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HomeMy WebLinkAboutAdden 3 CAG-18-154, Adden #3-19 GAT Y OIANie QFNTO� AMENDMENT NO. 3 TO AGREEMENT FOR DOWNTOWN UTILITY IMPROVEMENT PROJECT - PHASE 3: FINAL ENGINEERING AND DESIGN CAG-18-154 THIS AMENDMENT, dated August 30, 2019, is by and between the City of Renton (the "City"), a Washington municipal corporation, and Murraysmith, Inc. ("Consultant"), an Oregon corporation. The City and the Consultant are referred to collectively in this Amendment as the "Parties." Once fully executed by the Parties, this Amendment is effective as of the last date signed by both parties. Whereas, the City engaged the services of the Consultant under Agreement CAG-18-154, dated August 20, 2018, to provide necessary services for the Downtown Utility Improvement Project— Phase 2: Preliminary Engineering and Design (referred to herein as the "Agreement"); Whereas,the Parties wish to amend the Agreement to change the scope of work and change the amount of compensation in order to add additional areas of design to the scope, provide additional time for completion, and provide the appropriate compensation for the additional final design services. NOW THEREFORE, It is mutually agreed upon that CAG-18-154 is amended as follows: 1. Scope of Work: Section 1, Scope of Work, is amended to add work as specified in Exhibit A-3 which is attached and incorporated herein. 2. Time of Performance: Section 3, Time of Performance, is amended pursuant to the schedule(s) set forth in Exhibit B-3. All Work shall be performed by no later than October 31, 2020. 3. Compensation: Section 4, Compensation, is amended so that the maximum amount of compensation payable to Consultant is increased by $973,123 from $781,549 to $1,754,672, plus any applicable state and local sales taxes. The additional compensation shall be paid based upon Work actual performed according to the rate(s) or amounts specified in Exhibit C-3 of the Agreement, which is attached and incorporated herein. 4. All terms of the Agreement not explicitly modified herein shall remain in full force and effect and such terms shall apply to Work performed according to this Amendment as if fully set forth herein. IN WITNESS WHEREOF, the Parties have voluntarily entered into this Agreement as of the date last signed by the Parties below. CITY OF RENTON CONSULTANT By: BY: •% �qIA Denis Law Jeffrey S. Ili"• -I, P. Mayor Principal ngineer f7.2c//, ve/lt Date Date Attes Ja on A. Set y Clerk Approved as to Legal Form Shane Moloney Renton City Attorney Contract Template Updated 01/19/2019 \```�t�t111111111140, �,.��,, O F RE,] ,,. f ,`,s`°""1111111,,,,/, _V''. Qg, , 0 g. Q�i ,! * SEAL ' ,r RATED SEAS 6\`\\�� �gljnnnututt��` LO�t PAGE 2 OF 2 I EXHIBIT A-3 AMENDMENT 3 SCOPE OF SERVICES DOWNTOWN UTILITY IMPROVEMENT PROJECT PHASE 3: FINAL ENGINEERING AND DESIGN CITY OF RENTON Statement of Understanding • Under the Agreement for the Downtown Utility Improvements Project, Phase 2 Preliminary Engineering and Design CAG-18-154 dated August 1, 2018 and Amendment No. 1 dated March 11, 2019 between the City of Renton (City) and Murraysmith, Inc. (Consultant), the Consultant developed preliminary design for the water, sewer, and stormwater improvements. This Phase 3 Final Engineering and Design Scope of Services is based on our understanding of the desired Phase 3 work to advance the preliminary design developed in Phase 2 of the water, sewer, and stormwater improvements to a bid ready level for the identified Project Improvements. The anticipated Project improvements identified through Phase 2 are illustrated in Attachment A. Phase 3 will include design services to prepare bid ready construction documents for the mains and related appurtenances to the alignments shown in Attachment A. Generally, the appurtenances are expected to include water services,fire hydrants, manholes, side sewers, catch basins, and storm drain laterals. Phase 3 will also generally include design for demolition, abandonment, restoration, for the utility improvements presented in Attachment A. The Final Engineering and Design work includes: • Bid Documents for the water, sewer, and stormwater improvements identified in Phase 2. • Easement acquisition assistance by KPG and Epic Land Solutions. • Geotechnical investigations, environmental field studies, and reports performed by Kleinfelder. • Structural engineering assistance by CG Engineering. • Public information and outreach performed by Envirolssues. City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 1 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx Scope of Services The Scope of Services tasks are further detailed via the following four components, where applicable: 1. Subtasks: specific project elements and efforts that will be completed by the Consultant 2. Consultant Deliverables: the finished product that will be delivered to the City via electronic and/or hard copy 3. City Responsibilities: tasks that will be completed and/or elements or information that will be provided by City staff 4. Assumptions: assumptions used to develop each task Task 101 - Project Management Provide for management of Phase 3 of the project and coordination with the project team. The following work elements are included in this task as specifically defined below. Subtasks: 101.1 Project Status Reporting—Report status of work activities, data needs and issues requiring City input through e-mails and phone calls to City overall Project Manager& Utility Project Managers. 101.2 Staff/Consultant Team Management— Manage project staff/consultant team to ensure services are in conformance with the Scope of Services, budget, and schedule. 101.3 Invoices and Budget Oversight— Prepare and submit monthly invoices and progress reports showing current project scope, budget, and schedule status, and identifying key issues or elements of the project that will need to be addressed in subsequent weeks. 101.4 Quality Assurance/Quality Control (QA/QC)—Manage and coordinate in-house quality assurance reviews of all deliverables. Consultant Deliverables: • E-mail project status reports. • Correspondence, e-mails and other documentation. • Monthly invoices and progress reports in electronic format for City's review and approval. City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 2 H:\EVT_Pcojects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docs City Responsibilities: • Review project status reports, invoices, and schedule and provide comments to Consultant. Assumptions: • Anticipated notice to proceed is September 1, 2019. • Complete design services according to the schedule contained in this Scope of Services. Task 102 - Project Meetings and Coordination Provide for project meetings and coordination with City staff. Correspondence with others including the City, other utilities, etc. will be performed via phone conversations and e-mail or meetings and include communication of project decisions, project progress and status, work activities, and issues requiring coordination for design of the City's system improvements. The following work elements are included in this task as specifically defined below. Subtasks: 102.1 General Project Meetings/Coordination—Prepare for and conduct up to four.(4) in person general project coordination meetings with City staff and key team members to discuss project, review project schedule and discuss key elements of the project. Prepare a meeting agenda and summary. 102.2 Water Utility Design Meetings/Coordination — Prepare for and conduct up to four (4) in person design coordination meetings with City water utility staff and key team members to discuss project, review project schedule and discuss key elements of the project. Prepare a meeting agenda and summary. Provide for project and design coordination with City water utility personnel. All communication will be coordinated through the City Water Utility Project Manager. Correspondence'with the City Water Utility Project Manager via phone conversations and e-mail will include the communication of project decisions, project status, work activities, and issues requiring City input. 102.3 Sewer Utility Design Meetings/Coordination — Prepare for and conduct up to four (4) in person design coordination meetings with City sewer utility staff and key team members to discuss project, review project schedule and discuss,key elements of the project. Prepare a meeting agenda and summary. Provide for project and design coordination with City sewer utility personnel. All communication will be coordinated through the City Sewer Utility Project Manager. Correspondence with the City Sewer Utility Project Manager via phone conversations and City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 3 H:\EVt_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx e-mail will include the communication of project decisions, project status, work activities, and issues requiring City input. 102.4 Surface Water Utility Design Meetings/Coordination— Prepare for and conduct up to four (4) in person design coordination meetings with City surface water utility staff and key team members to discuss project, review project schedule and discuss key elements of the project. Prepare a meeting agenda and summary. Provide for project and design coordination with City surface water utility personnel. All communication will be coordinated through the City Surface Water Utility Project Manager. Correspondence with the City Surface Water Utility Project Manager via phone conversations and e-mail will include the communication of project decisions, project status, work activities, and issues requiring City input. 102.5 Concurrent City Projects Coordination — Provide up to 40 hours of coordination with the City's Roadway Design Consultant and the City regarding the Rainier Avenue Street Improvements Project and the Williams and Wells Intersection Improvements Project. 102.6 City Departments Correspondence and Coordination — Provide up to 40 hours of coordination with various City departments (e.g.transportation, maintenance division, and Community& Economic Development) with interest in the project. 102.7 Franchise Utilities Coordination — Provide up to 40 hours of coordination with franchise utilities (e.g. Seattle City Light, Puget Sound Energy, Comcast Cable, Century Link, and Frontier Communications NW) with facilities within the vicinity of the project. Contact appropriate utilities to confirm presence or absence of facilities in the project corridor and obtain pertinent information and record drawings. 102.8 Seattle Public Utilities (SPU) and King County Coordination — Provide up to 40 hours of coordination with SPU and King County regarding the Cedar River Pipelines and Eastside Interceptor, respectively. Consultant Deliverables: ■ E-mail summaries of coordination discussions. City Responsibilities: • Coordinate with design team and attend meetings as appropriate and required. Assumptions: • Meetings will be attended by up to two (2) Consultant team members. • The above referenced general project meetings are anticipated to be held jointly with City water, sewer, and surface water utility staff to facilitate coordination of Phase 3. City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 4 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx • The above identified number of general project and individual utility design coordination meetings with the City and/or others will be attended by up to two (2) Consultant team members. Task 201 — Easement Support Provide easement acquisition assistance for the sewer utility improvements located on the parcels in the Safeway parking lot area. KPG will provide exhibit maps and legal descriptions. The work elements are defined in the subconsultant's proposal included as Attachment B—KPG Proposal. Epic Land Solutions will provide assistance with coordinating and negotiating with property owners. They will help negotiate a fair market value for the easement. The specific scope of work for Epic Land Solutions is included as Attachment F. Subtasks: 201.1 KPG easement assistance 201.2 Epic Land Solutions 201.3 Coordination with KPG, Epic Land Solutions, and City Consultant Deliverables: ■ As described in KPG's and Epic Land Solutions' proposals. City Responsibilities: • As described in KPG's and Epic Land Solutions' proposals. Assumptions: ■ As described in KPG's and Epic Land Solutions' proposals. Task 301 — Geotechnical Investigations, Environmental Field Studies, and Reports Provide geotechnical investigation and environmental field studies for the project area. The purpose is to define the expected soil characteristics and potential contaminated soil extents. The work elements are defined in the subconsultant's proposal included as Attachment C—Kleinfelder Proposal. Kleinfelder's proposal is organized into phases. Phase 3A will be the borings, environmental screening, aquifer testing, lab testing and preliminary Geotech report. Phase 3B will be supplemental environmental services based on the findings in Phase 3A. Phase 3B is expected to include: Phase 3A data evaluation, additional environmental field investigation, City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 5 H:\Evr_ProjectA18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.doa laboratory analysis, and report. Phase 3C will include Final geotechnical recommendations and assistance to the final design. Subtasks: 301.1 Phase 3A Geotechnical Preliminary Design with Environmental Monitoring 301.2 Phase 3B Supplemental Environmental Services 301.3 Phase 3C Final design 301.4 Coordination with Kleinfelder Consultant Deliverables: ■ As described in Kleinfelder's proposal. City Responsibilities: • As described in Kleinfelder's proposal. Assumptions: • As described in Kleinfelder's proposal. Task 401 — Environmental Documentation and Permitting Assistance Provide for environmental documentation and permitting assistance for the project including coordination with the City and project team.The following work elements are included in this task as specifically identified below. Subtasks: 401.1 SEPA Checklist—Prepare SEPA checklist for the project improvements. Provide assistance to the City in preparing the public review notice. 401.2 Ecology Construction Stormwater General Permit—Prepare Ecology Construction Stormwater General Permit. 401.3 Stormwater Site Plan (SSP)— Prepare SSP for the project improvements. 401.4 Construction Stormwater Pollution Prevention Plan (CSWPPP)—prepare CSWPPP for the project improvements. City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 6 H:\EVT_Projects\1S\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx Consultant Deliverables: • SEPA Checklist • Ecology Construction Stormwater General Permit • SSP • CSWPPP City Responsibilities: • Review SEPA Checklist, Ecology Construction Stormwater General Permit, SSP, and CSWPPP and provide comments to Murraysmith • Coordinate and pay for advertisement with the newspaper of record (SEPA). Assumptions: • • Ecology Construction Stormwater General Permit will be transferred to awarded contractor at start of construction. • No other environmental documentation, permitting, or critical area studies will be required for the project outside of or for preparation of the SEPA checklist. Task 500— Final Design This task will include coordination with City staff and development of final design to include a complete package for utility improvements for the project based on comments from the City's review of the preliminary (Phase 2) design. Final design plans, specifications, and estimate will be presented at the 90 percent and 100 percent completion level for review by the City. Elements of this task will include: • Preliminary (Phase 2) design drawings (50 percent design completion level) will be revised to and further developed to incorporate comments from the City's review of the preliminary design. Develop design plans to approximately the 90 percent design completion level. • Murraysmith will prepare technical specifications and appendices to support the design and to be included in the project Contract Documents. Specifications will be prepared based on the City's standard special provisions to the most current WSDOT Standard Specifications. • The engineer's opinion of probable construction cost (50 percent design completion level) will be revised per the design revisions and will include a schedule of estimated quantities, unit prices, and total construction cost. Develop engineer's opinion of probable construction cost estimate to approximately the 90 percent design completion level. City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 7 H:\EVF_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.doca • Submit 90 percent design package, including near complete plan set, technical specifications, and engineer's opinion of probable construction cost,to the City for review and comment. City comments will be consolidated and provided electronically to Murraysmith. • The 90 percent design package will be revised to incorporate comments from the City's review of the 90 percent design. Develop design plans, technical specifications, and engineer's opinion of probable construction cost that are 100 percent complete. Revise bid proposal quantities to reflect 100 percent complete design package. • Submit 100 percent design package, including complete plan set, technical specifications, and engineer's opinion of probable construction cost, to the City for review and comment. City comments will be consolidated and provided electronically to Murraysmith. • The 100 percent design package will be revised to incorporate comments from the City's review of the 100 percent design. Develop design plans, technical specifications, and engineer's opinion of probable construction cost that are ready for bidding. Revise bid proposal quantities to reflect a bid-ready design package. • Submit stamped and signed bid ready plans and technical specifications to City for distribution. • Plans will include the following o Water, Sewer, and Surface Water improvement plans and profiles (1"=20' Hor, 1"=5'Vert) o Thrust restraint design for water main and fittings, and special circumstances for sewer and storm drain pipe. • Thrust restraint will consist of thrust blocks and mechanically restrained joints. Thrust blocks will be based on City standard details. Sewer and storm drain pipe are not anticipated to require thrust restraint, however, restrained joint pipe may be used in special circumstances. o Water main connection details (1"=10' Hor) o Corrosion protection design for portion of water main crossing over or under SPU's pipelines • NW Corrosion Engineering will collaborate with us to develop appropriate design details. NW Corrosion Engineering proposal is included as Attachment G (pending). City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 8 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx o Design of each crossing of SPU's pipelines and of other existing and new utilities will be considered on a case-by-case basis. ■ Preliminary coordination with SPU indicates trenchless crossing is not a requirement. Therefore, trenchless installation is not included in this scope of work. o Trench patching o Design of ADA curb ramps (allowance) For cost tracking purposes, this task will be broken down by utility as defined below. Subtasks: Subtask 501 — Water System Improvements Prepare 90%, 100%, and Bid-ready design packages for water system improvements Sub task 502—Sewer System Improvements Prepare 90%, 100%, and Bid-ready design packages for sewer system improvements The new 21-inch diameter sewer on S 3rd Street will be designed to go through the box culvert. Our structural engineering subconsultant, CG Engineering, will design bracing for the exterior of the box culvert to reinforce'the culvert walls. CG Engineering's Scope of Work is included as Attachment D. Sub task 503—Surface Water System Improvements Prepare 90%, 100%, and Bid-ready design packages for surface water system improvements. Surface water improvements will include storm drain mains, laterals, and connections to existing drainage structures where applicable and as shown in the Phase 2 50 percent submittal. Additions, and deletions to the surface water improvements depicted on the 50 percent submittal are described below. Surface water improvements will include design of an access vault for the box culvert under Rainier Ave S at S 3rd Street. Per City direction, the access vault will allow for two 36" diameter openings (with manhole frame and covers) into the box culvert and will be supported by the earth around the box culvert (not the box culvert itself). Murraysmith will develop up to two preliminary design alternatives before incorporating the vault into the 90 percent plans. CG Engineering will provide structural engineering for the design of the culvert access. CG Engineering's Scope of Work is included as Attachment D. The City has evaluated the capacity of the box culvert and determined that the 21-inch sewer pipe going through the upper third of the box culvert will not adversely affect the hydraulic flow City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 9 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219,docz capacity of the system. The City would like to be able to rehabilitate the concrete culvert in the future. Murraysmith will develop concepts with the City to evaluate whether future rehabilitation is possible. The surface water improvements at 200 Mill Ave site have been deleted from the project due to delay in the schedule for the new development. In lieu of the improvements at 200 Mill Ave, Murraysmith will prepare design for removal and replacement of storm drain pipe in Mill Ave between S 2nd Street and Houser Way S. The City may not include these improvements in the construction contract, depending on the final alignment of the new storm drain system. Murraysmith will prepare draft and final Stormwater Technical Information Report for the project. The TIR will be similar to the Wells and Williams Project example provided by the City. Sub task 504— Curb Ramp Design (Allowance) Murraysmith will work with the City to minimize the impacts of new catch basins on existing curb ramps, however, there are likely a few locations in which the storm drain improvements will impact the existing curb ramps. Our understanding is that disturbed curb ramps will need to be replaced with curb ramps that meet Americans with Disabilities Act (ADA) requirements. Murraysmith's experience is that curb ramp design effort varies significantly based on a number of factors, including the existing geometry and constraints at the site. Due to the variable nature of ADA curb ramp design,we have included an allowance in the budget. Murraysmth will perform ADA curb ramp design (including field work, Maximum Extents Feasible documentation, and design drawings) up to the extent of the allowance, unless otherwise approved in advance by the City through a budget amendment. Sub task 505—Front End Documents (Limited) Revise City standard front-end documents tailored to the project with City comments and as necessary to meet project requirements. Consultant Deliverables: • 90 percent and 100 percent plans at half size (11x17), technical specifications, front-end documents and engineer's opinion of probable construction cost will be prepared and submitted to the City in electronic format (PDF and Word)for review and comment. • Bid-ready stamped design plans at half size (11x17) and full size (22x34), technical specifications,front-end documents and engineer's opinion of probable construction cost will be prepared and submitted to the City in electronic format (AutoCAD, PDF and Word). City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 10 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx City Responsibilities: • Provide electronic files, and periodic updates of text, forms, schedules and other components of the City's current Standard Supplemental Special Provisions (technical specifications) and front end documents. • Complete review of the design/bid documents at 90 percent and 100 percent design completion level with written comments. • City to coordinate and submit bid-ready contract documents for advertisement in Builders Exchange, SolicitBid, or similar service. Assumptions: • Anticipated drawing list is provided in the following sections.Approximately 100 sheets are anticipated. • Drawings will be developed at 1-inch = 20-feet (horizontal) scale and 1-inch = 5 feet (vertical) scale in AutoCAD electronic format. • City review period is assumed to be 10 working days. • Only one (1) set of review comments per design submittal will be received from the City. • Relevant City standard details will be included as an Appendix to the specifications document. • Specifications shall be developed using the City's standard specifications along with the 2018 WSDOT standard specifications • City standard front ends will require nominal editing outside of project specific information. Murraysmith's support services for front end document coordination will be performed up to the extent of the fee estimate, unless otherwise approved by the City by contract amendment. • City standard front end documents include Division 1 specifications. • Per City direction, street restoration will be limited to trench patching only. • Concrete restoration will be limited as much as possible. City will work with Murraysmith to minimize the need to build ADA curb ramps as part of this project. • Traffic control will be specified as the contractor's responsibility during construction. No traffic control drawings are included in this scope. City input on traffic control requirements may be included as notes on the drawings. City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 11 H:\EVTProjects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx • Per City direction, roadway drainage will be designed to work with the existing street elevations. • No water quality treatment facilities are included in our scope. • Murraysmith will prepare the stormwater Technical Information Report with input from the City. • Design of ADA curb ramps is included up to the limit of the allowance. Task 601 — Public Outreach Provide public information and outreach assistance as requested by the City during Phase 3 of the project. The work elements are described in the subconsultant's proposal as Attachment E — Envirolssues Proposal. Subtasks: 601.1 Prepare project stakeholder list and Outreach Plan 601.2 Develop Project Information Material 601.3 Support community outreach 601.4 Prepare month progress reports and invoice 601.5 Murraysmith coordination with Envirolssues Consultant Deliverables: • As described in Envirolssues' proposal. City Responsibilities: • As described in Envirolssues' proposal. Assumptions: • As described in Envirolssues' proposal. Task 701 — Services During Bid Period (Limited) Under this task, assistance will be provided to the City during the project bidding and award process for the project. Murraysmith will provide typical services on an as-needed basis as outlined below: City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 12 FIAEVF_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.doco • Subtasks: 701.1 Bidder Inquiries — With direction from the City, respond to questions from bidders, subcontractors, equipment suppliers and other vendors regarding the project plans and specifications. Maintain a written record of communications during bidding process. 701.2 Addenda —Assist the City in the preparation of any addenda as necessary to clarify the contract documents. 701.3 Bid,Review Award—Attend bid opening. Prepare bid tabulations and assist the City with evaluating the bids. Prepare the written bid summary, recommend award of the construction contract, and prepare the contract document for signatures. Review Notice of Award package developed by City staff prior to formal issuance. Consultant Deliverables: ■. Written responses to bidder's questions as required. • Addenda as required for the City to distribute to the plan holders. • Bid tabulation • Award recommendation City Responsibilities: • The City will be responsible for tasks associated with printing bid documents, document distribution, bid advertisement, addenda distribution, plan holder administration, bid evaluation, bid tabulation, etc. Assumptions: • Murraysmith's support services during bidding will be performed up to the extent of the fee estimate, unless otherwise approved in advance by the City through a budget amendment. • Up to twelve (12) responses to bidder inquiries will be prepared. ■ Up to three (3) addenda will be prepared for the City. Task 801 — Phase 4 — Services During Construction Scope Development Prepare for and meet with City personnel to review and discuss the desired/required subsequent phase (Phase 4) work in support of the project construction. Develop, verify, and refine a scope of work and budget for the engineering services or the construction phase of the project. City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 13 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docz Subtasks: 801.1 Phase 4 Scoping—Prepare for and meet with the City to develop Phase 4 (Services During Construction) requirements. Develop Draft Phase 4 Scope of Services and budget for City review. Incorporate City comments on Draft Scope of Services and budget and submit Final Phase 4 Scope of Services and budget. • Consultant Deliverable(s): ■ Phase 4 Scope of Services and budget, draft and final City Responsibilities: ■ Review and provide comments on the Draft Scope of Services and budget Assumption(s): ■ None Schedule Work will begin upon receipt of a signed contract amendment and notice to proceed, or other agreeable written authorization. We will begin our work and proceed in a timely manner with an anticipated completion of Phase 3 (through Bid Period Services) of the project by no later than October 30, 2020, assuming notice to proceed is given in August 2019. See Exhibit B-2 for additional schedule details. This schedule is based on timely input and information from City staff and others including the collection of requisite information and documentation, staff input, and feedback regarding design document(s) or other project matters. City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 14 H:\EVT_Prolects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx Drawing List No. of Sheets Description Cover,Title Sheet,Vicinity Map, and Index of Drawings 4 Symbols, Legend,Abbreviations and Designations General Notes 1 Survey Control Plan and Notes and Key Map 2 TESC Plan and Notes 13 Water Plan & Profile 3 Miscellaneous Water Details 24 Sewer Plan &Profile 3 Miscellaneous Sewer Details • 16 Stormwater Conveyance Plan & Profile 9 Stormwater Collection Profiles (6 per sheet)and Miscellaneous Stormwater Details 4 Box Culvert Access and Bracing 3 Cathodic Protection 18 Restoration Plans(including ADA curb ramp details) 100 Total Sheets Attachments: A—Project Improvements B— KPG Proposal (dated 5/28/19) • C— Kleinfelder Proposal (dated 6/27/19) D—CG Engineering (dated 7/24/19) E— Envirolssues Proposal (dated 5/10/19) F—Epic Land Solutions Proposal (dated 7/23/19) G— NW Corrosion Engineering Proposal,(dated 7/23/19) City of Renton MURRAYSMITH DUIP—Phase 3-Amendment 3 August 2019 15 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx #' £ [�'�x °k A 4 ( ({E ;i '> vl`x t v1 4".'i` t�� 1 4 Sri Y yJ' _ , -J uy,..„ :� 1 � 4, ` i y r, i` • �fl, g14p: 4 L_ 1 d1 Syr u., „.,,,.d 7v-"4 n - y� ,i y i t ,h '�g t f `Y�; isi ,P'-'1'.. -1F•4— 1 - • .�,_ t -_,,,, ' \�� S2i .. • rlg n• }}, Ai ' r"-"• 1 (l' r. a, fi c .f.- i i N j• N'14 . . r i....r.. ,. 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''t' 1 si• .r 'r 1,, al. tg a -- .3 '[ °•� yc .,n ,[. 1 )s r 1' 1 .. 1 I:. r [ I • Lk ,w..{.4c �o .f '4• ay`�"�.• era � 4 ) ' 4 ,� { kr.,14 na ".' � 4 .ryK`E•1 -'C P°�% f� p i, / S 1. 1 /�'. 1 / • P4^ .()- P 'f?2Y tl.. •0 r} key -- mYed }, d.• pl,KZ. [I ' i 1 h✓xv ,1.,'AA 'i 1A. tI ' P L,4,1$T 5 i{v ' r I til F i:• 7� • _.1 . �lJ'' fr a .� u 4: 'A f°'"d5e kq �4vo CR P i tl at� , \y y!W ��+ P 2 :4-"t` � , ° Jtl t• S�I J, !� X. L d .* } r i • _ Ii 1F� \ .. L 5 Y'"�i,-'s. • c. I' yea ''` ( .. IVei? s ,r:��. [ t k / \ * <,v••.ai ,. 5.-'� 4[• � ?� E. " .�7i#r'.71 F��4.� tTI 1'r fp r °i. 1—--C %rt. rc _ as .r. �5f t. l �F"Si r :^E: +d Du ria TY1ILITY '.mr....6¢Dab.CM1 1.a 1,,,r'ii,.,..ni,,,.,"rO1i,,.° one ,,m.,... E wwwu,miitlme[WCEAxirm IrnE�2W,C.dxRENcY0,me,tnrI["n moire DEPICIv55D an`S..N,P Proposed Utilities Existing VNMIe. Existing stludu,n - RR64i�W' Attachment„ City of Renton DUIP a S...,N..as — 5...,N.m • N.Matl o @nmrvsler Nan 6mmwae,Nan (}nnq, �^h,c) Water, Sewer, and Phase 3-Project k Renton0 _ Wen IA* — W,nN.m • Nmm munaysmrth Stormwater Improvements • CathBalm-T,.1 ° . Sm Improvements i' . omen nW.Tye2 5uYYi Fee ATTACHMENT B KPG Phase 2 Survey Legal Descriptions across Safeway parking lot Project Assumptions: • Proposed easements will be located on assessor's parcel nos. 182305-9063 (Vader Investments LLC),000720-0199 (Safeway Inc) and 182305-9071 (Safeway Inc). • Separate legal descriptions will be prepared for each separate tax parcel. • KPG will utilize the existing legal descriptions contained in title reports which we have on file from past projects to facilitate preparation of the legal descriptions. Scope of Work: KPG shall prepare up to three (3)separate legal descriptions with map exhibits for permanent easements and up to three (3)separate legal descriptions with map exhibits for temporary construction easements. Assumptions:City will provide their latest easement recording template to ensure that legal description attachments contain the appropriate reference headers (i.e Exhibit A, Exhibit B, etc.) Deliverables: Signed and stamped legal descriptions for each proposed easement. Project: Murraysmith,Inc. • Renton Downtown Utility Improvements Project Supplemental Topographic and Utility Mapping 5/28/2019 Labor Hour Estimate Total Fee Survey Project Survey- Description Manager Surveyor Technician $ 210.00 $ 140.00 $ 117.00 Fee Safeway Parking Lot Legal Descriptions Legal descriptions for 3 permanent easements and 3 TCE's 1 18 $ 2,730.00 Prepare six(6)map exhibits 1 8 $ 1,146.00 Total Hours I i 2 I 18 I 8 $ 3,456.00 ATTACHMENT C KLEINFELDER Bright People.Right Solutions. June 27, 2019 Kleinfelder Project No. 20181376.001A Mr. Jeff Kreshel, PE, Principal Engineer Murraysmith, Inc. 520 Pike Street, Suite#1350 Seattle, WA 98101 SUBJECT: Proposal for Geotechnical and Environmental Consulting Services Phase 3: Geotechnical and Environmental Field Studies and Reporting Downtown Utility Improvements Project Renton, Washington Dear Jeff: Kleinfelder is pleased to submit this proposal for geotechnical and environmental consulting services in support of the proposed City of Renton Downtown Utility Improvements Project (DUIP). Kleinfelder is committed to providing quality service to Murraysmith, Inc. (Murraysmith), and the City of Renton, commensurate with your wants, needs, and desired level of risk. If a portion of this proposal does not meet your needs, or if those needs have changed, Kleinfelder stands ready to consider appropriate modifications, subject to the standards of care to which we adhere as professionals. Modifications such as changes in scope, methodology, scheduling, and contract terms and conditions may result in changes to the risks assumed by the client, as well as adjustments to our fees. PROJECT UNDERSTANDING Our project understanding is based on discussions with yourself and preliminary site plans provided by Mr. Ty Tadano, Principal Engineer, of Murraysmith as recently as May 2019. We understand the City of Renton is planning to reconstruct water, sewer, and stormwater utilities in a portion of the downtown corridor approximately bounded by South 2nd Street on the north, South 3rd Street on the south, Rainier Avenue South on the west, and Mill Avenue South on the east. The specific project boundaries and extent of reconstruction varies for each of the utilities. Our proposed scope of services is based on the project boundaries (Site) as depicted in the site plan provided by Murraysmith in April of 2019 and forms the bases of our attached Proposed Site and Exploration Plan. Replacement, rehabilitation and/or upsizing of the individual utilities are anticipated due to age, capacity needs, condition, and/or maintenance requirements. South 2nd Street and South 3rd Street are major arterial roadways located within the City's Center Downtown area and are lined by a variety of commercial businesses, Renton High School, and numerous other mixed-use properties and contain several other utilities, both public and private. Based on communications with Murraysmith we understand that the utility depths will generally range between 5 and 15 feet deep depending on the utility and location. Further, we understand that utilities will be deepest utilities will be north and east of the intersection with South 3rd Street and Whitworth Avenue South, and the City would like borings in this area to be spaced at approximately 150 feet on center. 20181376.001A/SEA19P96443 Rev1 Page 1 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 PRIOR SERVICES Kleinfelder completed a Preliminary Geotechnical and Environmental Review dated September 1, 2017, which consisted of a desk-top level study. In April 2019 we installed seven groundwater level monitoring wells spaced across the alignment. The wells were installed in April in order to enable monitoring of groundwater levels to begin during the last of the wet season, and ideally identify the approximate seasonally high groundwater levels in the area. Results of the well installation are summarized in a letter dated May 9,2019.We will continue to monitor groundwater levels about once per month through September. Samples obtained from these wells are in storage and will be tested as part of our forthcoming study. SITE SOIL AND ENVIRONMENTAL CONDITIONS Based on our desktop study and observations made during monitoring well installation, surficial soils in the project area are comprised of fill soils. Fill soils may consist of well compacted material free of organics (engineered fills) or poorly compacted materials containing organics, timbers, debris, and other unknown objects (undocumented fills). The native soils underlying the fill soils range from alluvium to till-like glacial drifts. During our installation of the monitoring wells, in boring MW-1 a very dense layer of siltstone was observed starting at approximately 20 feet below ground surface. The groundwater levels ranged from 7.0 to 16.1 feet below ground surface. During the desktop environmental review, we identified 57 regulated and non-regulated facilities with the potential to impact subsurface soil and/or groundwater within the boundaries of the original site.Within or adjacent to the reduced project footprint are 23 regulated and non-regulated facilities with the potential to impact subsurface soils or groundwater. Of these, 7 were ranked Risk Level#1 and 17 were ranked Risk Level#2. These facilities may have used, and/or stored, hazardous materials or petroleum products. Risk Level #1 facilities were defined in the desktop study as those facilities where evidence of a release to soils and/or groundwater has been reported in the regulatory records; however, the extent of those impacts beneath the roadways was not determined during the desk top study. Risk Level#2 facilities are those with the potential for soil or groundwater impacts based on current or former site use. Based on the relatively large project area and historical uses, it is also possible that one or more previously unidentified releases will be encountered during construction. Most of the identified current and historical facilities of concern used, and/or stored, petroleum hydrocarbons or chlorinated volatile organic compounds (solvents); therefore,these are the most likely contaminants to be encountered along the utility corridors. During installation of MW6, located near 615 S 3rd Street (Piazza Park Side), environmental impacts (petroleum hydrocarbons) were identified. The impacts were noted at 10 feet below ground surface, which was at the groundwater interface. We secured soil samples and delivered them to a third-party environmental testing laboratory; test results are summarized in our May 9 letter. PROJECT APPROACH The overall project is broken into four phases as follows: 20181376.001A/SEA19P96443 Ravi Page 2 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 425.636.7901 Prior, Completed Phases: • Phase 1 Conceptual Analysis & Design: This phase of the project included preliminary desktop-level geotechnical and environmental studies by Kleinfelder.This was completed on September 1, 2017. • Phase 2 Preliminary Design Support - Groundwater Level Monitoring Wells: In this phase of the project, Kleinfelder installed seven geotechnical borings that were completed as 2-inch diameter PVC groundwater level monitoring wells. The wells will identify seasonal variations of depth to groundwater across the project area and allow the team to evaluate what locations may require dewatering during construction. Phases Currently Proposed in This Document: • Phase 3A Geotechnical Preliminary Design and Environmental Monitoring: Geotechnical and limited environmental field studies/screening and reporting, and development of 50% plans by the project team. • Phase 3B Environmental Supplement: Additional environmental field studies, as warranted, based on Phase 3A field study. We have provided a placeholder scope and budget for Phase 3B based on the assumption that the location and number of supplemental environmental explorations (push-probes) will be determined after Phase 3A is complete. • Phase 3C Final Design: Development of plans and specifications by the project team with Kleinfelder providing consulting support as well as shoring and dewatering recommendations and contaminated materials construction management planning. Future Phase, to be Scoped Later: • Phase 4 Construction Management: This is anticipated to include periodic consulting and support for submittal and RFI review. This scope will be provided under a future proposal. SCOPE OF SERVICES Phase 3A: Geotechnical Preliminary Design & Environmental Monitoring The purpose of Kleinfelder's Phase 3A geotechnical and preliminary environmental services will be to perform explorations within the boundaries of the site to identify soil lithology and collect soil samples for laboratory testing for geotechnical and environmental purposes. Aquifer testing will be conducted to evaluate dewatering requirements. Based on the observed soil lithology and laboratory testing we will provide geotechnical design recommendations for the proposed utility improvements. The preliminary environmental monitoring will consist of field-screening soils during the geotechnical investigation for apparent contaminant impacts and submitting select soil samples for laboratory analysis. This approach provides cost savings by collecting environmental data during the geotechnical investigation, which will reduce the number of additional environmental borings that may be required to characterize the project area. In the recently completed Phase 2 monitor well installation, one of six borings exhibited environmental impacts, which served to identify both apparently "clean" and "impacted" areas along the corridor. 20181376.001A/SEA19P96443 Rev1 Page 3 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 Additional environmental sampling (Phase 3B) will be conducted as necessary to assess groundwater quality and potential soil impacts in areas not assessed during the Phase 3A geotechnical investigation where utility excavation may encroach suspected contaminated areas and where dewatering may be necessary. The following presents the geotechnical tasks (G1-G4) and environmental tasks (E1-E2) to conducted for the Phase 3A scope of services. Phase 3A Task GI: Geotechnical and Environmental Screening Field Investigation This task will include the geotechnical investigation and environmental soil screening. We plan to complete 18 hollow-stem auger borings, combined geotechnical and environmental, within the boundaries of the site. The borings will be advanced using either a truck-mounted rig and/or a rubberized track rig. All borings are planned to be 30 feet in depth, except for 2 borings that are planned to be 20 feet and 45 feet in depth. The boring depths are estimates and actual depths will vary based on site conditions and potential environmental concerns. The purpose of the one deeper borings is to collect enough data to properly evaluate the potential of settlement(buildings, roads, existing utilities, etc.) caused by dewatering; estimate potential dewatering flows by identifying aquifer thickness; and estimate the dewatering induced radius of influence. Our proposed Site and Exploration Plan is attached. The locations of the geotechnical borings are distributed at approximate 150-to 800-foot centers along the Site utility corridors. The approximate 150-foot centers spacing are along South 3td Street based on our discussion with Murraysmith. A portion of the selected boring locations correspond with areas identified as having the potential for soil and/or groundwater contaminant impacts; therefore, we have included the cost for installation of five 2-inch PVC monitoring wells and environmental laboratory analysis of ten soil samples during Phase 3A. If the groundwater elevations identified in the wells are within the anticipated depth of the utility excavations in a given location, that well may be sampled for groundwater contaminants, during Phase 3B. We have included three aquifer tests with this proposal to evaluate the in-situ hydraulic properties of the soil lithology,which will be used to evaluate dewatering requirements and flows.The aquifer tests will be conducted in select wells previously installed in Phase 2. Geotechnical soil sampling will consist of SPT samples taken at 2.5-foot intervals in the first 10 feet and 5-foot intervals thereafter.Additionally, we plan on collecting 12 Shelby Tube samples at various depths. During geotechnical drilling, all soil samples will be field screened for organic vapors using a field-calibrated photoionization detector(PID). If evidence of contaminant impacts is identified by visual staining or elevated PID readings, we will collect soil samples for environmental laboratory analysis. All of these explorations will be observed and logged by a Kleinfelder engineer and/or geologist. The asphalt surface will be repaired by the driller by patching with concrete, which we assume will be acceptable to the City based on plans for future road reconstruction. If environmental screening identifies suspected soil impacts, the augers and downhole sampling equipment will be decontaminated prior to mobilizing to the next boring. For costing purposes,we have assumed a total of 5 borings will need decontamination and monitoring wells will be installed in one boring for future groundwater sampling. All drill cuttings are to be drummed into barrels with lids. Drums that contain soil with no visible indication of contamination and no elevated PID readings will be deemed "clean" and hauled off- site as clean cuttings. Drums that contain soil with visible staining and/or elevated PID readings 20181376.001A/SEA19P96443 Rev1 Page 4 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 will be deemed "impacted"and will need to be stored within the boundaries of the site(location of storage area to be identified at a later date and provided by the city, but assumed to be within 1 mile of the drill site). Once the appropriate environmental laboratory testing has been completed the impacted drummed soils will be disposed of. Provided that the City promptly executes disposal manifests that are required for pick-up and disposal, we estimated that the soils will be removed within 14 days of initial storage. For the purposes of this cost estimate, we have assumed the soil analysis conducted for the given boring will be adequate for disposal profiling and have not included additional lab fees for disposal profiling. We have assumed up to ten drums of impacted soil and five drums of impacted water will require disposal. Kleinfelder will notify the One-Call Utility locate services prior to exploration so the member utility companies can mark their facilities. Due to the dispersed locations of the wells, One-Call will require a site meet prior to locating. Additionally, we will have the proposed Site boring locations scanned by a private utility locator in order to clear any unmarked/private utilities. We have included additional labor to attend both utility clearance meets. We also request that the City provide us with available utility maps. We have also included use of an air knife to pothole up to 5 feet deep in 18 locations. In some instances, potholing may not be performed at the borehole, but at adjacent utilities to verify locations. The City should be aware that penetrating the site's surface is inherently risky, especially since much of the proposed utility alignment is near existing utilities. It is impossible to determine with certainty the precise location of all structures that may be buried in the ground. Kleinfelder's fee is not adequate to compensate for both the performance of the services and the assumption of risk of damage to such structures. Although Kleinfelder will make all reasonable effort to avoid damage to utilities, disruption of utilities or damage to underground structures will be the responsibility of the City. Services rendered by Kleinfelder to repair them will be billed at cost. Of our 18 planned borings, we estimate that 12 can be drilled in on-street parking locations and 3 can be drilled in a median, and that traffic control will not be needed in these locations. The City review of our traffic control plans will dictate which borings will likely require lane closures and we assume work hours will be limited, thereby reducing production rates. We have included costs for traffic control, including signage and flaggers, at six boring locations. We will develop traffic control plans for submission to the City for street use permits and safety at the work sites. We have assumed that the City will waive fees for street use permits. We anticipate that the approximate exploration locations depicted on our Site and Exploration plan will be adjusted due to utility conflicts, etc. Phase 3A Task G2: Aquifer Testing This task will include aquifer testing in three of the six previously installed groundwater level monitoring wells to evaluate hydraulic conductivity and transmissivity. The hydraulic conductivity and transmissivity are essential input for dewatering evaluation. Aquifer testing will be in the form of slug tests. The slug testing includes up to three slug-in and three slug-out tests at each location. Kleinfelder staff will perform the tests and evaluate the data recorded during the tests. Prior to aquifer testing, these wells will be developed by the driller to create good contact with the aquifer. Well development will produce some waste water. The water will be drummed and a sample collected for disposal profiling. We have assumed a total of three drums of wastewater will be produced from the aquifer testing. Estimated drum disposal costs are included, but could vary depending on what, if any, contaminants are identified in the water. 20181376.001NSEA19P96443 Rev1 Page 5 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 The software used to evaluate the slug testing data and to estimate hydraulic properties will be AQTESOLV created by HydroSOLVE, Inc., 2303 Horseferry Court, Reston, VA, USA. AQTESOLV provides visual and automatic methods for matching mathematical solutions such as the Neuman method to aquifer test data. It is a water resource and environmental industry accepted standard. Using the data generated from soil analysis, and slug test data, we will estimate a range of anticipated hydraulic conductivities, flow rates, and radii of influence from dewatering activities. Phase 3A Task G3: Geotechnical Laboratory Testing This task will include laboratory testing for the geotechnical samples. For identification and estimating soil properties we plan on performing 20 Atterberg limits, 8 hydrometers, 30 percent fines (-200 washes), 15 grain size analyses, 120 natural soil moisture contents, and 2 modified proctors. In addition, for settlement evaluation, we plan on performing 4 one-dimensional consolidation tests. Phase 3A Task G4: Preliminary Geotechnical and Dewatering Evaluation Report A Kleinfelder Professional Geotechnical Engineer and a Hydrogeologist will prepare a Preliminary Geotechnical and Dewatering Evaluation Report based on the findings of our assessment. The Preliminary Geotechnical and Dewatering Evaluation Report will include: • A site and exploration plan showing approximate exploration locations; • A summary of the field and laboratory programs including exploration logs; • A discussion of the site geology and surficial and subsurface conditions encountered including soils and groundwater; • A summary of contaminated soils laboratory test results, if encountered; • A summary of the pavement sections encountered in our explorations; • Recommendations for re-use of trench spoils for backfill, as well as imported bedding and structural backfill; • Compaction recommendations; • Recommendations for stabilization of trench subgrade, as appropriate; • Recommendations for temporary excavation support and shoring; • A discussion of potential settlement concerns and estimates of potential ground settlement due to dewatering drawdown; • Slug test results; • Flow estimations and radius of influence estimations for dewatering; • Table showing estimated ground water drawdowns with distance from excavation; • Description of appropriate dewatering technologies; • Recommendation of preferred dewatering approach; and • Recommendations for any supplemental explorations in Phase 3. 20181376.001A/SEA19P96443 Rev1 Page 6 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 We will transmit an electronic copy of the draft report for review by the City within about six weeks of completion of the field exploration program. We will meet with the Murraysmith and/or the City of Renton to discuss the findings of our assessments and address report comments. Based on our discussion and your written comments on our draft report,we will prepare a final geotechnical and dewatering evaluation report.We will transmit up to five hard copies of the final geotechnical and dewatering evaluation report and an electronic copy to you within two weeks of our receipt of written draft report comments. Phase 3A Task El: Limited Environmental Screening and Analysis As detailed above, environmental screening of soil samples will be conducted during the geotechnical drilling. In borings where soil contamination is identified during field screening, one sample per boring will be retained where visual and PID readings indicate the highest potential for contaminant impacts. We have assumed soil samples will be submitted for lab analysis from 6 of the 18 geotechnical borings. The soil samples will be submitted to an EPA certified analytical laboratory for analysis of Total Petroleum Hydrocarbons (TPH) by method NWTPH-HCID and VOCs by EPA Method 8260. For the purposes of this proposal we have assumed up to 10 soil samples will be submitted for laboratory analysis. If additional lab analysis is deemed necessary, this would incur additional cost beyond this estimate. The three wells proposed for Slug testing will require well development that will produce excess groundwater. The water will be retained in drums and characterized for appropriate disposal. One sample per well will be collected and analyzed for(TPH) by method NWTPH-HCID and VOCs by EPA Method 8260. Phase 3A Task E2: Environmental Screening Data Analysis and Reporting Results of the environmental screening conducted during the Phase 3A geotechnical preliminary design phase will be reported in the geotechnical report. A Kleinfelder environmental scientist will review the field vapor screening and laboratory analytical results and evaluate the location, possible source(s) and contaminant characteristics. The environmental results will be presented in the geotechnical report, and will include laboratory analytical results, tables and figures identifying the locations and reported contaminant concentrations of the soil samples collected. Phase 3B: Supplemental Environmental Services Phase 3B will include collecting additional environmental samples within the boundaries of the site at select locations identified as having the potential for soil and groundwater impacts based on Kleinfelder's desk top environmental screening and the Phase 3A investigation findings. The purpose of Phase 3B would be to assess locations of potential environmental concern not assessed during Phase 3A, as well as to supplement the Phase 3A data in areas where contaminants were detected to identify those areas where impacted soil and/or groundwater may be encountered during utility construction. The final scope for Phase 3B will be developed based on the findings of the Phase 3A investigation. This proposal provides an anticipated level of effort and associated fee for planning purposes. The revised scope and cost estimate will be submitted after completion of Phase 3A. While numerous locations within the project area have been identified as having the potential for groundwater impacts that could complicate construction dewatering; it is possible that the utility excavations may not extend to groundwater in some of those locations. The groundwater 20181376.001A/SEA19P96443 Rev1 Page 7 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 elevations will be compared to the anticipated excavation depths for utility work in a given area to determine what locations within the project area may require dewatering during construction. Additional environmental investigation will then be conducted in those locations where potential environmental impacts were identified in the desk-top study and dewatering appears necessary. Phase 3B Task E3: Environmental Data Evaluation and Final Scope Preparation Kleinfelder will confirm the final scope of services for Phase 3B upon completion of the geotechnical investigation and environmental screening (Phase 3A) and the team's determination of locations likely to require dewatering during construction. Depth to water, contaminant sources, and anticipated excavation depths will be considered. The assessment scope of services will be developed with the team's input and will be based on the desired level of definition for contaminant locations and extent. We will confirm a final scope of work and fee estimate prior to initiating field work. Phase 3B Task E4: Environmental Field Investigation and Laboratory Analysis The environmental investigation will be conducted using a direct-push hydraulic drilling rig (geoprobe). For the purposes of this proposal we anticipate advancing 8 borings to a depth of approximately 20 feet. The final number and location of borings will be determined after completion of Phase 3A exploration and will depend partly on the number of impacted areas identified during Phase 3A. It is possible fewer borings will be necessary if groundwater is deeper than proposed utility alignments. During the investigation, soil samples will be collected continuously during boring advancement and logged according to the Unified Soil Classification System (USCS). The soil samples will be screened for organic vapors using a field-calibrated PID. Kleinfelder will select one soil sample from each boring where visual and PID readings indicated the highest potential for contaminant impacts to be submitted for laboratory analysis. Upon completion of each soil boring, a groundwater sample will be collected by connecting new, disposable tubing to a peristaltic pump and inserting the tubing through the drilling rods into the borings. No permanent well will be installed.Additional groundwater samples may be collected from monitoring wells installed during the geotechnical investigation Phase 3A if there is indication of contaminants in the area. We have assumed up to 5 groundwater samples will be collected for lab analysis from the wells. The soil and groundwater samples will be collected in laboratory-prepared sampling jars, placed on ice and submitted to the laboratory under chain-of-custody (COC). One soil and one groundwater sample from each boring will be submitted for analysis of NWTPH-HCID, then for either TPH-GRO or TPH-DRO depending on the NWTPH-HCID results, and VOCs by EPA Method 8260B. Additional laboratory analysis may be conducted to assess for contaminants specifically required for discharge permitting,to be determined. For the purposes of this proposal we estimate a total of 8 soil and 13 groundwater samples. Consistent with the Phase 3A field work, Kleinfelder will notify the One-Call Utility locate services prior to exploration. Additionally, we will subcontract a private utility locator in order to clear any unmarked/private utilities. A number of the borings will likely require lane closures and we assume work hours will be limited, thereby reducing production rates. We will develop traffic control plans for submission to the City for street use permits and safety at the work sites. We have assumed that the City will waive fees for street use permits. 20181376.001A/SEA19P96443 Rev1 Page 8 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1 425.636.7900 f 1425.636.7901 Phase 3B Task E5: Review Data and Summary Report Kleinfelder will prepare a report summarizing our environmental investigation and identifying those areas with detected soil and/or groundwater contamination. The report will document the field investigation, soil and groundwater sampling methodology, and the laboratory analytical results. It will include tabulated soil and groundwater analytical data, a scaled Site map with boring locations, and recommendations for any additional characterization. Phase 3C Final Design Geotechnical and Environmental Services Kleinfelder will confirm the final scope of services for Phase 3C upon completion of Phases 3A and 3B. Phase 3C Task 1: Revised Geotech Design and Construction Recommendations Kleinfelder will review changes to the project plans including alignments and invert depths and provide revised geotechnical design and construction recommendations, and issue a revised report, as appropriate. Kleinfelder will revise recommendations for the design of shoring systems and dewatering, if needed. At this time we have included a modest placeholder budget for this task as it may not be necessary. Phase 3C Task 2: Contaminated Materials Management Plan Kleinfelder will develop a Contaminated Materials Management Plan (CMMP) to provide guidelines for safe handling, storage and disposal of contaminated soil and materials during construction in general accordance with federal and state regulations. The extent, location and nature of impacted soil and/or groundwater in the project corridor is currently unknown. Kleinfelder can prepare a basic Contaminated Materials Management that would identify the known contaminants of concern and their approximate locations, health and safety considerations, lab analysis required for soil disposal profiling and general material handling protocols (s.a. covering stockpiles to limit runoff, etc.). The primary materials management challenge will be managing impacted groundwater during dewatering activities. The location, contaminants, and potential volumes of impacted groundwater that will be produced during dewatering is unknown. Therefore, the materials management solutions for groundwater may be straightforward or complex. If the City requires development of a detailed plan of how to store, treat, permit, discharge impacted groundwater, the materials management plan will be significantly more complex. If the city has the ability to negotiate discharge of impacted groundwater to the local sewer system (not storm drain) the groundwater management will be much less complex. Phase 3C Task 3: Settlement Evaluation/ Plan and Specification Support Kleinfelder will identify areas of potential settlement / settlement risks due to construction dewatering. A settlement monitoring plan will be developed along the alignment for those areas within the most significant influence of dewatering wells. We will assist with the incorporation of a settlement monitoring plan into the project specifications. We will assist in incorporating the geotechnical and environmental recommendations into the final design documents (plans and specifications). 20181376.001A/SEA19P96443 Rev1 Page 9 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 Phase 3C Task 4: Geotechnical Risk Management Plan If requested, Kleinfelder will assist the project team in implementing a geotechnical risk management plan that includes mitigation for known risks and contingencies for unknown risks related to project construction. Some applicable risk items for the project include higher groundwater than expected, dewatering induced settlement, unanticipated contamination of soil or groundwater, damage to existing utilities, and unknown ground conditions (particularly if any trenchless methods or alignment changes are considered). FEE We propose to perform the above detailed scope of services based on our standard 2019 rates on a time and materials basis not to exceed a total fee of$282,410. A breakdown of our proposed fee is presented below. Phase 3A: Geotechnical Preliminary Design with Preliminary Environmental Monitoring Task GI: Geotechnical and Environmental Screening Field Investigation Kleinfelder Labor $ 53,740 Kleinfelder Mileage/ Expenses/Equipment $ 2,270 Locate/ Driller/Air Knife/Traffic Control/ Drums $ 65,160 Task G 1 Total $ 121,170 Task G2: Aquifer Testing Kleinfelder Labor $ 6,230 Kleinfelder Mileage/ Expenses/Equipment $ 1,160 Traffic Control/ Drums $ 3,080 Task G2 Total $ 10,470 Task G3: Geotechnical Laboratory Testing Kleinfelder Labor $ 1,800 Geotechnical Laboratory Testing $ 15,425 Task G3 Total $ 17,225 Task G4: Geotechnical and Dewatering Evaluation Report Kleinfelder Labor $ 19,645 Task G4 Total $ 19,645 Task El: Environmental Data Evaluation and Final Scope Preparation Kleinfelder Labor $ 3,210 Field Equipment $ 900 Task El Total $ 4,110 Task E2: Environmental Screening Data Analysis and Reporting Kleinfelder Labor $ 2,800 Environmental Laboratory $ 4,200 Task E2 Total $ 7,000 Phase 3A Total $ 179,620 20181376.001A/SEA19P96443 Rev1 Page 10 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 Phase 3B: Supplemental Environmental Services Task E3: Environmental Data Evaluation and Final Scope Preparation Kleinfelder Labor $ 4,750 Task E3 Total $ 4,750 Task E4: Environmental Field Investigation and Laboratory Analysis Kleinfelder Labor $ 18,985 Kleinfelder Mileage/Expenses/Equipment $ 1,035 Locate/ Driller/Air Knife/Traffic Control/ Drums $ 18,320 Analytical Laboratory $ 6,900 Task E4 Total $ 45,240 Task E5: Review Data and Summary Report Kleinfelder Labor $ 7,600 Task E5 Total $ 7,600 Phase 3B Total $ 57,590 Phase 3C: Final Design Phase 3C Task 1: Revised Geotech Design and Construction Recommendations Kleinfelder Labor $ 6,800 Task Phase 3C Task 1 Total $ 6,800 Phase 3C Task 2: Contaminated Materials Management Plan Kleinfelder Labor for Basic Plan $ 7,500 Additional Kleinfelder Labor for Complex Plan $ 15,000 Task Phase 3C Task 2 Total $ 22,500 Phase 3C Task 3: Settlement Evaluation / Plan and Specification Support Kleinfelder Labor $ 9,300 Task Phase 3C Task 3 Total $ 9,300 Phase 3C Task 4: Geotechnical Risk Management Plan Kleinfelder Labor $ 6,600 Task Phase 3C Task 4 Total $ 6,600 Phase 3C Total $ 45,200 PHASE 3A, 3B AND 3C TOTAL $282,410 This fee does not include costs associated with construction observation, testing or engineering consultation during construction, review of project plans and specifications, or additional work requested by reviewing authorities. It is also possible that the information obtained in the field during this investigation will require more detailed analysis than we currently anticipate. Kleinfelder would be pleased to provide such additional services, upon request. ' • 20181376.001A/SEA19P96443 Rev1 Page 11 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 SCHEDULE We are prepared to begin work within 3 to 4 weeks of receiving a signed contract. Note that the start date is largely influenced by the driller availability and City permits. We anticipate our Phase 3A geotechnical and environmental exploration will last approximately 2 weeks. We will transmit a draft report for review by Murraysmith and the City of Renton within about 6 weeks of completion of the field exploration program.We will meet with the Murraysmith and/or the City to discuss the findings of our assessments and address report comments. Based on our discussion and your written comments on our draft preliminary report, we will prepare a final preliminary geotechnical and dewatering evaluation report. We will transmit three hard copies of the final preliminary geotechnical and dewatering evaluation report and one electronic copy to you within two weeks of our receipt of your written draft report comments ASSUMPTIONS Based on information available during our preparation of this proposal the following assumptions apply: • Geotechnical borehole spacing of approximately 150-to 800-feet is acceptable, additional borings may be added under a separate scope, if appropriate; • Right-of-entry and site access permission will be provided by Murraysmith and/or the City of Renton, including potential private property/ utility easement areas; • This scope is based on assumed geotechnical results in Phase 3A and 3B. Modifications to this scope and project budget maybe required to best meet the project needs. • Available historical and as-built information will be provided by Murraysmith and/or the City of Renton; • Where road closures are required, field exploration can be completed during normal business days Monday-Friday, but only within closure windows providing 8 hours of work. Where borings will only require occupancy of on-street parking or parking lots, field exploration can be completed between the hours of 8:00AM and 3:30PM seven days a week; • Field exploration can be scheduled to occur sequentially on all exploration locations to avoid multiple subcontractor mobilizations; • The City of Renton will waive street use permit fees; • Drummed soil cuttings and water can be stored within 1 mile of the Site; • Not more than 10 drums will require disposal and of those, not more than 5 will contain impacted soil or water; • Air-knife potholing will be required at every location for Phase 3A explorations; • Boring locations and elevations, including monitoring well standpipe elevations, will be surveyed by others after completion; • Traffic control will be required at all Phase 3A boring locations, no more than 3 slug test locations; and, • Reading water levels at two monitoring wells will likely requiring traffic control. 20181376.001A/SEA19P96443 Rev1 Page 12 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 LIMITATIONS This proposal specifically excludes the assessment of environmental characteristics (particularly those involving hazardous substances such as lead, asbestos, pesticides, herbicides, petrochemicals and others substances at the site). Although risk can never be eliminated, more detailed and extensive investigations yield more information, which may help understand and manage the degree of risk. Since such detailed services involve greater expense, our clients participate in determining the level of service that provides adequate information for their purposes at acceptable levels of risk. Our work will be performed in a manner consistent with that level of care and skill ordinarily exercised by other members of Kleinfelder's profession practicing in the same locality, under similar conditions and at the date the services are provided. Our conclusions, opinions and recommendations will be based on a limited number of observations and data. It is possible that conditions could vary between or beyond the data evaluated. Kleinfelder makes no guarantee or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. Regulations and professional standards applicable to Kleinfelder's engineering services are continually evolving. Techniques are, by necessity, often new and relatively untried. Different professionals may reasonably adopt different approaches to similar problems. As such, our services are intended to provide the Client with a source of professional advice, opinions and recommendations based on our limited number of field observations and tests, collected and performed in accordance with the generally accepted engineering practice that exists at the time our services are rendered and may depend on, and be qualified by, information gathered previously by others and provided to Kleinfelder by the Client. During the course of the performance of Kleinfelder's services, hazardous materials may be discovered. Kleinfelder will assume no responsibility or liability whatsoever for any claim, loss of property value, damage, or injury that results from pre-existing hazardous materials being encountered or present on the project site, or from the discovery of such hazardous materials. Nothing contained in this proposal should be construed or interpreted as requiring Kleinfelder to assume the status of an owner, operator, generator, or person who arranges for disposal, transport, storage or treatment of hazardous materials within the meaning of any governmental statute, regulation or order. The client will be solely responsible for notifying all governmental agencies, and the public at large, of the existence, release, treatment or disposal of any hazardous materials observed at the project site, either before or during performance of Kleinfelder's services. The client will be responsible for all arrangements to lawfully store, treat, recycle, dispose, or otherwise handle hazardous materials, including cuttings and samples resulting from Kleinfelder's services, beyond those specifically addressed herein. This proposal is valid for a period of 60 days from the date of issue. This proposal was prepared specifically for the client and its designated representatives and may not be provided to others without Kleinfelder's express permission. 20181376.001A1SEA19P96443 Rev1 Page 13 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p 1425.636.7900 f 1425.636.7901 CLOSURE We understand that a formal contract will be sent to us containing the agreed upon scope of services and budget. If you have any questions regarding the contents of this scope of services and budget or require additional information, please contact us at (425) 636-7900. Sincerely, KLEINFELDER 27 se;e/- 11/6.44,44 Corinne Hillard, PG Marcus B. Byers, PE Senior Environmental Project Manager Principal Geotechnical Engineer Attachments: Proposed Site and Exploration Plan Fee Schedule 20181376.001A/SEA19P96443 Rev1 Page 14 of 14 May 30, 2019 ©2019 Kleinfelder (Revised June 27,2019) KLEINFELDER 14710 NE 87th Street,Suite 100,Redmond,WA 98052 p l 425.636.7900 f l 425.636.7901 E SZ ' 02 J ---� f] fci. ✓ r1 .. -- 6 Ir,I V 0) O I I—l.—r - t. J7 ICE 2 -. m l JJJ mn L:T I _._.. j. II r� row II `_ -- ; . '®. KB-R L —T'� � - a j�Bdj �� KB-5� ,III/// c . j�j O ta r __. ( •�'— I• _.. -�I II j 1 _ �1 I Imo' ' I � u _ KB-15 -::::.1--I • I { _- MW�� K416 .� 1,1 s� ;1 VlB 12 1.-., mv � �1 S •I- 1I I 7,....}.84 B-7 _ _�MLyv<. .8-73�z 1 K4-1 B r'�' --. 5 • \ L.1 if --Lr ,� 'i __._ u_ ..LJ �. .I 1__. _ 1 `-- IS I 5 .\ rn 17111.1i �,, t\ \ `� � _ mycar 'iC s( 1 1r_ --wH,s __ t1_I I U{r-rT I-r I Q t-) , -�- — ,\ KB-77 l r -�- LJ--`. Li S— -TT II I.. _ � S- LCaj F-1 r2 _.. s ,I[j /gy g L — sS 4 � � I� QQ L. P �. �fK 18 / !.1- fi , 4L,7�- r-- c� n Li ❑ r 1 _ E y 300 150 0 300 PROJECT' "n'2NTw PROPOSED GEOTECHNICAL BORING AND FIGURE APPROXIMATE SCALE(feet) LEGEND \ DRAWN BY OW INSTALLED MONITORING WELL LOCATION MAP MW_8-I APPROXIMATE MONITORING WELL LOCATION KLEINFEL OER GRECRED BY RB 1 R. m e KB-11• PROPOSED GEOTECHNICAL BORING LOCATION \` BR9ALYMPIe Rig/NBC/WW1 DOTE OY2BI9 DOWNTOWN UTILITY IMPROVEMENTS PROJECT y �-,==z_ --sue-.�,�..�.------- RENTON,WASMINGTON a REVISED mem KLEINFELDER 2019 FEE SCHEDULE PROFESSIONAL STAFF RATES* Professional $ 102/hour Staff Professional $ 128/hour Project Professional $ 157/hour Principal Professional $ 182/hour Senior Principal Professional $ 225/ hour Project Manager $ 168/ hour Senior Project Manager $ 225/ hour Designer/Drafter $ 99/hour Senior Designer/Drafter $ 127/hour Project Controls Professional $ 115/hour Senior Project Controls Professional $ 182/hour TECHNICAL STAFF RATES Technician $ 68/hour Senior Technician $ 93/hour Inspector $ 93/ hour Senior Inspector $ 120/ hour Construction Manager $ 168/ hour ADMINISTRATIVE STAFF RATES Administrator $ 71/ hour Project Administrator $ 106/hour Minimum Charges for Office Time Per Day One Hour at Applicable Rate Kleinfelder reserves the right to adjust the fee schedule on projects not completed within 180 days from the contract signature date. Public works projects or projects receiving public funds may be subject to Prevailing Wage laws. The above rates do not apply to projects subject to prevailing wages. Hourly rates for those projects will be supplied separately. * Applies to all professional rates including but not limited to civil, mechanical, chemical, electrical, geotechnical and environmental engineers; industrial hygienists; geologists; hydrogeologists; hydrologists;and computer specialists. Hourly rates assume that other direct costs will be billed and reimbursed by the client. Kleinfelder reserves the right to adjust the fee schedule on projects where other direct costs are not reimbursed. Kleinfelder Fee Schedule 2019B Revised 03/2019 ATTACHMENT D civil &structural ENGINEERING engineering&planning July 24, 2019 Murraysmith TyTadano, PE, Principal 520 Pike Street,Suite 1350 Seattle,WA 98101 206.462.7030 ty.tadano@murraysmith.us Project City of Renton Culvert Alterations SW Sunset Boulevard &Rainier Ave South Renton,WA 98057 Scope of Work The City of Renton would like to construct a small vault on top of an existing 8'tall x 10'wide box culvert that is buried 5' below grade. The vault will be used to provide access from the ground surface into the box culvert below. Because existing records are not available for the box culvert,a support frame will be designed to span across the width of the box culvert,so that the additional loads from the vault are not imposed on the box culvert. CG Engineering will provide the structural engineering design of the support frame which will span across the top of the culvert and support the proposed vault. The support frame will likely consist of concrete beams with small diameter pipe piles at the ends(outboard of the culvert walls). In addition to supporting the vault,the concrete support frame will locally strengthen the box culvert so that a new access hole or holes can be cut through the roof. We have assumed that a precast vault will be used, and the design of the vault will be the responsibility of the supplier,which is typical for precast vaults. At a separate location, a new 21"sewer main will need to cross through the existing 8'tall x 10'wide box culvert. A new 30"—36"hole will be cored through each side wall of the box culvert to allow passage of the 21"sewer main through the culvert. CG Engineering will provide the design and drawings of a steel frame that will strengthen each side wall of the culvert at the location of the cored hole. The steel frame will likely consist of vertical steel tube strongbacks and interconnecting horizontal steel tubes above and below the cored hole. Structural engineering drawings consisting of structural notes, plans,sections,and details of the structural conditions will be provided. We anticipate that five structural drawing sheets will be needed. In addition, structural specifications and cost estimates will be provided for the 60%,90%, and 100%submittals. In addition to the culvert alteration work,CG Engineering will provide the structural design for the vertical support of 66" and 51.5"4 water pipes where crossing trenches are required. The structural support will consist of a steel beams spanning across each trench with straps extending down to temporarily support the water pipes during excavation. Stamped structural calculations and a single structural drawing sheet will be provided for SPU review and approval. 250 4th Avenue South,Suite 200 Edmonds,WA 98020 ph.425.778.8500 I f.425.778.5536 www.cgengineering.com City of Renton Culvert Alterations July 24, 2019 Murraysmith Page 2 of 3 We will respond to building department comments within our scope of work and make necessary revisions to obtain a building permit. We will also provide bidding support services consisting of responses to bidder questions and review of potential substitution requests from the bidders during the bidding phase. Revisions to the structural drawings,if needed,will be summarized in a single addendum. Structural PS&E Design Fee=$29.570.00(NTE) Assumptions • AutoCad compatible site plans will be provided for our use • Construction support services are not included in this scope of work • Design of the precast vaults will be by others • We will work to design a cost-efficient structure, but value-engineering services undertaken after design is underway may be considered an additional service. • Revisions due to owner or contractor-initiated changes, or changes required due to unforeseen conditions, may be considered an additional service. 250 4th Avenue South,Suite 200 Edmonds,WA 98020 ENGINEERING ph.425.778.8500 I f.425.778.5536 www.cgengineering.com City of Renton Culvert Alterations July 24, 2019 Murraysmith Page 3 of 3 2019 Schedule of Charges Personnel Charges Hourly Rate Principal $215.00 Associate Principal $190.00 Project Manager $170.00 Structural Engineer Ill $150.00 Structural Engineer II $130.00 Structural Engineer I $110.00 Civil Engineer Ill $150.00 Civil Engineer II $130.00 Civil Engineer I $110.00 Planner $130.00 CAD Drafter III $105.00 CAD Drafter II $95.00 CAD Drafter I $85.00 Clerical $80.00 250 4th Avenue South,Suite 200 Edmonds,WA 98020 0 ph.425.778.8500 I f.425.778.5536 ENGINEERING www.cgengi neeri ng.com CITY OF RENTON CULVERT ALTERATIONS STRUCTURAL ENGINEERING LEVEL OF EFFORT CG ENGINEERING s ', ,s.. , ;, ,t ABOR CLASSIF,ICATIONt(IfOURS)r �; q?s =FSTIM[TED}FEES, " .,n.vr+^ s= r.•?^ 0)••0{TASK; i4 t4 0P7sea�sAa.=:?t*'t # �1 Pe.Ci 1911l n'IAS^5-n-.8xa^ife '§ lr$E I eAD ' ),;1%k7 r "', ' ' ``u t • i. t t ,.f, r r '' P I '. r`Clerical li r "'t ,,s.5 i y a" '�; rucn .,-PnuctpaU , r .^r e Dt afterrll+� a z „« Tolal�liours��rTotal,Gost 1 e r T ci,ci,r S215r S190'` ,)' S130�;n.: TiS95 '' v' 580,`i. 4 ° c ,. Task 1-Project Management _1.1 Correspondence&Coordination WI Prime Consultant&Team 8 8 S1,520.00 1.2 Internal Staff Management 8 8 $1,720.00 1.3 Meeting(Assume I) 4 _ 4 $760.00 Subtotal 8 12 0 0 0 20 $4,000.00 Task 2-60%Design Phase 2.1 Develop 60%Structural Drawings 2 4 28 16 50 $6,350.00 2.2 Technical Specifications _ 2 2 $380.00 2.3 Structural Cost Estimate 2 2 $380.00 Subtotal 2 8 28 16 0 54 $7,110.00 Task 3-90%Design Phase 3.1 Respond&Incorporate Team&Owner Comments 2 6 8 $1,160.00 3.2 Develop 90%Structural Drawings 2 2 36 20 60 $7,390.00 3.3 Technical Specifications 2 2 4 $540.00 3.4 Structural Cost Estimate 2 2 $380.00 Subtotal 2 8 42 20 2 74 $9,470.00 Task 4-100%Design Phase 4.1 Formally Respond to Building Department Comments 2 6 8 $1,160.00 4.2 Deve1_l00%Structural Drawings 2 2 12 10 26 $3,320.00 4.3 Technical Specifications I I S190.00 4.4 Structural Cost Estimate I 1 $190.00 _ Subtotal 2 6 18 _ '10 0 36 $4,860.00 Task 5-Bidding and Award 5.1 Bidder Inquiries 2 4 6 $1,190.00 5.2 Addendum(Assume I) 4 4 8 $900.00 Subtotal 2 4 4 4 0 14 $2,090.00 Task 6-Pipe Protection Plan(SPU) 6.1 Structural Design and Structural Drawing Sheet 2 2 8 2 14 $2,040.00 Subtotal 2 2 8 2 0 14 $2,040.00 •TOT4C7ALL TASKS); ,„ e , ,. ,18. i . .40, ;;'v .100 , g.i 52 u r",+. ,.a.2°" s `111 .s, .-`,`t$291570.00 a ATTACHMENT E Envirolssues - Public Outreach Scope Renton Downtown Utility Improvements Project - Phase 3 Scope of Services,May 10,2019 Project Overview and Background In general,this work is intended to advance design for improvements to water, sewer,and stormwater utility systems to address identified deficiencies to support future development within the defined study area of downtown Renton.The project limits focus on the downtown business area. Replacing, rehabilitating, and/or upsizing the individual utilities are anticipated due to age,capacity needs, condition and/or maintenance requirements.S 2nd Street and S 3rd Street are major arterial roadways located within the City's Center Downtown area and are lined by a variety of commercial businesses, Renton High School,and other mixed-use properties and contain several other utilities, both public and private. Two primary outreach milestones are anticipated during this phase of work:a design update coinciding with the 90%design milestone, as well an update at the final design milestone, prior to construction start in early 2020.This work does not include formal pre-construction outreach and notifications,which are assumed in the next phase of work. Phase 3 Duration The second phase of this project is expected to last approximately 7 months,from June 1 through December 31,2019. Task 1 Public Information and Outreach Purpose: Provide public information and outreach assistance as requested by the City during Phase 3 of the project. • Subtask 1.1—Prepare Project Stakeholder List and Outreach Plan: Based on project area research and information provided by the City, prepare an outreach plan including project stakeholder list and recommended contact methods, coordinated with technical schedule. • Subtask 1.2—Develop Project Information Material: Develop and design public information materials,which will include: o Website content: Prepare content for one(1) project webpage that includes background information and links to key materials (e.g., project fact sheet),and up to one (1) update.Subconsultant will coordinate with the City's webmaster who will manage the webpage. o Project fact sheet: Prepare fact sheet with project overview,schedule, design details, and project contact information to post on the website and to share electronically, by mail,and at in-person events and meetings. Includes up to one (1)fact sheet and one (1) update near final design, as new project information is available. • Subtask 1.3—Support Community Outreach: Prepare for and attend public briefings and meetings. Activities may include: Renton Downtown Utility Improvements Project May 10,2019 Public Outreach Scope—Envirolssues Page 1 o Community briefings:Coordinating and attending up to two (2) downtown business and resident meetings at outreach milestones(a total of four[4] meetings).Appropriate groups to brief could include groups such as the Renton Downtown Partnership Board of Directors.Support will include corresponding with organizations to schedule meetings, drafting a project"blurb"that organizations can share through their communication channels,developing draft and final presentation material, attending meetings with City or consultant staff presenter to assist with setup and notetaking, and providing a summary of comments and questions received at the meeting. o Public meeting: Planning and attending up to one (1)City public event.This may take the form of a daytime or evening open house/"drop-in"style meeting where businesses and residents can learn more about the project.This meeting will occur at the 90% design milestone.A basic meeting plan will be developed to organize logistics and staffing. Meeting content will include presentation, display boards,comment cards and sign-in sheet. o Project newsletter:Coordinating up to two (2) mailed newsletters to the project area (based on fact sheet content)that will inform the project area of design progress and project schedule, coinciding with outreach milestones. o Constituent responses:Assist in drafting responses to constituent questions, up to 15 total. • Subtask 1.4—Prepare Monthly Progress Reports and Invoices. Prepare and submit progress reports and monthly invoices showing activities completed, budget, and schedule status,and identifying key issues. Deliverable(s): • Draft and final project stakeholder list and outreach plan • Draft and final project website content and one update • Draft and final project fact sheet and one update • Draft and final newsletter mailers(up to 2) • Draft and final display boards(up to 8) • Project outreach graphics(maps,diagrams)to include in materials(up to 4 individual graphics) • Community meeting public input summaries(up to 5) • Draft and final responses to constituent inquiries(up to 15) • Monthly progress reports/invoices(up to 7) Assumption(s): • Participation in meetings and public events is limited to those defined under this task. Subconsultant participation will include attending meetings and preparing a brief public input summary after each event. City or other team member(s) will present. • Subconsultant will provide assets to support meetings, as needed (laptop, projector, easels, comment boxes) • City will cover direct costs for public meeting space,equipment rental and refreshments. • City webmaster will format and populate project website with content and graphics provided by Subconsultant. • Draft deliverables will be provided for up to two rounds of City review prior to finalization. Renton Downtown Utility Improvements Project May 10,2019 Public Outreach Scope—Envirolssues Page 2 • City will be responsible for reproducing and distributing project materials, including fact sheets, newsletters and display boards; subconsultant will perform graphical layout coordinate with printing/mailhouse vendors as needed. Renton Downtown Utility Improvements Project May 10,2019 Public Outreach Scope—Envirolssues Page 3 Cost estimate Staff Project Associate 2 Graphics Senior Coordinator Associate Fully Loaded Billing Rate $80.00 $116.00 $95.00 $158.00 Task 1.1 Prepare Project Stakeholder List and Outreach Plan Total Hours 4.0 6.0 0.0 2.0 12 Total Labor $321.68 $696.98 $0.00 $319.72 $1,334 , Task 1.2 Develop Project Information Material Total Hours 12.0 11.0 5.0 3.0 31 Total Labor $965.04 $1,277.79 $476.56 $473.59 $3,193 Task 1.3 Support Community Outreach Total Hours 37.0 64.0 34.0 2.0 137 Total Labor $2,975.55 $7,434.41 $3,240.64 $315.72 $13,966 Task 1.4 Progress reports and invoices Total Hours 0.0 7.0 0.0 0.0 7 Total Labor $0.00 $813.14 $0.00 $0.00 $813 TOTAL HOURS 53.0 88.0 39.0 7.0 _ 187 TOTAL LABOR COST $4,240.00 $10,208.00 $3,705.00 $1,106.00 _ $19,259 TOTAL DIRECT COST* $355 TOTAL I $19,614 *Direct costs include miscellaneous reproduction costs and personal vehicle mileage. Renton Downtown Utility Improvements Project May 10,2019 Public Outreach Scope-Envirolssues Page 4 ATTACHMENT F Epic Land Solutions, Inc.ir Puget Sound Regional Office 900 Jefferson Street SE Box 1726 Olympia,WA 98507 Main (360)350-4786 July 23, 2019 Ty Tadano, P.E. Via Email:tv.tadanoPmurraysmith.us Principal Engineer Murray Smith 520 Pike Street, Suite 1350 Seattle WA 98101 RE: Right of Way Scope of Work for the City of Renton—Sewer Easements Dear Ty: Epic Land Solutions, Inc. ("Epic") is pleased to provide Murray Smith and the City of Renton the following fee proposal for their Sewer Easement Project.This letter confirms our commitment to provide real property and right of way services for this project, as well as outlines our scope of work and fee proposal. We appreciate your interest in Epic, and look we forward to working with you to serve the real estate consulting needs of the City of Renton. SCOPE OF WORK Epic understands that this project is locally funded with no federal funds and acquisition efforts are required to obtain 3 permanent sewer easements. Epic's Project Manager, Dianna Nausley-McKeon,will enable the City's project goals by managing these services from start to finish.We anticipate that the key tasks and deliverables for this project will include: 1. Right of Way Services Project Management 2. Property Rights Acquisition/Negotiations, including Title Examination and Clearance 3. Appraisals 1. Right of Way Services Project Management The Project Manager will interface with the City and its partners to manage the scope of the real estate services necessary for this project including coordination of valuation efforts. Epic will prepare and maintain a detailed project schedule and provide weekly progress reports to the City. Project management services includes meetings, right of way project guidance,coordination efforts with the valuation team,file maintenance, status reports,file close out,and budget tracking/analysis. 2. Property Rights Acquisition/Negotiations&Title Examination and Clearance Epic will review Agency-supplied title reports for the affected parcels and provide Title Review Memos identifying all potential encumbrances to project team members. Epic will assist in clearing the necessary encumbrances prior to closing, if feasible. Epic will facilitate recording and payment with City staff, if necessary. CREATING LAND SOLUTIONS FOR THE PUBLIC GOOD www.EpIcLand.com Page 1 of 4 Right of Way for City of Renton,Public Works Department Scope of Work for Sewer Easements Project Epic will provide real estate acquisition and negotiation services for the 3 parcels impacted by this project. Epic will prepare all right-of-way documents and offer letters in accordance with the City's right-of-way procedures manual for acquisition of impacted properties. Epic will draft the acquisition documents using City-approved forms or quality control of any forms that are created directly by City staff for pre-acquisition review, before any offers are made to property owners. Epic agents will act in good faith always and will never coerce owners in an attempt to settle the parcel.All negotiations will start with an in-person presentation of all offers when feasible.We will identify property owner issues,concerns and differences early on and document that information in the individual parcel negotiation diary. Epic will work with City staff throughout the negotiation process with the property owner until settlement is reached. 3. Appraisal Reports For the purposes of our fee proposal, contained herein,we are assuming that this project will require three (3)appraisals and no administrative offer summaries. Appraisals will be prepared by Epic in-house appraisal group on WSDOT's Approved Appraiser List and will create one(1) appraisal report for each of the 3 parcels impacted in this project. PROJECT TIME FRAME We assume the City has ordered title reports and Right of Way plans will be complete prior to the issuance of the Notice to Proceed (NTP). Our staff has the availability to start the when the City issues the NTP. The acquisition is expected to be complete within 4 months after the City establishes Just Compensation.The expected term of the project is four(4) months. COST PROPOSAL Real Estate Services Task Total Cost Per Task 1. Right of Way Services Project Management $ 1,503 2. Acquisitions&Negotiations& Title Review,Clearing,and Pre-Closing—3 parcels $ 9,032 Sub Total $ 10,535 Other Direct Costs Total Cost Mileage/Tolls/Travel Expenses $ 500 Postage/Overnight Packages $ 50 3. Appraisals-3 reports @$5,500 each $ 16,500 Sub Total $ 17,450 Total Cost $ 27,984 Fees will be billed based on time and expense. Invoices for hourly charges,supported by description of work, and for reimbursable costs,supported by copies of original bills,invoices,expense account and other miscellaneous supporting data,shall be submitted monthly. ASSUMPTIONS 1. Assumes 4 client meetings, monthly status report preparation, and related tasks. 2. Assumes 3 parcels impacted with 3 unique owners. CREATING LAND SOLUTIONS FOR THE PUBLIC GOOD www.EplcLand.com Page 2 of 4 Right of Way for City of Renton,Public Works Department Scope of Work for Sewer Easements Project 3. Assumes 3 appraisals will be prepared. Bid provided based on no parcel information. 4. Assumes WSDOT Right of Way document templates will be utilized where the City has no preference. 5. Assumes no condemnations will occur, however eminent domain support will include impasse letters, and copies,owner files and diaries sent to the attorney. Deposition, court testimony and expert witness fees are additional,to be compensated on a time and materials basis. 6. Assumes 3 acquisitions for permanent easements, no full acquisitions or relocations. 7. Assumes project has no delays and that scope can be completed within 4 months from NTP. 8. Fees and hourly billing rates are valid for 120 days. 9. Litigation guaranties are not included but can be provided for an additional fee. 10. Legal descriptions of right of way area, plat maps, project plans,and right-of-way maps will be provided by City at the Notice-to-Proceed. 11. Cost does not include purchase of preliminary title reports. Preliminary Title Reports and any necessary updates will be supplied by the City. 12. Epic will conduct a detailed analysis of the title.Tasks related to title clearance may result in additional scope/fees. 13. Agency with provide Right of Way Plan before discussions with the property owners will commence. 14. Signed conveyance documents will be delivered to the City to process payment and recording. Epic can provide escrow, payment and recording oversight at additional cost. 15. The actual rate billed shall be based on the direct salary of the individual having performed the work, plus overhead and profit.These rates will be re-calculated at the beginning of each calendar year. 16. Assumes completed acquisition file will be provided to the City for retention. • CLOSING If you have any questions, please don't hesitate to contact me at(360)350-4786 or dnausleymckeon@epicland.com. We look forward to working with Murray Smith and the City of Renton on this and future opportunities. Sincerely, EPIC LAND SOLUTIONS, INC.TI Dianna Nausley-McKeon,SR/WA, R/W-RAC Regional Manager CREATING LAND SOLUTIONS FOR THE PUBLIC GOOD www.EpicLand.com Page 3 of 4 Right of Way for City of Renton,Public Works Department Scope of Work for Sewer Easements Project Dianna Nausley-McKeon, SR/WA, R/W-RAC, Right of Way •;; t? jy it i Project Manager `` ;',,lips -" 4 � Total Years of Experience: 28 i ; r -' ' Years with Arm: 1 1' •'• ti Education:A.A., Business Administration,Tacoma Community College 11 �` •, '�' Industry Coursework:WSDOT No-ROW-Verification Course Administrative f. • I prui Settlement eLearning Course;WSDOT ROW and NEPA Integration Course;WSDOT Basic Acquisition Policies Course;WSDOT Appraisal Scoping and ROW Certifications; IRWA 801-United States Land Titles; IRWA 800—Principles of Real ' • t 4 .r • Estate Law; IRWA 506—Advanced Business Relocation Assistance; IRWA 505— • Advanced Residential Relocation Assistance(PE); IRWA 504—Computing Replacement Housing Payments(PE); IRWA 502— LLL - Non-Residential Relocation Assistance(PE); IRWA 501—Residential Relocation Assistance(PE); IRWA 303— Managing the Consultant Process(PE); IRWA 205—Bargaining Negotiations; IRWA 201—Communications in Real Estate Acquisition(PE);IRWA 200—Principles of Real Estate Negotiation;IRWA 103—Ethics and the Right of Way Profession; IRWA 100-Principles of Land Acquisition Registration/Certifications: SR/WA(#6625)and R/W-RAC,International Right of Way Association Biography Dianna Nausley-McKeon carries nearly three decades of experience at WSDOT as a Local Programs Right of Way Manager and Relocation Assistance Program Manager. Dianna has reviewed and approved right of way projects throughout the state and is an expert on all aspects of the right of way acquisition and relocation process in Washington. Relevant Experience WSDOT Local Programs Right of Way Manager: Dianna's most recent experience as the statewide Local Programs Right of Way Manager at WSDOT has provided visibility and experience with federally-funded right of way projects throughout Washington. She was responsible for review and signing off on all projects before forwarding to FHWA for approval.Along with her staff, Dianna provided oversight,training and technical guidance to local agencies. She also established policies and procedures for the WSDOT right of way program. Dianna represented WSDOT and participated in national committees and panels(i.e.FHWA, IRWA,AASHTO)and responded to legislative bill and fiscal note analysis. WSDOT Relocation Assistance Program Manager: From 2002 to 2015,Diana served as Relocation Assistance Program Manager.In this role,she provided oversight of all relocation assistance matters on WSDOT and Local Agency projects that had federal financial assistance from FHWA.Dianna developed and implemented necessary policy and guidance of relocation issues and training related to relocation assistance.She managed the Relocation Assistance Business Plan and had 100%completion of PMPs.She served as a committee member for the rewrite of the National Highway Institute Residential Relocation Course, implemented new legislation for reestablishment expenses in 2005 and developed and incorporated the new Personal Property Only section for ROW Manual. WSDOT Right of Way Agent 3—Relocation Specialist: Dianna's relocation assistance experience at WSDOT began with providing relocation assistance to displaced persons,including businesses,farms,non-profits and residential(single-and multi- family dwellings)properties.Dianna's services included relocation plan preparation;personal interviews;notice preparation and delivery;replacement housing research and inspections(Decent,Safe and Sanitary);moving inventory preparation,bids and monitoring;files and payment processing for a large LPA relocation project.She provided relocations and reviews for the SR 509 project. WSDOT Right of Way Agent 2—Negotiations/Title: In under two years in this position at WSDOT,Dianna negotiated over 90 complex parcels needed for right of way acquisition for Local Public Agencies and special projects. The services she managed including preparing legal documents and legal descriptions,title review,and title checks for Property Management surplus property disposal packages. CREATING LAND SOLUTIONS FOR THE PUBLIC GOOD www.EpicLand.com Page 4 of 4 ATTACHMENT G /' July 23, 2019 ° /\/ orthwest Corrosion Engineering P.O. Box 905 Burlington, WA 98233 Mr. Ty Tadano,P.E. Phone: (360) 391-1041 Cell: (360) 391-0822 Murraysmith 520 Pike Street, Suite 1350 Seattle, WA 98101 SUBJECT: City of Renton—Downtown Utility Improvement Project, Cathodic Protection Mr. Tadano, We appreciate the opportunity to submit this proposal for providing corrosion control design services for the City of Renton Downtown Utility Improvement Project. This project will include installation of ductile iron water piping that will require provisions for corrosion control and foreign pipeline interference monitoring. Tasks associated with this project will include: 1. Review preliminary design documents provided by Murraysmith. 2. On-site investigation of piping installation location. This will include a corrosivity analysis of the soil for groundbed design purposes and investigating potential sources of stray current interference. 3. Complete design calculations for proposed cathodic protection system. 4. Provide drawings and specifications for cathodic protection system design at the 90% level. 5. Update drawings and specifications based upon client review comments. 6. Provide assistance with RFI and development of addenda as required. The cost to complete the work of this proposal will be $16,306.02. If you have any questions or would like additional information,please do not hesitate to contact our office. Sincerely, Northwest Corrosion Engineering )9)-Lbv--\ \' ‘`"1-\ Jeremy A. Hailey, P.E. Page 1 of 2 Job No. Proposal NORTHWEST CORROSION ENGINEERING Estimate By:JAH PROJECT: Murraysmith/City of Renton-Downtown Utilities Improvement Project,CP Design Date:23-Jul-19 Revision: 0 SCOPE OF WORK AND BUDGET CORROSION CONTROL SYSTEM DESIGN JAH FIRS VCH HRS I. Complete a review of project design specifications and drawings. S 2. Conduct on-site testing for soil resistivity. Resistivity values will be collected at pipe depth and at assumed depths of anode 10 10 installations and will be used for the design calculations. 3. Design calculations for proposed cathodic protection system. 8 4. Provide specification and drawings for cathodic protection system at the 90%level. It is anticipated that both pipeline monitoring and 40 interference test stations will be employed along with galvanic anodes for external corrosion protection. 5. Update drawings and specifications based upon client review. 4 4 6. Provide assistance with RFI and development of addenda as required. 4 TOTAL HOURS 74 14 -0 to h. R. ESTIMATED FEES Cost 0 ro JAH Principal Engineer,Cathodic Protection Specialist-$195.55/hr $ 14,470.70 VCH,NACE CP Technician-$102.78 $ 1,438.92 Administration-4 hr @$77.35/hr $ 309.40 FEES $ 16,219.02 • EXPENSES • Cost Mileage(150 @$0.58.ndle) $ 87.00 EXPENSES $ 87.00 PROJECT TOTAL COST $ 16,306.02 EXHIBIT B-3 TIME SCHEDULE OF COMPLETION DOWNTOWN UTILITY IMPROVEMENT PROJECT — PHASE 3: FINAL DESIGN CITY OF RENTON Estimated Schedule Murraysmith shall begin work immediately upon receipt of Notice to Proceed from the City and proceed according to the preliminary estimated schedule presented below. However, the schedule may change due to factors beyond Murraysmith's control. Final Design Tasks Estimated Schedule Phase 3 Notice to Proceed August 2019 Task 101- Project Management August 2019—April 2020 Task 102- Project Meetings and Coordination August 2019—April 2020 Task 200-Easement Support August 2019—_December 2019 Task 300-Geotechnical Investigations, Environmental Field Studies, August 2019—December 2019 and Reports Task 400-Environmental Documentation and Permitting Assistance September 2019—January 2020 Task 500-Final Design August 2019—February 2020 Task 600-Public Outreach September 2019—March 2020 Task 700-Services During Bid Period February 2020—March 2020 Task 800- Phase 4 Services During Construction Scope Development December 2019—February 2020 Project/Contract Completion October 2020 City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 1 H:\EVT_Prolects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.doa • • Exhibit C-3 Omendment3 OM1OF REMOR DOWNTOWN UTILITY IMPROVFMEM PROJECT PHASE]:SI1111 OESIGII FEE ESTIMATE 0Sruzyum41.0.1 )^(rye; $: IV = 0unlu•w 1n7E+..� 1� es Si } 1sMd,n � IT ae�� 'ry .. . u u. 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Ew1.15P./..,, 1 umwE 15wr4M •T5.5555 � � VS 9720 OTT OF FENTON umn ml r4n`ui DUIP PHASE 3: August 2019 FINAL DESIGN H:\EVE-Grojes \18\2351-Renton DUIP Phase Awl-Phase 3 Scope Oeaelopment\RoR phase spec Murraysmith,Inc Pagel EXHIBIT C-3, Continued SCHEDULE OF CHARGES DOWNTOWN UTILITY IMPROVEMENT PROJECT — PHASE 3: FINAL DESIGN CITY OF RENTON • Personnel Labor will be invoiced by staff classification at the following hourly rates, which are valid from January 1, 2019 to December 31, 2020. The City agrees to allow the Consultant and sub- consultants to adjust rates on an annual basis in January of each year. Principal Engineers $218.00—$275.00 Professional Engineers $154.00—$222.00 Engineering Designers $135.00—$214.00 Technicians $105.00—$159.00 Administrative $ 91.00—$119.00 Direct Expenses Expenses incurred in-house that are directly attributable to the project will be invoiced at actual cost.These expenses include the following: Computer Aided Design and Drafting $18.00/hour GIS and Hydraulic Modeling $10.00/hour Mileage Current IRS Rate Postage and Delivery Services At Cost Printing and Reproduction At Cost Travel, Lodging and Subsistence At Cost Outside Services Outside technical, professional, and other services will be invoiced at actual cost, plus 10 percent to cover administration and overhead. City of Renton MURRAYSMITH DUIP—Phase 3—Amendment 3 August 2019 2 H:\EVT_Projects\18\2251-Renton DUIP Phase 2\601-Phase 3 Scope Development\Final Phase 3 DUIP SOW 081219.docx