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Home My WebLink AboutAdden 04 a Aft ,Washington State �AG-09-077, Adden #4-11 TAf Department of 7f ansportation Supplemental Agreement Organization and Address p p g BergerABAM Inc. Number 4 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 (no change) Project Title New Maximum Amount Payable Update Project Definition Report, Strander Blvd. $ 2,214,900.00 (no change) Description of Work Scope of work is revised to provide 35 percent design for Phase H and Phase III,and to provide PS&E for bidding Phase H of the Strander Boulevard project. Execution date,completion date,and new maximum amount payable remain unchanged from those shown in Supplemental Agreement No. 3. The Local Agency of City of Renton desires to supplement the agreement entered into with BergerABAM 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: I Section 1, SCOPE OF WORK, is hereby changed to read: Iee attarherl 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: No chin=e III Section V, PAYMENT, shall be amended as follows: No chancre to"new maximum amount payable" Sertion VT Subcontractor-, Chill also he nmenrled ss atta(-hf-d as set forth in the attached Exhibit A, and by this reference made a part of this supplement. 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: James 4 Gunrre, RergerARAN4 Tnc By: City of Renton Consultant Signature p r0vir)Auth0rity 19i gnature II ) ill DOT Form 140-063 EF Date Revised 9/2005 l � • '�� .. SECTION If SCOPE OF WORK Replace the scope of work under Supplemental Agreement No.3 with the following. This supplement provides scopes of work for eight primary tasks to be completed for this project, as shown below. The scope of work for Task 100,Start-Up Services, applies to the entire Strander Boulevard Extension project. Scopes of work for Tasks 200 to 700 apply to developing plans, specifications, and estimates of probable construction cost and time for Phase II of the Strander project from 1 October 2010 thru 15 June 2011, as described below under Task 100. Task 800 establishes an allowance for Design Construction Support Services. Brief scope of work descriptions for these tasks are shown below. More detailed descriptions for these primary tasks are provided in Exhibit A to this supplemental agreement. The scope of work shown in Exhibit A provides estimated costs for each task. It is understood that these costs are estimated costs and are not to be deemed maximum amounts for these tasks. The total agreement has an established maximum amount payable. The CONSULTANT may transfer funds between tasks and between the CONSULTANT and SUBCONULTANTS to best achieve project needs without prior approval of the City. Services during construction of Phase II,except for the allowed amount provided for Task 800, and for design of Phase III will be addressed in future supplements and are not included in this scope of work. TASK 100-START-UP SERVICES Start-up services include services authorized under two separate interim authorizations to define the configuration and costs of the Strander Boulevard project from Naches Avenue SW to West Valley Highway. These services have been performed from January 2010 thru September 2010. Start-up services include services expended on the project from March 2010 thru September 2010. During this time period,the project configuration was revised from that defined in the scope of work developed for Supplemental Agreement No.3. The project scope has been diverted back to the original intent of the project,which is to connect Oakesdale Avenue SW to West Valley Highway via a grade separated [from the Union Pacific Railroad (UPRR) and the Burlington Northern Santa Fe(BNSF)Railway tracks] four-lane arterial. A connection to the Sound Transit Tukwila Station will also be provided. Start-up services included development of a technical memorandum that defined the project configuration. This memorandum also defined interfaces with the Strander project and the companion Sound Transit Tukwila Commuter Rail Station project. These services also included an update to that technical memorandum to reflect client and other third party project III requirements. This updated technical memorandum represented a 35 percent design level City of Renton BergerABA1\1,FAPWT-09-175 Strander Boulevard Project February 2011 Phases II and III Revised Scope of Work Page 1 of 8 0 • submittal for Phase II and for Phase III of the Strander Boulevard grade separation project as described below. This technical memorandum showed the Strander project being constructed in three phases. Phase I connects Oakesdale Avenue SW to Naches Avenue SW. This at-grade section of roadway has been constructed. Phase II constructs the BNSF Bridge. A railroad shoofly and associated utility relocation and protection measures for(1) relocating fiber optic utilities with the BNSF right-of-way(ROW) and(2) protecting major utility where with the widened shoofly embankment crosses these utilities will also be constructed. Major utilities are a 60-inch-diameter pressurized Seattle Pacific Utility(SPU) waterline,two Olympic Pipeline gas lines(12-inch diameter and 14-inch diameter), and a 36-inch diameter King County Metro sanitary sewer line. This phase will also include a two-lane roadway connection from Naches Avenue SW to the Tukwila Station. This roadway connection will pass beneath the BNSF Bridge. A water quality/detention wetland and stormwater pump station will also be part of this roadway construction. Construction of the underpass requires installation of the groundwater management system to prevent flooding of Strander Boulevard roadway where the roadway elevation is below elevation of the surrounding groundwater. A 30 percent BNSF submittal was also developed to define the railroad interfaces to the Strander Boulevard project. BNSF currently has under design a third rail project that will add a third rail to the east side of their current two tracks in the project area. The project has been configured so that the shoofly embankment could provide a mutual benefit to this third rail project and to the Sound Transit Tukwila Station project. However,the current project configuration includes only the embankment construction to support the shooflies necessary to construct the BNSF Bridge over Strander Boulevard. Phase III will complete the four-lane Strander Boulevard from Naches Avenue SW to West Valley Highway. In this phase,the UPRR Bridge will be constructed. A four-lane roadway with center left-turn lane and joint use path will be constructed. A vehicle access ramp into the Tukwila Station will be constructed. Pedestrian connections will be made to the Interurban Trail and to the Tukwila Station. This phase is yet to be funded. TASK 200 - BergerABAM PROJECT ADMINISTRATION, COORDINATION,AND MANAGEMENT These services include project administration, coordination, and management attendance and preparation for project meetings with the cities of Renton and Tukwila,meetings with Sound Transit and BNSF regarding this project and interfaces with companion projects, and meetings with affected property and utility owners. Project administration,coordination, and management activities provided by SUBCONSULTANTS are included in other primary tasks. Included in these services is a monthly progress report that will • Describe services completed in the past reporting period • Assess risk of not meeting the"securing construction funding" milestone of 31 March 2011 City of Renton BergerABAM,FAPWT-09-175 Strander Boulevard Project February 2011 Phases 11 and III Revised Scope of Work Page 2 of 8 TASK 300-RAILROAD ENGINEERING These services include design of the BNSF railroad bridge and associated shoofly,including utility protection measures. The railroad bridge includes design of the "boat" section within the footprint of the BNSF Bridge. These services also include technical assistance to the cities of Renton and Tukwila in securing the Construction and Maintenance (CM)Agreement between BNSF and the City of Tukwila. These services also include support to the City during construction contract ad,bid,and award. TASK 400-GEOTECHNCIAL ENGINEERING These services include geotechnical explorations, testing, and recommendations in forms of geotechnical design memoranda required for the project. Geotechnical memorandum will include geotechnical design recommendations for the design and construction of the BNSF bridge and associated shoring,the BNSF shoofly,BNSF shoofly bridges and associated shoring, the Strander roadway,retaining walls along the Strander Roadway, and dewatering systems for construction dewatering and for"permanent" groundwater dewatering. These services also include support to the City during construction contract ad,bid, and award. Services do not include geotechnical explorations,testing, and/or assessment of soils regarding levels of contaminants. TASK 500-CIVIL/STRUCTURAL ENGINEERING These services include civil and structural design for the roadway,roadway boat section, storm drainage,pump station,water quality and detention pond, and illumination. This design also includes staging, site preparation, and temporary erosion control for the entire project. A list of drawings that were used as a basis for this scope of work is shown in Attachment A-1 to this exhibit. This task also includes an allowance for construction verification and/or pot hole surveys. These services include development of submittals for the City of Renton,City of Tukwila, Sound Transit, and utility owners. Development of project cost estimates and of project design and/or construction schedules associated with these submittals are included in this task. These services also include support to the City during construction contract ad,bid, and award. TASK 600- RIGHT-OF-WAY ACQUISITION This task includes securing and certification of the ROW needed to construct the project as described below. ROW acquisitions include parcel or partial parcel purchases,permanent access and/or utility easements, temporary construction easements, and/or temporary access easements. Included in these services are securing title reports, development of an updated PLS base map boundary survey, development of ROW plans, obtaining property appraisals and property review appraisals, developing and boundary line adjustment(BLA)between the City of Renton and the Boeing Company for land adjacent to the east BNSF ROW boundary between Strander and the BNSF signal bungalow located along the track near the Bank of America City of Renton BergerABAiNI,FAPWT-09-175 Strander Boulevard Project February 2011 Phases II and III Revised Scope of Work Page 3 of 8 parcel, and assisting the City in securing ROW certification from the Washington State Department of Transportation(WSDOT). TASK 700-VALUE ENGINEERING STUDY Certain funding sources require that projects with high capital costs be subject to a Value Engineering(VE) Study. This study will involve a three-day study by a panel of experienced engineers and a cost estimator under the tutelage of a VE facilitator. This study and panel will focus on ways of achieving project objectives at a reduced cost. Members of the CONSULTANT project design team will not be panel members. These VE services are included in this task. TASK 800 - DESIGN CONSTRUCTION SUPPORT SERVICES(CSS) This task provides an allowance(allowed amount) for design CSSs. These services include efforts of project SUBCONSULTANTS. Services can include the following. • Develop conformed set of Plans and Specifications • Attend Site Meetings/Conduct Site Visits • Review Submittals • Respond to RFIs • Assist City of Renton with change orders • Develop record drawings III City of Renton BergerABAM,FAPWT-09-175 Strander Boulevard Project February 2011 Phases 11 and III Revised Scope of Work Page 4 of 8 0 SECTION IV TIME FOR BEGINNING AND COMPLETION It is acknowledged that the project is under a critical milestone date of securing available construction funds on or before 31 March 2011. Critical interim milestones toward achieving that funding milestone are shown below. Milestones to be achieved by the CONSULTANT are noted. Milestones to be achieved by others with assistance from the CONSULTANT are noted. Milestones to be achieved by others are noted. ■ 100 Percent BNSF Submittal-24 January 2011 -By CONSULTANT ■ Exhibits A and A-1 to C+M Agreement Submitted to Renton-28 January 2011-By CONSULTANT ■ 90 Percent Roadway Submittal-8 February 2011-By CONSULTANT e PS&E Submittal-9 March 2011-By CONSULTANT o Executed C+M Agreement between City of Tukwila and BNSF-1 March 2011 -By Others ■ ROW documents between Boeing and Renton - 1 March 2011-By Others with assistance from CONSULTANT ■ ROW documents between Sound Transit and Renton/Tukwila-1 March 2011 -By Others with assistance from CONSULTANT o ROW Certified-15 March 2011-By Others with assistance from CONSULTANT ■ Funding Secured-31 March 2011-By Others Included in Task 200 are monthly assessments of the risk of not achieving this funding milestone. Other milestone dates that are a basis for this supplement are as follows. • Authorization for this Supplement-31 January 2011 • Ad Date-NLT 10 May 2011 • Bid Date-NLT 14 June 2011 • Award-NLT 12 July 2011 This proposal assumes that additional geotechnical design information to verify BNSF Bridge foundations and shoring designs and to confirm assumptions made to develop dewatering concept plans and specifications will not be available until April/May 2011. Therefore, this proposal assumes that some rework of the PS&E documents will be done following receipt of City of Renton BergerABAiII,FAPWT-09-175 Strander Boulevard Project February 2011 Phases H and III Revised Scope of Work Page 5 of 8 0 this additional information. This rework could be done as revisions to the PS&E documents prior to being issued for bid or as an addendum during bidding. The effective date for this Supplemental Agreement is 1 October 2010. City of Renton BergerABAM,FAPWT-09-175 Strander Boulevard Project February 2011 Phases II and III Revised Scope of Work Page 6 of 8 • ,z SECTION V PAYMENT PROVISIONS Payment provisions remain as stated in Supplemental Agreement No 3. The following SUBCONSULTANTS are added to the table shown in the revision to Paragraph 1,Hourly Rates,of Exhibit D-3 as follows. CONSULTANT DIRECT SALARY COST MULTIPLIER HDR Engineering, Inc. 2.823 OAC Services, Inc. 3.112 BCE Engineers, Inc. 3.050 RH2 Engineering, Inc. 3.175 Authorization up to a maximum amount of$2,114,900 is granted for this scope of work. This amount does not include the$100,000 management reserve fund (MRF). That MRF is available for use on this scope of work. Prior authorizations against this scope of work include the following. • $19,900 authorized under the initial agreement and Supplement No. 1 • $200,000 authorized on 19 March 2010 against Supplement No. 3 • $300,000 authorized on 8 July 2010 against Supplement No. 3 • $359,100 authorized on 19 November 2010 against Supplement No. 3 • $270,000 authorized on 5 January 2011 against Supplement No.3 • $771,114 authorized on 16 February 2011 against Supplement No. 3 It is also agreed that the CONSULTANT may transfer funds between Tasks 200 and 700 and between the CONSULTANT and SUBCONSULTANTS to best achieve project needs without prior approval of the City. Any transfer of funds from those shown in Exhibits E and G to this Supplemental Agreement will be provided to the City in writing. It is also recognized by both parties that efforts to provide services under Task 800,Design Construciton Support Services(CSS) to this supplemental agreement,is an allowed amount and can vary considerably from this allowed amount. CONSULTANT will monitor total costs expended under Task 800 and will notify the City when costs for Task 800 have reached 75 percent of the allowed amount for Task 800. At that time. CONSULTANT will provide the City with an estimated amount to complete the work for Task 800. If CONSULTANT's costs for the remaining work under Task 800 are estimated to be higher than the allowed for amount in this supplement,the remaining work above the allowed amount will not be performed without prior written authorization from the City,which shall not be unreasonably withheld. CONSULTANT shall have no obligation under this agreement to provide services for Task 800 where the cost would exceed the authorized allowed for amount. City of Renton BergerABAM,FAPWT-09-175 Strander Boulevard Project February 2011 Phases 11 and III Revised Scope of Work Page 7 of 8 SECTION VI SUBCONTRACTING Add the following to the list of SUBCONSULLTANTS that are authorized to perform work on this agreement. • HDR Engineering, Inc. (right-of-way services) • OAC Services,Inc. (value engineering services) • BCE Engineers,Inc. (illumination design services) • RH2 Engineering,Inc. (pump station electrical design services) City of Renton BergerABA�v1,FAPWT-09-175 Strander Boulevard Project February 2011 Phases If and III Revised Scope of Work Page 8 of 8 TABLE OF CONTENTS STRANDER BOULEVARD EXTENSION SECTION PAGE EXHIBITA..............................................................................................................................................1 ASSUMPTIONS AND UNDERSTANDINGS.............................................................................................1 SCOPEOF WORK..................................................................................................................................3 II' TASK 100-START UP SERVICES.........................................................................................................3 Task 105 -Technical Memorandum(35 percent Design).................................................................4 Task 110-30 percent Submittal to BNSF..........................................................................................4 Task 115 - Preliminary Geotechnical.................................................................................................5 TASK 200-PROJECT ADMINISTRATION, COORDINATION,AND MANAGEMENT...............................5 Task205 - Design to Budget..............................................................................................................5 Task 210 - Invoicing and Progress Reports.......................................................................................5 Task 215 -Subconsultant Coordination............................................................................................5 Task 220 - Project Management and Administration.......................................................................6 Task225 - Meetings with City and Others.........................................................................................6 Task230 - Quality Assurance and Control.........................................................................................6 TASK 300-RAILROAD ENGINEERING.................................................................................................7 Task305 - Project Management........................................................................................................8 Task 310-60 percent Submittal to BNSF..........................................................................................9 Task 315-100 percent Submittal to BNSF......................................................................................10 Task 320 -Advertisement, Bid,and Award Support.......................................................................11 TASK 400-GEOTECHNICAL ENGINEERING.......................................................................................12 Task 405 - Evaluate Geotechnical Issues Associated with Underpass Section............................12 Task410 - Prepare Dewatering Memorandum...............................................................................13 Task 415 - Construct Pumping Test Wells and Conduct Dewatering Pumping and Recharge Tests .............................................................................................................................................................14 Task 420 - Excavate,Observe, Pump Down,and Partially Backfill Infiltration Trench.................17 Task 425 -Advertisement, Bid,and Award Support.......................................................................17 TASK 500-CIVIL/STRUCTURAL ENGINEERING................................................................................17 Task505 - Field Verification Survey.................................................................................................18 Task510 - Roadway Design.............................................................................................................18 Task515 - Utilities............................................................................................................................18 Task520 -Storm Drainage...............................................................................................................19 Scope of Work BergerABAivf/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page ii Task525 - Pump Station..................................................................................................................20 Task530 - Structural........................................................................................................................21 Task535 - Construction Staging&Schedule .................................................................................21 Task540 - 60 percent Submittal ......................................................:..............................................21 Task545 - 90 percent Submittal .....................................................................................................22 Task550 - Final Plans,Specification &Estimates.........................................................................22 Task555 - Design Support during Advertisement...........................................................................22 Task 600 - RIGHT-OF-WAY ACQUISTIONS........................................................................................23 Task605-Title Reports.....................................................................................................................23 Task610 - ROW Plans.......................................................................................................................23 Task615 - Boundary Line Survey.....................................................................................................23 Task620 - Boundary Line Adjustment.............................................................................................19 Task625 -Title Review.....................................................................................................................20 Task630 - Property Acquisitions.......................:.............................................................................21 TASK 700-VALUE ENGINEERING STUDY..........................................................................................23 Task800 - Design Construction Support Services(CSS)................................................................24 MANAGEMENT RESERVE FUND..................... �I i I I I i Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page iii EXHIBIT A ASSUMPTIONS AND UNDERSTANDINGS 1. The project configuration shown in the Technical Memorandum,Updated 35 Percent Design, Configuration and Design Standards for the Strander Boulevard Extension Project for the Cities of Renton and Tukwila, dated 11 October 2010, is used as the basis for this scope of work with the following modifications. a. The Sound Transit Tukwila Station will remain in its current location along the BNSF tracks. This location is north of the location shown in the 35 percent Technical Memorandum. b. The BNSF embankment will only be widened to construct the shoofly. C. Two temporary bridges will be used to protect utilities over the Metro Sewer and the BP Fuel Pipelines. d. No bridges will be used to protect the SPU waterline. e. The Phase H roadway will be constructed,including a "permanent" underdrain system connected to the stormwater pump station. A boat, as shown in the above technical memorandum,will not be utilized. f. The Phase H two-lane Strander will extend approximately 50 feet north of the southern Sound Transit property line. 2. The project will be bid using cumulative alternates bidding in accordance with the WSDOT GSP. a. The base bid will include the BNSF Bridge and associated shoring, the shoofly, the shoofly Metro Sewer and BP Fuel Lines temporary utility protection bridge, fiber optic relocation and a lump sum item for construction access. b. Alternate 1 will include the two-lane Strander Boulevard roadway into the Sound Transit Tukwila Station,the four associated walls, associated roadway excavation the pump station, storm drainage,the pond,lighting, and an additive or deductive item for construction access to the base bid construction access lump sum bid item. C. Alternate 2 will include the emergency generator for the pump station. Scope of Work BergerABAiVf/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 1 Project redesign to bring the bid price within available budget(if required)will be included in a future supplement. Right-of-way(ROW)sought for the project includes the following. ■ Develop a boundary line adjustment(BLA)that exchanges property between the City of Renton and the Boeing Company along the east side of the BNSF ROW between Strander and the signal bungalow. ■ Tax Parcel Number 0886700090-Acquire southwest section about 100 feet east-west and 10 feet north-south from The Boeing Company. This section will be part of a BLA o Tax Parcel Number 2523049087-Purchase a south section of about 12,600 square feet from Sound Transit ■ Tax Parcel Number 2523049006-Acquire entire parcel from the City of Tukwila ■ Tax Parcel Number 0886700300-Acquire a permanent access easement along the southernmost 20 feet of this property from the Boeing Company for BNSF access to their signal bungalow. This property transfer will be part of the BLA e Secure long-term construction easements to allow the long-term installation of tiebacks into Boeing Parcel Number 0886700270 and Sound Transit Parcel Number 2523049087 3. Temporary construction easements and temporary construction access easements will be sought from up to 20 parcels, in addition to those identified above from The Boeing Company,City of Seattle,Sound Transit, City of Tukwila, and the City of Renton. 4. Traffic studies are excluded. 5. The City will be securing environmental clearances and permits. CONSULTANT support in these efforts will include creation of exhibits,project descriptions, and calculations 6. CONSULTANT or any of its subconsultants are not responsible for schedules beyond their direct control. 7. CONSULTANT or any of its subconsultants will work to produce a design that BNSF, Sound Transit, and/or utility owners will accept. 8. CONSULTANT or any of its subconsultants do not ensure that property owners will accept offers extended. 9. CONSULTANT or any of its subconsultants will produce a design that will be acceptable to BNSF. Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 2 10. Where key understandings and/or assumptions are listed as being understood between CONSULTANT and their subconsultant to this scope of work,it is understood that these same key understandings exist between the AGENCY and CONSULTANT. SCOPE OF WORK This supplement provides scopes of work for eight primary tasks to be completed for this project as shown below. The scope of work for Task 100,Start-Up Services, applies to the entire Strander Boulevard (Phase II and Phase III) extension project. Scopes of work for Tasks 200 to 700 apply to developing plans, specifications, and estimates(probable construction cost and time) for Phase II of the Strander project from 1 October 2010 thru 15 June 2011 as described below under Task 100. Phase II constructs the BNSF Bridge. A railroad shoofly and associated utility relocation and protection measures for(1)relocating fiber optic utilities with the BNSF ROW and(2)protecting major utility where with the widened shoofly embankment crosses these utilities will also be constructed. Major utilities are a 60-inch-diameter pressurized SPU waterline, two Olympic Pipeline gas lines(12-inch diameter and 14-inch diameter), and a 36-inch-diameter King County Metro sanitary sewer line. This phase will also include a two-lane roadway connection from Naches Avenue SW to the Tukwila Station. This roadway connection will pass beneath the BNSF Bridge. A water quality/detention wetland and stormwater pump station will also be part of this roadway construction. Phase III will complete the four-lane Strander Boulevard from Naches Avenue SW to West Valley Highway. In this phase,the UPRR Bridge will be constructed. A four-lane roadway with.center left-turn lane and joint use path will be constructed. A vehicle access ramp into the Tukwila Station will be constructed. Pedestrian connections will be made to the Interurban Trail and to the Tukwila Station. Brief scope-of-work descriptions for these tasks are shown below. Detailed descriptions for these primary tasks are provided in Exhibit A to this supplemental agreement. Services for construction management on Phase II and for design of Phase III will be addressed in future supplements and are not included in this scope of work. TASK 100-START UP SERVICES Start-up services include services authorized under two separate interim authorizations to define the configuration and costs of the Strander Boulevard project from Naches Avenue SW to West Valley Highway. Start-up services included services expended on the project from January 2010 thru September 2010. During this time period, the project configuration was revised from that defined in the scope of work developed for Supplemental Agreement No.3. The project scope has been expanded back to the original intent of the project which is to connect Oakesdale Avenue SW to Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 3 West Valley Highway via a grade separated (from the UPRR and BNSF tracks) four-lane arterial. A connection to Sound Transit will also be provided. Task 105 -Technical Memorandum(35 percent Design) Start-up services included development of a technical memorandum that defined the project configuration. This memorandum also defined interfaces with the Strander project and the companion Sound Transit Tukwila Commuter Rail Station project. These services also included an update to that technical memorandum to reflect Client and other third party project requirements. This updated technical memorandum represented a 35 percent design level submittal for Phase II and for Phase III of the Strander Boulevard grade separation project. Deliverable(s) ■ 35 percent technical memorandum Total Task 105 Cost=$155,000.00 Task 110-30 percent Submittal to BNSF SUBCONSULTANT has prepared 30 percent submittal documents for review by BNSF in accordance with the BNSF Guidelines for Grade Separation Projects(1/24/2007). SUBCONSULTANT has allowed for up to 20 working days(four calendar weeks)review time by BNSF in accordance with Guidelines Table 3-2. Services for the 30 percent submittal to BNSF are included in Task 100,Start-Up Services. The 30 percent submittal included the following elements as required by Guidelines,Part 3 for Underpass Structures. • Applicant response to railroad review comments on the concept submittal. The 30 percent submittal shall reflect concept review comments. • Structure type selection report • Design plans showing a plan view, elevation view, typical section, and railroad profile grade diagram • Shoofly design. Bridge general plan shall show the location of the shoofly and indicate the footprint of the structure in relation to centerline of shoofly • Construction phasing plans Prepare Probable Costs of Construction Statements of probable cost are not specified in the BNSF submittal requirements;however, SUBCONSULTANT has prepared probable costs of construction for the BNSF Bridge and shoofly for 30 percent submittal. Deliverable(s) ■ 30 percent BNSF submittal Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 4 Total Task 110 Cost=$62,000.00 Task 115 - Preliminary Geotechnical SUBCONSULTANT has developed preliminary geotechnical recommendations for the construction of the BNSF Bridge and shoofly, and has developed the preliminary assessment of construction dewatering demands based on the Phase II boat design. These recommendations are based upon existing geotechnical explorations and test results. No new geotechnical explorations are included. Deliverable(s) n Preliminary geotechnical report and updates Total Task 115 Cost=$45,000.00 TASK 200- PROJECT ADMINISTRATION, COORDINATION, AND MANAGEMENT This task is a continuation of services performed under Supplement No.3. These services include project administration,coordination, and management attendance and preparation for project meetings with the cities of Renton and Tukwila,meetings with Sound Transit and BNSF regarding this project and interfaces with companion projects, and meetings with affected property and utility owners. These services include the following task from 1 October 2010 forward. These services prior to 1 October 2010 are included in Start-Up Services. Task 205 - Design to Budget CONSULTANT will coordinate with CITY to continually update the available funds for construction and modify the elements and design of the project to result in a bid likely to fit within the available funds. Costs for Task 205 are included in the estimated engineering hours in other tasks. Efforts for continual updates above hours shown in these other tasks will be dealt with in a subsequent supplemental agreement. Task 210 - Invoicing and Progress Reports Monthly invoices and progress reports will be prepared. It is assumed there will be 10 invoices and progress reports. The following will be included in these monthly progress reports • Describe services completed in the past reporting period • Assess risk of not meeting securing construction funding milestone of 31 March 2011 Deliverable(s) o Monthly invoices and progress reports Total Task 210 Cost=$15,676.00 Task 215 -Subconsultant Coordination This task will include CONSULTANT time handling administrative and contract-related issues with the subconsultants. Seven subconsultants will be engaged. These are Scope of Work BergerABAMi /FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 5 II Hanson Professional Services-Railroad engineering Shannon&Wilson-Geotechncial engineering HDR-Right-of-way services Perteet-Survey services Olympic Associates Company-VE services BCE Engineers-Illumination RH2 Engineers-Pump station electrical Deliverable(s) ■ None to City-Subconsultant agreements will be developed and executed with subconsultants Total Task 215 Cost=$26,676.00 Task 220 - Project Management and Administration This task will include CONSULTANT time handling administrative and contract-related issues with the City. Deliverable(s) e Supplemental agreements to revise scope, schedule, and/or fees for services Total Task 220 Cost=$21,696.00 Task 225 - Meetings with City and Others The following meetings are scoped. • Meetings with the Consultant Project Team-5 each • Weekly meetings with the City of Renton and Tukwila-20 each • Meetings with Sound Transit-10 each • Meetings with Utilities-16 each • Meetings with Others-5 each An average of 2.5 staff for a period of 4 hours (including travel time) is allotted for each meeting. Preparation for and follow-up for meetings is included in other tasks. Deliverable(s) ■ Meetin g agenda-meetin g notes will not be provided Total Task 225 Cost=$86,200.00 Task 230 Quality ualit Assurance and Control All submittals to the City,including all subconsultant submittals,will be reviewed by the ect engineer. All changes from those reviews will be CONSULTANT project manager or prof b g incorporated prior to the submittal being sent to the City. Deliverable(s) a Copy of internal reviewer's comments Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 6 Costs for Task 230 are included in the estimated engineering hours in other tasks. TASK 300- RAILROAD ENGINEERING These services include design of the BNSF Railroad Bridge and associated shoofly,including utility protection measures. The railroad bridge includes design of the "boat" section within the footprint of the BNSF Bridge. These services also include technical assistance to the cities of Renton and Tukwila in securing the Construction and Maintenance(CM)Agreement between BNSF and the City of Tukwila. A more detailed scope of work for this task follows. The following key assumptions were followed during development of the proposed estimate of effort for this work: • SUBCONSULTANT will design and prepare drawings for the railroad bridge structure and roadway base slab for the 82-foot-wide structure depicted in the 30 percent plan submittal. SUBCONSULTANT assumes no responsibility for the adjacent permanent retaining walls or roadway slab outside of these limits. • SUBCONSULTANT will design and prepare drawings for the temporary shoring to construct the aforementioned bridge as depicted in the 30 percent plan submittal. SUBCONSULTANT will not design temporary shoring to construct the adjacent permanent retaining walls or roadway slab outside of these limits. SUBCONSULTANT has assumed that the temporary retaining walls will be sheet pile with tiebacks, and has not accounted for other wall styles in the estimate of effort. • SUBCONSULTANT will design and prepare drawings for the temporary shoring at three utility bridge locations. It is assumed that this temporary shoring will be similar to the temporary shoring required to construct the railroad bridge. SUBCONSULTANT has assumed that this temporary retaining wall will be sheet pile with tiebacks, and has not accounted for other wall styles in the estimate of effort. • All geotechnical input will be provided by Shannon&Wilson. • Flagging protection or permit fees of any kind have not been included in the estimate of effort. • The project schedule is contingent upon timely reviews by all reviewing parties. SUBCONSULTANT is not responsible for delays caused by long review periods. • SUBCONSULTANT assumes that the bridge concept and key components presented in the 30 percent plan submittal will remain the bridge configuration moving forward. The current scope of services and estimate of effort does not include significant changes in any structural component or layout of the bridge,shoring,or tracks. • SUBCONSULTANT makes no warranty or assurance that BNSF will approve the project concept for construction. Scope of Work BergerABA vl/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 7 • SUBCONSULTANT has assumed that future geotechnical explorations may result in a need to revise the design that has advanced to a near final state. The scope of services accounts for minor revisions to the structure that allows for similar in-kind design revisions and plan alterations. The current scope of services and estimate of effort does not include significant changes in any structural component or layout of the bridge,shoring, or other items as a result of geotechnical recommendation/information revisions. Once the revised geotechnical revisions are provided,SUBCONSULTANT reserves the right to verify that the assumed level of effort to incorporate the revisions can be accomplished with the proposed fee assumed. • SUBCONSULTANT will prepare plans for a 30,60, and 100 percent submittal. Except as noted, other submittals or exhibits are not included in the scope of services. • Topographic survey will be provided to SUBCONSULTANT by others. Task 305 - Project Management Project Meetings One representative from SUBCONSULTANT will attend the following meetings. • Hanson/BergerABAM/Renton Meetings - Anticipated one every week(up to 20 meetings total) - Up to 1.5 hours per meeting(additional time included in fee for travel and other administrative items related to the meeting) • Sound Transit Coordination Meetings - Anticipated one per three weeks(up to eight meetings total) - Up to 1.5 hours per meeting(additional time included in fee for travel and other administrative items related to the meeting) • Fiber Optic Coordination Meetings - Anticipated one every two weeks(up to 14 meetings total) - Up to 1.5 hours per meeting(additional time included in fee for travel and other administrative items related to the meeting) • BNSF 3rd Main Coordination Meetings - Anticipated one every four weeks (up to 6 meetings total) - Up to 1.5 hours per meeting(additional time included in fee for travel and other administrative items related to the meeting) Respond to Value Engineering Exercise SUBCONSULTANT has included up to 40 hours reviewing and responding to comments resulting from the VE exercise. SUBCONSULTANT, as a current member of the design team,is not a participant to the VE exercise. Scope of Work BergerABAlvf/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 8 Deliverables) ■ Meeting notes and follow-up actions as agreed to at meetings Total Task 305 Cost=$33,952.00 Task 310-60 percent Submittal to BNSF SUBCONSULTANT will prepare 60 percent submittal documents for review by BNSF in accordance with the BNSF Guidelines for Grade Separation Projects (1/24/2007). SUBCONSULTANT has allowed for up to 30 working days(six calendar weeks) review time by BNSF in accordance with Guidelines Table 3-2. The 60 percent submittal will include the following elements as required by Guidelines,Part 3 for Underpass Structures. • Applicant response to railroad review comments on the 30 percent submittal. The 60 percent submittal shall reflect 30 percent review comments • Design plans and calculations including superstructure and substructure details,bearing details, deck and waterproofing details,miscellaneous bridge details, and structural calculations • Geotechnical reports(by Shannon&Wilson). SUBCONSULTANT will review available geotechnical reports (provided by Shannon&Wilson) and will provide copies to BNSF with the 60 percent submittal. • Project specifications and/or special provisions,including railroad coordination requirements • CONSULTANT will develop the BNSF 60 percent drainage report • SUBCONSULTANT will review the 60 percent drainage report and provide a copy to BNSF • Shoofly design plans and alignment data • Detailed construction phasing plans Prepare Probable Costs of Construction Statements of probable cost are not specified in the BNSF submittal requirements;however, SUBCONSULTANT will prepare probable costs of construction for the BNSF Bridge and shoofly for 60 percent submittal. Fiber Optic Coordination and Concept Drawing As indicated in the Project Meetings section, SUBCONSULTANT will participate in regular coordination meetings for the fiber optic line with the Sound Transit Tukwila Station design team(led by KPFF),BNSF ST2 3rd Main design team(led by JL Patterson),BNSF Public Projects, and BNSF Telecommunications. SUBCONSULTANT will provide concept drawings (plan and profile) for one potential fiber optic relocation alternative consisting of a duct bank Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 9 within the proposed roadway slab. The concept drawings(plan and profile) will be provided for the 60 percent submittal. Easement Areas General Plan and Schedule SUBCONSULTANT will prepare a general plan(not a PLS-stamped drawing)of proposed easements,both temporary and permanent,that will be needed for construction of the Strander Boulevard grade separation. This drawing will be created from property lines showing on base maps provided by others. SUBCONSULTANT will also provide a schedule in MS Project format for temporary easement areas within the BNSF ROW that will be needed for construction of the Strander Boulevard project.These items will be provided to BNSF by or before the 60 percent submittal. Not included: SUBCONSULTANT will not provide survey or property boundary line determinations as part of this effort. Legal descriptions and PLS-stamped easement exhibits will be provided to BNSF by CONSULTANT for incorporation in the C&M exhibit. Deliverable(s) ■ 60 percent BNSF submittal Total Task 310 Cost=$123,511.00 Task 315-100 percent Submittal to BNSF SUBCONSULTANT will prepare 100 percent submittal documents for review by BNSF in accordance with the BNSF Guidelines for Grade Separation Projects (1/24/2007). SUBCONSULTANT has allowed for up to 20 working days(four calendar weeks)review time by BNSF in accordance with Guidelines Table 3-2. The 100 percent submittal will include the following elements as required by Guidelines,Part 3 for Underpass Structures. • Applicant response to railroad review comments on the 60 percent submittal • Revisions to plans and calculations as dictated by review of the 60 percent submittal • Geotechnical reports(by others). SUBCONSULTANT will review available geotechnical reports(provided by others) and will provide copies to BNSF with the 100 percent submittal • Project specifications and/or special provisions,including railroad coordination requirements • CONSULTANT will develop the 100 percent BNSF drainage report • SUBCONSULTANT will review the 100 percent drainage report provided by CONSULTANT and provide a copy to BNSF • Shoofly design plans and alignment data Scope of Work BergerABATM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 10 ■ Detailed construction phasing plans Prepare Probable Costs of Construction Statements of probable cost are not specified in the BNSF submittal requirements;however, SUBCONSULTANT will prepare probable costs of construction for the BNSF Bridge and shoofly for 100 percent submittal, and for revisions due to geotechnical changes. Fiber Optic Coordination and Concept Drawing As indicated in the Project Meetings section,SUBCONSULTANT will participate in regular coordination meetings for the fiber optic line with the Sound Transit Tukwila Station design team(led by KPFF),BNSF ST2 3rd Main design team(led by JL Patterson),BNSF Public Projects, and BNSF Telecommunications. SUBCONSULTANT will provide concept drawings (plan and profile) for one potential fiber optic relocation alternative consisting of a duct bank within the proposed roadway slab. The concept drawings (plan and profile)will be provided for the 100 percent submittal. Shoring Design for Utility Bridge As described in Key Understandings,third bullet,SUBCONSULTANT will prepare the shoring design and shoring design calculations for three utility bridges. CONSULTANT will develop designs for these bridges. SUBCONSULTANT will review these designs and submit them to BNSF. Revisions due to Geotechnical Changes Our proposal includes one revision to the 100 percent drawings for geotechnical changes, as described in Key Understandings,9th bullet.This includes revisions to the statement of probable cost as described in Prepare Probable Costs of Construction. Deliverable(s) ■ 100 percent BNSF submittal Total Task 315 Cost=$174,475.00 Task 320 -Advertisement, Bid,and Award Support Provide design support during advertisement,bid, and award phase. Bidding support includes • Preparing agenda items for the BNSF bridge and shoofly • Attending the pre-bid meeting • Reviewing RFIs and responding via addenda • Preparing bid tabulations for the BNSF Bridge and shoofly Scope of Work BergerABAIM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 11 Deliverable(s) ■ As stated above Total Task 315 Cost=$9,723.00 TASK 400-GEOTECHNICAL ENGINEERING These services include geotechnical explorations,testing, and recommendations in forms of geotechnical design memoranda required for the project. Geotechncial memorandum will include geotechnical design recommendations for the design and construction of the BNSF bridge and associated shoring, the BNSF shoofly,BNSF shoofly bridges and associated shoring, the Strander roadway,retaining walls along the Strander Roadway, and dewatering systems for construction dewatering and for"permanent" groundwater dewatering. Specific tasks are as follows. Task 405 - Evaluate Geotechnical Issues Associated with Underpass Section Under this task,Shannon&Wilson will use existing site explorations along the underpass to evaluate engineering soil properties using the Standard Penetration Test N-values,published correlations, and laboratory consolidation test results to provide design and construction recommendations for the underpass section,including lateral pressures,tieback/deadman design parameters,modulus of vertical subgrade reaction, and other geotechnical parameters required for the design. This task also includes efforts to provide technical memoranda and parameters for Shoring design • Tieback ground anchors for shoring • BNSF Bridge foundations • Shoofly embankment construction • Shoofly embankment settlements over utilities with and without bridges at these locations • Shoring associated with the construction of utility protection bridges • Strander roadway design • Design of retaining walls along the Strander roadway • An allowance for undefined geotechnical inputs to respond to third party queries and designer issues Deliverable(s) o Geotechnical design reports for - Strander Boulevard Underpass Phase II - BNSF Shoofly Embankment Total Task 405 Cost=$72,896.00 Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 12 Task 410 - Prepare Dewatering Memorandum Under this task, Shannon&Wilson will document our analyses,conclusions, and recommendations in a draft memorandum for review by the project team and final memorandum incorporating comments from the City of Renton and the design team. The memorandum will address the following elements of the project. ■ Describe project and dewatering requirements - Collect existing data: in-house reports,maps,Department of Natural Resources geologic database,Department of Ecology well logs ■ Develop conceptual dewatering model Characterize hydrogeology based on review of existing data Estimate soil/dewatering parameters based on boring logs, grain sizes, and previous slug testing Estimate range of dewatering discharge and recharge rates e Evaluate different dewatering system configurations for systems - Evaluate system(s)utilizing sheetpile/solider pile cutoff systems - Evaluate system(s)without cutoff walls o Identify Dewatering Issues - Evaluate potential for settlement from dewatering, including assessment of Metro sewer pipe and BP fuel lines - Discuss contaminant mobilization - Discuss dewatering discharge options and evaluate ways to route dewatering effluent for the east side of construction to the proposed infiltration pond o Identify appropriate dewatering technologies for dewatering system configurations - Discuss well configurations,including low-flow pumps - Discuss power supply - Provide examples of typical dewatering well schematics - Provide preliminary design of well screens,filter packs,pipe friction losses, and pump sizing ■ Develop Dewatering Specifications - Prepare draft dewatering specifications Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 13 - Meet with Project Team - Incorporate project team's issues into specifications Deliverable(s) ■ Dewatering memorandum and inputs to dewatering specifications Total Task 410 Cost=$26,917.00 Task 415 - Construct Pumping Test Wells and Conduct Dewatering Pumping and Recharge Tests This task includes drilling two borings to an approximate depth of 150 feet,or at least 15 feet into glacial soils,and one boring to an approximate depth of 60 feet, and constructing one large- diameter pumping test well 60 feet deep. Sixty-foot-deep observation wells used for the dewatering pumping test will be installed in three borings. S&W's proposed tasks are as follows. 1. Meet with the project team to review project effort and select optimum location for dewatering pumping test well to maximize potential for use in final dewatering system. 2. Retain a drilling subcontractor for well construction, test pumping, and trench excavation. 3. Clearing to provide drill rig access to the BNSF ROW would be accomplished using a skid steer with a brush cutting ttachment. Cleared vegetation would be left on the g g cities of Renton and Tukwila ROW,immediately east and west of the BNSF ROW, respectively. 4. Monitor construction of a 24-to 30-inch-diameter pumping well with a 12-inch-diameter casing and screen,located to serve as a dewatering well during construction. 5. Monitor construction of 6-to 8-inch-diameter observation wells with 2-inch-diameter casings and screens. 6. A BNSF flagger may be required for up to about eight days during brush clearing at MW 1 MW-3 and PW-1 and durin g drillin g at all four wells. 7. Obtain soil samples from pumping and observation wells at approximately 5-foot intervals for characterizing subsurface conditions. 8. Take soil samples from the bottom of the infiltration trench. 9. Perform sieve analyses on nine samples to develop grain size distribution curves upon which to base test pumping rates and estimate permeabilities at individual well locations. 10. Assist survey(by others)of wellhead elevations and locations. Scope of work BergerABAM/FAMT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 14 11. Upon completion of the work,complete wells with security enclosures to allow use during construction. This task includes a 4-hour pretest pumping scenario,a 24-hour pumping test, a 24-hour recovery test, and a 24-hour infiltration test. S&W's scope of work includes the following effort. 1. Install transducers and data loggers in all the wells and the infiltration pit. 2. Monitor installation and operation of the test pumping equipment and test discharge rates. 3. Conduct a pre-pumping test to confirm the long-term pumping rate for the 24 hour dewatering pumping test. Assumption that groundwater can be discharged on site for tests. 4. Monitor the pumping and recovery tests, and manually check groundwater drawdown and recovery. Toward the end of the pumping test, collect groundwater samples from the discharge and conduct biological reaction tests(i.e.,iron,hydrogen sulfide,nitrate, and slymeTM test for slime) to determine potential for well plugging during construction dewatering. S&W will also analyze the discharge for common organic and mineralogic parameters(i.e.,phosphate, zinc, arsenic,total hydrocarbons, and volatile organic compounds) that might impact discharge to storm or wastewater sewers in the event on-site recharge is not feasible. Refine Dewatering Parameters Under this task, S&W will refine the controlling factors influencing dewatering flows and impacts. Their proposed scope is as follows. 1. Analyze the pumping test data to determine transmissivity, storativity, permeability/hydraulic conductivity, and radius of influence. 2. Develop a revised conceptual dewatering model for the proposed unshored excavation and shoring system alternatives, assuming groundwater will be lowered to 3 feet below the proposed excavation. 3. Meet with the project team to confirm dewatering requirements (i.e., dewatered area, perimeter, depth, etc.)prior to our analyses. Refine Estimate of Dewatering and Recharge Flows Under this task, S&W will recalculate potential construction dewatering flows based on a probable range of hydraulic conductivities based on the pumping test data using analytical and/or computer models(i.e.,MODFLOW, Excel Interference,etc.)for the conceptual dewatering model developed in Task 3. We will also evaluate the potential for dewatering discharge disposal and estimate the size of the infiltration pond necessary to accommodate long-term dewatering. Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension Februa ry 2011 City of Renton Exhibit A Page 15 i Identify Appropriate Dewatering Technologies Under this task,we will identify which dewatering technologies (i.e.,pumped wells,vacuum wellpoints,eductors,etc.) appear most suitable for the proposed excavation and potential dewatering issues related to lowering the groundwater table. S&W's proposed tasks are as follows. 1. Recommend dewatering approaches suitable for construction and provide an outline of basic system elements(i.e.,conceptual well design,potential well yields,well/wellpoint spacing,etc. 2. Meet with the project team to discuss the recommended approach and general construction and shoring approaches. 3. Develop costs for dewatering system installation and operation. 4. Tailor owner/engineer's standard dewatering specifications for inclusion in contract documents. Schedule for Preliminary Dewatering Evaluation 1. Prepare draft preliminary dewatering evaluation report four weeks from notice to proceed. 2. Meet with project team to discuss findings and recommendation presented in the draft preliminary dewatering report. 3. Prepare final draft preliminary dewatering evaluation two weeks after receipt of comments on draft preliminary dewatering evaluation report. Schedule for Final Dewatering Evaluation 1. Assume three weeks to obtain access/right-of-entry permits. Begin field explorations within two weeks of obtaining entry permits. 2. Depending on the availability of the driller,S&W anticipates approximately three weeks will be needed to complete the well drilling and dewatering pumping tests. 3. Perform analyses and submit draft final dewatering report within three to four weeks of completion of the pumping and infiltration tests. 4. Submit final reports within two weeks of receipt of the City of Renton and project team comments. Based on the above schedule,S&W anticipates approximately a total of 12 to 15 weeks for completing the project. Deliverable(s) ® Geotechnical design report updates(memorandum)with results from additional geotechnical explorations and dewatering pump tests Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 16 i Total Task 415 Cost= 7 $ 9,759.00 Task 420 - Excavate,Observe, Pump Down,and Partially Backfill Infiltration Trench An excavator capable of digging to 20 feet below grade will be mobilized to the site. A loader will also be mobilized to support soil stockpiling and soil backfilling. Up to about 250 linear feet of temporary construction fencing will be supplied, as needed,if the excavations are to remain open overnight. A trash pump capable of removing about 100 gallons per minute from the trench bottom will be supplied. The trench will be excavated to a maximum of about 20 feet deep,about 3 to 8 feet wide, and about 100 feet long. The trash pump will be used to control groundwater inflow to the excavation;S&W assumes that the discharge can be placed on the ground nearby, without the need for a settling tank or permits. Upon completing the trench excavation and discharge rate monitoring,fencing will be installed around the trench. We anticipate that the trench will be backfilled and bucket-compacted,probably on the following day, to a depth of about 3 feet,when the fencing will be removed. The trench will later be used for infiltration of the pumping test discharge water. Excess spoils will be left on site. The location of the trench will be on City of Tukwila property, at a location agreed to by City of Tukwila personnel. Deliverable(s) ■ Geotechnical design memorandum providing results derived from test trench Total Task 420 Cost=$17,359.00 Task 425 -Advertisement, Bid,and Award Support Provide geotechnical and construction dewatering support during advertisement,bid, and award phase. Deliverable(s) ■ Responses to geotechnical bid queries Total Task 425 Cost=$7,069.00 TASK 500-CIVIL/STRUCTURAL ENGINEERING These services include civil and structural design for the roadway,roadway boat section, storm drainage,pump station,water quality and detention pond, and illumination. This design also includes staging, site preparation, and temporary erosion control for the entire project. A list of drawings that were used as a basis for this scope of work is shown in Attachment A-1 to this Exhibit. This task also includes an allowance for design verification surveys. These services include development of submittals for the City of Renton,City of Tukwila, Sound Transit, and utility owners. Development of project cost estimates and of project design and/or construction schedules associated with these submittals are included in this task. This task also includes development of exhibits and review of engineering content to support acquisitions of ROW purchases,easements,license agreements for both temporary construction and construction access, and the boundary line adjustment. Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 17 Task 505 - Field Verification Survey Task includes on-call survey work to pick up 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). Deliverable(s) ■ - Ties to BNSF track stations;elevations for top-of-rail along BNSF tracks at key data points; vertical clearance to OH power wires;ties to project control monuments Total Task 505 Cost=$20,649.00 Task 510 - Roadway Design This task includes development of the design and drawings for the Phase H Strander Boulevard from the Naches Avenue Intersection to the southwest quadrant of Sound Transit property on the north side of the Strander Boulevard ROW. This task also includes development of exhibits and review of engineering content to support ROW acquisitions. This task also includes preparation of documents for utilities in efforts to gain concurrence of utility owners with features of the project at/near to their utilities. Deliverable(s) ■ Roadway designs and plans;TESC plans,paving plans,illumination plans, fiber optic relocation designs and plans,ROW exhibits Total Task 510 Cost= $209,620.00 Task 515 - Utilities CONSULTANT will coordinate mitigation of the impacts with the utility owners. In coordination with the owners,potential mitigation solutions will be determined and evaluated. CONSULTANT, in coordination with the owners,will determine the preferred mitigation and will estimate the cost for that mitigation. CONSULTANT 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 and pond excavation over PSE buried power lines • BNSF shoofly crossing under PSE overhead power lines Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 18 0 • Deliverable(s) ■ Documents and exhibits for coordination with PSE,BP, King County Metro, and Seattle Public Utilities Total Task 515 Cost=$20,600.00 Task 520 -Storm Drainage 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-built 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 V=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 ■ Downstream and upstream analysis a Runoff/detention calculations ■ Water quality computations ■ Cost estimate Deliverable(s) © Stormwater report;stormwater designs and plans;pond designs and plans Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 19 • Total Task 520 Cost=$67,030.00 Task 525 - Pump Station The Strander Boulevard project includes a stormwater/groundwater pump station as part of the necessary improvements. The City of Renton will be involved in the operation and maintenance of this pump station. The proposed pump station will consist of a building to house the proposed electrical, control and telemetry equipment and standby generator with a sub-base fuel tank. CONSULTANT will provide the following 1. Pump station design requirements 2. Pump station building design 3. Cutsheets and information for all equipment requiring electrical power or control included as part of BergerABAM design 4. Site plans and site x-refs in AutoCADO DWG format 5. Mechanical plans and model in AutoCADO DWG format 6. Structural plans and model in AutoCADO DWG format 7. Proposed utility power service to the site and coordination with PSE 8. Proposed electrical equipment,including a utility meter,main service disconnect switch, and a motor control center with pump motor starters,lighting transformer, and single phase panelboard 9. Proposed standby emergency generator system with sub-base diesel fuel tank, automatic transfer switch,manual transfer switch, and portable generator receptacle 10. Automatic control system including a telemetry panel,instrumentation and radio communication equipment. Deliverable(s) • Mechanical/Structural - Equipment cutsheets and information for all equipment design by BergerABAM. - Site plan and site x-refs in AutoCADO DWG format. - Mechanical drawings and models in AutoCADO DWG format. - Structural drawings and models in AutoCADO DWG format. - Final complete bid set of drawings and specifications. • Electrical - Design Plans and Technical Specifications suitable for bidding. Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 20 - Engineer's construction cost estimate - Ad Set of Plans and Technical Specifications-This set of documents will be developed after receipt of comments from the City of Renton on above set of design plans - One PDF set of addenda material(up to two addenda) Total Task 525 Cost=$108,938.00 Task 530 -Structural This task includes development of designs and drawings for utility bridges crossing the Metro sewer line and the BP fuel pipelines. This task also includes development of designs and drawings for tied-back sheetpile retaining walls parallel to the BNSF Bridge abutments along each corner of the bridge. Deliverable(s) ■ Structural designs and plans Total Task 530 Cost=$144,960.00 Task 535 - Construction Staging&Schedule This task includes development of staging drawings,bidding scope drawings, and estimated construction timelines for the project. Deliverable(s) e g an scope Staging d plans;estimated construction schedules g Total Task 535 Cost=$35,780.00 Task 540 - 60 percent Submittal 60 Percent Submittal-This submittal will include the following. g • Two hard copies of plans in 11 x 17 size P • One hard copy of outline specifications • One hard copy of construction cost estimate • One hard copy of construction schedule • Electronic copies will also be posted on CONSULTANT's ftp site for access to others as follows. - One PDF file of plans One PDF file of outline specifications - One PDF File of construction cost estimate - One PDF File of construction schedule - One MS Project file of construction schedule Deliverable(s) ■ 60 percent plans submittal and 60 percent cost estimate Scope of Work BergerABAiM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 21 Total Task 540 Cost=$16,533.33 Task 545 - 90 percent Submittal 90 Percent Submittal-This submittal will include the following. • Two hard copies of plans in 11 x 17 size • One hard copy of outline specifications • One hard copy of construction cost estimate • One hard copy of construction schedule • Electronic copies will also be posted on CONSULTANT'S ftp site for access to others as follows. - One PDF file of plans - One PDF file of outline specifications - One PDF File of construction cost estimate - One PDF File of construction schedule - One MS Project file of construction schedule Deliverable(s) ■ 90 percent plans,specifications, and estimates Total Task 545 Cost=$39,119.33 Task 550 - Final Plans,Specification &Estimates PS&E Submittal • Two hard copies of plans in 11 x 17 size • One hard copy of outline specifications • One hard copy of construction cost estimate • One hard copy of construction schedule • Electronic copies will also be posted on CONSULTANT'S ftp site for access to others as follows. - One PDF file of plans - One PDF file of outline specifications - One PDF File of construction cost estimate - One PDF File of construction schedule - One MS Project file of construction schedule Deliverable(s) e Final plans,specifications, and estimates Total Task 550 Cost=$39,119.33 Task 555 - Design Support during Advertisement Services under this task include support to the City during project ad,bid,and award. This support includes leading prebid conference,responding to questions during bidding, assistance Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 22 r 0 in evaluating bids, and providing recommendations as requested regarding award of construction contract. These services conclude upon award of the project to the successful construction contractor. Deliverable(s) ■ Responses to bid questions;leading discussion at pre-bid meeting Total Task 555 Cost=$6,296.00 Task 600 - RIGHT-OF-WAY ACQUISTIONS This task includes.securing and certification of the ROW needed to construct the project as described below. ROW acquisitions include parcel or partial parcel purchases,permanent access and/or utility easements,temporary construction easements, and/or temporary access easements. Included in these services are securing title reports, development of an updated PLS base map boundary survey, development of ROW plans, obtaining property appraisals and property review appraisals, developing a BLA between the City of Renton and The Boeing Company for land adjacent to the east BNSF ROW boundary between Strander and the BNSF signal bungalow located along the track near the bank of America parcel, and assisting the City in securing ROW certification from WSDOT. Task 605-Title Reports CONSULTANT will secure title reports. The First American Title Insurance Company will be used to secure these title reports. Charges from First American will be a direct nonsalary cost. Deliverable(s) o Title reports for parcels listed in Task 615 below Total Task 605 Cost=$23,680.00 Task 610 - ROW Plans CONSULTANT will develop ROW plans for the project. ROW plans will define properties and/or permanent easements sought to be acquired and will identify temporary construction easements and temporary construction access easements using dimensions and bearings from lot boundary lines. Deliverable(s) o ROW plans Total Task 610 Cost=$33,060.00 Task 615 - Boundary Line Survey Understandings and Assumptions The survey team will provide survey support for the project and will provide a parcel boundary base map from which ROW plans will be prepared. Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 23 During the year of 2003,Perteet,Inc.performed land surveying and topographic mapping in conjunction with this project. A project-wide control survey was performed as a task element. In particular, the control surveys conducted for this project included datum control surveys, premarks for aerial photogrammetry, ground control for topographic completion surveys and control surveys for road and railroad ROWS, and for parcel boundary calculations. Datum control surveys were based on the Washington State Plane Coordinate System(WSPCS),North Zone (NAD 83/91)for horizontal datum, and for elevations,the North American Vertical Datum (NAVD 88). Based on field located monumentation,between August, 2003 and January, 2004,base maps retracing street and railroad ROW and parcel boundaries were computed to "survey level accuracy." Since that time, land use actions have altered 2003 computed boundaries,most notably,that area lying southerly of Southwest 27th Street and the new western terminus of Southwest 27th Street where the new Strander alignment will tie in and the potential north-south swaths where the shooflies may occur. In addition,the land owned by the City of Renton,known under Tax Lot No. 2523049019,has not been previously surveyed. It is assumed most of the existing survey is still useable;however,there will be need for additional survey during this contract. Boundary Line Survey The following 22 King County tax lot parcels comprise the below described scope of services. ■ 2523049087 x 0886700090 e 0005800020 a 0886700100 0 2523049006 ■ 0886700380 ■ 2423049034 ■ 0886700160 0 0005800017 ® 0886700150 ■ 2423049137 ■ 0886700190 ® 0886700050 0 0886700180 ■ 0886700070 ■ 2523049019 0 0886700270 ■ 2523049022 ® 0886700280 0 0005800007 ■ 0886700300 The Washington State Plane Coordinate System(WSPCS), North Zone(NAD 83/91) for horizontal datum will continue to be utilized. It is not the intent of this base map boundary survey to show proposed project acquisition areas and easements to be prepared in order to accommodate project needs. Scope of Services The 2003 parcel and ROW base map will be updated to reflect placement of street and railroad ROW margins and parcel boundaries as they exist as of the date of this attachment. Scope of Work Berg rABAM/FAPWT-09-175 Strander Boulevard Extension February 2011 City of Renton Exhibit A Page 24 • Project management,project oversight and control and coordination with client • Research land use action records and parcel deeds • Recover project control coordinates and establish additional control for the survey for use of revised and new parcel boundary control • Traverse through controlling monuments if not previously surveyed ■ Edit and process survey control • Analyze latest recorded land use actions (i.e. a binding site plan) and/or latest deed of record for each parcel listed above. Compare existing base map lines and geometry for conformance with plats and/or deeds • Review title report for each parcel listed above and plot easements of record, if plottable • Recompute revised parcel lines,or rights of way and add Tax Lot Parcel No.2523049019 to the base map • Prepare an updated base map boundary survey on 24- by 36-inch title block sheets usin g AutoCAD and Carlson software, at an appropriate scale to include street ROW margin lines, railroad ROW margin lines,parcel boundary lines.and field located controlling monumentation,to be used by Berger ABAM for the preparation of ROW plans. Deliverable(s) • Up to 10 signed and sealed paper copies of the updated base map described above • A scanned .pdf of the signed and sealed basemap • An unsigned AutoCAD electronic drawing file Total Task 615 Cost=$34,671.00 Task 620 - Boundary Line Adjustment A BLA application, subject to the requirements set forth by City of Renton"Submittal Requirements for Lot Line Adjustment" as attached and known as Exhibit B,will be prepared for and between Project Parcel No.9 (Tax Lot 0886700270), Project Parcel No. 10(Tax Lot No. 0886700280) and Project Parcel No. 11 (Tax Lot No. 0886700300), all owned by the Boeing Corporation and Project Parcel No 21 (Tax Lot No.2523049013), owned by the City of Renton. The survey team will provide a "Lot Line Adjustment Plan" shown as Item No. 8 on Exhibit B, "Topography Map" shown as Item No. 11 on Exhibit B, and "Calculations" shown as Item No. 15 on Exhibit B. Note that a City(and state) requirement is that rebar and cap monuments are to be set in the field at adjusted boundary locations. While the City has to approve a BLA action, this approval and subsequent recording of the BLA does not alone transfer ownerships.Therefore, also included, although not required for City Scope of Work Berg erABAM/FAPWT-09-175 Strander Boulevard Extension January 2011 City of Renton Exhibit A Page 19 BLA approval, is the preparation of legal descriptions of those areas being transferred from one ownership to another. Actual conveyance of transferred lands does not occur until these deeds are recorded. Perteet will require receipt of an AutoCAD drawing file containing revised lot lines. CONSULTANT will provide the following. ■ Materials or waivers to Item Nos. 1 through 7,9, 10, and 12 through 14 as shown on attached Exhibit B ■ Application and recording fees ■ Procurement of owner signatures ■ Submittal of BLA application to City of Renton ■ Preparation of deeds transferring lands by and between the Boeing Corporation and the City of Renton Assumptions ■ The Washington State Plane Coordinate System(WSPCS), North Zone(NAD 83/91) for horizontal datum will continue to be utilized. Deliverable(s) • Ten paper copies of the "Lot Line Adjustment Plan," subject to applicable State Statutes, for submittal to the City of Renton,drawn at a 1 inch=40 foot horizontal scale on an 18 inch x 24 inch plan sheet(s). • One Mylar of the City approved "Lot Line Adjustment Plan" suitable for recording. • Legal descriptions of those lands being transferred between ownerships. Total Task 620 Cost=$8,918.00 Task 625 -Title Review o Review up to 21 title reports provided by CONSULTANT Deliverable(s) e Examined encumbrances,easements, and other recorded matter Research e Determine roles and responsibilities of impacted parties and which entity will be conveying the necessary property rights to allow certification of the ROW Meetings and Coordination e Attend up to four meetings with Sound Transit,City of Renton, and City of Tukwila Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension January 2011 City of Renton Exhibit A Page 20 General Administrative Support • Initial project set up • Maintain project files • Provide a monthly progress report and invoices Deliverable(s) ■ Monthly progress reports and invoices Total Task 625 Cost=$23,012.00 Task 630 - Property Acquisitions Assumptions: the following scope assumes the following. 1. City of Tukwila-Parcel is already certified and fee will be donated to City of Renton 2. Sound Transit-Parcel will be donated to City of Renton 3. The Boeing Company-TCEs will be donated to City of Renton 4. Land swap will happen after the project is built. It is also assumed that the C&M Agreement between BNSF Railway Company and City of Tukwila contains language relating to the securing of a permanent easement over the parcel adjacent to the Bank of America parcel to the south 5. Title review will be limited to any interest that needs to be included in the TCEs and/or Deeds for City of Tukwila parcel and land swap parcel Appraisals and Appraisal Reviews e Order/coordinate up to two appraisals and appraisal reviews. The Boeing Company parcel adjacent with the Bank of America parcel will require an appraisal and review for a land swap. An appraisal and review will also be needed for the City of Renton parcel west of the Bank of America parcel and east of the BNSF easterly ROW. Deliverable(s) ■ Up to two appraisals and appraisal reviews Sound Transit TCE&Fee Donation n Coordinate with Sound Transit for a temporary construction easement and for a partial fee donation on the south end of the subject property. Deliverable(s) Fully executed documents conveying Sound Transit's interest in the subject properties to the City of Renton. The Boeing Company Easements e Negotiate with Boeing for various access easement donations over the property immediately east of BNSF's easterly ROW. Scope of Work BergerABA-Wt FAPWT-09-175 Strander Boulevard Extension January 2011 City of Renton Exhibit A Page 21 Deliverable(s) ■ Fully executed documents conveying Boeing's interest in the subject properties to the City of Renton City of Tukwila Property Rights ■ Coordinate with City of Tukwila for property rights,which will be conveyed to the City of Renton via donation. Deliverable(s) ■ Fully executed documents conveying Boeing's interest in the subject properties to the City of Renton City of Renton Coordination ■ Meet with the City of Renton up to five times to discuss various acquisition statuses and discuss any problems or concerns. Deliverable(s) ■ Project clarification and ensuring the project deadlines are met BNSF Railway Utility Relocation Coordination ■ Coordinate with BNSF Railway Company regarding utility relocation and attend up to two meetings with the assumption that utility related activities,costs,etc.,will be negotiated between CONSULTANT,City of Renton, and BNSF Railway Company. Deliverable(s) ■ Fully executed documents conveying BNSF's interest in the subject properties to the City of Renton Seattle Public Utilities Pipeline Agreement ■ Negotiate a crossing agreement over Seattle Public Utilities fee owned pipeline ROW. Deliverable(s) ■ Fully executed documents conveying Seattle Public Utilities' interest in the subject properties to the City of Renton Facilitate Closings ■ Coordinate recording of donated instruments. Recording and any escrow expenses will be paid for by the City of Renton. Any closing documentation will be prepared by HDR and approved by the City of Renton. HDR will coordinate with First American Title on up to two closings through escrow. HDR will provide closing binders on all transactions. Deliverable(s) • Marketable title to the City of Renton for any interest conveyed by respective parties of interest • Closing binders to be used in connection with the certification of the ROW by WSDOT Scope of Work BergerABA2vl/FAPWT-09-175 Strander Boulevard Extension January 2011 City of Renton Exhibit A Page 22 J Total Task 63 C s = 0 o t $58,125.00 TASK 700-VALUE ENGINEERING STUDY Certain funding sources require that projects with high capital costs be subject to a VE Study. This study will involve a three-day study by a panel of experienced engineers and a cost estimator under the tutelage of a VE facilitator. This study and panel will focus on ways of achieving project objectives at a reduced cost. Members of the consultant project design team will not be panel members. These VE services are included in this task. Services to be provided by the CONSULTANT Design Team. 1. Work with CITY to select the Value Engineering Team members for the VE Study. 2. Establish the schedule for the VE Study. 3. Provide for the presentation of the input information(project briefing) to the VE Team during the Investigation Phase of the Study on the first day.Identify the primary features, issues, drivers,constraints, and assumptions associated with the development of the project, and the expectations for the VE Study. 4. Provide for the VE Team the design documentation including,but not limited to: site data,proposed new roadway design,right-of-way requirements, traffic information, structural requirements,and other important documentation and information. 5. Provide the location,facilities, and equipment to accomplish the VE Study and Presentation,including an easel.and flipchart for the VE Study facilitator. 6. Provide for a field review of the project by the Team, during the Investigation Phase of the Study including transportation to and from the site.It is desirable to use a van that can accommodate all of the Team members,if possible. 7. Provide technical support and coordination for the VE Team during the Study. The CONSULTANT shall provide the following input information or initial engineering for the VE study.Some of the information may not be available depending on the status of project development and some of the information may not be needed depending on the type of project. • Written project briefing summary for the VE Team(two to four pages normally) • Summary of project characteristics • Environmental Reports • Topographic maps, aerial photos • Design drawings for proposed improvements • Design Standards or criteria for roadway(city street) design • Soils or Geotechnical Reports,in-situ site information • Major utilities inventory,if necessary Scope of Work BergerABA1V1/FAPWT-09-175 Strander Boulevard Extension January 2011 City of Renton Exhibit A Page 23 • Stormwater Technical Information Reports • Right-of-way (site)plans • Quantities/Calculations if appropriate • Cost Estimate for proposed improvements • Construction dates Services to be provided by Value Engineering CONSULTANT. 1. Provide guidance and information as necessary to assist in the preparation for the VE Study (by correspondence,telephone, or FAX). 2. Provide team leadership for the VE Study.Organize and assist in the oral presentation of the Findings and Recommendations of the VE Team. Deliverable(s) • VE Summary Report and Study Workbook • Documentation of the Team actions and recommendations. • Final Report and Workbook to the CITY within eight weeks following completion of the VE Study. Total Task 700 Cost=$52,194.00 TASK 800 - DESIGN CONSTRUCTION SUPPORT SERVICES(CSS) This task provides an allowance for design CSSs. These services include efforts of project subconsultants. Services can include the following. • Develop conformed set of plans and specifications • Attend site meetings/conduct site visits • Review submittals • Respond to RFIs • Assist City of Renton with change orders • Develop record drawings It is recognized by both parties that efforts to provide services under this supplemental agreement can vary considerably from the allowance provided for this task. CONSULTANT will monitor total costs expended under this task and will notify the City when costs for this task have reached 75 percent of the allowed costs for this task. At that time, CONSULTANT will provide the City with an estimated amount to complete the work for this task. If CONSULTANT's costs for the remaining work under this task are estimated to be higher than the allowed for amount in this supplement, the remaining work above the allowed amount will not be performed without prior written authorization from the City,which shall not be unreasonably withheld. CONSULTANT shall have no obligation under this agreement to provide services for this task where the cost would exceed the authorized allowed for amount. Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension January 2011 City of Renton Exhibit A Page 24 �I Deliverable(s) ■ As stated above Total Task 800 Allowed For Cost=$194,786.00 MANAGEMENT RESERVE FUND A Management Reserve Fund is provided for the AGENCY to authorize additional funds to the AGREEMENT for allowable unforeseen costs, or reimbursing the CONSULTANT for additional work beyond that already defined in the Scope of Work. Such authorization(s) shall be in writing and shall not exceed the amount of$100,000.00. Scope of Work BergerABAM/FAPWT-09-175 Strander Boulevard Extension January 2011 City of Renton Exhibit A Page 25 i Page 1 of 8 3/1/2011 ATTACHMENT A-1 STRANDER BOULEVARD EXTENSION PROJECT-PHASE If PS&E DRAWING LIST Drawing Sheet Responsible BA Total Hanson Tota RH2 Total .BCE Total Total No No Drawin g Title Finn l 1 Title to Sheet erABAM r Be 1 g 1 G-2 2 Vicinty Map BergerABAM 1 1 G-3 3 Summary of Quantities BergerABAM 1 1 Sheet 1 Summary of Quantities G-4 4 Sheet 2 BergerABAM 1 1 Drawing Index G-5 5 Sheet 1 BergerABAM 1 1 Drawing Index G-6 6 Sheet 2 BergerABAM 1 1 G-7 7 Legend and Abbreviations BergerABAM 1 1 G-8 8 General Notes BergerABAM 1 1 Sheet 1 G 9 9 General Notes BergerABAM 1 1 Sheet 2 AL-1 10 Alignment Key Ma BergerABAM 1 1 AL-2 11 Alignment Layout Sheet 1 BergerABAM 1 1 AL-3 12 Alignment Layout BergerABAM 1 1 Sheet 2 ES-1 13 Easement Key Map BergerABAM 1 1 ES-2 14 Easement Layout BergerABAM 1 1 Sheet 1 ES-3 15 Easement Layout BergerABAM 1 1 Sheet 2 ES-4 16 Easement Layout BergerABAM 1 1 Sheet 3 ES-5 17 Easement Layout BergerABAM 1 1 Sheet 4 ES-6 18 Easement Layout BergerABAM 1 1 Sheet 5 ES-7 19 Easement Layout BergerABAM 1 1 Sheet 6 ES-8 20 Easement Layout BergerABAM 1 1 Sheet 7 ES-9 21 Easement Layout BergerABAM 1 1 Sheet 8 ES-10 22 Easement Layout BergerABAM 1 1 Sheet 9 CS-1 P3 Construction Staging BergerABAM 1 1 ISheet 1 CS-2 24 Construction Staging BergerABAM 1 1 Sheet 2 CS-3 25 Constriction Staging BergerABAM 1 1 Sheet 3 Construction Staging Fiber Optic Relocation CS-4 26 BergerABAM Sheet 1 1 1 CS-5 27 Construction Staging Fiber Optic Relocation BergerABAM 1 1 Sheet 2 CS-6 28 Construction Staging Fiber Optic Relocation BergerABAM 1 1 Sheet 3 TE-1 29 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 General Notes TE-2 30 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 Sheet 1 TE-3 31 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 Sheet 2 TE-4 32 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 Sheet 3 TE-5 33 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 Sheet 4 TE-6 34 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 Sheet 5 Site Prep and Temp Erosion Control Plans TE-7 35 Sheet 6 1 BergerABAM 1 1 0:\FederalWay\2009\FAPWT-09-175\ProjMgt\Contract Development\Feb-Mar 2011 Supplement No 4\Final\2-28-11 Drawing Lists Attch A-1.xIsmPS&E Drawing List Page 2 of 8 3/1/2011 ATTACHMENT A-1 STRANDER BOULEVARD EXTENSION PROJECT-PHASE 11 PS&E DRAWING LIST Drawing Sheet ` s a r Responsible BA Total Hanson Tota RH2 Total BCE Total Total No No DraHnng Title Fvm TE-8 36 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 Sheet 7 TE-9 37 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 Sheet 8 TE-10 38 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 Sheet 9 TE-11 39 Site Prep and Temp Erosion Control Plans BergerABAM 1 1 Sheet 11 TE-12 40 Site Prep and Temp Erosion Control Details BergerABAM 1 1 GR-1 41 Stage 1 Construction Grading Plan BergerABAM 1 1 GR-2 42 Stage 2 Construction Grading Plan BergerABAM 1 1 RS-1 43 Roadway Sections BergerABAM 1 1 Sheet 1 RS-2 44 Roadway Sections BergerABAM 1 1 Sheet 2 RS-3 45 Roadway Sections BergerABAM 1 1 Sheet 3 RP-1 46 Roadway Plan BergerABAM 1 1 Sheet 1 RP-2 47 Roadway Plan BergerABAM 1 1 Sheet 2 RP-3 48 Roadway Plan BergerABAM 1 1 Sheet 3 RP-4 49 Roadway Plan BergerABAM 1 1 Sheet 4 RP-5 50 Roadway Profile BergerABAM 1 1 Sheet 1 RP-6 51 Roadway Profile BergerABAM 1 1 Sheet 2 RP-7 52 Roadway Details BergerABAM 1 1 PV-1 53 Paving Plan BergerABAM 1 1 Sheet 1 PV-2 54 Paving Plan BergerABAM 1 1 Sheet 2 PV-3 55 Paving Plan Sheet 3 BergerABAM 1 1 UT-1 56 Overall Composite Utility Plan BergerABAM 1 1 UT-2 57 Utility Relocation Plan BergerABAM 1 1 Sheet 1 UT-3 58 Utility Relocation Plan BergerABAM 1 1 Sheet 2 UT-4 59 Utility Relocation Plan BergerABAM 1 1 Sheet 3 UT-5 60 Utility Relocation Details BergerABAM 1 1 ISheet 1 UT-6 61 1 Utility Relocation Details BergerABAM 1 1 Sheet 2 WA-1 1 62 Waterline Extension Plan and Profile BergerABAM 1 1 Sheet 1 WA-2 63 Waterline Extension Plan and Profile BergerABAM 1 1 Sheet 2 SD-1 64 Drainage Plan BergerABAM 1 1 Sheet 1 SD-2 65 Drainage Plan BergerABAM 1 1 Sheet 2 SD-3 66 Drainage Plan BergerABAM 1 1 Sheet 3 SPA 67 Drainage Profile BergerABAM 1 1 Sheet 1 SP-2 68 Drainage Profile BergerABAM 1 1 Sheet 2 DR-1. 69 Pond Plan BergerABAM 1 1 DR-2 70 Pond Sections BergerABAM 1 1 DR-3 71 Drainage Details Ber erABAM I 1 1 PS-1 72 Storm Pump Station BergerABAM 1 1 Design Data 0:\FederalWay\2009\FAPWT-09-175\ProjMgt\Contract Development\Feb-Mar 2011 Supplement No 4\Final\2-28-11 Drawing Lists Attch A-1.xlsmPSi£E Drawing List 0 • Page 3 of 8 3/1/2011 ATTACHMENT A-1 STRANDER BOULEVARD EXTENSION PROJECT-PHASE II PS&E DRAWING LIST Drawing Sheet Responsible BA Total Hanson Tota RH2 Total BCE Total ....:Total No. No..` Drawing Title Firm PS-2 73 Storm Pump Station BergerABAM 1 1 Sewer Plan and Profile PS-3 74 Storm Pump Station BergerABAM 1 1 Site Plan PS-4 75 Storrs Pump Station BergerABAM 1 1 Civil Details-Sheet 1 PS-5 76 Storm Pump Station BergerABAM 1 1 Civil Details-Sheet 2 PS-6 77 Storm Pump Station BergerABAM 1 1 Wet Well and Vault Plan PS-7 78 Storm Pump Station_ BergerABAM 1 1 Wet Well and Vauft Sections-1 PS-8 79 Storrs Pump Station BergerABAM 1 1 Wet Well and Vault Sections-2 PS-9 80 Storm Pump Station BergerABAM 1 1 Wet Well and Vault Sections-3 PS 10 81 Storm Pump Station BergerABAM 1 1 Controls Building HVAC Plan,Details,and Notes PS-11 82 Storm Pump Station BergerABAM 1 1 Mechanical Details-1 PS-12 83 Storm Pump Station BergerABAM 1 1 Mechanical Details-2 PS-13 84 Storm Pump Station RH2 1 1 Storm Pump Station Electrical Legend PS-14 85 Storm Pump Station RH2 1 1 Electrical Site Plan PS-15 86 Storm Pump Station RH2 1 1 Electrical One-Line Diagram PS-16 87 Storrs Pump Station RH2 1 1 Controls Building Electrical Floor Plan PS 17 88 Storm Pump Station RH2 1 1 Wet Well and Vault Electrical Plan PS-18 89 Storm Pump Station RH2 1 1 Wet Well and Vault Electrical Schedules PS-19 90 Storm Pump Station RH2 1 1 Engine Generator Construction Details PS-20 91 Storm Pump Station RH2 1 1 Motor Control Center Details PS 21 92 Storrs Pump Station RH2 1 1 Control Logic Diagrams PS-22 93 Storm Pump Station RH2 1 1 P&ID or Telemetry Schematic PS-23 94 Storm Pump Station RH2 1 1 Electrical Details-Sheet 1 PS-24 1 95 Storm Pump Station RH2 1 1 Electrical Details-Sheet 2 PS-25 96 Storm Pump Station BergerABAM 1 1 IStructural Notes-Sheet 1 PS-26 97 Storm Pump Station BergerABAM 1 1 IStructural Notes-Sheet 2 PS-27 98 Storm Pump Station BergerABAM 1 1 Structural Plans PS-28 99 1 Storm Pump Station BergerABAM 1 1 Structural Elevations PS-29 1 100 Storm Pump Station BergerABAM 1 1 Structural Sections PS-30 1 101 Storm Pump Station BergerABAM 1 1 Structural Details-Sheet 1 PS-31 1 102 Storm Pump Station BergerABAM 1 1 Structural Details-Sheet 2 PS-32 1 103 Storm Pump Station BergerABAM 1 1 Structural Details-Sheet 3 IL-1 104 Illumination Plan BCE 1 1 Sheet 1 IL-2 105 Illumination Plan BCE 1 1 Sheet 2 0:\FederalWay\2009\FAPWT-09-175\ProjMgt\Contract Development\Feb-Mar 2011 Supplement No 4\FinaN2-28-11 Drawing Lists Attch A-1.xIsmPS&E Drawing List 1 • Page 4 of 8 3/1/2011 ATTACHMENT A 1 STRANDER BOULEVARD EXTENSION PROJECT-PHASE II PS&E DRAWING LIST Drawing Sheet . r: Responsible BA Total. Hanson Tota RH2 Total .BCE Total .,< Total y No No Dravnng Title Firm n IL-3 106 Illumination Plan BCE 1 1 Sheet 3 IL-4 107 Illumination Details and Wiring Line Diagram BCE 1 1 IL-5 108 Illumination Details Hanson 1 1 RR-1 109 BNSF Shoofly Hanson 1 1 General Notes,Abbreviations,and Legend RR-2 110 BNSF Shoofly Hanson 1 1 Typical Sections RR-3 111 BNSF Shoofly Hanson 1 1 Curve Data RR4 112 BNSF Shoofly Hanson 1 1 Demolition Plan-Phase 1A RR-5 113 BNSF Shoof y Hanson 1 1 Phase 1A-Track Plan&Profile-Sheet 1 RR-6 114 BNSF Shoofly Hanson 1 1 Phase 1A-Track Plan&Profile-Sheet 2 RR-7 115 BNSF Shoofly Hanson 1 1 Demolition Plan-Phase 1 B RR-8 116 BNSF Shoofly Hanson 1 1 Phase 1 B-Track Plan&Profile-Sheet 1 RR-9 117 BNSF Shoofly Hanson 1 1 Phase 1B-Track Plan&Profile-Sheet 2 RR-10 118 BNSF Shoofly Hanson 1 1 Drainage Plan-Sheet 1 RR-11 119 BNSF Shoofly Hanson 1 1 Drainage Plan-Sheet 2 RR-12 120 BNSF Shoofly Hanson 1 1 Drainage Details RR-13 121 BNSF Shoofly Hanson 1 1 Cross Sections-Sheet 1 BNSF Shoofly RR-14 122 Cross Sections-Sheet 2 Hanson 1 1 RR-15 123 BNSF Shoofly Hanson 1 1 Cross Sections-Sheet 3 RR-16 124 Coss Sections-Sheet 4 Hanson 1 1 RR-17 125 BNSF Shoofly Hanson 1 1 Cross Sections-Sheet 5 BNSF Shoofly RR-18 126 Hanson 1 1 Cross Sections-Sheet 6 RR-19 127 BNSF Shoofly Hanson 1 1 Cross Sections-Sheet 7 RR-20 128 BNSF Shoofly Hanson 1 1 Cross Sections-Sheet 8 RR-21 129 BNSF Shoofly Hanson 1 1 Cross Sections-Sheet 9 RR-22 130 BNSF Shoofly Hanson 1 1 Cross Sections-Sheet 10 RR-23 131 BNSF Shoofly Hanson 1 1 Cross Sections-Sheet 11 RR-24 132 BNSF Shoofly Hanson 1 1 Cross Sections-Sheet 12 RA-1 133 BNSF Bridge Hanson 1 1 General Notes and List Sheets RA-2 134 BNSF Bridge Hanson 1 1 General Plan RA-3 135 BNSF Bridge Hanson 1 1 Elevation and Typical Section RA-4 136 BNSF Bridge Hanson 1 1 Temporary Sheet Pile Notes RA-5 137 BNSF Bridge Hanson 1 1 Temporary Shoring Plan-Stage I RA-6 138 BNSF Bridge Hanson 1 1 Tem ora Shoring Elevation-Stage I RA-7 139 BNSF Bridge Hanson 1 1 Temporary Shoring Plan-Stage II Q:\FederaNVay\2009\FAPWT-09-175\ProjMoContract Development\Feb-Mar 2011 Supplement No 4\FinaN2-28-11 Drawing Lists Attch A-1.xlsmPS&E Drawing List • Page 5 of 8 3/1/2011 ATTACHMENT A-1 STRANDER BOULEVARD EXTENSION PROJECT-PHASE II PS&E DRAWING LIST Drawing Sheet 'c Responsible BA Total Hanson Tota RH2 Total BCE Total Total ,.. No. No: Drawing Title Firm E BNSF Bridge RA-8 140 Hanson 1 1 Temporary Shoring Elevation-Stage II BNSF.Bridge RA-9 141 Temporary Ground Anchor Details Hanson 1 1 BNSF Bridge RA-10 142 Hanson 1 1 Waler Details RA-11 143 BNSF Temporary Bridge Hanson 1 1 iTemporary Shoring at Utility Bridge-Plan RA-12 1144 BNSF Temporary Bridge Hanson 1 1 ITemporary Shoring at Utility Bridge-Elevation RA-13 145 BNSF Bridge Hanson 1 1 iTempor-ary Soldier Pile Wall Details 1 of 2 RA-14 146 BNSF Bridge Hanson 1 1 iTemporary Soldier Pile Wall Details(2 of 2) RA-15 147 BNSF Bridge Hanson 1 1 Temporary Shoring and Tieback Limits RA-16 148 BNSF Bridge Hanson 1 1 Pile Layout Plan and Footing Reinforcement RA 17 149 BNSF Bridge Hanson 1 1 Pile Details RA 18 150 BNSF Bridge Hanson 1 1 lBearing Elevations' BNSF Bridge RA-19 151 Typical Section Hanson 1 1 RA-20 152 BNSF Bridge Hanson 1 1 Elevation-Abutment#1 ISIage I RA-21 153 BNSF Bridge Hanson 1 1 Elevation-Abutment#1(Stage 10 RA 22 154 BNSF Bridge Hanson 1 1 Plan-Abutment#1 RA-23 155 BNSF Bridge Hanson 1 1 Elevation-Abutment#3(Stage I BNSF Bridge RA-24 156 Hanson 1 1 Elevation-Abutment#3(Stage II RA-25 157 BNSF Bridge Hanson 1 1 Plan-Abutment#3 RA-26 158 BNSF Bridge Hanson 1 1 Stacle Line Walls at Abutments RA 27 159 BNSF Bridge Hanson 1 1 Elevation-Abutment#2(Stage 1) BNSF Bridge RA-28 160 Elevation-Abutment#2(Stage 11) Hanson 1 1 BNSF Bridge RA-29 161 Hanson 1 1 Plan-Pier#2 RA-30 162 BNSF Bridge Hanson 1 1 Abutment and Pier Sections RA-31 163 BNSF Bridge Hanson 1 1 Miscellaneous Foundation Details RA-32 164 BNSF Bridge Hanson 1 1 Foundation Reiforcement Tables RA-33 165 BNSF Bridge Hanson 1 1 Foundation Estimated Quantities RA-34 166 BNSF Bridge Hanson 1 1 Framing Plan-Span 1 Main 3 RA-35 167 BNSF Bridge Hanson 1 1 Framing Plan-Span 2 Main 3 RA-36 168 BNSF Bridge Hanson 1 1 Framing Plan-Span 1 Main 1&2) RA-37 169 BNSF Bridge Hanson 1 1 Framin Plan-Span 2 Main 1&2 RA-38 1 170 BNSF Bridge Hanson 1 1 Framing Details(Main 3 BNSF Bridge RA-39 171 Framing Details Main 1&2 Hanson 1 1 RA-40 172 BNSF Bridge Hanson 1 1 Ballast Pan Plan Q:\FederalWay\2009\FAPWT-09-175\ProjMgt\Contract Development\Feb-Mar 2011 Supplement No 4\Final\2-28-11 Drawing Lists Attch A-1.xlsmPS&E Drawing List Page 6 of 8 3/1/2011 ATTACHMENT A-1 STRANDER BOULEVARD EXTENSION PROJECT-PHASE 11 PS&E DRAWING LIST Drawing Sheet Responsible . BA Total-=Hanson Tota RH2 Total BCE Total No X. No DraHnngTitle Firm RA-41 173 BNSF Bridge Hanson 1 1 Bearing Details RA-42 174 BNSF Bridge Hanson. 1 1 Ballast Pan Details RA-43 175 BNSF Bridge Hanson 1 1 Miscellaneous Steel Details 1 of 2). RA 44 176 BNSF Bridge Hanson 1 1 Miscellaneous Steel Details 2 of 2) RA-45 177 BNSF Bridge Hanson 1 1 Handrail Panel Details 1 of 2 RA-46 178 BNSF Bridge Hanson 1 1 Handrail Panel Details 2 of 2 RA-47 179 BNSF Bridge Hanson 1 1 Bride Deck Waterproofing(1 of 2) RA-48 180 BNSF Bridge Hanson 1 1 Bride Deck Waterproofing 2 of 2 RB 1 181 BNSF SPU Waterline Crossing BergerABAM 1 1 Plan RB-2 182 BNSF SPU Waterline Crossing BergerABAM 1 1 ISection,Profile,Notes RB-3 183 BNSF SPU Waterline Crossing BergerABAM 1 1 Details RC-1 184 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Plan BNSF Temporary Utility Protection Bridges RC-2 185 BergerABAM Elevation 1 1 RC-3 186 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Section RC-4 187 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Pile Layout Plan and Details RC-5 188 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Pile Details RC-6 189 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Pier#1&#3 Plan,Elevation,Section and Win alls BNSF Temporary Utility Protection Bridges RCr7 190 BergerABAM 1 1 Pier#2 Plan,Elevation,Section and Win Its RC-8 191 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Framing Plan RC-9 192 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Beam Elevation RC-10 193 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Diaphram Details-Sheet 1 RC-11 194 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Diaphram Details-Sheet 2 BNSF Temporary Utility Protection Bridges RC-12 195 BergerABAM 1 1 ITransverse Restrainer Details RC-13 196 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Ballast Pan Plan-Span 1 RC-14 197 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Ballast Pan Plan-Span 2 RC-15 198 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Steel Bearing Details-Sheet 1 RC-16 199 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Steel Bearing Details-Sheet 2 RC-17 200 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Reinforcement Table RC-18 201 BNSF Temporary Utility Protection Bridges BergerABAM 1 1 Estimated Quantities S-1 202 Sheet Pile Wall BergerABAM 1 1 General Notes and List of Sheets S-2 203 Sheet Pile Wall BergerABAM 1 1 Sheet Pile Notes S-3 204 Sheet Pile Wall BergerABAM 1 1 Ground Anchor Details-Sheet 1 S-4 1 205 Sheet Pile Wall BergerABAM 1 1 Ground Anchor Details-Sheet 2 0:\FederalWay\2009\FAPWT-09-175\ProjMgt\Contract Development\Feb-Mar 2011 Supplement No 4\FinaU-28-11 Drawing Lists Attch A-1.xlsmPS&E Drawing List • Page 7 of 8 3/1/2011 ATTACHMENT A-1 STRANDER BOULEVARD EXTENSION PROJECT-PHASE II PS&E DRAWING LIST Drawing Sheet Responsible Total Hanson Tota RH2 Total BCE Total Total No." No. Drawng Title Fum S-5 206 Sheetpile Wall BergerABAM 1 1 Plan&Elevation-Sheet Pile Wall 1&3 S-6 207 Sheetpile Wall BergerABAM 1 1 Plan&Elevation-Sheet Pile Wall 2 S-7 208 Sheetpile Wall BergerABAM 1 1 Plan&Elevation-Sheet Pile Wall 4 S-8 2pg Sheet Pile Wall BergerABAM 1 1 Concrete Cap&Chain Link Fence Details PS&E Drawing Totals 120 73 12 4 209 0:\FederaM/ay\2009\FAPWT-09-175\ProjMgt\Contract Development\Feb-Mar 2011 Supplement No 4\Final\2-28-11 Drawing Lists Attch A-1.XlsmPS&E Drawing List i► r ATTACHMENT A-1 STRANDER BOULEVARD EXTENSION PROJECT-PHASE II R/W DRAWING LIST Drawing. Sheet ..- Responsible BA Total Hanson Tota RH2 Total BCE Total Total No No Drawing Title ' -,—Firm:, C I RW-1 1 Cover Sheet BergerABAM 1 1 RW-2 2 Vicinity Map&Index Sheet BergerABAM 1 1 RW-3 3 Legend&General Notes Sheet BergerABAM 1 1 RW4 4 Right of Way Key Plan Sheet BergerABAM 1 1 RW-5 5 Plan-Sheet 1 BergerABAM 1 1 RW-6 6 Plan-Sheet 2 BergerABAM 1 1 RW-7 7 Plan-Sheet 3 BergerABAM 1 1 RW-8 8 Plan-Sheet 4 BergerABAM 1 1 RW-9 9 Plan-Sheet 5 BergerABAM 1 1 RW-10 10 Plan-Sheet 6 BergerABAM 1 1 RW-11 11 Plan-Sheet 7 BergerABAM 1 1 RW-12 12 Plan-Sheet 8 BergerABAM 1 1 RW-13 13 Plan-Sheet 9 BergerABAM 1 1 Drawing Totals 13 0 0 0 13 I it Page 1 of 4 Exhibit E-2 Consultant Fee Determination Strander Boulevard Design Fee Summary Subtotals BergerABAM Lump Sum Amount for Services thru Supplement No 1 $ 19,900 BergerABAM Labor from 1 October 2010 excl Design CSS Staff Hoursi Rate Labor Cost Project Manager/Principal 596 $ 240.00 $ 143,040 Project Engineer Civil 1,096 $ 110.00 $ 120,560 Design Engineer Civil 1,556 $ 95.00 $ 147,820 Project Engineer M/E 586 $ 125.00 $ 73,250 Project Engineer Structural 907 $ 130.00 $ 117,910 Lead Designer/CAD Technician 192 $ 125.00 $ 24,000 Design/CAD/Graphics Technician 1,780 $ 100.00 $ 178,000 Project Coordinator/Admin 190 $ 82.00 $ 15,580 BergerABAM Labor Subtotal from l October 2010 6,903 $ 820,160 BergerABAM Expenses from 1 October 2010 excl Design CSS Mileage and parking $ 1,500 Railroad Insurance $ 3,000 BNSF Application/ROW Permit $ 1,600 Misc $ 5,000 Title Reports $ 22,800 SUE Allowance in MRE BergerABAM Expense Total from 1October 2010 $ 33,900 Subconsultants from 1 October 2010 excl Design CSS Hanson $ 341,661 Shannon&Wilson $ 204,000 Perteet $ 64,238 HDR $ 81,137 OAC $ 43,890 BCE $ 20,000 RH2 $ 29,228 Subtotal Subconsultants from S October 2010 $ 784,154 Start-up Costs up to 1 October 2010 BergerABAM $ 155,000 Hanson $ 62,000 Shannon&Wilson $ 45,000 Subtotal Start-Up Costs up to 1 October 2010 $ 262,000 Design Construction Support Services(CSS) $ 194,786 Project Total without Management Reserve Fund $ 2,114,900 Management Reserve Fund $ 100,000 Project Total with Mangement Reserve Fund $ 2,214,900 Q:\FederalWay\2009\FAPWT-09-175\ProjMgt\Contract Development\Feb-Mar 2011 Supplement No 4\Final\2-28-11 Strander Fee Proposal.xlsxCost Summary 3/1/2011 f M Page 2 of 4 Exhibit E-2 3/1/2011 Strander Boulevard Effort and Fee Estimate Summary of Budget Allocations per Task/Sub-Task Tasks/Sub-Tasks Budget Allocation Lump Sum thru Supplement 1 $ 19,900.00 100-Start-up Services $ 262,000.00 105-Technical Memorandum(35%Design) $ 155,000.00 110-30%Submittal to BNSF $ 62,000.00 115-Preliminary Geotechnical $ 45,000.00 200-Project Admin,Coord,and Mgmnt $ 150,248.00 205-Design To Budget Intl in other tasks 210-Invoicing and Progress Reports $ 15,676.00 215-Subconsultant Coordination $ 26,676.00 220-Project Management and Administration $ 21,696.00 225-Meetings with City and Others $ 86,200.00 230-Quality Assurance and Control incl in other tasks Task 300-Railroad Engineering(Hanson) $ 341,661.00 305-Project Management $ 33,952.00 310-60%Submittal to BNSF $ 123,511.00 315-100%Submittal to BNSF $ 174,475.00 320-Design Support during Advertisement $ 9,723.00 Task 400-Geotechnical Engineering(S&W) $ 204,000.00 405-Evaluate Geotechnical Issues $ 72,896.00 410-Prepare Dewatering Memorandum $ 26,917.00 415-Construct Pumping Test Wells and Refine Analysis $ 79,759.00 420-Trench Excavation/Testing $ 17,359.00 425-Design Support during Advertisement $ 7,069.00 Task 500-Civil/Structural Engineering $ 708,645.00 505-Field Verification Survey $ 20,649.00 510-Roadway Design $ 209,620.00 515-Utilities $ 20,600.00 520-Storm Drainage $ 67,030.00 525-Pump Station $ 108,938.00 530-Structural $. 144,960.00 535-Construction Staging&Schedule $ 35,780.00 540-60%Submittal $ 16,533.33 545-90%Submittal $ 39,119.33 550-Final PS&E Submittal $ 39,119.33 555-Design Support during Advertisement $ 6,296.00 Task 600-Right of Way $ 181,466.00 605-Title Reports $ 23,680.00 610-ROW Plans $ 33,060.00 615-Boundry Line Survey $ 34,671.00 620-Boundry Line Adjustment $ 8,918.00 625-Title Review $ 23,012.00 630-Property Acquistions $ 58,125.00 Task 700-Value Engineering $ 52194.00 Task 800-Design Construction Support Services $ 194,786.00 Management Reserve Fund $ 100,000.00 Supplement Total $ 2,214,900.00 Q:\FederalWay\2009\FAPWT-09-175\ProjMgt\Contract Development\Feb-Mar 2011 Supplement No 4\Final\2-28-11 Strander Fee Proposal.xlsxBudget Allocations Q i o 0 +I O O O1O m 1oI t0 t0O e-II O NI O Oi0 Oi OI OI OIO O O OHO O QI O�N NIm 10 .may m I O O O I O N 10 t0 t0 N lD O m( rl n I Ot I Q l0I m r I ti N O Of N m R.Q N i N N` er�l J n 01 N N N h � N 01 m .-i 01 Ol 1�n 1p 40 N t0 Q N 00 Q O O Q N T m N Q'n N N n W N H T N n VY N N LF V� H. 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Y U 9 k•� ;•p c - riu� non-Pp �oo_c noo �, - - R z c ° o mT`o ti C F m a + Cc e�Ge�o° m L( O G Z L- Y e u � a c -• F "`j � U •r C` - c y a ^ (.p7 .Z m E' q �c `• L� o U> A u C c s vY'i C y a 3 Y rn O z L m en `• o o.>' '< E _ c CJ L•I Q y C v Co' Z c Cp.� e m E ° en c =J o o u a�' c>> •'-' x N U i 5 c H Z E eo mH r '. u >U mC °3in6U _aG2>C `o o`o`o c c a y Ao � .-. _ u Wvi u:>fn`�v! Q FF ^GCS�m� Q Kz SGY' � E000 ^+ 0 Exhibit G2 Subconsultant Fee Determination STRANDER BOULEVARD EXTENSION CITY OF RENTON ADDITIONAL R/NV SURVEITi i G SERVICES JOB COST ESTBL4TE FOR PER TEET,INC. Labor Estimated Classification Hours HourlyRate Cost ` Total Principal in Charge 2 $64.90 $130 Land Survey Manager 136 $45.67 $6,211 Professional Land Surveyor 16 $36.58 $585 Project Surveyor 1(office anf field) 116 $30.35 $3,521 Survey Tech 3 30 $26.00 $780 Administration/Clerical 6 $28.00 $168 Total Hours 306 Total Direct Salary Cost(DSC) $11,395 Salary Escalation(SE)(0%) $0 Subtotal(DSC+SE) $11,395 Overhead Cost(OH)(172.470%) $19,653 Fixed Fee(FF)[30.00%of(DSC+SE)] $3,418 Total Labor(DSC+SE+OH+FF) $34,466 Estimated Items Unit Rate :'Quantity Cosf" .. Total `- DIRECT NONSALARY COSTS(DNSC) Mileage for Site Visits and Meetings $0.500/iMile 250 Miles $125 Scan fee for signed-sealed electronic file $40 Courier and Postage $40.0/Package 1 Packages $40 Total Direct Nonsalary Costs $205 Total Perteet Estimated Fee $34,671 1-26-11 Perteet Exdiibit G-2_RW Surveys.xlsx 21-2-60103-001 PERTEET, INC. EXHIBIT G2 SUBCONSULTANT FEE DETERMINATION STRANDER BOULEVARD EXTENSION CITY OF RENTON SPECIFIC TASK LAND SURVEY SERVICES -BLA JOB COST ESTTIL4TE FOR PERTEET,IIVC. Labor '::Estimated ' Classification Hours Hourly Rate Cost Total Principal in Charge 0 $64.90 $0 Land Survey Manager 24 $45.67 $1,096 Professional Land Surveyor 0 $36.58 $0 Project Surveyor 1(office and field) 49 $30.35 $1,487 Survey Tech 3 9 $26.00 $234 Administration/Clerical 3 $28.00 $84' Total Hours 85 Total Direct Salary Cost(DSC) $2,901 Salary Escalation(SE) (0%) $0 Subtotal(DSC+SE) $2,901 Overhead Cost(OH)(172.470%) $5,004 Fixed Fee(FF) [30.00%of(DSC+SE)] $870 Total Labor(DSC+SE+OH+FF) $8,775 ;Estimated Items 'Unit Rate Quantity Cost Total DIRECT NONSALARY COSTS (DNSC) Mileaae for Site Visits and Meetings $0.500/Mile 125 Miles $63 Scan fee for signed-sealed electronic file $40 Courier and Postage $40.0/Packne 1 Packages $40 Total Direct Nonsalary Costs $143 Total Perteet Estimated Fee $8,918 1-26-11Perteet Exhibit G_BLA.xlsx 21-2-60103-001 _ I PERTEET, INC. EXHIBIT G-2 SUBCONSULTANT FEE DETERibIINATION STRA,NDER BOULEVARD EXTENSION CITY OF RENTON SPECIFIC TASK LAND SURVEY SERVICES-FIELD VERIFICATION SURVEY JOB COST ESTIMATE FOR PERTEET,INC. E Labor stimated Classification Hours :Hourly Rate Cost Total Principal.in Charge 0 $64.90 $0 Land Survey M anager 20 $45.67 . $913 t Professional Land Surveyor 29 $36.58 $1,061 r 1 office and field 89 $30.35 $2,701 Project Surveyor ( ) Survey Tech 3 79 $26.00 $2,054 Administration/Clerical 0 $28.00 $0 Total Hours 217 Total Direct Salary Cost(DSC) $6,729 Salary Escalation(SE) (0%) $0 Subtotal(DSC+SE) $6,729 Overhead Cost(OH)(172.470%) $11,606 Fixed Fee(FF) [30.00%of(DSC+SE)] $2,019 Total Labor(DSC+SE+OH+FF) $20,354 Estunated ' Items Unit Rate Quanti Cost Total DIRECT NONSALARY COSTS (DNSC) Mileage for Site Visits and Meetings $0.500/lvlile 350 Miles $175 Scan fee for signed-sealed electronic file $40 Courier and Postage $40.0/Package 2 Packages $80 Total Direct Nonsalary Costs $295 Total Perteet Estimated Fee $20,649 1-26-11Perted E.tilubit G-2—Field Verification Survey.xisx 21-2-60103-001 !mt w MISS. E� ' 0 < 3SJy C o In In o 0 o t7 c o vi LU w E»ra t» to rn 3 s_ ti LL W k f` ° E ,7 E E In 0000 op w Q m tll -'-k � a tr m S s'� S E, m m W d m a a �Y o r CL ww s'f c N m ,, o p = smo"loge-I o N 04 C14 a 000000 O N— z °-e- _b- m CL F W c u ~ E o - N C ` LU to w w 0 LL7 U. F.. C R yLt xx c ° O L > ( I a��Js r-a ca `o m R .''_L_ o 'o n CD N J C1 N C Yi d N m Q G p ? O w to V N O W _ 'I;1 U y E d Vl to fA frS m x'}_'" f�0 C CI'O J J fA fR IA 0 CO W y I O C m m w u° c�, spuesno4l`$ as C, ✓ r>L I I a o 0 0 o Q o m O i O I O A M r . . N N ' h N N a ^I P N P n n O f9 w N t W:`?;t6'- M• P cA o7 t7 f� ti P C W q m fA 1A fR fA 1A M /A W 'A �=emu:ayh T - _ C) G7 4) R 64 c 0 0 0 yP r In o o c'ri o o LO r � r w EH to ua FFf ER to o W W LL m X X x X X X W F- O O ' ` cn H H C Y .• m = O .� N t E c E E o c', 0 0 0 O O ch u2 O r r r r r r r r m cn ex �n (D m Lo w r r r r cCi m 07 a d Z N m of `�.�-�-? W U O L m Cn o N m c 1-- 0 cn O O o N U C y C'if c 4l d m N T 4 O Q;w c cn r .- c c N cc =.. <. ;.. m y o m o o > m c a F- J L- W in .a c0v in,n ° ,n o 0 0 0 � a O cc a� a3 W iCCC C r' C w •N a a m m U- 44), � W W '��;t-aw�?.' m E � e d N b E -+ O O In . Q w o cc W m m Q W 6 c d m R E m N T O co y N N d F °�I cc o: z a 11 c� coo r) m W co 0 o E c a 0. cc cL> > =h Q�FUI E d U U QI4 ua c 0 o Y c c U c c x° v yen_ m co m c ? •�( o LL m co L� h m a a W m O � N _T rT, cc n. O. m m c: o aI 0 L Z m ° n a OACStrander Boulevard Extension Cities of Renton/Tukwila Value Engineering Study Fee Schedule OAC Services, Inc. Total SP NB SB KM AS HP Rate schedule $155.00 $85.00 $176.00 $165.00 $267.31 $152.75 Total hours 78 24 36 40 40 40 256 Consultant totals $12,013 $2,040 $6,248 $6,518 $10,559 $6,033 $43,410 Project management Incl OA Review Incl Report Editina/Production Incl Other Direct Expenses $480 Total $43,890 OAC Services,Inc.VE Team SP Steven Paget,CVS OAC Facilitator and Project Manager NB Nicole Both,AVS OAC VE Assistant SB Scott Battrick PD Estimator and CM Reviewer KM Kurt Merriman, FE AES Geotechnical Engineer AS Aaron Silver,PE AECOM Railroad Engineer HP Han Phan, PE AECOM Structural Engineer RL Rob Lochmiller,CE Renton Civil Enginner 11/11/2010 Exhibit G-2 Subconsultant Fee Determination-RH2 Engineer Project: Berger/ABANI Engineers Inc. Strander Boulevard Extension Stormwater Pump Station Direct Labor Cost Classifications Labor Hours x Rate = Cost Professional IX 4.0 x $ 10524 $ 420.96 Professional VIII 0.0 x $ 84.61 $ Professional VII 48.0 x $ 71.32 $ 3,42336 Professional VI 0.0 x $ 63.43 $ - Professional V 0.0 x $ 56.79 $ - Professional IV 30.0 x $ 44.95 $ 1,348.50 Professional 111 0.0 x $ 3756 $ - Professional 11 0.0 x $ 31.81 $ - Professional I 104.0 x $ 27.50 $ 2,860.00 Technician IV 0.0 x $ 36.21 $ - Technician III 0.0 x $ - $ - Technician II 0.0 x $ 1325 $ Technician I 0.0 x $ 2535 $ - Administrative V 0.0 x $ 41.01 $ - Administrative IV 0.0 x $ 3479 $ - Administrative III 0.0 x $ 22.00 $ - Administrative II 15.0 x $ 18.06 $ 270.90 Administrative I 0.0 x $ 15.30 $ - $ 8,32372 Overhead(OH Cost--including Salary Additives): OH Rate x DLC of: 187.435% x $ 8,32372. $ 15,60156 Fixed Fee(Fq: FF Rate x DLC of: 30.000% x $ 8,32372 $ 2,497.12 fee ok Reimbursables: In-house copies(each)8.5"X 11" $ 0.09 x $ - $0.00 In-house copies(each)8.5"X 14" $ 0.14 x $ - $0.00 In-house copies(each)11"X 17" $ 0.20 x $ - $0.00 In-house copies(color)(each)8.5"X 11" $ 0.90 x $ - $0.00 In-house copies(color) (each)8.5"X 14" $ 120 x $ - $0.00 In-house copies(color) (each) 11 X 17" $ 2.00 x $ - $0.00 System CAD S tem Per Hour $ 2750 x $ 78.00 $2,145.00 CAD Plots Large $ 25.00 x $ - $0.00 CAD Plots Full Size $ 10.00 x $ - $0.00 CAD Plots Half Size $ 2.50 x $ $0.00 GIS System Per Hour $ 27.50 x $ - $0.00 Technology Charge $ 0.03 x $ 26,422.40 $660.56 Mileage Per NLIe $ 051 x $ - $0.00 Nliiscellaneous(Bid Set Reproduction) $ 30.00 x $ $0.00 $2,805.56 Subconsultant Costs: $ - Grand Total• $29,227.96 Prepared by: Ma kivUer Dare: 23-Jan-11