME traffic model,forecast 2015 PM peak hour traffic forecasts for a four-lane Strander Boulevard with and without Segment 1. Post-process and balance 2015 PM peak hour forecasts to develop 2015 PM turning movement forecasts with and without Segment 1 for the key study area intersections identified above. 3. Using City of Renton s 2030 EMME traffic model,forecast 2030 PM peak hour traffic forecasts for a five-lane Strander Boulevard with and without Segment 1. Post-process and balance 2030 PM peak hour forecasts to develop 2030 PM turning movement forecasts with and without Segment 1 for the key study area intersections identified above. Extrapolate 2030 data to the 2035 design year. 4. Conduct up to three additional EMME model runs for Segment 1 to perform"what if" analysis regarding any future possible connections and access to Strander Boulevard from Boeing Longacres and the Sounder Station. 5. Prepare technical memorandum documenting the 2015 and 2030/2035 traffic forecasting results and the post-processing methods. Analyze 2015 (year of opening) and 2035 (design year) PM peak hour turning movement forecasts using SYNCHRO. 1. Analyze 2015 and 2035 level of service and intersection operations for the PM peak hour for a five-lane Strander Boulevard with and without Segment 1 at the following intersections Strander Boulevard at West Valle Highway Y g Y Strander Boulevard at Boeing Access Road Strander Boulevard at Lind Avenue Strander Boulevard at Oakesdale Avenue Strander Boulevard at East Valley Road Southwest 43rd St at East Valley Road Grady Way at West Valley Highway 2. Conduct signal warrant analysis for the new Strander Boulevard intersections at Boeing Access Road. Signal warrant analysis for any future connections to the Sounder Station will also be conducted should there be a need to connect with Strander Boulevard Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 21 0 • 3. Conduct traffic mitigation analysis and develop appropriate channelization as needed for the above-listed intersections. Determine vehicle storage adequacy for turn lanes and pocket lengths, and summarize vehicle queues at key study intersections. Of particular interest to this study will be the intersection operations and channelization at West Valley Highway and Oakesdale Avenue (i.e., the western and eastern terminus of Segment 1). 4. Prepare technical memorandum documenting the traffic operations for year of opening 2015 and design year 2035 and the recommended mitigations needed to optimize vehicular capacity and maximize throughput through Segment 1 of Strander Boulevard Extension. Prepare draft and final traffic study reports documenting the above analysis and recommended mitigation to optimize corridor and intersection performance along Segment 1 of the Strander Boulevard Extension. 1. Prepare draft and final traffic study report documenting existing and future conditions, as well as the traffic mitigation/recommendations for Segment 1. Task 522 - Railroad Right-of-Entries(ROE) BergerABAM and subconsultant staff that have need to visit the site will need to attend railroad safety training through www.contractororientation.com and e-railsafe, and acquire the mandatory railroad right-of-entry certifications. Task 523 -Survey It is assumed most of the existing survey is still useable;however, there will be need for additional survey during Task 500. BergerABAM will survey known items that have changed. The north-south swaths where the UPRR shoofly will be located will also be surveyed. Time will also be included in this task for on-call survey work to pick up other changes and new survey areas as needed by the team as the design progresses. The majority of the project area already has a base map developed and additional field survey sufficient to prepare the 30 percent UPRR underpass design is expected to be limited to the following. 1. Provide up to 10 days of supplemental survey,plus associated office support to update base map and DTM. Likely tasks include ■ Recover and re-establish horizontal and vertical control ■ Survey and map changed conditions ■ Additional topographic survey and mapping for proposed shoofly ■ Pick-up survey and mapping as requested by design team 2. Provide up to five days of survey, plus associated office support for SUE services (estimated at$15,000). Likely tasks include ■ Calculation of proposed SUE sites(estimated at 20) Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 22 0 • ■ Stake preliminary location for SUE investigation ■ Survey and map horizontal and vertical location of utilities from SUE investigation Task 524 - Geotechnical BergerABAM will use all the current borings and reports in the area as a start for a new geotechnical report intended specifically to bring the UPRR underpass design up to 30 percent completion. Several geotechnical reports for the Strander Boulevard Undercrossing project have been completed since 2001, specifically: "Geology and Soils Discipline Report, Strander Boulevard Extension, Renton and Tukwila,Washington," dated February 19, 2004; "Geotechnical Report for Conceptual Design,Strander Boulevard/Southwest 27th Street Improvements, Renton,Washington," dated February 27, 2004;and "Geotechnical Report for 60 Percent Submittal, Strander Boulevard Extension and Union Pacific Railroad (UPRR) Relocation, Renton, Washington," dated September 21,2007. Many borings were completed for preparation of these reports;however,more borings are required between West Valley Highway and the existing UPRR track, and along the proposed UPRR shoofly alignment. The proposed geotechnical scope of work is as follows. • Review all of the existing geotechnical information and reports in and along the proposed corridor • Drill two borings between the existing UPRR and West Valley Highway with an average depth of 170 feet and four borings along the proposed shoofly alignment for the UPRR with an average depth of 70 feet • Perform laboratory tests to determine the index consolidation and strength properties of selected soil samples from borings • Take monthly readings on all existing monitoring wells for the duration of Task 500 • Perform engineering studies to develop geotechnical design information and recommendations for the following items • Seismicity studies, ground motions for railroad bridge design, and earthquake hazards • Lateral pressures for design of underpass wall • Foundation support of proposed UPRR bridge and trail bridge • Foundation settlements and liquefaction-induced ground settlements • Foundation support of signal foundations • Design of UPRR shoofly embankments • Design and construction of utilities Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 23 • Pavement design • Develop construction considerations • Attend design meetings TASK 530 - PRELIMINARY ENGINEERING AND DESIGN Task 531 -Trail Alternatives BergerABAM will look at options for maintaining the continuity of the Interurban Trail and for maintaining access to the trail in the immediate vicinity of Strander. BergerABAM will develop and evaluate the following alternatives for the trail. 1. The trail will be cut off at the nearest P ublic access points north and south of Strander (assumed to be Longacres Way and South 180th,respectively) and tra it users will be rerouted to the Green River Trail in between these two points. 2. The trail grade will be raised at Strander and a pedestrian bridge will be built for the trail to cross over the underpass. The connection from Strander to the trail will not be replaced. 3. The trail grade will be raised at Strander and a pedestrian bridge will be built for the trail to cross over the underpass. The connection from Strander to the trail will be replaced by a ramp on the north or south side connecting the trail to the Strander sidewalk as was done at 180th. 4. The trail grade will be raised at Strander and a pedestrian bridge will be built for the g P g trail to cross over the underpass. The connection from Strander to the trail will be replaced by a public pathway bought and constructed on land a short distance north and/or south of the underpass. Task 532 -Secondary Access to Sounder Station BergerABAM will look at options for providing a secondary access to the Sound Transit property between UPRR and BNSF tracks from West Valley Highway by way of an easement or ROW purchase north of Strander Boulevard. It is assumed that this secondary access will be at- grade across the UPRR tracks and that the current permit possessed by the City of Tukwila will be used for this new at-grade crossing location. Task 533 - Driveways Revised driveways will be designed for access from Strander to Taco Bell and Jack-in-the-Box. This task will also include any required modifications to the parking areas and drive-thrus for the two restaurants. Task 534 -Traffic Signals Based on the results from the traffic analysis of the West Valley/Strander intersection, BergerABAM will prepare a preliminary design of the modifications to the signal at that Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 24 0 intersection. This work will focus on identifying the anticipated cost of the signal modifications, and if any additional ROW will be necessary. The preliminary design will therefore focus on identifying preferred pole locations and configurations, as well as whether the existing controller and cabinet can be utilized in its existing location, or whether a new location will be necessary. For the preliminary design, consideration will be given as to how to minimize impacts to traffic on the existing legs of the West Valley/Strander intersection during the signal reconstruction. An example would be that it may have less impact to traffic to rewire the intersection to a new controller cabinet than to the existing cabinet if significant changes are necessary to the existing system. Task 535 - Utilities One of the major efforts will be to determine what utilities are present within the project limits, which of those utilities will be impacted, what are the feasible methods of mitigating those impacts,what are the preferred mitigation measures, what are the estimated costs of those mitigation measures, and who is responsible for those costs. BergerABAM will start by reviewing all the utility data that has been collected to date. This data will be confirmed and BergerABAM will research to find any data for new utilities or data that was missed in previous research. BergerABAM will plot this data on the project plans for the underpass and the shoofly. Based on this,BergerABAM will conduct further SUE Level A and/or B survey to precisely locate utilities that may not be located accurately enough or that are borderline as to whether they're impacted or not. Once the utilities are accurately located and the impacts to them are known,BergerABAM will coordinate mitigation of the impacts with the utility owners. In coordination with the owners, potential mitigation solutions will be determined and evaluated. BergerABAM, in coordination with the owners, will determine the preferred mitigation and will estimate the cost for that mitigation. BergerABAM will also coordinate with Renton,Tukwila,the railroads, and the utility owners to determine which parties will be responsible for which mitigation costs. Based on data available so far, the following utility impacts are anticipated. • Underpass excavation through multiple fiber optic lines • Underpass excavation though 36-inch King County Metro sewer line • Underpass excavation through Puget Sound Energy (PSE)buried power lines • Underpass excavation through the Olympic Petroleum pipeline • Possible excavation through PSE buried gas line • Underpass passing under PSE overhead power lines • Shoofly crossing over the top of the 36-inch King County Metro sewer line • Shoofly crossing over the top of the Olympic Petroleum pipeline • Shoofly crossing over the top of Seattle waterline • Shoofly crossing over PSE buried power lines BergerABAM will also coordinate with at least Renton and Tukwila to determine if there is a need or desire to include new utilities within the new Strander ROW. If new utilities are Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 25 0 0 desired,BergerABAM will evaluate the feasibility and costs for adding them to the project. Due to the difficulty of installing utilities within the bottom seal,it is anticipated that new buried utilities will be installed within the ROW,but outside of the underpass walls. They will also need to be bored under the railroad tracks. Task 536 -Stormwater Report Given the large amount of impervious surface that this project will add, a stormwater study and design will be completed. The focus will be to do enough design so that stormwater costs can be accurately estimated and so that the stormwater portion of the environmental document can be completed. This will include all the storm drainage pipes and structures, the stormwater pump station, and the stormwater quality and quantity control facilities. ROW costs for the land for these facilities will also be considered. The effort will address drainage of the roadway and tributary areas, as well as integrating the proposed improvements with existing drainage and treatment systems. The design and report will be prepared per the criteria of the Washington State Department of Ecology Stormwater Management Manual for Western Washington(2005) and the requirements of the cities of Renton and Tukwila. Tasks will include 1. Collect and review available paper and electronic as-builts and construction record drawings for existing stormwater facilities, including pipes, ditches, structures, and other features 2. Collect available topographic information for complete basin delineations for contributing runoff areas and produce a drainage map showing each contributing area and the proposed path for stormwater runoff from the project area, at a scale no smaller than 1"=200 3. Determine pipe and structure sizing 4. Design project detention and water quality facilities as follows ■ Determine available locations for new structures,pipes, and facilities ■ Calculate preliminary pipe sizes, slopes, vault and pond sizing, and configuration ■ Determine ditch and channel locations to convey off-site cut and fill slope runoff. ■ Determine required improvements to downstream facilities as necessary to convey flows ■ Determine water quality facilities and associated structures 5. Calculate quantities and estimate costs 6. Prepare stormwater report including ■ Project overview ■ Detailed project description Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 26 0 ■ Downstream and upstream analysis ■ Runoff/detention calculations ■ Water quality computations ■ Cost estimate Task 537 - Construction Staging Because the UPRR track has to be kept in continuous operation,BergerABAM will prepare a staging plan that clearly shows how the trains will remain operational while the underpass is built around and under them. A critical issue that will be addressed during this task will be consideration of how any potential shoofly will impact the Sounder Station and parking area. Lastly, this task will also address shoofly impacts to the Sounder station access at Longacres Way. TASK 540 - PRELIMINARY UPRR DESIGN, COORDINATION,AND APPROVALS Task 541 - Develop Conceptual UPRR Plans One of the most critical and likely most time-consuming decisions to be made will be to determine where the UPRR full build-out tracks will be within their ROW. Right now, the UPRR has one track at the underpass location;however, they have ROW for many more tracks and they could require accommodations for one or more additional tracks. The first step in determining the full build-out track horizontal and vertical alignments will be to submit conceptual plans to UPRR. BergerABAM will assemble known information about the existing track and any plans for future tracks from the UPRR, Renton,Tukwila, and the South 180th Street underpass. With this information, BergerABAM will do preliminary design and conceptual plans for the following. • Horizontal and vertical alignment for the underpass • Typical section of the underpass • Typical sections of the UPRR bridge • Shoofly horizontal alignment Per UPRR guidelines, site photos and these conceptual plans will be turned into UPRR for a four-week review. This task will also include a meeting with UPRR to discuss the results of their review. For the purpose of this scope,it is assumed that the UPRR track will be configured the same at Strander as it is at 180th(one track for UPRR and no access road bridge). It is also assumed that any future tracks will have the same elevations as the existing track. Task 542 - UPRR Bridge Type,Size, and Location Report(TS&L) Enough work has already been done to know that steel underdeck plate girders is the likely preferred bridge type alternative. However,since the UPRR 30 percent submittal requires a "Structure Type Selection Report," a brief report will be prepared documenting why this is the preferred alternative. The report will focus on the construction cost savings for the project of shallower girders and UPWs preference for steel below deck girders over concrete below deck girders and steel through plate girders. The disadvantages of long-term maintenance(painting Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 27 0 s steel girders) will also be addressed. This task will also include the 30 percent design of the substructure and superstructure for the preferred bridge alternatives for both railroads. Task 543 - Preliminary Shoofly Design BergerABAM will coordinate with UPRR to determine maximum train speeds at the anticipated time of construction. Based on this and UPRR design standards,preliminary designs for the shoofly will be done. It is assumed there will be one shoofly track for UPRR and the shoofly will be built east of the existing UPRR track. Typical shoofly sections will also be developed, including dealing with soft native soils and protecting utilities beneath the shoofly. A shoofly design using a third and/or fourth BNSF track from South 180th to north of I-405 will also be investigated. Task 544 - 30 Percent UPRR Review Submittal Per UPRR guidelines, a 30 percent submittal will be turned into UPRR for a four-week review. The 30 percent submittal will include: • Responses to the conceptual submittal • Underpass plan, profile, and typical section • Preliminary geotechnical report • Structure type selection report • UPRR bridge plans, elevations, and sections • UPRR track profiles at the bridges • Wall/bridge abutment plans,elevations, and sections • Shoofly plans, profiles, and typical sections • Underpass construction staging plans • Fiber optic relocation plans and profiles This task will also include a meeting with UPRR to discuss the results of their 30 percent review. UPRR's 30 percent review comments will be incorporated into the final 30 percent submittal to the City,but will not be resubmitted to UPRR until the 60 percent submittal in a later design phase. This is per UPRR guidelines. For the purpose of this scope, it is assumed that the UPRR track will be configured the same at Strander it is at 180th(one track for UPRR and no access road bridge). It is also assumed that any future tracks will have the same elevations as the existing track. Task 545 - Preliminary Review of C&M Agreement Before the underpass can be built,the City will need to sign a C&M agreement with UPRR. This is a complex legal document that also includes terms for the easements the City will acquire for the use of UPRR's ROW for the undercrossing. UPRR will not start formally negotiating this agreement until closer to the time of bidding;however,it is advisable for the City to start becoming familiar with the terms early in the project. This is especially important for an underpass since an underpass impacts UPRR's ROW more than an overpass does,but the railroads still generally insist on maintaining the same rights as if it was an overpass(i.e.,rights to build utilities and tracks anywhere within the easement). For this task,BergerABAM will Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 28 obtain the current boilerplate agreement for UPRR. BergerABAM will also pull the final South 180th UPRR C&M agreement from their files. Lastly,BergerABAM will collect all their records of the C&M agreement negotiations for the BNSF underpass for the City of Yakima. This will be particularly useful for the City to see what Yakima attempted to change and what changes BNSF did and did not accept. There are very pro-UPRR clauses in the agreements that Yakima wanted to change but was unable to. The City may want to get a head start in conducting risk assessments in case UPRR holds a similar position on this project. BergerABAM will conduct a review meeting of these various C&M versions with the City and pass on all the collected materials for further internal City review. TASK 550 - OTHER TASKS Task 551- Determine Additional ROW, Easement, and UPRR ROW Permit Needs BergerABAM will plot out the project on the boundary survey to determine where additional ROW and/or easements and/or UPRR ROW permits will be needed. The areas where additional ROW and/or easements and/or UPRR ROW permits are anticipated are • Widening of the Strander ROW west of the UPRR ROW • Defining the area of the underpass ROW permits through the UPRR ROW • Obtaining a transfer of the at-grade UPRR crossing permit from Strander to a location north of Strander where a secondary access to the Sounder station will be provided • ROW or easement from West Valley Highway to UPRR property for the secondary access to the Sounder station • Temporary construction easements for where the shoofly fill does not stay within the UPRR ROW • ROW somewhere (probably the Tukwila property between the tracks) for the pump station, water quality and detention ponds, and wetland mitigation • Temporary construction easements at one or more locations for contractor staging area(s) and access along the outsides of the underpass Task 552 - Coordinate with Environmental Studies and Permitting BergerABAM will coordinate with the City's environmental consultant to be sure that what is being designed is permittable. BergerABAM will provide design data as needed in support of environmental clearance and permitting efforts. Task 553 - Public Involvement BergerABAM will gather any information available on previous public involvement activities and will develop a public involvement plan for this task. It is assumed there will be one open house/information session during this task. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 29 Task 554 - Funding Assistance BergerABAM will assist the City with identifying funding sources applicable to this project. BergerABAM will assist the City in preparing grant applications and project summary reports to apply for these funding opportunities. BergerABAM will research the requirements of typical funding sources to be sure the project design conforms to those requirements. TASK 560 -30 PERCENT PLANS AND ESTIMATE Task 561- 30 percent Plans The following 30 percent 11 x 17 plans will be prepared. • Title Sheet-1 sheet • Underpass Plan and Profile-3 sheets - These sheets will show curb, sidewalk, channelization,cut and fill lines, walls,bridges, and approximate ROW takes and easements. Storm drainage pipes and structures will not be shown,but pump station, water quality, and detention facilities will be shown. • Roadway Sections-1 sheet • Sounder Station Secondary Access Plan and Details-2 sheets • Driveway Plans,Profiles, and Details-2 sheets • Intersection and Signal Plan-1 sheet • Utility Plans,Profiles, and Details-5 sheets • Storm Drainage and Pump Station Details-2 sheets • Wetland Mitigation Plan-2 sheets • Shoofly Plan and Profile-3 sheets • Shoofly Sections-1 sheet • Wall Plan, Elevation, and Details-3 sheets • Bottom Seal Plan, Elevation, and Sections-1 sheet • UPRR Bridge Plan, Elevation,Section, and Details-2 sheets • Trail and Trail Bridge Plan, Elevation, Sections, and Details-2 sheets • Construction Staging-2 sheets Task 562 - 30 Percent Cost Estimate BergerABAM will prepare a project cost estimate for the total project and for the individual phases. The project cost estimate will include estimates for the following in order to estimate total project cost. • Preliminary engineering (through construction contract award) • Environmental documentation and permitting • Right-of-way acquisition • Construction - By Private utilities - By UPRR and BNSF - By cities - By City's construction contractor(s) • Inflation Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 30 • Estimating contingencies • Construction contingencies • Agency administration • Construction engineering TASK 600 - COMPLETE 30% DESIGN OF THE CONNECTION FROM THE UNDERPASS TO THE SOUNDER STATION This task will be scoped once further details of the final Sounder station are known. TASK 700 -ASSESS THE FEASIBILITY AND COSTS ASSOCIATED WITH AT-GRADE CONNECTIONS TO THE SOUNDER STATION. Task 700 Assumptions • Task 700 will be completed seven months after NTP as outlined below. Durations and timelines for these tasks will be finalized between the City of Renton and BergerABAM prior to commencing work. • Develop final agreements with subconsultants for this primary task. This task will be completed within one month after NTP • Subtask 730 Draft Design Memorandum will be completed within three months after -- finalizing agreements with subconsultants. • Renton will select the preferred alternative within 1 month after receipt of the Subtask 730 Draft Design Memorandum. • Task 750 35 percent PS&E will be completed within two months after selection of the preferred alternative and concurrence with the design memorandum by the City of Renton • No traffic studies, additional geotechnical investigation or testing work, or subsurface utility investigations will be done for this task. While not anticipated,it is possible that further studies in these disciplines in later tasks could change the plan,profile, and/or sections developed in this task. • All of the existing survey is still accurate. New survey is required to extend the base map from the northern limits of the existing survey to Southwest 16th Street and for the new western terminus of Southwest 27th Street. • A maximum of four title reports will be required to define ROW ownership along the project. • Coordination and approvals to use the pedestrian undercrossing through the BNSF ROW have been secured by others from BNSF and other affected parties. • Approval of these plans,profiles, and sections by the City of Renton will be required to proceed to Task 200. It will be up to the City of Renton to determine if they desire or require Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 31 • 0 getting approval from Tukwila, the Washington State Department of Transportation (WSDOT),UPRR, BNSF, and Sound Transit for the preliminary plans,profiles, and sections. Task 700 Deliverable(s) ■ Updated base map ■ Draft at-grade project configuration memorandum that discusses each of the four at-grade alternatives. This memorandum will include project cost estimates and plans for each of the four alternatives. This memorandum will discuss the pros and cons of each configuration. This report will be submitted to the City or Renton for discussion and comment. The City of Renton will offer comments on the memorandum and will select the preferred at-grade configuration. ■ Final at-grade project configuration memorandum that discusses each of the four at-grade alternatives. Appropriate comments on the draft memorandum will be incorporated. This memorandum will include updated project cost estimates and plans for each of the four alternatives. This memorandum will document the preferred at-grade configuration. This report will be submitted to the City or Renton for concurrence/approval. ■ 35 percent plans, specifications, and estimate for the selected alternative. TASK 710 - PROJECT ADMINISTRATION Task 711- Project Setup Project files will be setup and a subconsultant agreement will be prepared with Hanson, Shannon&Wilson, and Perteet for Task 700. Task 712 - Invoicing and Progress Reports Monthly invoices and progress reports will be prepared. It is assumed there will be six invoices and progress reports. Task 713 -Subconsultant Coordination This task will include BergerABAM's time handling administrative and contract-related issues with the subconsultants. Subconsultants for this task include Hanson Professional Services Inc. -Railroad Engineering;Shannon&Wilson, Inc.-Geotechnical Engineering;and Perteet, Inc.- Traffic,Surveying, and Signals/Illumination. Subconsultants for Task 700 include Hanson, Shannon&Wilson, and Perteet. Task 714 - Project Management and Administration This task will include BergerABAM's time handling administrative and contract-related issues with the City. Task 715 - Meetings with City It is assumed there will be six meetings in Renton and/or on site. Each meeting will be attended by two BergerABAM staff members and one subconsultant staff member. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 32 0 • Task 716 - Quality Assurance and Control All submittals to the City, including all subconsultant submittals,will be reviewed by the BergerABAM project manager or project engineer. All changes from those reviews will be incorporated prior to the submittal being sent to the City. TASK 720 - PRELIMINARY STUDIES AND INVESTIGATIONS Task 721- Railroad Right-of-Entries(ROE) BergerABAM and subconsultant staff that have need to visit the site will need to attend railroad safety training through www.contractororientation.com and e-railsafe, and acquire the mandatory railroad right-of-entry certifications. Task 722 -Survey Topographic field survey will be completed for the new western terminus of Southwest 27th Street where the new Strander alignment will tie in and for the N-S corridor along the BNSF ROW to Southwest 16th Street by Perteet. This task will include recovering and reestablishing horizontal and vertical control and updating the existing base map and digital terrain model (DTM). This task will also include plotting existing utility and ROW boundaries determined from existing records on base maps and title reports. ROW and utility surveys are not included. Effort and fee for Perteet to perform this survey have been estimated by BergerABAM. This fee will be confirmed with Perteet following receipt of an NTP from the City for this primary task. Additions to the fee, if any, will be authorized from the management reserve or by an additional supplement. TASK 730 - PRELIMINARY PLANS, PROFILES,AND SECTIONS Task 731- Design Parameters BergerABAM will research City,railroad,WSDOT, and other pertinent standards and establish the design parameters for the total project. Task 732 - Determine Horizontal and Vertical Alignment BergerABAM will determine the horizontal and vertical alignments of the at-grade connections based on the design parameters established in the previous subtask. Task 733 - Coordinate Access through BNSF ROW with BNSF BergerABAM and Hanson will coordinate the feasibility of pedestrian and vehicle access through the BNSF ROW along Longacres Way with BNSF. It is assumed that coordination and approvals to use the pedestrian undercrossing through the BNSF ROW have been secured by others. Effort and fee for Hanson to support this coordination effort have been estimated by BergerABAM. This fee will be confirmed with Hanson following receipt of an NTP from the City for this primary task. Additions to the fee, if any,will be authorized from the management reserve or by an additional supplement. Task 734 - Develop Geotechnical Design Memorandum BergerABAM and Shannon&Wilson will develop a geotechnical design memorandum for the design and construction of the at-grade connections to the Sounder Station. This memorandum Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 33 will be based upon existing geotechnical information. Effort and fee for Shannon&Wilson to develop this geotechnical design memorandum have been estimated by BergerABAM. This fee will be confirmed with Perteet following receipt of an NTP from the City for this primary task. Additions to the fee, if any, will be authorized from the management reserve or by an additional supplement. Task 735 - Develop At-Grade Alternative Drainage and Water Quality Preliminary Designs BergerABAM will develop drainage and water quality preliminary designs for each at-grade alternative. Task 736 - Develop t-Grade Alternative Maintenance and Protection of Utility Preliminary p tY Y Designs BergerABAM will develop plans for maintaining,protecting, and/or reconstructing affected utilities for each for each at-grade alternative. Task 737 - Roadway Sections The purpose of this task will be to set the roadway cross sections and channelization for each at- grade alternative. BergerABAM will determine all the plan view dimensions from back of sidewalk to back of sidewalk for each at-grade alternative. Decisions that will affect these roadway sections include • Width of through lanes • Width of bike lanes, if any • Width and placement of sidewalks and/or combined sidewalkibike path • Width and placement of landscape strips/medians, if any • Dimensions of parking lot/number of parking spaces • Dimensions of linear parking areas parallel to the NS roadway • Access to linear parking areas • Width and length of turn lanes and tapers at the intersections • Location of existing ROW, easement, and property lines Task 738 - Prepare Preliminary Drawings. BergerABAM will prepare roll plots of the plan and profile for each alternative,which will be used to discuss and evaluate the merits of each alternative with the City. The drawings will be prepared at a 1:20 horizontal scale and a 1:5 vertical scale. The roll plot will also show proposed parking areas to aid in determining a preliminary overall cost for the alternative. Task 739 - Prepare Project Cost Estimates for At-Grade Alternatives BergerABAM will use the results of the previous tasks to prepare preliminary project quantity and cost estimates. Task 740 - Prepare Draft and Final Design Memorandum including Preliminary Project Cost Estimates and Drawings. BergerABAM will use the results of the previous tasks to prepare the draft and final at-grade Sounder connection design memorandum including preliminary project cost estimates, preliminary plans,profiles, and sections for each alternative. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 34 i • Task 741- City of Renton Comment/Approval BergerABAM will submit the draft and final at-grade Sounder connection design memorandum to the City of Renton for comment, selection of the preferred configuration, and concurrence/approval. TASK 750 - DEVELOP 35 PERCENT PS&E FOR SELECTED ALTERNATIVE 35 percent PS&E will be developed for the selected alternative. For scoping this subtask, it is assumed that Alternative B will be the selected alternative. TASK 800 - DEVELOP FINAL PS&E FOR SELECTED AT-GRADE ALTERNATIVE This task will be scoped once Task 700 has been completed or is nearing completion. Scope of Work BergerABAM,FPPWT-09-253 Strander Boulevard Extension December 2009 City of Renton Exhibit A Page 35 r i :Exhibit:D=3 Payment (Negotiated Hourly-Rate) The CONSULTANT shall be paid by the AGENCY for completed work and services rendered under this AGREEMENT as provided hereinafter. Such payment shall be full compensation for work performed or services rendered and for all labor,materials, supplies, equipment, and incidentals necessary to complete the work, The CONSULTANT shall conform to all applicable portions of 48 CFR Part 31. 1.�IioQurly Rates: The CONSULTANT shall be paid by the AGENCY for work done,based u he negotiated- ourly rates shown in Exhibit"E" and "F"attached hereto and by th' rence made part of this AG T. The rates listed shall be applicable foi•th a welve(12)month period and shall be aeriod upon request of the CONSULTS S E E ATTAC H E D S H E ET the second or- subsequent twelve _____ ,__��,_,,,�_.�______________ �. _----- r___- _i of the previous period,the rates listed in tl ' REEMENT, or subsequent wri�ter�'���th�orization(s)from the AGENCY shall > ized. The rates are inclusive of direct salaries,payroll'a ives, overhead, and f e CONSULTANT shall maintain support data to verify the hours billed on GREEMENT. 2. Direct Non-Salary Costs: Direct Non-Salary Costs will be reimbursed at the Actual Cost to the CONSULTANT. These charges may include,but are not limited to,the following items: travel, printing,long distance telephone,supplies,.computes-charges and sub-consultant costs. a. Air or train travel will be reimbursed only to economy class levels unless otherwise approved by the AGENCY. The CONSULTANT shall comply with the rules and regulations regarding travel costs(excluding air,train,and rental car costs) in accordance with the AGENCY'S Travel Rules and Procedures. However, air,train, and rental car costs shall be reimbursed in accordance with 48 CFR Part 31.205-46"Travel Costs." b. The billing for Direct Non-Salary Costs shall include an itemized listing of the charges directly identifiable with the PROJECT. c. The CONSULTANT shall maintain the original supporting documents in their office. Copies of the original supporting documents shall be supplied to the AGENCY upon request. d. All above charges must be necessary for the services provided under this AGREEMENT. 3. Management Reserve Fund: The AGENCY may desire to establish a Management Reserve Fund to provide the Agreement Administrator with the flexibility to authorize additional funds to the AGREEMENT for allowable unforeseen costs, or-reimbursing the CONSULTANT for additional work beyond that already defined in this AGREEMENT. Such authorization(s) shall be in writing and shall not exceed the lesser of$100,000 or 10% of the Total Amount Authorized as shown in the heading of this AGREEMENT. The amount included for the Management Reserve Fund is shown in the heading of this AGREEMENT.This fund may not be replenished. Any changes requiring additional costs in excess of the Management Reserve Fund shall be made in accordance with Section XN_ "Extra Work.'' DOT Form 140-089 EF Exhibit D-3 Revised 3/09 4. Maximum Total Amount Payable: The Maximum Total Amount Payable by the AGENCY to the CONSULTANT under this AGREEMENT shall not exceed the amount shown in the heading of this AGREEMENT. The Maximum Total Amount Payable is comprised of the Total Amount Authorized, and the Management Reserve Fund. The Maximum Total Amount Payable does not include payment for Extra Work as stipulated in Section XIV, "Extra Work."No minimum amount payable is guaranteed under this AGREEMENT. 5. Monthly Progress Payments: Progress payments may be claimed on a monthly basis for all costs authorized in 1 and 2 above. The monthly billing shall be supported by detailed statements for hours expended at the rates established in Exhibit"E", including names and classifications of all .employees, and billings for all direct non-salary expenses. To provide a means of verifying the billed salary costs for the CONSULTANT'S employees,the AGENCY may conduct employee interviews. These interviews may consist of recording the names,titles, salary rates, and present duties of those employees performing work on the PROJECT at the time of the interview. 6. Final Payment: Final Payment of any balance due the CONSULTANT of the gross amount earned will be made promptly upon its verification by the AGENCY after the completion of the work under this AGREEMENT, contingent upon receipt of all PS&E,plans, maps,notes,reports, electronic data and other related documents which are required to be furnished under this AGREEMENT. Acceptance of such Final Payment by the CONSULTANT shall constitute a release of all claims for payment,which the CONSULTANT may have against the AGENCY unless such claims are specifically reserved in writing and transmitted to the AGENCY by the CONSULTANT prior to its acceptance. Said Final Payment shall not,however, be a bar to any claims that the AGENCY may have against the CONSULTANT or to any remedies the AGENCY may pursue with respect to such claims. The payment of any billing will not constitute agreement as to the appropriateness of any item and at the time of final audit, all required adjustments will be made and reflected in a final payment. In the event that such final audit reveals an overpayment to the CONSULTANT.,the CONSULTANT will refund such overpayment to the AGENCY within thirty (30) days of notice of the overpayment. Such refund shall not constitute a waiver by the CONSULTANT for any claims relating to the validity of a finding by the AGENCY of overpayment. The CONSULTANT has twenty(20) days after receipt of the final POST AUDIT to begin the appeal process to the AGENCY for audit findings. 7. Inspection of Cost Records: The CONSULTANT and their sub-consultants shall keep available for inspection by representatives of the AGENCY, STATE and the United States,for a period of three (3)years after receipt of final payment,the cost records and accounts pertaining to this AGREEMENT and all items related to or bearing upon these records with the following exception: if any litigation, claim or audit arising out of, in connection with, or related to this contract is initiated before the expiration of the three(3)year period,the cost records and accounts shall be retained until such litigation, claim, or audit involving the records is completed. Revise paragraph 1, Hourly Rates, of Exhibit D-3 to read as follows. 1. Hourly Rates: The CONSULTANT shall be paid by the AGENCY for work done based upon the hourly rates determined by a person's direct salary cost times the multipliers for overhead and fixed fee shown in the table below. These multipliers shall be in effect until 31 October 2011. After that date,these multipliers may be renegotiated at the request of the AGENCY or the CONSULTANT. These hourly rates, therefore, will increase as the person's salary increases during the duration of the project. The CONSULTANTS' direct salary costs are adjusted annually. BergerABAM adjusts salary costs 1 July of each year. Periodically, direct salary costs are also adjusted at mid-year for exceptional performance or a promotion based upon events such as a person acquiring his/her professional license. Rates shown in Exhibits E-2 and G-2 are blended hourly rates used to determine the fee for this scope of work; billed rates will be based upon actual staff and actual staff direct salary costs used on the project at the above multiplier. The rates are inclusive of direct salaries, payroll additives, overhead, and fee. The CONSULTANT shall maintain support data to verify the hours billed on the AGREEMENT. CONSULTANT DIRECT SALARY COST MULTIPLIER BergerABAM 2.900 Hanson Professional Services 3.022 Perteet 3.025 Shannon &Wilson 3.272 Exhibit'E 2 Consultant Fee Determination -.Summary Sheet (Specific.Rates of Pay) Fee Schedule Discipline or Job Title Hourly Overhead Profit Rate Rate @ % @ % Per Hour SEE D-3 FOR HOURLY RATES DOT Form 140-089 EF Exhibit E-2 Revised 6105 EXHIBIT E-2: PROJECT FESETERMINATION • 12/24/2009 BergerABAM TASK SUBTOTALS Task 100 - Define Final Strander Undercrossing Project Configuration $ 113,000 Task 200 - Define BNSF Bridge at Strander Undercrosing $ 636,000 Task 300 - Support Renton during BNSF Design/Construction To Be Determined of new Bridge at Strander Undercrossing Task 400 - Complete 30 Percent Design for BNSF Strander Underpass $ 198,000 Task 500 - Complete 30 Percent Design for UPRR Strander Underpass $ 795,000 Task 600 - Complete 30 Percent Design for Strander to Sound To Be Determined Transit Station Connection Task 700 -Assess Feasibility of At-Grade Connection to Sounder $ 353,000 Station from Strander Corridor east of BNSF tracks. Complete 35 percent design of selected alternative. Task 800 - Develop final PS&E for At-Grade Connection to Sounder Statioi To Be Determined Total All Tasks = $ 2,095,000 CONTINGENCY FUNDS Management Reserve = $ 100,000 Total Contract Amount = $ 2,195,000 12-24-09 Strander Fee Proposal.xls Page 1 of 1 EXHIBIT E-2: PROJECT FISETERMINATION 12/24/2009 BergerABAM TASK SUBTOTALS Task 100 - Define Final Strander Undercrossing Project Configuration $ 113,000 Task 200 - Define BNSF Bridge at Strander Undercrosing $ 636,000 Task 300 - Support Renton during BNSF Design/Construction To Be Determined of new Bridge at Strander Undercrossing Task 400 - Complete 30 Percent Design for BNSF Strander Underpass $ 198,000 Task 500 - Complete 30 Percent Design for UPRR Strander Underpass $ 795,000 Task 600 - Complete 30 Percent Design for Strander to Sound To Be Determined Transit Station Connection Task 700 - Assess Feasibility of At-Grade Connection to Sounder $ 353,000 Station from Strander Corridor east of BNSF tracks. Complete 35 percent design of selected alternative. Task 800 - Develop final PS&E for At-Grade Connection to Sounder Statioi To Be Determined Total All Tasks = $ 2,095,000 CONTINGENCY FUNDS Management Reserve = $ 100,000 Total Contract Amount = $ 2,195,000 12-24-09 Strander Fee Proposal.xls Page 1 of 16 EXHIBIT E-2 - PROJECT FEE GERMINATION . 12/24/2009 BergerABAM - BLENDED HOURLY RATES BY JOB CLASSIFICATION base wage Ellenaea Hourly Classification Name I Rate I %Participation Rate Project Manager Jim Guarre $81.25 30% Chris Walcott $56.01 60% Chuck Spry $62.50 10% 100% $64.23 Project Engineer Ross French $48.08 25% Steve True $50.48 25% Rob Schurman $40.63 50% 100% $44.96 Structural Engineer Warren Wilson $65.24 10% Santiago Aguilar $32.21 45% Greg Banks $34.86 45% 100% $36.71 Civil Engineer Jake Lewing $29.33 40% Brian Bollen $31.25 30% Jessica Aguilar $39.42 30% 100% $32.93 Graphics/CADD Jeff Blake $42.64 5% Wiltrud Ochoxner $34.62 20% Angel Montalvo $25.38 20% Nicholas Vu $32.93 20% Aaron Savage $32.07 35% 100% $31.94 Project Administrator/Clerical Nora Bretana $27.88 20% Kelly Robinson $27.16 80% 100% $27.30 Note: DSC for BERGER/ABAM Fiscal Year 2010 Effective Through June 30,2010 . Page 2 of 16 EXHIBIT E-2: PROJECT FESETERMINATION • Task 100 Summary BergerABAM 12/24/2009 DIRECT SALARY COSTS (DSC)for BergerABAM Personnel Hours Rate Cost 1 Project Manager 188 X $64.23 = $ 12,075 2 Project Engineer 90 X $44.96 = $ 4,046 3 Structural Engineer 28 X $36.71 = $ 1,028 4 Civil Engineer 150 X $32.93 = $ 4,940 5 Graphics/CADD 52 X $31.94 = $ 1,661 6 Admin/Clerical 18 X $27.30 = $ 491 BergerABAM Hours, TOTAL 526 Subtotal Direct Salary Costs(DSC)= $ 24,242 Salary Escalation (SE)0%of work after 4% Increase on 7/1/10=0.0% = $ - Subtotal (DSC+ SE)= $ 24,242 Direct Salary Costs Multiplier(DSCM) 2.900 TOTAL SALARY COSTS(TSC)(DSC X DSCM)= $ 70,301 DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits&Meetings 300 miles @ $ 0.55 $ 165 Drawing Reproduction (11 X 17) 200 copies @ $ 0.16 $ 32 Courier&Postage 6 packages @ 25 $ 150 TOTAL REIMBURSABLE EXPENSES(DNSC)= $ 347 TOTAL BergerABAM FEE(TSC+ DNSC)= $ 70,648 SUBCONSULTANTS Hanson Professional Services-Railroad Engineering $ 25,871 Perteet-Surveying $ 16,402 TOTAL SUBCONSULTANT FEES= $ 42,273 TOTAL AUTHORIZED AMOUNT = $ 113,000 12-24-09 Strander Fee Proposal.As Page 3 of 16 EXHIBIT E-2-PROJECT FEE DETERMINA ! 12/24/2009 STAFF HOUR ESTIMATE FOR BergerABAM ABAM Task 100 Activity Project Berger /Dwg. Project Project Structural Civil Graphics/ AdminJ ABAM TASK ACTIVITY DESCRIPTION No. Manager Engineer Engineer Engineer CADD Clerical Totals TASK 100-DEFINE FINAL PROJECT CONFIGURATION FOR APPROVAL 188 90 28 150 52 18 526 TASK 110-PROJECT ADMINISTRATION 108 32 4 4 0 18 166 Project Setup 111 24 0 0 0 0 12 36 Invoicing and Progress Reports 112 8 0 0 0 0 2 10 Subconsultant Coordination 113 16 0 0 0 0 2 18 Project Management and Administration 114 16 0 0 0 0 2 18 Meetings with City 115 16 8 4 4 0 0 32 Quality Assurance and Control 116 28 24 0 0 0 0 52 Basemap 4 8 0 0 0 0 12 Project Configuration Plans for Approval 24 16 0 0 0 0 40 TASK 120-PRELIMINARY STUDIES AND INVESTIGATIONS 20 6 4 6 0 0 36 Railroad Right-of-Entries(ROE) 121 12 4 4 4 0 0 24 Survey 122 8 2 0 2 0 0 12 TASK 130-PRELIMINARY PLANS,PROFILES,AND SECTIONS 60 52 20 140 52 0 324 Design Parameters 131 16 8 12 12 0 0 48 Determine Horizontal and Vertical Alignment 132 12 12 4 40 0 0 68 Roadway Sections 133 24 24 0 24 0 0 72 Prepare Project Configuration Plans for Approval 134 6 6 4 56 44 0 116 Plans 2 2 0 16 12 0 32 Profiles 2 2 4 16 12 0 36 Sections 2 2 0 24 20 0 48 City of Renton Approval 135 2 2 0 8 8 0 20 Page 4 of 16 EXHIBIT E-2: PROJECT FESETERMINATION • Task 200 Summary BergerABAM 12/24/2009 DIRECT SALARY COSTS(DSC)for BergerABAM Personnel Hours Rate Cost 1 Project Manager 747 X $64.23 = $ 47,981 2 Project Engineer 408 X $44.96 = $ 18,342 3 Structural Engineer 328 X $36.71 = $ 12,039 4 Civil Engineer 480 X $32.93 = $ 15,808 5 Graphics/CADD 260 X $31.94 = $ 8,305 6 Admin/Clerical 54 X $27.30 = $ 1,474 BergerABAM Hours, TOTAL 2,277 Subtotal Direct Salary Costs(DSC)= $ 103,949 Salary Escalation(SE)25%of work after 4% Increase on 7/1/10 = 1.0% = $ 1,039 Subtotal (DSC+SE)= $ 104,988 Direct Salary Costs Multiplier(DSCM) 2.900 TOTAL SALARY COSTS(TSC)(DSC X DSCM)= $ 304,466 DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits&Meetings 1,200 miles @ $ 0.55 $ 660 Drawing Reproduction (11 X 17) 800 copies @ $ 0.16 $ 128 Courier&Postage 24 packages @ 25 $ 600 TOTAL REIMBURSABLE EXPENSES (DNSC)= $ 1,388 TOTAL BergerABAM FEE(TSC+ DNSC)= $ 305,854 SUBCONSULTANTS Hanson Professional Services-Railroad Engineering $ 141,994 Perteet-Surveying $ 44,507 Shannon and Wilson-Geotechnical $ 143,597 TOTAL SUBCONSULTANT FEES= $ 330,098 TOTAL AUTHORIZED AMOUNT = $ 636,000 12-24-09 Strander Fee Proposal.xls Page 5 of 16 EXHIBIT E-2-PROJECT FEE DETERMINATI� i 12/24/2009 STAFF HOUR ESTIMATE FOR BergerABAM ABAM Task 200 Activity Project Berger /Dwg. Project Project Structural Civil Graphics/ Admini ABAM TASK ACTIVITY DESCRIPTION No. Manager Engineer Engineer Engineer CADD Clerical Totals TASK 200-DEFINE BNSF BRIDGE CONFIGURATION FOR FINAL DESIGN AND CONSTRUCTION BY BNSF 747 408 328 480 260 54 2,277 TASK 210-PROJECT ADMINISTRATION 390 144 16 16 0 36 602 Project Setup 211 4 0 0 0 0 4 8 Invoicing and Progress Reports 212 32 0 0 0 0 8 40 Subconsultant Coordination 213 48 0 0 0 0 12 60 Project Management and Administration 214 48 0 0 0 0 12 60 Meetings with City 215 64 32 16 16 0 0 128 Quality Assurance and Control 216 194 112 0 0 0 0 306 Basemap 2 4 0 0 0 0 6 Geotechnical Report 20 6 0 0 0 0 26 "Boat Section"Memorandum 12 6 0 0 0 0 18 Utility Memorandum 36 36 0 0 0 0 72 BNSF Concept Submittal 24 4 0 0 0 0 28 BNSF Structure Type Selection Report 12 4 0 0 0 0 16 BNSF 30%Review Submittal 24 4 0 0 0 0 28 30 Percent Plans 40 24 0 0 0 0 64 30 Percent Cost Estimate 24 24 0 0 0 0 48 TASK 220-PRELIMINARY STUDIES AND INVESTIGATIONS 42 14 12 12 0 0 80 Railroad Right-of-Entries(ROE) 221 0 0 0 4 0 0 4 Survey 222 2 2 0 2 0 0 6 Geotechnical 223 40 12 12 6 0 0 70 TASK 230-PRELIMINARY ENGINEERING AND DESIGN 144 112 184 204 120 16 780 Underpass Wall/BNSF Bridge Foundations Alternatives 231 32 16 80 0 24 0 152 Bottom Seal Alternatives 232 32 16 80 0 24 0 152 Utilities 233 64 64 0 180 56 16 380 Fiber Optics 24 24 0 60 20 4 132 Metro 36"Sewer 16 16 0 40 12 4 88 Olympic Petroleum Pipeline 8 8 0 24 8 2 50 Seattle Water 8 8 0 24 8 2 50 PSE Buried Power 4 4 0 16 4 2 30 PSE Overhead Power 4 4 0 16 4 2 30 Construction Staging 234 16 16 24 24 16 0 96 TASK 240-PRELIMINARY BNSF DESIGN,COORDINATION,AND APPROVALS 78 36 26 56 32 0 228 Develop Conceptual BNSF Plans 241 12 8 8 24 16 0 68 BNSF Bridge Type,Size,and Location Report(TS&L) 242 6 6 6 0 0 0 18 Preliminary Shoofly Design 243 12 4 0 8 0 0 24 30%BNSF Review Submittal 244 24 12 12 24 16 0 88 Preliminary Review of C&M Agreement 245 24 6 0 0 0 0 30 TASK 250-OTHER TASKS 18 12 4 18 8 2 62 Determine Additional ROW,Easement,and BNSF ROW Permit Needs 251 6 6 0 12 8 2 34 Coordinate with Environmental Studies and Permitting 252 12 6 4 6 0 0 28 TASK 260-30 PERCENT PLANS AND ESTIMATE 75 90 86 174 100 0 525 Page 6 of 16 EXHIBIT E-2-PROJECT FEE DETERMINA • 12/24/2009 STAFF HOUR ESTIMATE FOR BergerABAM ABAM Task 200 Activity Project Berger /Dwg. Project Project Structural Civil Graphics/ AdminJ ABAM TASK ACTIVITY DESCRIPTION No. Manager Engineer Engineer Engineer CADD Clerical Totals 30 Percent Plans 261 63 66 46 114 100 0 389 Title Sheet 1 1 2 0 4 2 0 9 Underpass Plan and Profile 2 4 4 0 16 12 0 36 Roadway Sections 3 2 4 0 12 8 0 26 Wall/Abutment Plan,Elevation,and Details-Sheet 1 4 4 4 8 1 6 0 23 Wall/Abutment Plan,Elevation,and Details-Sheet 2 5 4 4 8 1 6 0 23 Wall/Abutment Plan,Elevation,and Details-Sheet 3 6 4 4 8 1 6 0 23 Bottom Seal Plan and Elevation 7 4 4 8 1 6 0 23 Fiber Optic Plan,Profile,and Details 8 4 4 0 16 12 0 36 Utility Plans,Profiles,and Details-Sheet 1 9 4 4 0 16 12 0 36 Utility Plans,Profiles,and Details-Sheet 2 10 4 4 0 16 12 0 36 BNSF Bridge Plan,Elevation,Section,and Details-Sheet 1 11 2 2 4 0 0 0 8 BNSF Bridge Plan,Elevation,Section,and Details-Sheet 2 12 2 2 4 0 0 0 8 Shoofly Plans and Profiles-Sheet 1 13 4 4 0 2 0 0 10 Shoofly Plans and Profiles-Sheet 2 14 4 4 0 2 0 0 10 Shoofly Sections 15 4 4 0 2 0 0 10 Construction Staging-Sheet 1 16 4 4 2 8 6 0 Construction Staging-Sheet 2 17 4 4 2 8 6 0 Construction Staging-Sheet 3 18 4 4 2 8 6 0 30 Percent Estimate 262 12 24 40 60 0 0 136 Page 7 of 16 EXHIBIT E-2: PROJECT FIOETERMINATION Task 400 Summary BergerABAM 12/24/2009 DIRECT SALARY COSTS (DSC)for BergerABAM Personnel Hours Rate Cost 1 Project Manager 307 X $64.23 = $ 19,719 2 Project Engineer 224 X $44.96 = $ 10,070 3 Structural Engineer 118 X $36.71 = $ 4,331 4 Civil Engineer 454 X $32.93 = $ 14,952 5 Graphics/CADD 162 X $31.94 = $ 5,175 6 Admin/Clerical 40 X $27.30 = $ 1,092 BergerABAM Hours,TOTAL 1,305 Subtotal Direct Salary Costs(DSC)= $ 55,339 Salary Escalation (SE) 100%of work after 4% Increase on 7/1/10=4.0% = $ 2,214 Subtotal (DSC+SE)= $ 57,552 Direct Salary Costs Multiplier(DSCM) 2.900 TOTAL SALARY COSTS(TSC)(DSC X DSCM)= $ 166,901 DIRECT NONSALARY COSTS (DNSC) Mileage for Site Visits&Meetings 600 miles @ $ 0.55 $ 330 Drawing Reproduction(11 X 17) 400 copies @ $ 0.16 $ 64 Courier&Postage 12 packages @ 25 $ 300 TOTAL REIMBURSABLE EXPENSES (DNSC)= $ 694 TOTAL BergerABAM FEE(TSC+ DNSC)= $ 167,595 SUBCONSULTANTS Hanson Professional Services-Railroad Engineering $ 10,000 Perteet-Surveying $ 10,000 Shannon and Wilson-Geotechnical $ 10,000 TOTAL SUBCONSULTANT FEES= $ 30,000 TOTAL AUTHORIZED AMOUNT = $ 198,000 12-24-09 Strander Fee ProposalAs Page 8 of 16 EXHIBIT E-2-PROJECT FEE DETERMINATION • 12/24/2009 STAFF HOUR ESTIMATE FOR BergerABAM ABAM Task 400 Activity Project Berger /Dwg. Project Project S"ctural Civil Graphics/ Admin./ ABAM TASK ACTIVITY DESCRIPTION No. Manager Engineer Engineer Engineer CARD Clerical Totals TASK 400-COMPLETE 30%DESIGN FOR THE BNSF UNDERPASS 307 224 118 454 162 40 1,305 TASK 410-PROJECT ADMINISTRATION 136 44 8 8 0 18 214 Project Setup 411 4 0 0 0 0 4 8 Invoicing and Progress Reports 412 16 0 0 0 0 4 20 Subconsultant Coordination 413 16 0 0 0 0 4 20 Project Management and Administration 414 24 0 0 0 0 6 30 Meetings with City 415 32 16 8 8 0 0 64 Quality Assurance and Control 416 44 28 0 0 0 0 72 Stormwater Report 16 8 0 0 0 0 24 30 Percent Plans 16 8 0 0 0 0 24 30 Percent Cost Estimate 12 12 0 0 0 0 24 TASK 420-PRELIMINARY STUDIES AND INVESTIGATIONS 4 4 4 4 0 0 16 Railroad Right-0f-Entries(ROE) 421 4 4 4 4 0 0 16 TASK 430-PRELIMINARY ENGINEERING AND DESIGN 36 48 24 232 16 8 364 Stormwater Report 431 20 32 0 208 0 8 268 Collect information 4 4 0 16 0 0 24 Size Pipes and Structures 4 4 0 32 0 0 40 Design Quantity and Quality Facilities 4 8 0 64 0 0 76 Estimate Costs 4 8 0 32 0 0 44 Prepare Report 4 8 0 64 0 8 84 Construction Phasing and Staging 432 16 16 24 24 16 0 96 TASK 440-OTHER TASKS 62 44 12 26 20 14 178 Determine Additional ROW,Easement,and BNSF ROW Permit Needs 441 6 6 0 12 8 2 34 Coordinate with Environmental Studies and Permitting 442 12 6 4 6 0 0 28 Public involvement 443 20 16 8 8 12 4 68 Gather Information 8 8 0 0 0 0 16 Open house/Information Session(1) 12 8 8 8 12 4 52 Funding Assistance 444 24 16 0 0 0 8 48 Compile information 12 8 0 0 0 4 24 Meeting w!FIMSIB(1) 12 8 0 0 0 4 24 TASK 450-30 PERCENT PLANS AND ESTIMATE 69 84 70 184 126 0 533 30 Percent Plans 451 57 60 38 144 126 0 425 Title Sheet 1 1 2 0 4 2 0 9 Underpass Plan and Profile-Sheet 1 2 2 2 0 8 6 0 18 Underpass Plan and Profile-Sheet 2 3 2 2 0 8 6 0 18 Underpass Plan and Profile-Sheet 3 4 2 2 0 8 6 0 18 Roadway Sections 5 2 4 0 12 8 0 26 Wall Plan,Elevation,and Details-Sheet 1 6 4 4 8 1 6 0 23 Wall Plan,Elevation,and Details-Sheet 2 7 4 4 8 1 6 0 23 Wall Plan,Elevation,and Details-Sheet 3 8 4 4 8 1 6 0 23 Bottom Seal Plan and Elevation 9 4 4 8 1 6 0 23 Fiber Optic Plans,Profiles,and Details-Sheet 1 10 4 4 0 16 12 0 36 Fiber Optic Plans,Profiles,and Details-Sheet 2 11 4 4 0 16 12 0 36 Utility Plans,Profiles,and Details-Sheet 1 12 4 4 0 16 12 0 36 Utility Plans,Profiles,and Details-Sheet 2 13 4 4 0 16 12 0 36 Storm Drainage Details 14 4 4 0 12 8 0 28 Construction Phasing and Staging-Sheet 1 15 4 4 2 8 6 0 24 Construction Phasing and Staging-Sheet 2 16 4 4 2 8 6 0 24 Construction Phasing and Staging-Sheet 3 17 4 4 2 8 6 0 24 30 Percent Estimate 452 12 24 32 40 0 0 108 Page 9 of 16 EXHIBIT E-2: PROJECT FIOETERMINATION . Task 500 Summary BergerABAM 12/24/2009 DIRECT SALARY COSTS (DSC)for BergerABAM Personnel Hours. Rate Cost 1 Project Manager 727 X $64.23 = $ 46,696 2 Project Engineer 444 X $44.96 = $ 19,960 3 Structural Engineer 254 X $36.71 = $ 9,323 4 Civil Engineer 804 X $32.93 = $ 26,478 5 Graphics/CADD 388 X $31.94 = $ 12,394 6 Admin/Clerical 74 X $27.30 = $ 2,020 BergerABAM Hours, TOTAL 2,691 Subtotal Direct Salary Costs(DSC)= $ 116,871 Salary Escalation (SE)25%of work after 4% Increase on 7/1/10= 1.0% = $ 1,169 Subtotal (DSC+ SE)= $ 118,040 Direct Salary Costs Multiplier(DSCM) 2.900 III TOTAL SALARY COSTS (TSC)(DSC X DSCM)= $ 342,317 DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits&Meetings 1,200 miles @ $ 0.55 $ 660 Drawing Reproduction (11 X 17) 800 copies @ $ 0.16 $ 128 Courier&Postage 24 packages @ 25 $ 600 TOTAL REIMBURSABLE EXPENSES (DNSC)= $ 1,388 TOTAL BergerABAM FEE(TSC+ DNSC)= $ 343,705 SUBCONSULTANTS Hanson Professional Services-Railroad Engineering $ 147,194 Perteet-Surveying $ 155,420 Shannon and Wilson-Geotechnical $ 148,175 TOTAL SUBCONSULTANT FEES= $ 450,789 TOTAL AUTHORIZED AMOUNT = $ 795,000 12-24-09 Strander Fee Proposal.xis Page 10 of 16 EXHIBIT E-2-PROJECT FEE DETERMINATI 12/24/2009 STAFF HOUR ESTIMATE FOR BergerABAM ABAM Task 500 Activity Project Berger /Dwg. Project Project Structural Civil Graphics/ Admin./ ABAM TASK ACTIVITY DESCRIPTION No. Manager Engineer Engineer Engineer CADD Clerical Totals TASK 500-COMPLETE 30%DESIGN FOR THE UPRR UNDERPASS 727 444 254 804 388 74 2,691 TASK 510-PROJECT ADMINISTRATION 312 104 16 16 0 38 486 Project Setup 511 4 0 0 0 0 4 8 Invoicing and Progress Reports 512 40 0 0 0 0 10 50 Subconsultant Coordination 513 48 0 0 0 0 12 60 Project Management and Administration 514 48 0 0 0 0 12 60 Meetings with City 515 64 32 16 16 0 0 128 Quality Assurance and Control 516 108 72 0 0 0 0 180 Basemap 2 4 0 0 0 0 6 Geotechnical Report 10 4 0 0 0 0 14 Utility Memorandum 24 24 0 0 0 0 48 Stormwater Report 8 4 0 0 0 0 UPRR Concept Submittal 12 4 0 0 0 0 16 UPRR Structure Type Selection Report 8 4 0 0 0 0 12 UPRR 30%Review Submittal 12 4 0 0 0 0 16 30 Percent Plans 20 12 0 0 0 0 32 30 Percent Cost Estimate 12 12 0 0 0 0 24 TASK 520-PRELIMINARY STUDIES AND INVESTIGATIONS 26 10 4 16 0 0 56 Traffic Studies 521 12 4 0 8 0 0 24 Railroad Right-of-Entries(ROE) 522 0 0 0 4 0 0 4 Survey 523 2 2 0 2 0 0 6 Geotechnical 524 12 4 4 2 0 0 22 TASK 530-PRELIMINARY ENGINEERING AND DESIGN 156 130 128 432 156 22 1,024 Trail Alternatives 531 12 12 24 64 36 0 148 Alternative No.1 4 4 0 16 4 0 28 Alternative No.2 4 4 24 16 24 0 72 Alternative No.3 2 2 0 16 4 0 24 Alternative No.4 2 2 0 16 4 0 24 Secondary Access to Sounder Station 532 32 16 80 0 24 0 152 Driveways 533 4 4 0 24 12 0 44 Traffic Signals 534 2 2 0 4 0 0 8 Utilities 535 80 64 0 212 68 18 442 Fiber Optics 12 12 0 40 12 4 80 Metro 36"Sewer 32 16 0 60 24 4 136 Olympic Petroleum Pipeline 8 8 0 24 8 2 50 Seattle Water 8 8 0 24 8 2 50 PSE Buried Power 4 4 0 16 4 2 30 PSE Overhead Power 4 4 0 16 4 2 30 PSE Buried Gas 12 12 0 32 8 2 66 Stormwater Report 536 10 16 0 104 0 4 134 Collect Information 2 2 0 8 0 0 12 Size Pipes and Structures 2 2 0 16 0 0 20 Design Quantity and Quality Facilities 2 4 0 32 0 0 38 Estimate Costs 2 4 0 16 0 0 22 Prepare Report 2 4 0 32 0 4 42 Construction Staging 537 16 16 24 24 16 0 96 TASK 540-PRELIMINARY UPRR DESIGN,COORDINATION,AND APPROVALS 52 26 18 40 24 0 160 Develop Conceptual UPRR Plans 541 8 6 6 16 12 0 48 Page 11 of 16 EXHIBIT E-2-PROJECT FEE DETERMINATIO . 12/24/2009 STAFF HOUR ESTIMATE FOR BergerABAM ABAM Task 500 Activity Project Berger /Dwg. Project Project Structural Civil Graphics/ Admin.l ABAM TASK ACTIVITY DESCRIPTION No. Manager Engineer Engineer Engineer CADD Clerical Totals UPRR Bridge Type,Size,and Location Report(TS&L) 542 4 4 4 0 0 0 12 Preliminary Shoofly Design 543 12 4 0 8 0 0 24 30%UPRR Review Submittal 544 16 8 8 16 12 0 60 Preliminary Review of C&M Agreement 545 12 4 0 0 0 0 16 TASK 550-OTHER TASKS 62 44 12 26 20 14 178 Determine Additional ROW,Easement,and UPRR ROW Permit Needs 551 6 6 0 12 8 2 34 Coordinate with Environmental Studies and Permitting 552 12 6 4 6 0 0 28 Public involvement 553 20 16 8 8 12 4 68 Gather Information 8 8 0 0 0 0 16 Open house/Information Session(1) 12 8 8 8 12 4 52 Funding Assistance 554 24 16 0 0 0 8 48 Compile information 12 8 0 0 0 4 24 Meeting w/FIMSIB(1) 12 8 0 0 0 4 24 TASK 560-30 PERCENT PLANS AND ESTIMATE 119 130 76 274 188 0 787 30 Percent Plans 561 111 114 52 234 188 0 699 Title Sheet 1 1 2 0 4 2 0 9 Underpass Plan and Profile-Sheet 1 2 2 2 0 8 6 0 18 Underpass Plan and Profile-Sheet 2 3 2 2 0 8 6 0 18 Underpass Plan and Profile-Sheet 3 4 2 2 0 8 6 0 18 Roadway Sections 5 2 4 0 12 8 0 26 Sound Transit Secondary Access Plan and Details-Sheet 1 6 2 2 0 8 6 0 18 Sound Transit Secondary Access Plan and Details-Sheet 2 7 2 2 0 8 6 0 18 Driveway Plans,Profiles,and Details-Sheet 1 8 2 2 0 8 6 0 18 Driveway Plans,Profiles,and Details-Sheet 2 9 2 2 0 8 6 0 18 Intersection and Signal Plan 10 2 2 0 2 0 0 6 Wall Plan,Elevation,and Details-Sheet 1 11 4 4 8 1 6 0 23 Wall Plan,Elevation,and Details-Sheet 2 12 4 4 8 1 6 0 23 Wall Plan,Elevation,and Details-Sheet 3 13 4 4 8 1 6 0 23 Bottom Seal Plan and Elevation 14 4 4 8 1 6 0 23 Utility Plans,Profiles,and Details-Sheet 1 15 4 4 0 12 8 0 28 Utility Plans,Profiles,and Details-Sheet 2 16 4 4 0 12 8 0 28 Utility Plans,Profiles,and Details-Sheet 3 17 4 4 0 12 8 0 28 Utility Plans,Profiles,and Details-Sheet 4 18 4 4 0 12 8 0 28 Utility Plans,Profiles,and Details-Sheet 5 19 4 4 0 12 8 0 28 Storm Drainage Details 20 4 4 0 12 8 0 28 Wetland Mitigation Plan-Sheet 1 21 2 2 0 8 6 0 18 Wetland Mitigation Plan-Sheet 2 22 2 2 0 8 6 0 18 UPRR Bridge Plan,Elevation,Section,and Details-Sheet 1 23 2 2 4 0 0 0 8 UPRR Bridge Plan,Elevation,Section,and Details-Sheet 2 24 2 2 4 0 0 0 8 Trail and Trail Bridge Plan,Elevation,Sections,and Details-Sheet 1 25 2 2 6 6 8 0 24 Trail and Trail Bridge Plan,Elevation,Sections,and Details-Sheet 2 26 2 2 6 6 8 0 24 Shoofly Plans and Profiles-Sheet 1 27 4 4 0 2 0 0 10 Shoofly Plans and Profiles-Sheet 2 28 4 4 0 2 0 0 10 Shoofly Plans and Profiles-Sheet 3 29 4 4 0 2 0 0 10 Shoofly Sections 30 4 4 0 2 0 0 10 Construction Staging-Sheet 1 31 8 8 0 16 12 0 44 Construction Staging-Sheet 2 32 8 8 0 16 12 0 44 Construction Staging-Sheet 3 33 8 8 0 16 12 0 44 30 Percent Estimate 562 8 16 24 40 0 0 88 Page 12 of 16 EXHIBIT E-2: PROJECT FAETERMINATION Task 700 Summary BergerABAM 12/24/2009 DIRECT SALARY COSTS (DSC)for BergerABAM Personnel Hours Rate Cost 1 Project Manager 318 X $64.23 = $ 20,425 2 Project Engineer 452 X $44.96 = $ 20,320 3 Structural Engineer 0 X $36.71 = $ - 4 Civil Engineer 761 X $32.93 = $ 25,062 5 Graphics/CADD 832 X $31.94 = $ 26,576 6 Admin/Clerical 134 X $27.30 = $ 3,659 BergerABAM Hours, TOTAL 2,497 Subtotal Direct Salary Costs(DSC)= $ 96,042 Salary Escalation (SE)25%of work after 4% Increase on 7/1/10= 1.0% = $ 960 Subtotal (DSC+SE)= $ 97,002 Direct Salary Costs Multiplier(DSCM) 2.900 TOTAL SALARY COSTS(TSC)(DSC X DSCM)= $ 281,307 DIRECT NONSALARY COSTS (DNSC) Mileage for Site Visits&Meetings 1,200 miles @ $ 0.55 $ 660 Drawing Reproduction(11 X 17) 800 copies @ $ 0.16 $ 128 Courier&Postage 24 packages @ 25 $ 600 TOTAL REIMBURSABLE EXPENSES(DNSC)= $ 1,388 TOTAL BergerABAM FEE(TSC+ DNSC)= $ 282,695 SUBCONSULTANTS Hanson Professional Services-Railroad Engineering $ 15,000 Perteet-Surveying $ 35,000 Shannon and Wilson-Geotechnical $ 20,000 TOTAL SUBCONSULTANT FEES= $ 70,000 TOTAL AUTHORIZED AMOUNT = $ 353,000 Amounts shown above for subconsultants have been estimated by BergerABAM. These fee amounts will be confimred following receipt of written NTP from the City for this primary task. Additional amounts, if any, will be authorized from the management reserve or in an additional supplement. 12-24-09 Strander Fee Proposal.xls Page 13 of 16 EXHIBIT E-2-PROJECT FEE DETERMINATIO • 12/24/2009 STAFF HOUR ESTIMATE FOR BergerABAM ABAM Task 700 Activity Project Berger /Dwg. Project Project Structural Civil Graphics/ AdminJ ABAM TASK ACTIVITY DESCRIPTION No. Manager Engineer Engineer Engineer CARD Clerical Totals TASK 700-ASSESS THE FEASIBILITY AND COSTS ASSOCIATED WITH AT-GRADE CONNECTIONS TO THE SOUNDER STATION 318 452 0 761 832 134 2,497 TASK 710-PROJECT ADMINISTRATION TIOrI 162 74 0 16 0 96 348 Project Setup 711 8 0 0 0 0 8 16 Invoicing and Progress Reports 712 12 0 0 0 0 12 24 Subconsultant Coordination 713 8 0 0 0 0 12 20 Project Management and Administration 714 48 0 0 0 0 48 96 Meetings with City 715 24 24 0 12 0 4 64 Quality Assurance and Control 716 62 50 0 4 0 12 128 Basemap 0 4 0 4 0 0 8 Geotechnical Design Memorandum 10 6 0 0 0 0 16 DRAFT Design Memorandum 12 8 0 0 0 4 24 FINAL Design Memorandum 8 4 0 0 0 4 16 Preliminary Project Cost Estimate 8 4 0 0 0 0 12 Preliminary Design Drawings 24 24 0 0 0 4 52 TASK 720-PRELIMINARY STUDIES AND INVESTIGATIONS 720w 8 10 0 14 14 0 46 Railroad Right-of-Entries(ROE) 721 6 6 0 6 6 0 24 Survey 722 2 4 0 8 8 0 22 TASK 730-PRELIMINARY PLANS,PROFILES,AND SECTIONS OW 3 106 228 0 408 416 34 1,192 Design Parameters 731 2 6 0 8 0 0 16 Determine Horizontal and Vertical Alignment 732 8 12 0 24 56 0 100 Alternative A 2 2 0 4 12 0 20 Alternative B 2 2 0 4 12 0 20 Alternative C 2 4 0 8 16 0 30 Alternative D 2 4 0 8 16 0 30 Coordinate Access through BNSF R/W with BNSF 733 4 8 0 4 4 4 24 Develop Geotechnical Design Memorandum 734 12 8 0 0 0 4 24 Develop Alternative Drainage and Water Quality Prelim Designs 735 16 48 0 160 96 0 320 Alternative A 4 8 0 32 16 0 60 Alternative B 4 8 0 40 24 0 76 Alternative C 4 16 0 40 24 0 84 Alternative D 4 16 0 48 32 0 100 Develop Alternative Maint and Protection of Utility Prelim Designs 736 8 32 0 40 40 0 120 Alternative A 2 8 0 8 8 0 26 Alternative B 2 8 0 12 12 0 34 Alternative C 2 8 0 8 8 0 26 Alternative D 2 8 0 12 12 0 34 Roadway Sections 737 8 16 0 20 40 0 84 Alternative A 2 4 0 4 8 0 18 Alternative B 2 4 0 6 12 0 24 Alternative C 2 4 0 4 8 0 18 Alternative D 2 4 0 6 12 0 24 Prepare Preliminary Drawings for At-Grade Alternatives 738 8 16 0 56 72 0 152 Alternative A 2 4 0 12 16 0 34 Alternative B 2 4 0 16 20 0 42 Alternative C 2 4 0 12 16 0 34 Alternative D 2 4 0 16 20 0 42 Prepare Project Cost Estimates for At-Grade Alternatives 739 8 20 0 60 84 0 172 Alternative A 2 4 0 12 16 0 34 Alternative B 2 4 0 16 20 0 42 Alternative C 2 6 0 16 24 0 48 Alternative D 2 6 0 16 24 0 48 Page 14 of 16 EXHIBIT E-2-PROJECT FEE DETERMINATIIO • 12/24/2009 STAFF HOUR ESTIMATE FOR BergerABAM ABAM Task 700 Activity Project Berger /Dwg. Project Project Structural Civil Graphics/ AdminJ ABAM TASK ACTIVITY DESCRIPTION No. Manager Engineer Engineer Engineer CADD Clerical Totals Prepare Draft and Final Design Memo for At-Grade Alternatives 740 20 40 0 16 8 24 108 Prepare DRAFT Memorandum 12 24 0 8 4 16 64 Prepare FINAL Memorandum 8 16 0 8 4 8 44 City of Renton Comment/Approval 741 12 22 0 20 16 2 72 Attend Review Meeting 6 6 0 0 0 0 12 Address Review Comments 4 12 0 16 16 0 48 Submit Revisions for Approval 2 4 0 4 0 2 12 TASK 750-DEVELOP PREFERRED ALTERNATIVE TO 35%DESIGN 750 s 42 140 0 323 402 4 911 Prepare Drainage Report 751 4 12 0 40 12 4 72 Prepare R/W Plans and Legal Descriptions 752 8 37 0 54 84 0 183 Cover Sheet 1 0 1 0 2 4 0 7 Legend&Abbreviations 2 0 4 0 4 8 0 16 Right of Way Plan-Sheet 1 3 1 4 0 6 12 0 23 Right of Way Plan-Sheet 2 4 1 4 0 6 12 0 23 Right of Way Plan-Sheet 3 5 1 4 0 6 12 0 23 Right of Way Plan-Sheet 4 6 1 4 0 6 12 0 23 Right of Way Plan-Sheet 5 7 1 4 0 6 12 0 23 Right of Way Plan-Sheet 6 8 1 4 0 6 12 0 23 Prepare Legal Descriptions 2 8 0 12 0 0 22 Utility Coordination and Design 753 4 16 0 40 32 0 92 Prepare 35%Design Plans (assumed Alternative C) 754 26 75 0 189 274 0 564 Cover Sheet With-Vicinity Map 1 0 1 0 2 4 0 7 General Notes 2 1 4 0 8 4 0 17 Drawing Index 3 0 1 0 2 4 0 7 Legend&Abbreviations 4 0 4 0 4 8 0 16 Key Plan Layout 5 0 1 0 4 8 0 13 Roadway Alignment Plan 6 1 2 0 4 8 0 15 TESC Notes 7 0 0 0 0 0 0 0 TESC Plan-Sheet 1 8 0 0 0 0 0 0 0 TESC Plan-Sheet 2 9 0 0 0 0 0 0 0 TESC Plan-Sheet 3 10 0 0 0 0 0 0 0 TESC Plan-Sheet 4 11 0 0 0 0 0 0 0 TESC Plan-Sheet 5 12 0 0 0 0 0 0 0 TESC Plan-Sheet 6 13 0 0 0 0 0 0 0 Site Prep&Demolition Plan-Sheet 1 14 1 4 0 8 8 0 21 Site Prep&Demolition Plan-Sheet 2 15 1 4 0 8 8 0 21 Site Prep&Demolition Plan-Sheet 3 16 1 4 0 8 8 0 21 Site Prep&Demolition Plan-Sheet 4 17 1 4 0 8 8 0 21 Site Prep&Demolition Plan-Sheet 5 18 1 4 0 8 8 0 21 Site Prep&Demolition Plan-Sheet 6 19 1 4 0 8 8 0 21 Roadway Sections-Sheet 1 20 1 2 0 4 8 0 15 Roadway Sections-Sheet 2 21 1 2 0 4 8 0 15 Roadway Plan&Profile-Sheet 1 22 1 2 0 8 12 0 23 Roadway Plan&Profile-Sheet 2 23 1 2 0 8 12 0 23 Roadway Plan&Profile-Sheet 3 24 1 2 0 8 12 0 23 Roadway Plan&Profile-Sheet 4 25 1 2 0 8 12 0 23 Roadway Plan&Profile-Sheet 5 26 1 2 0 8 12 0 23 Roadway Plan&Profile-Sheet 6 27 1 2 0 8 12 0 23 Roadway Details-Sheet 1 28 0 0 0 0 0 0 0 Roadway Details-Sheet 2 29 0 0 0 0 0 0 0 Drainage and Pump Station Details-Sheet 1 30 0 0 0 0 0 0 0 Drainage Details-Sheet 2 31 0 0 0 0 0 0 0 Street Utility Plan&Profile-Sheet 1 32 1 2 0 8 12 0 23 Street Utility Plan&Profile-Sheet 2 33 1 2 0 8 12 0 23 Street Utility Plan&Profile-Sheet 3 34 1 2 0 8 12 0 23 Street Utility Plan&Profile-Sheet 4 35 1 2 0 8 12 0 23 Street Utility Plan&Profile-Sheet 5 36 1 2 0 8 12 0 23 Street Utility Plan&Profile-Sheet 6 37 1 2 0 8 12 0 23 Street Utility Details-Sheet 1 38 0 0 0 0 0 0 0 Street Utility Details-Sheet 2 39 0 0 0 0 0 0 0 Intersection Plan-SW 27th St 40 0 2 0 4 8 0 14 Intersection Plan-Strander 41 0 2 0 4 8 0 14 Intersection Plan-SW 21 st St 42 0 2 0 4 8 0 14 Paving Plan-Sheet 1 43 4 4 0 1 6 0 15 Paving Plan-Sheet 2 44 0 0 0 0 0 0 0 Paving Plan-Sheet 3 45 0 0 0 0 0 0 0 Paving Plan-Sheet 4 46 0 0 0 0 0 0 0 Paving Plan-Sheet 5 47 0 0 0 0 0 0 0 Paving Plan-Sheet 6 48 0 0 0 0 0 0 0 Page 15 of 16 EXHIBIT E-2-PROJECT FEE DETERMINATI. • 12/2412009 STAFF HOUR ESTIMATE FOR BergerABAM ABAM Task 700 Activity Project Berger IDwg. Project Project Structural Civil Graphics/ AdminJ ABAM TASK ACTIVITY DESCRIPTION No. Manager Engineer Engineer Engineer CARD Clerical Totals Illumination Plan-Sheet 1 49 0 0 0 0 0 0 0 Illumination Plan-Sheet 2 50 0 0 0 0 0 0 0 Illumination Plan-Sheet 3 51 0 0 0 0 0 0 0 Illumination Plan-Sheet 4 52 0 0 0 0 0 0 0 Illumination Plan-Sheet 5 53 0 0 0 0 0 0 0 Illumination Plan-Sheet 6 54 0 0 0 0 0 0 0 Channelization&-Signing Plan-Sheet 1 55 0 0 0 0 0 0 0 Channelization&-Signing Plan-Sheet 2 56 0 0 0 0 0 0 0 Channelization&-Signing Plan-Sheet 3 57 0 0 0 0 0 0 0 Channelization&-Signing Plan-Sheet 4 58 0 0 0 0 0 0 0 Channelization&-Signing Plan-Sheet 5 59 0 0 0 0 0 0 0 Channelization&-Signing Plan-Sheet 6 60 0 0 0 0 0 0 0 Page 16 of 16 • i Exhibit G-2 Subconsultant Fee Determination - Summary Sheet (Specific Rates of Pay) Fee Schedule Subconsultant Hourly Overhead Profit Rate Discipline or Job Title Rate @ % @ % Per Hour SEE D-3 FOR HOURLY RATES DOT 140-089 EF Exhibit E-2 8/07 EXHIBIT G-2: PROJECT F TERMINATION Task 100 .Summary Hanson • 9/25/2009 DIRECT SALARY COSTS(QSC) Personnel Hours Rate Cost 1 Principal 17 X $74.87 = $ 1,273 2 E VII 74 X $46.40 = $ 3,434 3 E V 23 X $41.37 = $ 952 4 E III 15 X $25.34 = $ 380 5 Tech. 24 X $25.37 = $ 609 6 Admin. 13 X $22.00 = $ 286 Hanson Hours,TOTAL 166 Subtotal Direct Salary Costs(DSC)_ $ 6,933 Salary Escalation (SE)0% of work after 4% Increase on 1/1/10=0.0% _ $ - Subtotal(DSC+SE)_ $ 6,933 Direct Salary Costs Multiplier(DSCM) 3.022 TOTAL SALARY COSTS (TSC)(DSC X DSCM)_ $ 20,951 DIRECT NONSALARY COSTS DNSC Mileage for Site Visits&Meetings 200 miles @ $ 0.550 $ 110 Travel for Meetings 1 ea @ $ 885.00 $ 885 Railroad ROE application fees 2 ea @ $ 1,500.00 $ 3,000 Vehicle days 2 ea @ $ 45.00 $ 90 CADD 50 hr @ $ 15.00 $ 750 Printing 1 Is @ $ 50.00 $ 50 Courier& Postage 1 packages @ 35 $ 35 TOTAL REIMBURSABLE EXPENSES(DNSC)= $ 4,920 TOTAL FEE (TSC+DNSC)= $ 25,871 9-25-09 Hanson Fee Proposal.xls Page 1 of 8 EXHIBIT G-2-PROJECT FEE DETERMIN 9/25/2009 STAFF HOUR ESTIMATE FOR HANSON • Hanson Task 100 Activity /Dwg. Hanson TASK ACTIVITY DESCRIPTION No. Principal E VII E V E III Tech. Admin. Totals TASK 100-DEFINE FINAL PROJECT CONFIGURATION FOR APPROVAL 17 74 23 15 24 13 166 TASK 110-PROJECT ADMINISTRATION 17 64 7 13 12 13 126 Project Setup 111 6 10 0 0 0 6 22 Agreement Review 6 6 0 0 0 0 12 Establish Project File Structure 0 4 0 0 0 6 10 Invoicing and Progress Reports 112 0 3 0 0 2 2 7 Subconsultant Coordination 113 0 0 0 0 0 0 Project Management and Administration 114 1 15 5 1 2 4 28 Task Management 1 12 3 0 0 2 18 Coordination with Other Tasks 0 3 2 1 2 2 10 Meetings with City 115 8 32 0 8 8 1 57 Quality Assurance and Control 116 2 4 2 4 0 0 12 Project Configuration Plans for Approval 2 4 2 4 0 0 12 TASK 120-PRELIMINARY STUDIES AND INVESTIGATIONS 0 6 0 0 8 0 14 Railroad Right-of-Entries(ROE) 121 0 6 0 0 8 0 14 Survey 122 0 0 0 0 0 0 TASK 130-PRELIMINARY PLANS,PROFILES,AND SECTIONS 0 4 16 2 4 0 26 Design Parameters 131 0 4 16 2 4 0 26 Determine Horizontal and Vertical Alignment 132 0 0 0 0 0 0 - Roadway Sections 133 0 0 0 0 0 0 Prepare Project Configuration Plans for Approval 134 0 0 0 0 0 0 City of Renton Approval 135 0 0 0 0 0 0 Page 2 of 8 EXHIBIT G-2: PROJECT FFf ETERMINATION Task 200 Summary Hanson is 9/25/2009 DIRECT SALARY COSTS(DSC) Personnel Hours Rate Cost 1 Principal 89 X $74.87 = $ 6,663 2 E VII 246 X $46.40 = $ 11,414 3 E V 326 X $41.37 = $ 13,487 4 E III 189 X $25.34 = $ 4,789 5 Tech. 233 X $25.37 $ 5,911 6 Admin. 34 X $22.00 = $ 748 Hanson Hours,TOTAL 1,117 Subtotal Direct Salary Costs(DSC) _ $ 43,013 Salary Escalation (SE) 100%of work after 4% Increase on 111/10=4.0% $ 1,721 Subtotal (DSC+ SE)_ $ 44,733 Direct Salary Costs Multiplier(DSCM): 3.022 TOTAL SALARY COSTS(TSC)(DSC X DSCM)_ $ 135,184 DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits& Meetings 800 miles @ $ 0.550 $ 440 Travel for Meetings 2 ea @ $ 885.00 $ 1,770 Railroad ROE application fees 0 ea @ $1,500.00 $ - Vehicle days 6 ea @ $ 45.00 $ 270 CADD 250 hr @ $ 15.00 $ 3,750 Printing 1 Is @ $ 300.00 $ 300 Courier& Postage 8 packages @ 35 $ 280 TOTAL REIMBURSABLE EXPENSES(DNSC)= $ 6,810 TOTAL FEE (TSC+DNSC)= $ 141,994 9-25-09 Hanson Fee Proposal.xis Page 3 of 8 EXHIBIT G-2-PROJECT FEE DETERMIN"N 9/25/2009 STAFF HOUR ESTIMATE FOR HANSON Hanson Task 200 Activity /Dwg. Hanson TASK ACTIVITY DESCRIPTION No. Principal E VII E V E fit Tech. Admin. Totals TASK 200-DEFINE BNSF BRIDGE CONFIGURATION FOR FINAL DESIGN AND CONSTRUCTION BY BNSF 89 246 326 189 233 34 1,117 TASK 210-PROJECT ADMINISTRATION 26 92 24 34 32 24 232 Project Setup 211 0 4 0 0 0 6 10 Invoicing and Progress Reports 212 0 12 0 0 8 8 2B Subconsultant Coordination 213 0 0 0 0 0 0 Project Management and Administration 214 2 30 10 2 4 8 56 Task Management 2 24 6 0 0 4 36 Coordination with Other Tasks 0 6 4 2 4 4 20 Meetings with City 215 16 32 0 16 16 2 82 Quality Assurance and Control 216 8 14 14 16 4 0 56 Basemap. 0 0 0 2 0 0 2 Geotechnical Report 0 2 2 2 0 0 6 "Boat Section"Memorandum 0 2 2 2 2 0 8 BNSF Concept Submittal 0 2 2 2 0 0 6 BNSF Structure Type Selection Report 0 2 2 2 2 0 8 BNSF 30%Review Submittal 0 2 2 2 0 0 6 30 Percent Plans 6 2 2 2 0 0 12 30 Percent Cost Estimate 2 2 2 2 0 0 8 TASK 220-PRELIMINARY STUDIES AND INVESTIGATIONS 0 1 0 0 1 0 2 Railroad Right-of-Entries(ROE) 221 0 1 0 0 1 0 2 Survey 222 0 0 0 0 0 0 Geotechnical 223 0 0 0 0 0 0 TASK 230-PRELIMINARY ENGINEERING AND DESIGN 12 34 54 24 22 0 146 Underpass Wall/BNSF Bridge Foundations Alternatives 231 0 2 12 0 4 0 18 Bottom Seal Alternatives 232 0 2 2 0 0 0 4 Utilities 233 0 0 12 14 2 0 28 Fiber Optics 0 0 2 4 2 0 8 Metro 36"Sewer 0 0 2 2 0 0 4 Olympic Petroleum Pipeline 0 0 2 2 0 0 4 Seattle Water 0 0 2 2 0 0 4 PSE Buried Power 0 0 2 2 0 0 4 PSE Overhead Power 0 0 2 2 0 0 4 Construction Staging _ 234 12 30 28 10 16 0 96 Develop Staging Options at Bridges 6 8 20 2 8 0 44 Preliminary Shoring Considerations 0 2 4 8 4 0 18 Coordination with BNSF 6 20 4 0 4 0 34 TASK 240-PRELIMINARY BNSF DESIGN,COORDINATION,AND APPROVALS 37 87 203 114 94 10 545 Develop Conceptual BNSF Plans 241 8 25 41 6 8 2 90 Meeting w/BNSF 4 16 16 0 0 2 38 Develop Preliminary Alignmerit 4 9 24 2 4 0 43 Develop Preliminary Structure Deplhs/Typ.Sections 0 0 1 4 4 0 9 BNSF Bridge Type,Size,and Location Report(TS&L) 242 3 24 48 100 66 2 243 Preliminary Bridge Design 2 8 12 40 0 0 62 Preliminary Bridge Drawings 0 8 12 4 60 0 84 Opinion of Probable Construction Cost 0 4 0 24 0 0 28 Structure Type Selection Report 1 2 20 8 2 2 35 30%Design of the Preferred BNSF Bridge Alternative 0 2 4 24 4 0 34 Preliminary Shoofly Design 243 16 14 74 2 2 0 108 Develop Constraints/Criteria at Bridges 0 2 2 2 2 0 8 Preliminary BNSF Shoofly Design 8 8 32 0 0 0 48 30%Design of the Preferred BNSF Alignmentl 4 4 32 0 0 0 40 Page 4 of 8 EXHIBIT G-2-PROJECT FEE DETERMIIN 9/25/2009 STAFF HOUR ESTIMATE FOR HANSO Hanson Task 200 Activity /Dwg. Hanson TASK ACTIVITY DESCRIPTION No. Principal E VII E V E III Tech. Admin. Totals Opinion of Probable BNSF Construction Cost 4 0 8 0 0 0 12 30%BNSF Review Submittal 244 10 24 40 6 18 6 104 30%Railroad Review Submittal Document Prep. 2 8 2 4 4 20 Review Meeting 8 16 16 2 42 Response to 30%Reviews 2 4 8 2 16 Revisions to Documents to Incorporate Review Comments 2 8 4 12 26 Preliminary Review of C&M Agreement 245 0 0 0 0 0 0 - TASK 250-OTHER TASKS 0 17 10 2 20 0 49 Determine Additional ROW,Easement,and BNSF ROW Permit Needs 251 0 9 2 2 16 0 29 Coordinate with Environmental Studies and Permitting 252 0 8 8 0 4 0 20 TASK 260.30 PERCENT PLANS AND ESTIMATE 14 15 35 15 64 0 143 30 Percent Plans 261 8 13 27 7 64 0 119 BNSF Bridge Plan,Elevation,Section,and Details-Sheet 1 11 1 2 2 2 12 0 19 BNSF Bridge Plan,Elevation,Section,and Details-Sheet 2 12 1 2 2 2 12 0 19 Shoofly Plans and Profiles-Sheet 1 13 1 2 8 0 4 0 15 Shoofly Plans and Profiles-Sheet 2 14 1 2 8 0 4 0 15 Shoofly Sections 15 1 2 4 0 8 0 15 Construction Staging-Sheet 1 16 1 1 1 1 8 0 12 Construction Staging-Sheet 2 17 1 1 1 1 8 0 12 Construction Staging-Sheet 3 18 1 1 1 1 8 0 12 30 Percent Estimate 262 6 2 8 8 0 0 24 BNSF Bridge 1 1 2 8 0 0 12 BNSF Shoofly 4 0 4 0 0 0 8 Estimate of Phase 300 Bridge Engineering 1 1 2 0 0 0 4 Page 5 of 8 EXHIBIT G-2: PROJECT FE I TERMINATION Task 500 Summary Hanson 9/25/2009 DIRECT SALARY COSTS(QSC) Personnel Hours Rate Cost 1 Principal 89 X $74.87 = $ 6,663 2 E VII 246 X $46.40 = $ 11,414 3 E V 326 X $41.37 = $ 13,487 4 E III 189 X $25.34 = $ 4,789 5 Tech. 233 X $25.37 = $ 5,911 6 Admin. 34 X $22.00 = $ 748 Hanson Hours,TOTAL 1,117 Subtotal Direct Salary Costs(DSC)= $ 43,013 Salary Escalation(SE)100%of work after 4% Increase on 1/1/10=4.0%= $ 1,721 + 100%of work after 4% Increase on 1/1/11 =4.0%= $ 1,721 Subtotal(DSC+ SE)= $ 46,454 Direct Salary Costs Multiplier(DSCM) 3.022 TOTAL SALARY COSTS(TSC)(DSC X DSCM)= $ 140,3B4 DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits&Meetings 800 miles @ $ 0.550 $ 440 Travel for Meetings 2 ea @ $ 885.00 $ 1,770 Railroad ROE application fees 0 ea @ $ 1,500.00 $ - Vehicle days 6 ea @ $ 45.00 $ 270 CADD 250 hr @ $ 15.00 $ 3,750 Printing 1 Is @ $ 300.00 $ 300 Courier&Postage 8 packages @ 35 $ 280 TOTAL REIMBURSABLE EXPENSES(DNSC)= $ 6,810 TOTAL FEE (TSC+ DNSC)= $ 147,194 9-25-09 Hanson Fee Proposal.xls Page 6 of 8 EXHIBIT G-2-PROJECT FEE DETERM�N 9/25/2009 STAFF HOUR ESTIMATE FOR HANSO Hanson Task 500 Activity /Dwg. Hanson TASK ACTIVITY DESCRIPTION No. Principal E VII E V E III Tech. Admin. Totals TASK 500-DEFINE BNSF BRIDGE CONFIGURATION FOR FINAL DESIGN AND CONSTRUCTION BY BNSF 89 254 320 189 235 36 1,123 TASK 510-PROJECT ADMINISTRATION 26 103 26 34 34 26 249 Project Setup 511 0 4 0 0 0 6 10 Invoicing and Progress Reports 512 0 15 0 0 10 10 35 Subconsultant Coordination 513 0 0 0 0 0 0 Project Management and Administration 514 2 38 12 2 4 8 66 Task Management 2 30 8 0 0 4 44 7 0 8 4 2 4 4 22 Meetings with City 515 16 32 0 16 16 2 82 Quality Assurance and Control 516 8 14 14 16 4 0 56 Basemap 0 0 0 2 0 0 2 Geotechnical Report 0 2 2 2 0 0 6 'Boat Section'Memorandum 0 2 2 2 2 0 8 BNSF Concept Submittal 0 2 2 2 0 0 6 BNSF Structure Type Selection Report 0 2 2 2 2 0 8 BNSF 30%Review Submittal 0 2 2 2 0 0 6 30 Percent Plans 6 2 2 2 0 0 12 30 Percent Cost Estimate 2 2 2 2 0 0 8 TASK 520-PRELIMINARY STUDIES AND INVESTIGATIONS 0 1 0 0 1 0 2 Railroad Right-of-Entries(ROE) 521 0 1 0 0 1 0 2 Survey 522 0 0 0 0 0 0 Geotechnical 523 0 0 0 0 0 0 TASK 530-PRELIMINARY ENGINEERING AND DESIGN 12 30 40 24 18 0 124 Trail Alternatives 531 0 0 0 0 0 0 Secondary Access to Sounder Station 532 0 0 0 0 0 0 Driveways 533 0 0 0 0 0 0 Traffic Signals 534 0 0 0 0 0 0 Utilities 535 0 0 12 14 2 0 28 Fiber Optics 0 0 2 4 2 0 8 Metro 36"Sewer 0 0 2 2 0 0 4 Olympic Petroleum Pipeline 0 0 2 2 0 0 4 Seattle Water 0 0 2 2 0 0 4 PSE Buried Power 0 0 2 2 0 0 4 PSE Overhead Power 0 0 2 2 0 0 4 Stormwater Report 536 0 0 0 0 0 0 - Construction Staging 537 12 30 28 10 16 0 96 Develop Staging Options at Bridges 6 8 20 2 8 0 44 Preliminary Shoring Considerations 0 2 4 8 4 0 18 Coordination with UPRR 6 20 4 0 4 0 34 TASK 540-PRELIMINARY BNSF DESIGN,COORDINATION,AND APPROVALS 37 87 203 114 94 10 545 Develop Conceptual UPRR Plans 541 8 25 41 6 8 2 90 Meeting w/UPRR 4 16 16 0 0 2 38 Develop Preliminary Alignment 4 9 24 2 4 0 43 Develop Preliminary Structure Depths/Typ.Sections 0 0 1 4 4 0 9 UPRR Bridge Type,Size,and Location Report(TS&L) 542 3 24 48 100 66 2 243 Preliminary Bridge Design 2 8 12 40 0 0 62 Preliminary Bridge Drawings 0 8 12 4 60 0 84 Opinion of Probable Construction Cost 0 4 0 24 0 0 28 Structure Type Selection Reportl 1 2 20 8 2 2 35 Page 7 of 8 EXHIBIT G-2-PROJECT FEE DETERMI N 9/25/2009 STAFF HOUR ESTIMATE FOR HANSON* Hanson Task 500 Activity - /Dwg. Hanson TASK ACTIVITY DESCRIPTION No. Principal E vll E V E III Tech. Admin. Totals 30%Design of the Preferred UPRR Bridge Alternative 0 2 4 24 4 0 34 Preliminary Shoofly Design 543 16 14 74 2 2 0 108 Develop Constraints/Criteria at Bridges 0 2 2 2 2 0 8 Preliminary UPRR Shoofly Design 8 8 32 0 0 0 48 30%Design of the Preferred UPRR Alignment 4 4 32 0 0 0 40 Opinion of Probable UPRR Construction Cost 4 0 8 0 0 0 12 30%UPRR Review Submittal 544 10 24 40 6 18 6 104 30%Railroad Review Submittal Document Prep. 2 8 2 4 4 20 Review Meeting 8 16 16 2 42 Response to 30%Reviews 2 4 8 2 16 Revisions to Documents to Incorporate Review Comments 2 8 4 12 26 Preliminary Review of C&M Agreement 545 0 0 0 0 0 0 TASK 550-OTHER TASKS 0 17 10 2 20 0 49 Determine Additional ROW,Easement,and UPRR ROW Permit Needs 551 0 9 2 2 16 0 29 Coordinate with Environmental Studies and Permitting 552 0 8 8 0 4 0 20 Public involvement 553 0 0 0 0 0 0 Funding Assistance 554 0 0 0 0 0 0 TASK 560-30 PERCENT PLANS AND ESTIMATE 14 16 41 15 68 0 154 30 Percent Plans 561 9 15 35 7 68 0 134 UPRR Bridge Plan,Elevation,Section,and Details-Sheet 1 23 1 2 2 2 12 0 19 UPRR Bridge Plan,Elevation,Section,and Details-Sheet 2 24 1 2 2 2 12 0 19 Shoofly Plans and Profiles-Sheet 1 27 1 2 8 0 4 0 15 Shoofly Plans and Profiles-Sheet 2 28 1 2 8 0 4 0 15 Shoofly Plans and Profiles-Sheet 3 29 1 2 8 0 4 0 15 Shoofly Sections 30 1 2 4 0 8 0 15 Construction Staging-Sheet 1 31 1 1 1 1 8 0 12 Construction Staging-Sheet 2 32 1 1 1 1 8 0 12 Construction Staging-Sheet 3 33 1 1 1 1 8 0 12 30 Percent Estimate 562 5 1 6 8 0 0 20 UPRR Bridge 1 1 2 8 0 0 12 UPRR Shoofly 4 0 4 0 0 0 8 Page 8 of 8 EXHIBIT G-2: PROJECT F*ETERMINATION Task 100 Summary Perteet 9/2512009 DIRECT SALARY COSTS (DSC) Personnel Hours Rate Cost 1 Lead Planner 0 X $41.02 = $ - 2 Senior Planner 0 X $53.00 = $ - 3 Lead Technician 0 X $34.50 = $ - 4 Planner 1 0 X $22.52 = $ - 5 Planner II 0 X $31.20 = $ - 6 Senior Engineer(Design) 8 X $52.76 = $ 422 7 Engineer II (Design) 0 X $31.42 = $ - 8 Lead Tech(Design) 0 X $34.00 = $ - X 9 Principal Surveyor 4 $61.78 —— $ 247 10 Sr. PLS/PM 10 X $45.67 = $ 457 12 Project Surveyor 36 X $33.00 = $ 1,188 13 CAD (Survey) 38 X $31.00 = $ 1,178 14 Survey Tech IV 28 X $30.35 = $ 850 15 Survey Tech III 28 X $26.00 = $ 728 16 Survey Tech II 2 X $20.00 = $ 40 17 Clerical 0 X $26.00 = $ - Perteet Hours,TOTAL 154 Subtotal Direct Salary Costs(DSC) = $ 5,110 Salary Escalation(SE)0%of work after 4% Increase on 6/1/10=0.0% = $ - Subtotal(DSC+SE)= $ .5,110 Direct Salary Costs Multiplier(DSCM) 3.025 TOTAL SALARY COSTS (TSC)(DSC X DSCM) = $ 15,457 DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits&Meetings 500 miles @ $ 0.550 $ 275 Courier& Postage 6 packages @ 20 $ 120 GPS Recievers 1 day @ 300 $ 300 Robotic EDM 2 days @ 100 $ 200 Digital Level 1 day @ 50 $ 50 TOTAL REIMBURSABLE EXPENSES(DNSC) = $ 945 TOTAL FEE (TSC +DNSC) = $ 167402 9-25-09 Perteet Fee Proposal.xls Page 1 of 7 N V < m O -e tD N'C NN tDOOtGNtD 1 �y r y O ; 00 a�- 0 0 N v 0 0 0 0 0 0 0 00 0 0 0000000000 0 0 0 0 0 0 t S 0 �„ `e � U � d N � N O O O O O O 00 N O N O O O O O O O O N O O O O O O a W O O O O O O =0 N OD N N o O o o o 0 0 o o O O O O O O p` N r 5 0 N N N 0 0 to 0 0 0 0 0 0 O O O O O O N r r pr� 5 O O O O O O O O O w o o 0 0 o N O N N O O O O O O r Q U tD O O O O O O 0 0 M N c'0 0 to O t0 to O N O O O O O O M r �z O m O O O N '7 N N N O N O N O O O O O O O O O O O O O m r sF a O O O N O N N O O =000000000 O O O O O O 0 0 0 0 0 0 0 00 0 ° 0000000000 0 0 0 0 0 0 IL 0 0$ O O O 0 O O O O o O O 0000000000 -° O O 0 O 0 g� �o 0000000000 0 0 o O o 0 v`wo 0 0 0 0 0 0 0 00 0 0 0000000000 0 0 0 0 0 ° O 0 0 0 O O O 0 0 o O 0 0 0 0 0 0'0 0 0 0 o O O 0 O 0 F s` y o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -+F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H a 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8 �9 j,3 p N M R to m N N en m m M Q� C m 50 r C p o ] m m 2 p a F o _ > U) N OLL C 2.tpac O Q Z C F;.N N� ry l0 H LL p o U ZO Q U cwE6yis N C7 m �c m� ❑ H ro va._m m Z O ¢ N m °'w E ¢ > Z o w v > c o O a 0 > LL 0 w E n _ a Z N y O Z c ❑ a E Q o Z O 0 �w w 0 _ _ ,rn m w ° r m U, n a m i N W w ~ -wj H C ❑ Z U 0_ °a > ❑ N p 7 W Q C it z o E O J a o w O v¢ a w° o ¢ 0 } y LL w r a ❑ ¢ , c ° LQ a Z F a 'or z z ° m o > m c W F LL W C m -� w w m o ro w m c m o n O Z -, o ° E v J J m o c v n a'U) LL O a V y U C w O w m N o Q u a w w C a v `c rn = m ¢ � � E .o N ❑J a c E c '•' m a rn a m = to •� o C7 0 °o j ° rn Q y m Q r 'o m a c F C C IM r > m LL Y v m v v avi C V, Y O Y o+ y L a O _ ¢ U)a N O •O ^O ? N to 0 m .@ = w U) F C F a to a Q r z to ~D o C a` v EXHIBIT G-2: PROJECT FEE D&MINATION is Task 200 Summary Perteet 9/25/2009 DIRECT SALARY COSTS(DSC) Personnel Hours Rate Cost 1 Lead Planner 0 X $41.02 = $ - 2 Senior Planner 0 X $53.00 = $ - 3 Lead Technician 0 X $34.50 = $ - 4 Planner 1 0 X $22.52 = $ - 5 Planner II 0 X $31.20 = $ - 6 Senior Engineer(Design) 20 X $52.76 = $ 1,055 7 Engineer II (Design) 0 X $31.42 = $ - 8 Lead Tech(Design) 0 X $34.00 = $ - 9 Principal Surveyor 12 X $61.78 = $ 741 10 Sr. PLS/PM 20 X $45.67 = $ 913 12 Project Surveyor 72 X ' $33.00 = $ 2,376 13 CAD(Survey) 74 X $31.00 = $ 2,294 14 Survey Tech IV 58 X $30.35 = $ 1,760 15 Survey Tech 111 58 X $26.00 = $ 1,508 16 Survey Tech 11 2 X $20.00 = $ 40 17 Clerical 0 X $26.00 = $ - Perteet Hours,TOTAL 316 Subtotal Direct Salary Costs(DSC)= $ 10,688 Salary Escalation(SE)37.5%of work after 4% Increase on 6/1/10=1.5% = $ 160 Subtotal (DSC+SE)= $ 10,849 Direct Salary Costs Multiplier(DSCM) 3.025 TOTAL SALARY COSTS (TSC)(DSC X DSCM)= $ 32,817 DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits& Meetings 800 miles @ $ 0.550 $ 440 Courier&Postage 10 packages @ 20 $ 200 GPS Recievers 1 day @ 300 $ 300 Robotic EDM 7 days @ 100 $ 700 Digital Level 1 day @ 50 $ 50 APS locate $ 10,000 TOTAL REIMBURSABLE EXPENSES(DNSC)= $ 11,690 TOTAL FEE (TSC+DNSC)= $ 44,507 9-25-09 Perteet Fee Proposal.xls Page 3 of 7 m c 00 O N y�j N Ol~ d d m a y O 0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y N O O O O O O O O N O N O O O O O O O O N O O O O O O O O O O O O O O O O O O 41 � Z- y� m iZ G 9 - r aQ 0 0 0 o m m QQ o 0 000000a000 e e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N c C O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O i� 0 0 0 0 o QQ o 0 0000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N r o e o 0 0 0 0 00 0 0 .Coco 00000 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 s` 0 0 0 0 0 0 0 00 0 0 0000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 0 00 0 0 0000000000 o e m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n 4 O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O o G. N O r N U O Z O. L 0 Ot O.L C 5 O y a N O U� ❑ Q mN t 900 Z �• O� Olm O Q d LL u O a cw.�=.Nti i O N s Z o6 C p mE v o N E w C Z y- V) Z u Z C ❑ U O Z K m � W ¢W W O Z C� ❑ O m Q N W 'o w o v Z w C r w> � N w w � ❑ o E � 2 a LL w x rw» a N c v w m m N a; c E w Z m c v Q Q > a Z w d a a C o Z U < h y v m Z -. Z �- o Z m ❑ W z z W m o ] o n o m 4 w w w C w u 0 O O 0 =� w o w = = w a > o > o o a c = N a c - a 3 a c a m c ~ m c C O a 3 a w ly r Z N C C a S it C h N y o =', w Y C u = m E —C Q W Q > > 4 W Q C O — O a 6 d Z N m v a d O Q O e W N F O F d C m O. f O f O: u7 C7 F- m '� V F Q O m a` n` F ❑ U r EXHIBIT G-2: PROJECT FEE DOMINATION Task 500 Summary Perteet 9/25/2009 DIRECT SALARY COSTS(DSC) Personnel Hours Rate Cost 1 Lead Planner 16 X $41.02 = $ 656 2 Senior Planner 164 X $53.00 = $ 8,692 3 Lead Technician 256 X $34.50 = $ 8,832 4 Planner 1 212 X $22.52 = $ 4,774 5 Planner II 60 X $31.20 = $ 1,872 6 Senior Engineer(Design) 44 X $52.76 = $ 2,321 7 Engineer II (Design) 84 X. $31.42 = $ 2,639 8 Lead Tech(Design) 52 X $34.00 = $ 1,768 9 Principal Surveyor 14 X $61.78 = $ 865 10 Sr.PLS/PM 22 X $45.67 = $ 1,005 12 Project Surveyor 72 X $33.00' = $ 2,376 13 CAD(Survey) 74 X $31.00 = $ 2,294 14 Survey Tech IV 82 X $30.35 = $ 2,489 15 Survey Tech III 82 X $26.00 = $ 2,132 16 Survey Tech 11 2 X $20.00 = $ 40 17 Clerical 16 X $26.00 = $ 416 Perteet Hours,TOTAL 1,252 Subtotal Direct Salary Costs(DSC)= $ 43,172 Salary Escalation(SE)100%of work after 4%Increase on 6/1/10=4.0%= $ 1,727 +50%of work after 4%Increase on 6/1/11 =2.0%= $ 863 Subtotal(DSC+SE)= $ 45,762 Direct Salary Costs Multiplier(DSCM) 3.025 TOTAL SALARY COSTS(TSC)(DSC X DSCM)= $ 138,430 DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits&Meetings 800 miles @ $ 0.550 $ 440 Courier&Postage 10 packages @ 20 $ 200 GPS Recievers 1 day @ 300 $ 300 Robotic EDM 10 days @ 100 $ 1,000 Digital Level 1 day @ 50 $ 50 APS locate $ 15,000 TOTAL REIMBURSABLE EXPENSES(DNSC)= $ 16,990 TOTAL FEE (TSC +DNSC)= $ 155,420 9-25-09 Perteet Fee Proposal.xls Page 5 of 7 i N t 0 O m N m m N O O V m m V m f D V m(D 0 0�f D m m(D O �N N W7 r N Nr C =!.v m V M Om r M tD mNM o a F- 00m Cl N @ 31 d U � m CL N O O O O O O O O O O N O O O O O O N O O O O O O O O N O O O O O 0 0 0 O O t° m O O O O O O =000 O O O O O N Om O Cl)W 0 0 0 0 0 0 O O O 0 O O O O o O N O o O O O O 0 0 0 0 0 0 0 0 0 N W o CN, Va0 o o o o o o O 0 O o O 0 0 0 O O m ra ? p O O O O O O O O o 0 0 0 0 0 0 n O N O O O N O N N O O O O O O O O O O 9 r s N O O O O O o =000 N O O O O O O m N f D f O 0(D L O O N O O O O O 0 0 0 O O pp ti r u 5 m N N o O O O m V V O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 O O O O O o 0 0 O O N N r N v a o 0 0 o O vv o0 0 00000 0 o O o o o o 0 o 0 o 0 0 0 o O 000 0 0 N O O O O 0 O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 O v O O O N N N O O 10 N r r o G J V V O O O O O V O O V O O O O O O O 0 0 0 0 0 0 0 0 0 0 O m O O O m N CO O O m N N r r O W N O N O O O m V 0 V V v O O v 0 O 0000000000 O 'V O O O V N N O O 2�r HWo 0 0 0 0 0 0 0 0000 0 0 0 co m m o o o o o o o 0 o o o 0 0 0 0 0 000 0 0 m m m r M 9 N O O O O O O 0 0 0 0 N N 0 O�V O O O O O O O O O o O O O O O O 0 0 0 O O N N N r 9 y w O O O O O O O O O O m m V O N 0 O O O O O O O O O O O O O O O O moo O O n m In V m N N F v v p o 0 0 o vovo 0 o-IT mom 0 0000000000 0 0 0 0 0 p00 0 0 mn m V o 0 0 0 o V O V O N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T 2 1 0 3 r r N N N N M M M M M M U O z m u@ Q Q TtI! B.0 U r T Tm OI QL C C j t U N W@ C m Oi O m O O oZ mV Nz2 mLVp m J Y O ti m m rn N m I f�v o❑w aim @d c rn F=ig Z > ! U,? ��a c m� am o - m o w Z Q @mac ouiE0w'O cocl O Vmi C� > N to m 3 m U m C N m w Z m a H d T L m m W N U O Q v N C� vm � w ^'mE ❑ .mac z F- ¢ w c a m e a > c ❑ c U ~ � U Q U Z w c O m m. m V' w w oz o ° a cif=� c w ❑ U m !- @ @ Y w Q n ul wm < N w a� Z z w w > ❑z N i^ _c j N n w C7 o a ❑ f- ¢ 0 Z o E ° r a s °' O z °' U w 0 U m a p v c to ova w c W Q a Q o d M tLL- w Y U)ID Q vi c c U 5 vN °' w a Q ra - a a @ c Z z o n2 r' wz W m °o o a m m w F- 2 -� O U E U J m N J N y O IX w w U a` m m 00 0 o w > w o ❑ a m v @ @ 0 a d N N m a Q @ N M Z Z Z c C m O N L C @ T U UM') m LL Y 2 Y aUi �' v oUi C - Y j Q o a m Y Q co y p1 E 1 r ❑ n rn m ° n m o if f _ 00 0 ° m r Y m CL m r a. r O O O O O O O O O O O O O O O 9 O O O O O O O O O O O O O O O a>_ 9 p9 4 u s� N -e O O O O O O O O O O O O O O O 6)qT D y O O O O O O O O O O O O N N O Y G �q N = O O O O O O O O O O O O O O O 2 9 O O O O O O O O O O O O O O O 9 6 9 0 O O O O O O O O O O O O O O j 3 yX2 O O O O O O O O O O O O O O O 9 ' 06 1� N MI C 10 r N to a r N - 3 0 Z �- Q E z v O a Z J O c it p F N E z t r m O O a m m a ¢ � o CL a ° a v z m A w W W N c C c N O O d d x ° w E z r w O N O . 0 W N w a ? m m - m m 7d o x r z a v ¢ w c LL L ¢ y � m m m . Y 3 E a r w Y a: z ai '� E m O c r W Q Q rn Z m N O c ¢ w r c �, m r m > „ c.) 'm ai 3 d x o w c a m a w N a a w c° > a x v t E m w E c a m u m N ct:C�O '� o ¢ U ? m w Z m > Q o c c = E O o m c c in 'E c c v v En a h Y C y a E m E Y v v y `y `a U.= Q o Q a a>i z m " m N a`mi p m m a a x r v r Q o m a` c° a` o 0 a ii w in EXHIBIT G-2: PROJECT FEE RMINATION Task 200 Summary Shannon and Wilson 9/25/2009 DIRECT SALARY COSTS (DSC) Personnel Hours Rate Cost 1 Project Principal 208 X $7831 = $ 16,288 2 Senior Associate 26 X $46.00 = $ 1,196 3 Project Manager(Associate) 310 X $42.23 = $ 13,091 4 Principal Professional 60 X $34.06 = $ 2,044 5 Senior Professional 212 X $31.03 = $ 6,578 6 Professional 111/1V 0 X $31.00 = $ - 7 Professional 1/11 54 X $24.80 = $ 1,339 8 Senior Drafter/Lab Technician 10 X $27.44 = $ 274 9 Drafter/Technician 16 X $19.47 = $ 312 10 Administration 12 X $30.37 = $ 364 12 Clerical 15 X $24.70 = $ 371 Shannon and Wilson Hours,TOTAL 923 Subtotal Direct Salary Costs(DSC)= $ 41,858 Salary Escalation(SE) 100%0 of work after 4% Increase on 1/1/10 = 4.0% = $ 1,674 Subtotal(DSC +SE)= $ 43,532 Direct Salary Costs Multiplier(DSCM) 3.272 TOTAL SALARY COSTS (TSC) (DSC X DSCM)= $ 142,437 DIRECT NONSALARY COSTS (DNSC) Mileage for Site Visits& Meetings 800 miles @ $ 0.55 $ 440 Parking for Meetings 2 each @ $ 15.00 $ 30 Drawing Reproduction(11 x17) 400 copy @ $ 0.20 $ 80 Color Copies(8.5x11) 150 copy @ $ 1.00 $ 150 Color Copies(11x17) 150 copy @ $ 2.00 $ 300 Courier& Postage 4 package @ $ 40.00 $ . 160 TOTAL REIMBURSABLE EXPENSES (DNSC) = $ 1,160 TOTAL FEE (TSC + DNSC) = $ 143,597 9-25-09 S&W Fee Proposal.xis Page 1 of 6 M M M Cl) N O V O M CO O 'e� to Co V' O CD O CO O CO N V' CD N O C C m .� r� M d• N ry N N N r Co N N N Co CO O O .ems+ r N N (n 117 H O M O M O O O 0 0 0 0 0 0 N O O N 0 0 0 0 0 0 0 0 0 0 0 0 C U N N r Co O M O 0 0 0 0 0 0 O O O O O O O O O 0 0 0 0 0 0 0 T r C C E v a c O O O O O O O 0 0 0 0 0 0 to O O CD 0 0 0 0 0 0 0 0 0 0 0 N s'c m L O y H c O O O O O O O 0 0 Cl 0 0 0 O O O 0 0 0 0 0 0 0 0 0 O O O to r r r p d L U C r C Nn J L O Im -e O O O O O O 0 0 0 0 0 0 N O CO CD CD to V 0 0 0 O O O O c LO Lo r r 0 a` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m> c a a` N O O O O O O 0 0 0 0 0 0 Co O O Co O O O O O O CD CD N CO N O (D °a N r r r r r c n m n a` O O O O O O O 0 0 0 0 0 0 N O O N O O O 0 0 O O O O Co n7 y o CD a` a N Co O N CD to W N N N N Co N 0 to N CA N N N Q V CO OD CD O ` r N Cl) r r T N o c a�a to O O O O O .a C' O O O O N O O N 0 0 0 O O CO V N O O d' V c e N c c Co O O O O to O aD N c} 7 v '7 N O N 'It O N 0 0 '7 V R Co CO CO CD m ° O CO r N r Co to o N a a` _a > 3 G r N M of O O r N M r r r N N N U Q z N N N N N N N N N Q '0 N E O N N (6 N a) N N C o 0 o 0 C a�E o c r rn--' L— c � a� E `o a° Ca E n C p c >o °- > ° N ro E m c a . C o O > o m E m a� Co 0 W M -0 C E E Z c (D c o a>i J ° o o 5 m o vQ " Cc (L 6 z c °E> .° ° 5 Nm m` o o � o E s s m a 0 c c m o - tL U _ N Cn U O a1 'p O (� �O COj N ` a7 N C Cn m C z m (a p C E 0 OLL ° a E O °O E D ° ti _Q� U c a O Z NF d 4 � U p o o � J U o (j ° Co O o oM F m e °' o E m c 0 W @ C O z a a' m ` W a' U O E �. 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O) z m N w Q ° W w °- 0 '� y c cc m o I- is > U w [ Z m E m 3 3 3 o w w -wi to �W m W :; :°. W a >a, o w •5 = 0 aW C E O h w 4 In 0 H L 'a>i w 'a o m ,N M w LL M o LL cn c m (n w O Q 3 M a w it, ix N� O N w O ¢ U a LL r +'' r(n m LO O C O C C F= N O. E L N 0 Oa fn C Z C N C N U U m Y d o - in Y tY y LL E m E ta_ fn L - C !n fl > e In m cn O N d d ° m X w to m M v EXHIBIT G-2:PROJECT FEE DETETION • Task 500 Summary Shannon and Wilson 9/25/2009 DIRECT SALARY COSTS(DSC) Personnel Hours Rate Cost 1 Project Principal 98 X $78.31 = $ 7,674 2 Senior Associate 14 X $46.00 = $ 644 3 Project Manager(Associate) 216 X $42.23 = $ 9,122 4 Principal Professional 36 X $34.06 = .$ 1,226 5 Senior Professional 102 X 531.03 = $ 3,165 6 Professional 111/1V 122 X $31.00 = $ 3,782 7 Professional 1/11 114 X 524.80 = $ 2,827 8 Senior Drafter/Lab Technician 22 X 527.44 = $ 604 9 Drafter/Technician 16 X $19.47 = $ 312 10 Administration 15 X $30.37 = $ 456 12 Clerical 14 X 524.70 = $ 346 Shannon and Wilson Hours,TOTAL 769 Subtotal Direct Salary Costs(DSC)= $ 30,157 Salary Escalation(SE)100%of work after 4%Increase on VIM 0=4.0% = $ 1,206 Subtotal(DSC+SE)= $ 31,363 Direct Salary Costs Multiplier(DSCM) 3.272 TOTAL SALARY COSTS(TSC)(DSC X DSCM)= $ 102,621 DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits&Meetings 800 miles @ $ 0.55 $ 440 Parking for Meetings 2 each @ $ 15.00 $ 30 Drawing Reproduction(11x17) 400 copy @ $ 0.20 $ 80 Color Copies(8.5x11) 150 copy @ $ 1.00 $ 150 Color Copies(11x17) 150 copy @ $ 2.00 $ 300 Courier&Postage 4 package @ $ 40.00 $ 160 SHANNON& WILSONS,INC.LABORATORY SERVICES Sample Receiving/Handling 14 box @ $ 7.00 $ 98 Water Content Determination 148 each @ $ 15.00 $ 2,220 Grain Size Distribution 12 test @ $ 125.00 $ 1,500 Fines Content 8 test @ $ 75.00 $ 600 Atterberg Limits 8 test @ $ 165.00 $ 1,320 One-dimensional Consolidation Tests 2 test @ $ 580.00 $ 1,160 Consolidated-Undrained Triaxial Compression Tr 2 test @ $ 2,200.00 $ 4,400 DRILLING SUBCONTRACT Mobilization/Demobilization 1 lump sum $ 500.00 $ 500 Daily Travel 9 days @ $ 150.00 $ 1,350 Air Knife Vacuum Excavation 16 hours @ $ 225.00 $ 3,600 Drilling(0 to 50 feet) 300 feet @ $ 18.00 $ 5,400 Drilling(50 to 100 feet) 180 feet @ $ 20.00 $ 3,600 Drilling(50 to 150 feet) 100 feet @ $ 24.00 $ 2,400 Drilling(beyond 150 feet) 40 feet @ $ 29.00 $ 1,160 Extra Representative Samples 24 each @ $ 26.00 $ 624 Shelby Tube Samples 12 each @ $ 31.00 $ 372 Borehole Backfilling and Patching 620 feet @ $ 8.00 $ 4,960 IDW Disposal 7.5 ton @ $ 750.00 $ 5,625 Hourly Charges 8 hours @ $ 200.00 $ 1,600 Decon Unit 9 days @ $ 195.00 $ 1,755 Washington Department of Ecology Permits 1 lump sum $ 150.00 $ 150 TOTAL REIMBURSABLE EXPENSES(DNSC)= $ 45,554 TOTAL FEE (TSC+DNSC)= $ 148,175 9-25-09 S&W Fee Proposal.xls Page 4 of 6 � s m o fD o° o N Y 1[1 N (U O H N 3 a m N O tl] m Q N N N N Q CO (D(D O (O d' O CO O m(D N N (O CO Q O (D co W (D O O C C y (O N r Q m Q N m(3)N r r N N Q N N N Q N r r O O r c y m � 3 H L O Q Q O Q O O O O O O O O O O O O O =00 O O O 04 " o 0 0 0 O O 000 3 r r r U (n N r O O Q O O O O O O O O O O O 000 0 0 0 O O O O O O cc O O O E :3 (O O O O O O O O O O O O (D O O O (O 000 coo O Q Q O O O O O O O O o m F N O O O O O O 00000 N O O O N coo O O O 00 O m O O O 0 0 000 N N N h p` 1- g Q O O O O O O 0 0 0 0 0 Q O N O N O 0 O O O O O Q .D O O O O N O O O i N O O O O O O O O O O O N O O O N Too O cDO O moo O O O O O O O O N N N r m a` g N O O O co O O 00000 co O O O co ON 00 O 0 c O OO O OO 00 N v O f0 D r r -g O O O O O O 00000 N O O O N 000 C O O O C) a O O O O O O N N n.4 a` a to w N O Q N (D �O N N N Q O N O N N Q Q cD Q O Q v O N Q c0 GD CD N N Q `a 9 I 4� y r Q O O o o O Q Q 0 0 0 O O O O O O O Q O O N O O O 0 0 0 O O O O N o"J r r w� w (O O O O to (O Q N Q Q Q N. 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