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HomeMy WebLinkAbout6634 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1 C AGENDA BILL CITY OF BREMERTON 41 CITY COUNCIL SUBJECT: Study Session Date: January 10, 2024 Professional Services Agreement with COUNCIL MEETING Date: January 17, 2024 Parametrix, Inc. for E. 9th Street Stormwater Department: PW & Utilities Improvements Project Presenter: D. Dinkuhn Phone: (360) 473-5331 SUMMARY: Professional Services Agreement with Parametrix, Inc. to provide consulting services for the E. 9th Street Stormwater Improvements Project, to include design and permitting of the proposed stormwater and outfall improvements and shoreline restoration. A scope of work was submitted, and the contract was negotiated in the amount of$754,723.71. ATTACHMENTS: 1. Proposed Professional Services Agreement FISCAL IMPACTS (Include Budgeted Amount): Project is included in the 2024 budget. STUDY SESSION AGENDA: 0 Limited Presentation ❑ Full Presentation STUDY SESSION ACTION: 0 Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to approve the Professional Services Agreement with Parametrix, Inc. for the E. 9th Street Stormwater Improvements Project in the amount of$754,723.71; and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: X Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action Form Updated 01/02/2018 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C PROFESSIONAL SERVICES AGREEMENT East 9' Street Stormwater Improvement, City Project# 881 The City of Bremerton ("City") and Parametrix, Inc. ("Consultant"), referred to collectively as the "Parties," enter into the following Agreement for professional services: L Scope: The Consultant agrees to perform the services more specifically described in the Scope of Work, dated November 2023, including any attachments thereto, attached hereto as Exhibit A, which is incorporated by reference herein. The Scope of Work may be modified only pursuant to Section VII.H of this Agreement. If the Scope of Work provides for unspecified additional services such services shall only be performed upon the express written request of the City. Consultant further represents that the services furnished under this Agreement will be performed in accordance with generally accepted professional practices in effect at the time such services are performed. IL Term: The City and the Consultant agree that work will begin on the tasks described in Exhibit A immediately upon execution of this Agreement. The parties agree that the work described in Exhibit A is to be completed as provided for in the work schedule attached hereto as Exhibit B;provided however,that additional time shall be granted by the City for excusable delays or extra work as provided for in Section X.A of this agreement. III. Compensation: In consideration of the services provided pursuant to this Agreement,the City shall pay Consultant in an amount not to exceed $ 754,723.71. Consultant's charges and bills shall conform to the fee schedule attached hereto as Exhibit C and incorporated herein by this reference. The Consultant shall submit regular billing statements detailing work performed and amount charged on each task or portion thereof The descriptions shall conform to and fall within the categories set out in the Scope of Work and/or Fee Schedule. Upon receipt of a conforming billing statement, the City shall promptly process payment. PROVIDED, HOWEVER, the City reserves the right to prioritize scoped work and accelerate and/or delay work tasks under the time frame set forth in Section II herein. The Consultant's labor rates and billing fees shall be as delineated in Exhibit C. Consultant shall not perform work beyond the Scope of Work, nor shall be compensated for such work, unless the Scope of Work or amount of compensation is modified pursuant to this Agreement. Consultant shall only be compensated for additional services if requested pursuant to Section I and, if not otherwise provided, such compensation shall be in accordance with Exhibit C. If a billing statement does not conform to this Agreement,the City may withhold payment until the statement is brought into compliance. Such withholding does not relieve Consultant of its obligations under this Agreement. Page 1 of 8 Brem erton/Param etrix East 9th Street Stormwater Improvement, City Project#881 Rev. 04/2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C IV. Relationship of Parties: Consultant represents that it is skilled in the matters addressed in the Scope of Work and is performing independent functions and responsibilities within its field of expertise. Consultant and its personnel are independent Consultants and not employees of the City. Consultant and its personnel have no authority to bind the City or to control the City's employees and other Consultants. None of the benefits provided by the City to its employees, including, but not limited to, compensation, insurance, and unemployment insurance are available from the City to the employees, agents, representatives, or sub-consultants of the Consultant. Consultant will be solely and entirely responsible for its acts and for the acts of Consultant's agents, employees, representatives and sub-consultants during the performance of this Agreement. The City may, during the term of this Agreement, engage other independent Consultants to perform the same or similar work. As an independent Consultant, Consultant is responsible for its own management. The City's administration and enforcement of this Agreement shall not be deemed an exercise of managerial control over Consultant or its personnel. As an independent Consultant, Consultant is responsible for payment of all taxes and licensing fees necessary to perform its obligations under this Agreement. These taxes and fees include but are not limited to State industrial insurance, Business & Occupation, State professional licensing, and City business licensing. If any taxes or fees due the City have been declared delinquent,the City may withhold the delinquent amount,plus any additional charges arising from the delinquency,from any payments due Consultant. V. Indemnification: A. Consultant shall defend, indemnify and hold the City, its officers, officials, employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this Agreement except for that portion of the injuries and damages caused by the City's sole negligence, unless Consultant is conducting work pursuant to Subsection B below. The City's review or acceptance of any of the work when completed shall not be grounds to avoid any of these covenants of indemnification. B. Architects, Engineers and Any Other Professional Listed In and Performing Services Defined in RCW 4.24.115. Should a court of competent jurisdiction determine that Consultant's services provided pursuant to this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Consultant and the City, its officers, officials, employees, agents and volunteers, the Consultant's liability hereunder shall be only to the extent of the Consultant's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONSULTANT'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE Page 2 of 8 Brem erton/Param etrix East 9th Street Stormwater Improvement, City Project#881 Rev. 04/2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this Agreement. VI. Insurance: The Consultant shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, employees, sub-consultants or sub-Consultants. Before beginning work on the project described in this Agreement, the Consultant shall provide a Certificate of Insurance evidencing: 1. Automobile Liability insurance with limits no less than $1,000,000 combined single limit per accident for bodily injury and property damage; and 2. Commercial General Liability insurance written on an occurrence basis with limits no less than $1,000,000 combined single limit per occurrence and general aggregate for personal injury, bodily injury and property damage. Coverage shall include but not be limited to: blanket contractual; products/completed operations/broad form property damage; explosion, collapse and underground (XCU) if applicable; and 3. Excess Liability insurance with limits not less than $1,000,000 limit per occurrence and aggregate; and 4. Professional Liability insurance with limits no less than $1,000,000 limit per occurrence/claim; and 5. Workers Compensation insurance as statutorily required by the Industrial Insurance Act of the State of Washington, Title 51, Revised Code of Washington and employer's liability with limits not less than $1,000,000. Any payment of deductible or self-insured retention shall be the sole responsibility of the Consultant. All required policies shall be provided on an "occurrence" basis except professional liability insurance (if required), which may be provided on a"claims-made"basis. The City shall be named as an additional insured on the Commercial General Liability insurance policy, as respects work performed by or on behalf of the Consultant and a copy of an endorsement that is acceptable to the City, which names the City as an additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all the required insurance policies and endorsements. The City further reserves the right to reject any unacceptable policies and/or endorsements. The Consultant's Commercial General Liability insurance shall contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. Page 3 of 8 Brem erton/Param etrix East 9th Street Stormwater Improvement, City Project#881 Rev. 04/2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C The Consultant's insurance shall be primary and non-contributory insurance as respects the City and shall contain a waiver of subrogation against the City for claims arising out of any operations, liabilities and obligations to which coverage applies. It shall be an affirmative obligation upon Consultant to advise the City's Risk Manager by fax at (360) 473-5161, or by certified mail, return receipt requested to City of Bremerton, Attn: Risk Management, 345 6th Street, Suite 100, Bremerton, WA 98337 within two days of the cancellation, suspension or substantive change of any insurance policy set out herein, and failure to do so shall be construed to be a breach of this Agreement. The City also reserves its unqualified right to require at any time and for any reason, proof of coverage in the form of a duplicate of the insurance policy with all endorsements as evidence of coverage. In the event that the Consultant employs other consultants or Consultants (sub-consultants or sub-Consultants) as part of the work covered by this Agreement, it shall be the Consultant's responsibility to require and confirm that each sub-consultant or sub-Consultant meets the minimum insurance requirements specified above. The Consultant shall,upon demand of the City, deliver to the City copies of such policy or policies of insurance and the receipts for payment of premiums thereon. VII. General Conditions: A. Reports and Information: When requested by the City, Consultant shall furnish periodic reports and documents on matters covered by this Agreement. The reports and documents shall be furnished in the time and form requested. Consultant shall maintain accounting records in accordance with Generally Accepted Accounting Principles ("GAAP")to substantiate all billed amounts. B. Ownership and Use of Records and Documents: Original documents, drawings, designs and reports, including those in electronic format, developed under this Agreement are the property of the City. All written information submitted by the City to the Consultant in connection with the services performed by the Consultant under this Agreement will be safeguarded by the Consultant to at least the same extent as the Consultant safeguards like information relating to its own business. If such information is publicly available or is already in Consultant's possession or known to it, or is rightfully obtained by the Consultant from third parties, Consultant shall bear no responsibility for its disclosure, inadvertent or otherwise. All data, documents and files created by Consultant under this Agreement may be stored at Consultant's office in Puyallup, Washington. Consultant shall make such data, documents, and files available to the City upon its request at all reasonable times for the purpose of editing, modifying and updating as necessary until such time as the City is capable of storing such information in the City's offices. Duplicate copies of this information shall be provided to the City upon its request, and at reasonable cost. Page 4 of 8 Brem erton/Param etrix East 9th Street Stormwater Improvement, City Project#881 Rev. 04/2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C All documents, including all reports, drawings, specifications, computer software or other items prepared or furnished by Consultant pursuant to this Agreement, are instruments of service with respect to the project and are the property of the City. Any reuse by the City for other than the specific purpose intended will be at City's sole risk. C. Use of Photographs and Images. Consultant shall not use or distribute photographs or images depicting City officials, personnel, property, or equipment whether prepared by Consultant or provided by City without prior written consent of the City. The City will not unreasonably withhold its consent. D. Work Performed at Consultant's Risk: Consultant shall take all precautions necessary and shall be responsible for the safety of its employees, agents, and sub-consultants in the performance of the work hereunder and shall utilize all protection necessary for that purpose. All work shall be done at Consultant's own risk, and Consultant shall be responsible for any loss of or damage to materials,tools, or other articles used or held for use in connection with the work. E. Place of Work: The Consultant shall perform the work authorized under this Agreement at its offices in Puyallup, Washington. Meetings with the City staff as described in Exhibit A, Scope of Work, shall take place at the City's offices, or at locations mutually agreed upon by the parties. F. Entire Agreement: This Agreement and its Exhibits constitutes the entire agreement between the Parties, and the Parties acknowledge that there are no other agreements, written or oral, that have not been set forth in the text of this Agreement. G. Severability: Should any part of this Agreement be found void, the balance of the Agreement shall remain in full force and effect. H. Modification: This Agreement may only be modified by written instrument signed by both Parties. L Written Notices: All communications regarding this Agreement shall be sent to the parties at the addresses listed below by registered or 1st class mail, or by personal service, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereafter specified in writing. Notices to be sent to: Notices to be sent to: CITY: CONTRACTOR: Attn: David Dinkuhn, P.E. Attn: Brenna Tumbling City of Bremerton Parametrix 345 6th Street, Suite 100 1019 39th Avenue SE, Suite 100 Bremerton, WA 98337-1891 Puyallup, WA 98374 Page 5 of 8 Brem erton/Param etrix East 9th Street Stormwater Improvement, City Project#881 Rev. 04/2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C J. Waiver: Failure to enforce any provision of this Agreement shall not be deemed a waiver of that provision. Waiver of any right or power arising out of this Agreement shall not be deemed waiver of any other right or power. K. Non-Waiver of Breach: The failure of the City to insist upon strict performance of any of the covenants and agreements contained herein, or to exercise any option herein conferred in one or more instances shall not be construed to be a waiver or relinquishment of said covenants, agreements or options, and the same shall be and remain in full force and effect. L. Compliance with Laws: Consultant shall comply with all applicable Federal, State, and local laws in performing its obligations under this Agreement. M. Choice of Law and Venue: This Agreement shall be interpreted according to the laws of the State of Washington. Any judicial action to resolve disputes arising out of this Agreement shall be brought in Kitsap County Superior Court. N. Attorneys' Fees: In the event of litigation to enforce any of the terms or provisions herein, each party shall pay all its own costs and attorney's fees. O. Assignment: Any assignment of this agreement by the Consultant without the written consent of the City shall be void. VIII. Equal Employment Opportunity Statement: In the hiring of employees for the performance of work under this Agreement, the Consultant, its subConsultants, or any person acting on behalf of Consultant shall not discriminate in any employment practice on the basis of age (40+), sex,race, creed, color, national origin, sexual orientation/gender identity, marital status, military status, or the presence of any physical, mental or sensory disability. IX. ADA Statement: The City of Bremerton does not discriminate on the basis of disability in programs and activities, which it operates pursuant to the requirements of the Americans with Disabilities Act of 1990, and ADA Amendments Act. This policy extends to both employment and admission to participation in the programs, services and activities of the City of Bremerton. Reasonable accommodation for employees or applicants for employment will be provided. X. Termination: This Agreement shall remain in force until completion and acceptance of the services, terminated by written instrument upon mutual consent, or by the City of Bremerton for convenience. This Agreement may be immediately terminated for cause by a Party if the other Party substantially fails to perform through no fault of the terminating Party, and the non- performing Party does not commence correction of the failure of performance within thirty (30) days of the terminating Party's sending notice to the non-performing Party. Any Notice by Consultant shall include a report showing the status of all items listed in the Scope of Work current through the termination date. If the City receives reimbursement by any federal, state, or other source for work described in Section I herein, and that funding is withdrawn, reduced or limited in any way, or the project is Page 6 of 8 Brem erton/Param etrix East 9th Street Stormwater Improvement, City Project#881 Rev. 04/2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1 C cancelled or substantially reduced after the execution date of this Agreement and prior to the completion of the work, the City may summarily terminate this Agreement. A. Excusable Delays: The right of Consultant to proceed shall not be terminated nor shall Consultant be charged with liquidated damages for any delays in the completion of the work due to: 1) any acts of the federal government in controlling,restricting,or requisitioning materials, equipment, tools, or labor by reason of war, national defense, or other national emergency; 2) any acts of the City, its consultants, or other public agencies causing such delay; and 3) causes not reasonably foreseeable by the parties at the time of the execution of the Agreement that are beyond the control and without the fault or negligence of the Consultant, including, but not restricted to, acts of God, fires, floods, strikes, or weather of unusual severity. PROVIDED, HOWEVER, that the Consultant must promptly notify the City within ten (10) calendar days in writing of the cause of the delay. If, on the basis of the facts and the terms of this Agreement, the delay is properly excusable, the City shall, in writing, extend the time for completing the work for a period of time commensurate with the period of excusable delay. B. Rights Upon Termination: In the event of termination, the City shall pay for all services performed by the Consultant to the effective date of termination, as described on a final invoice submitted to the City. After termination, the City may take possession of all records and data within the Consultant's possession pertaining to this project which may be used by the City without restriction. Any such use not related to the project which Consultant was contracted to perform shall be without liability or legal exposure to the Consultant. XI. Suspension & Debarment. For contracts involving Washington State and Federal funding, Consultant hereby certifies, by signing this agreement, that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any State or Federal department or agency. Consultant shall provide immediate written notice to the City if at any time it learns that it is or has become ineligible for certification. Should Consultant enter into a covered transaction with another firm, Consultant agrees by signing this agreement that it will verify that the firm with whom it intends to do business is not debarred, suspended, ineligible, excluded or disqualified. IN WITNESS WHEREOF, the parties below have executed this Agreement. CITY: CONSULTANT: CITY OF BREMERTON PARAMETRIX DocuSigned by: DocuSigned by: No.? httSblh, By' � B11F16005E1 E747B... By: 4.-3. 4E410E-6'€-e'4'E8 Print Name: Greg Wheeler Print Name: Darby Watson Its: Mayor Its: Senior Vice President Da te:ate. 1/19/2024 1/19/2024 Page 7 of 8 Bremerton/Parametrix East 9th Street Stormwater Improvement,City Project# 881 Rev. 04/2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1 C APPROVED AS TO FORM: ATTEST: DocuSigned by: DocuSigned by: By: dutd, rtu a By: Y Sf,F A,it, 1kso ., _L C;13 3811304b2... i D3O 1 C36O E3... Kylie J. Finnei, Bremerton City Attorney Angela Hoovefs, City Clerk tephanie Olson R:\Legal\Legal\Forms\FORMS ON COBWEB\Professional Services Agreement Rev.04 2023.docx Page 8 of 8 Bremerton/Parametrix East 9th Street Stormwater Improvement,City Project# 881 Rev. 04/2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1 C Parametrix Scope of Work let's create tomorrow, together City of Bremerton East 9th Street Stormwater Improvements EXHIBIT A- Scope of Work Introduction The East 9th Street Stormwater Improvements will address conveyance capacity issues in the lower Manette Neighborhood along Shore Drive between East 9th Street and East 11th Street. The City of Bremerton (City)will achieve this by rerouting flows and upsizing the stormwater outfall at the East 9th Street Mini Park. Key elements of the project include outfall improvement, shoreline restoration, and stormwater conveyance as well as roadway and sidewalk improvements. This scope of work includes design and permitting of the proposed stormwater and outfall improvements and shoreline restoration. Tasks within this scope of work include survey, coastal engineering, environmental studies, permitting, alternatives analysis, preliminary design, final design, and construction support. Task 01 - Project Management Objectives The objective of this task is to provide overall project management of the consultant contract with City of Bremerton. This task includes general management functions that include the following: ■ Project Planning - Document and communicate the scope of work, budget, and schedule as a road map for the project team. Coordinate project team and issues throughout the project. ■ Budget and Schedule Tracking - Track the project budget using Parametrix in-house tools to verify that progress is keeping pace with spending. ■ Bi-weekly (or as needed) design team meetings with an issues list to document project design decisions. ■ Monthly Progress Reports - Prepare a monthly invoice for services performed by Parametrix. ■ Correspondence - Prepare written correspondence as needed to document project management issues and/or concerns. Deliverables Deliverables for this task include: ■ Miscellaneous correspondence to document project management issues. ■ Monthly progress reports enclosed with invoices. 1019 39th Avenue SE,Suite 100 • Puyallup,WA 98374 I 253.604.6600 I Parametrix.com DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Assumptions Assumptions for this task include: • Project duration is 27 months. —► Design/permitting/bidding: January 2024-March 2026 —► Construction: June 2026-November 2026 • Budget assumes 42 virtual meetings, 30-minute duration each. Task 02 - Survey Subtask 02-01 - Topographic Survey and Right of Way Determination Objective To prepare a survey base map suitable for design of the project. The base map will be prepared and sealed by a professional surveyor licensed to practice in the State of Washington. Approach Parametrix will determine the right-of-way and provide topographic mapping for the following described areas and delineated in Figure 1. Parametrix will include surveying the ordinary high water mark (OHWM)flags set by others within the project area. Parametrix will search for recorded and unrecorded monumentation within the project area. • Beginning at the intersection of Shore Drive and East 11th Street and ending 20 feet south of the intersection of Shore Drive and East 9th Street (capturing only the lower Shore Drive between E 10th St and E 9th St and only the upper Shore Drive between East 11th St and East 10th St), approximately 950 linear feet. • Beginning at the intersection of Shore Drive and East 11th Street and ending 110 feet east of that intersection, along East 11th Street, approximately 110 linear feet. • Beginning at the intersection of Shore Drive and East 10th Street and ending 150 feet east of that intersection, along East 10th Street, approximately 150 linear feet. • Beginning at the intersection of Shore Drive and East 9th Street and ending 210 feet east of that intersection, along East 9th Street, approximately 210 linear feet. • Beginning at the intersection of Shore Drive and Perry Avenue and ending 360 feet north of that intersection, along Perry Avenue, approximately 360 linear feet. Parametrix will survey beach profiles in three locations listed below and shown in Figure 1. Beach profile surveys within the listed locations will be to outline the nearshore beach conditions. Beach profiles to extend to the lowest elevation as possible. • Beginning at the intersection of Shore Drive and East 11th Street and ending westerly at low tide on the beach and including the existing outfall. • Surveying the existing outfall located west of tax parcel number 3913-009-006-005, site address of 201 Shore Drive and a beach profile in that area. • Beginning at the intersection of Shore Drive and East 9th Street and ending at low tide on the beach, within the DNR and the City's property and including the existing outfall. City of Bremerton East 9th Street Stormwater Improvements 2 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Parametrix will survey the storm drains at each catch basin and or manhole along East 9th Street beginning at the intersection of Shore Drive and East 9th to the outfall in Bachmann Park, as shown in Figure 1. Topographic elements consist of information shown on a map which depicts the horizontal and vertical positions of natural and/or fabricated features and existing terrain surfaces.The topographic mapping will include evidence of, including but not limited to, the following improvements: • Buildings • Storm drainage and • Meters or utility connects to • Curbs storm drain structures existing buildings • Sanitary sewer • Water valve boxes • Sidewalks/paths manholes and/or • Fire hydrants • Driveways/curb cuts septic tank/drain field • Pavement delineation areas as identified to • Telephone pedestals between concrete and our field survey crew by • Signage asphalt the Client • Retaining walls, • Electrical power vaults • Ponds bulkheads, and fences - and associated surface • Street lighting materials and heights features • Significant trees with drip • Underground utility • Overhead wires, guy lines (6 inches or larger as location paint marks set wires measured 4.5 feet above by others if visible at time • Natural gas the ground) of the field survey • Shoreline Structures • Cable or fiber optic • OHWM flags pedestals • Vegetation line • Debris line where • Bulkheads applicable Deliverables Para metrix will provide the following deliverables: • One paper copy of the topographic survey. • An electronic drawing file of the topographic survey in AutoCAD Civil 3D 2022 format in one drawing file. • An ASCII data file of survey points. Assumptions • Para metrix will be provided reasonable access to all areas requiring surveys. • The City of Bremerton will coordinate right of entry with private property owners. Parametrix will be provided right of entry on private property. • All electronic mapping standards will be based on Parametrix drafting standards. • The City of Bremerton will provide survey records in the project area which will be used to search for existing monumentation. • Para metrix will survey the beach profiles at the most feasible low tides during the timeframe of our normal eight-hour workday. City of Bremerton East 9th Street Stormwater Improvements 3 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work ■ Parametrix field crews may need to perform minor brushing with machetes to conduct this survey, and we have the Client's permission to do so with in the right of ways. ■ Unless otherwise specified by the client, horizontal datum shall be North American Datum (NAD) 83/91 Washington Coordinate System, North Zone, and vertical datum shall be North American Vertical Datum of 1988 (NAVD 88)with a conversion to Mean Lower Low Water (MLLW) vertical datum. ■ The setting of any survey monuments at any of the right of way boundary points has not been included in this proposal. The right of way of the property will be merged into the topographic mapping.This service can be provided if required at a later date; however, any setting of property corners, and filing of a record of survey (if required)will be considered Additional Services and billed separately as described below. ■ Kitsap County GIS lines will be imported for the adjacent parcel lines to the right of way and shown for graphical purposes only. ■ For safety reasons, our survey crews are not allowed to enter subsurface vaults. Our work will be conducted from the surface, using measure-down techniques. Crews will also not open any structure covers in excess of 80 pounds. ■ It is understood that any additional services beyond those included in this scope of work shall be authorized in writing by the client prior to commencement of work. The client shall reimburse Parametrix for said additional services monthly according to the work actually accomplished in the preceding month. Subtask 02-02 — Legal Descriptions and Exhibit Objective To draft legal descriptions and exhibits for temporary construction easements. Approach Parametrix will draft a legal description and provide a corresponding exhibit for one temporary construction easement, in addition Parametrix will provide two temporary construction easement exhibits only. Deliverables Para metrix will provide the following deliverables: ■ One Temporary Constriction easement exhibit with a legal description. ■ Two Temporary Construction Easement exhibits only. Assumptions ■ No survey field work will be involved with the creation of the legal description and exhibits. ■ Exhibits will be prepared using internal Parametrix document standards. City of Bremerton East 9th Street Stormwater Improvements 4 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Task 03 - Coastal Engineering Subtask 03-01 - Coastal Engineering Assessment and Design Support Objective Compile existing data, perform site reconnaissance, complete SLR/Climate Change and Coastal Processes assessments, provide outfall concept assessment screening, and provide design support. Approach Parametrix will contract with Moffatt& Nichol to complete coastal engineering assessments and provide design support and constructability assessment. A copy of the scope and fee estimate for Moffatt& Nichol is enclosed with this proposal. Deliverables The deliverables for Subtask 3-01 include the following: • Data Gaps, Assumptions and Evaluation Criteria Summary Memo. • PowerPoint slide deck summarizing results of Coastal Assessment in PDF format. • Draft and Final Technical Memorandum in PDF electronic format. • Design support recommendations by technical memorandum. Assumptions Assumptions and exclusions are included in the proposal provided by Moffatt& Nichol. Task 04 - Environmental Studies and Permitting Subtask 04-01 - Environmental Studies, Permitting, and Design Support Objective Prepare environmental documentation for the site necessary to support permit applications, prep and submit permit applications, prepare the Environmental Assessment portion of the Feasibility Study and Alternatives Analysis. Approach The approach to this subtask includes: • Para metrix will contract with Struck Environmental to prepare environmental documentation for the site, prepare environmental documentation and permit applications for the site, coordinate with the City and consultant team related to environmental permitting, assist in developing habitat and mitigation related design elements, prepare the Environmental Assessment portion of the alternatives analysis, and provide support services during construction as needed. A copy of the scope and fee estimate for Struck Environmental is enclosed with this proposal. City of Bremerton East 9th Street Stormwater Improvements 5 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Deliverables The deliverables for Subtask 4-01 include the following: • Base map markups including field map of numbered OHWM flags (if necessary) • Summary of existing conditions and potential permitting requirements. • Draft and final Site Assessment, Alternatives Analysis and Design Rationale report. • Draft and final Joint Aquatic Resources Permit Application (DARPA)application. • Draft and final Abbreviated Biological Evaluation in Federal Emergency Management Agency (FEMA)format. • Draft and final State Environmental Policy Act(SEPA) Environmental checklist. • ESA4(d) Regional Road Maintenance Program (RRMP)documentation form. • Supplemental information to support questions and comments that arise during permit application review. • Email documenting Washington Department of Fish and Wildlife (WDFW)and Suquamish Tribe coordination and preliminary design concurrence. • Design review comments in red-line format. • Preliminary, draft, and final Environmental Assessment for Feasibility Study. Assumptions Assumptions and exclusions are included in the proposal provided by Struck Environmental. Task 05 - Alternatives Analysis Objective To identify project alternatives for outfall, stormwater treatment, and shoreline restoration. To assess feasibility of alternatives and recommend a preferred alternative to progress through final design. Activities in this task will utilize preliminary information from coastal engineering analyses (Task 03), environmental studies (Task 04), and the Perry Avenue downstream analysis. Subtask 05-01 - Downstream Analysis of Perry Avenue System Objective To perform a downstream analysis on the Perry Avenue stormwater system and determine if the Perry Avenue stormwater conveyance system draining to the Bachmann Park Outfall is currently undersized. Approach Para metrix will utilize available information including the City's Geographic Information System (GIS) database, the East 11th and Perry Drainage Report, the Kitsap County Climate Change Resiliency Assessment, utility as-built maps, feedback received from the City during the Kickoff Meeting, and information collected during a site visit to: City of Bremerton East 9th Street Stormwater Improvements 6 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work ■ Complete a hydrologic study, determine storm flows from GIS basin areas provided by the City, and create a StormShed3G model of the Perry Avenue system as follows: City will provide GIS data of the drainage basin for the Perry Avenue stormwater conveyance system and associated contours. Parametrix will delineate subbasins for each storm structure between Perry Avenue and the Bachmann Park outfall and model the subbasins to determine flows tributary to each structure. > Parametrix will use survey data from Task 02 of downstream storm structures including rim elevations and pipe invert elevations for Perry Avenue stormwater conveyance system, GIS data and any field information to create a StormShed 3G model. Para metrix will input subbasin flows and create a backwater analysis profile of the Perry Avenue system. Upon completion of the Hydrologic study, a technical memorandum will be drafted to summarize the results of the StormShed 3G model. Deliverables ■ Kickoff Meeting Agenda and Notes in PDFformat. ■ Downstream Analysis Technical Memorandum (up to 2 pages)summarizing the results from the StormShed 3G model, and up to 2 exhibits (11"x17") in PDFformat. Assumptions ■ The Parametrix project manager (PM)and two lead designers will attend one Kickoff Meeting virtually or in person. ■ On-site topographic survey will be completed and will include conveyance pipe invert elevations and slopes, stormwater structure types, and outfall structure of the Perry Avenue system to the Bachmann Park outfall. ■ Capacity calculations will follow guidance from Chapter 4 of the 2021 Kitsap County Stormwater Design Manual. ■ Hydraulic capacity analysis will be completed using StormShed 3G. The 100-year frequency storm event will be used. ■ No site visit will be necessary to complete the downstream analysis. Subtask 05-02 - Outfall Alternatives Analysis Objective To determine whether an upland outfall with an energy dissipater or a deepwater outfall at the extreme low tide should be installed. Approach Parametrix will utilize available information including the City's Geographic Information System (GIS) database, utility as-built maps, preliminary geotechnical findings, feedback received from the City during the Kickoff Workshop, Environmental Assessment(Subtask 4-01), Downstream Analysis Technical Memorandum (Subtask 05-01), and information collected during a site visit to: ■ Delineate drainage basins and threshold discharge areas within the project limits. ■ Determine feasible locations for outfalls. City of Bremerton East 9th Street Stormwater Improvements 7 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work ■ Complete preliminary sizing of outfalls. Upon completion of the Outfall Alternatives Analysis process, the goal will be to determine where the outfall can be located, which outfall type is best suited for site, approximate size, and approximate cost of selected outfalls.The Outfall Alternatives Analysis process will determine where topographic survey is necessary, locations for geotechnical borings, and the outfall design(s)that will be carried forward into full analysis including the Design Report phase and 90°% design. Deliverables ■ Evaluation matrix of up to two feasible outfalls. Matrix will include location, size, and approximate cost of associated outfall. ■ Up to two 11- by 17-inch exhibits in PDF format showing location of outfalls and approximate size. Assumptions ■ Topographic survey will be completed. ■ Budget assumes one site visit to be completed by up to two Parametrix staff including travel time. This site visit will be used to investigate both the outfall and the stormwater treatment alternatives. ■ Preliminary sizing and evaluation of up to two outfall types will be completed to determine feasibility at chosen locations.The two alternatives that will be considered in the Environmental Feasibility Assessment are: • Nearshore outfall with energy dissipator • Deepwater outfall ■ City will provide available GIS data to Parametrix including contours, aerial, storm sewer, water, sanitary sewer and parcel lines. ■ Budget includes time allowance for Parametrix to obtain utility as-builts for existing power, communications, and other utilities that may be along the project corridor and which are not provided by City GIS. Subtask 05-03 - Stormwater Treatment Alternatives Analysis Objective To complete preliminary sizing of treatment best management practices (BMPs) that can be compared to available space within the East 9th Street Mini Park area. Approach Parametrix will utilize available information including the City's Geographic Information System (GIS) database, utility as-built maps, preliminary geotechnical findings, feedback received from the City during the Kickoff Meeting, and information collected during a site visit to: ■ Delineate drainage basins and threshold discharge areas within the project limits. ■ Determine feasible locations for water quality BMPs. ■ Complete preliminary sizing of BMPs. City of Bremerton East 9th Street Stormwater Improvements 8 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Upon completion of the Stormwater Treatment Alternatives Analysis process, the goal will be to determine where BMPs can be located at the East 9th Street Mini Park, which BM Ps are best suited for the location, approximate size, and approximate cost of selected BMPs.The Alternatives Analysis process will determine the BMP design(s)that will be carried forward into full analysis including the Design Report phase and 90% design. Deliverables ■ Sizing and cost estimate of up to two BM P locations. Assumed BMP will be Contech Storm Filter based on City of Bremerton's SMAP. ■ Up to two 11- by 17-inch exhibits in PDF format showing locations of BM Ps and approximate size. Assumptions ■ Budget assumes one site visit to be completed by up to two Parametrix staff including travel time. This Site visit will be used to investigate both the outfall and the stormwater treatment alternatives. ■ Facility sizing will be determined using Ecology-approved hydrology and hydraulics models including Western Washington Hydrology Model 2012/MGSFlood V4 and StormShed 4G. ■ Preliminary sizing and evaluation of up to one proprietary Treatment BMPs (Contech Stormfilter) at up to two locations will be completed to determine feasibility at chosen locations. ■ City will provide available GIS data to Parametrix including contours, aerial, storm sewer, water, sanitary sewer and parcel lines. ■ Budget includes time allowance for Parametrix to obtain utility as-builts for existing power, communications, and other utilities that may be along the project corridor, and which are not provided by City GIS. Subtask 05-04 - Road and Sidewalk Improvement Evaluation Objective To provide a preliminary design and engineer's opinion of probable cost(EOPC)for roadway and sidewalk improvement options within the project footprint. Work completed in this subtask will be used by the City to select which improvements to include in this project and progress through final design. Approach Activities for this subtask include: ■ Complete preliminary layouts and exhibits for each of the following road and sidewalk improvement cost options: —> Option 1: Shore Drive 10- From East 11th Street to East 10th Street: Grind and overlay of full road; construct new sidewalk on east side; full replacement of East 10th Street and Shore Drive intersection including construction of four Americans with Disabilities Act(ADA) ramps. City of Bremerton East 9th Street Stormwater Improvements 9 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work ► From East 10th Street to 9th Street Mini Park: Full road reconstruction; construct new sidewalk on west side. —) Option 2: Perry Ave ► From East 10th Street to East 9th Street: Grind and overlay of full road; replace existing sidewalks on both sides including construction of two ADA ramps at East 9th Street and Perry Ave. • Prepare preliminary EOPC for each option. Deliverables Deliverables for this subtask include: • Up to two 11- by 17-inch exhibits in PDF format(one exhibit for each option described above). • Up to two total preliminary EOPCs in PDF format(one EOPC for each option described above). Assumptions Assumptions for this subtask include: • Preliminary layouts are horizontal only. Grading design will occur for selected cost options during final design in subsequent Task 07-04. • Cost estimates will be based on a combination of historical information on recent similar local projects, recent Washington State Department of Transportation (WSDOT) bid tabs, and a more detailed analysis for the major components. • The following roadway improvements will be included in the base scope of the project and therefore will not be evaluated in this subtask: -0 Trench patch restoration for all new storm main alignments. —) Grind and overlay at East 10th Street and Perry Ave intersection and construction of four ADA ramps. • Work completed in this task will be incorporated into the 30%design submittal for the selected improvements. If the City has any comments on the cost options that are selected to be included in this project, comments will be addressed after the 30%design submittal during final design in subsequent Task 07-04. Subtask 05-05 - Public Outreach Support Objective To support the City during public outreach activities. Approach Activities for this subtask include: • Prepare a roll plot of the preferred alternative. • Prepare up to three graphics. • Attend public outreach meetings. City of Bremerton East 9th Street Stormwater Improvements 10 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Deliverables Deliverables for this subtask include: • One roll plot print of preferred alternative. • Up to three 22- by 34-inch color graphic boards. Assumptions Assumptions for this subtask include: • Public outreach meetings and open house events will be organized and led by the City. • Budget for this subtask includes one staff member attending up to two virtual or in-person meetings (2-hour duration each) and one staff member attending one in-person open house (4-hour duration). Task 06 - Preliminary Design Subtask 06-01 - 30% Plans and Estimate Objective Prepare a design report, preliminary (30%) engineering plans, and an Engineer's Opinion of Probable Cost(PS&E) for the preferred alternative selected under Task 05. Approach The following activities are associated with this task: • Prepare a preliminary design report. Preparation of the report will include hydrologic/hydraulic modeling in accordance with Ecology's Stormwater Management Manual for Western Washington (SWMMWW) and City design standards. • Identify potential utility conflicts, mark conflict locations in the field, and work with City Public Works staff to pothole each location. Incorporate pothole information into design. • Prepare 30% engineering plans. • Prepare a 30%engineer's opinion of probable cost. • Perform internal quality control/quality assurance (QC/QA) process. • Attend one design review meeting with the City. Deliverables The following deliverables are associated with this subtask: • Pothole plan in PDFformat. • Preliminary Design report in PDFformat. • Proposed 22 by 34-inch plan sheets as follows: —0 Cover with Vicinity Map and Sheet Index 1 sheet —o Legend and Abbreviations 1 sheet —0 Existing Conditions and Horizontal Control 1 sheet at 1" = 50 feet scale —o Roadway Grading and Drainage Plan and Profile 4 sheets at 1" = 20 feet scale City of Bremerton East 9th Street Stormwater Improvements 11 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work —) Shoreline Restoration Plan 1 sheet at 1" = 20 feet scale - 0utfa l l Details 2 sheets — Stormwater Details 1 sheet 11 sheets total • 30% EOPC in PDF and Excel format. Assumptions The following assumptions apply to this task: • The project meets ESA(4)d RRMP requirements and no U.S. Army Corps of Engineers (Corps) /National Marine Fisheries Service/U.S. Fish and Wildlife Service Biological Evaluation will be required. No ESA consultation for the Corps permit will be required due to RRMP coverage. • Project will be designed in accordance with Ecology's Stormwater Management Manual for Western Washington (SWMMWW). This project discharges to a flow control exempt water body and therefore detention facilities will not be required. • Budget assumes one treatment vault at a single location. • Road and sidewalk cost options that are evaluated in Subtask 05-04 will determine the amount of new and replaced hard surfaces that are proposed with this project. City will select roadway improvements before the 30%design phase begins. If roadway improvements are changed or added to the project after the 30% design phase, amendment may be needed to update the stormwater treatment and outfall designs. • Selected road and sidewalk options will include layouts and preliminary grading information and will not require any additional sheets for 30% design submittal. Grading and section details will be provided in subsequent Task 07 for final design. • Potholing to determine existing pavement thicknesses and/or locations of existing underground utilities will be performed using City-provided crews and equipment with observation provided by Parametrix. Utility coordination will be completed by the City. • Cost estimates will be based on a combination of historical information on recent similar local projects, recent WSDOT bid tabs, and a more detailed analysis for the major components. • All specifications will be developed during final design task. • AutoCAD and PDF files of all drawings and documents will be submitted to the City electronically. Hardcopies of deliverables are excluded. • City's review period for 30%design package is 4 weeks. • The City will provide one set of resolved and consolidated comments on 30%design which will be incorporated into the 60%design submittal. • The Parametrix PM and two lead designers will attend one 30%design review meeting virtually or in person to discuss City comments on the 30%design. • Internal Parametrix QC/QA documentation is excluded as a deliverable. City of Bremerton East 9th Street Stormwater Improvements 12 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Subtask 06-02 - Geotechnical Investigation and Report Objective To understand existing site characteristics from a geotechnical perspective including but not limited to characteristics of existing soils.To advise on feasible wall types around the site and maximum slope for daylighting on existing soils.To summarize all findings in a geotechnical report. Approach The approach to this subtask includes: ■ Para metrix will contract with Aspect Consulting to complete geotechnical investigations of the existing soil information and prepare a geotechnical report. A copy of the scope and fee estimate for Aspect Consulting is enclosed with this proposal. Deliverables The deliverable for Subtask 6.02 consists of the following: ■ Geotechnical Report(in PDFformat) Assumptions Assumptions and exclusions are included in the proposal provided by Aspect Consulting. Task 07 - Final Design Subtask 07-01 - 60% PS&E Objective Prepare 60% plans, specifications, and engineer's opinion of probable cost(PS&E). Approach Activities in this subtask include: ■ Advance drawings to 60% design level. ■ Prepare 60% Stormwater Design Report. ■ Develop 60% Bidding Documents (Special Provisions and front-end Bidding and Contract Documents). ■ Perform internal QC/QA process. ■ Attend one design review meeting with the City. Deliverables ■ Design Report in PDFformat. ■ 60% plan set 22 by 34-inch in PDF format.The proposed plan sheets are listed as follows: -� Cover with Vicinity Map and Sheet Index 1 sheet -0 Legend and Abbreviations 1 sheet City of Bremerton East 9th Street Stormwater Improvements 13 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work - Existing Conditions and Horizontal Control 2 sheet at 1"=40 feet scale —> Demolition and TESC Plan and Details 4 sheets at 1"=20 feet scale —) Drainage Plan and Profile 4 sheets at 1"=20 feet scale — Intersection Grading 1 sheet at 1"=10 feet scale - Park Grading 1 sheet at 1"=10 feet scale —) Driveway Grading Plans 2 Sheets at 1"=20 feet scale — Ramp Gradingand Details 2 sheets -0 Wall Detail 2 Sheets —) Shoreline Restoration Plan and Details 2 Sheets —0 Landscape Plans 2 sheets —> Irrigation Plans 2 sheets —) Roadway and Drainage Details 3 sheets —0 Outfall Details 3 sheets —> Stormwater Details 2 sheets —o Signing and Channelization Plan 1 Sheets at 1"=50 feet scale -0 Utilities Plan 2 Sheets - o Temporary Traffic Control Plans 3 Sheets 40 sheets total • 60% EOPC in PDF and Excel format. • 60% Special Provisions in PDF format. Assumptions • AutoCAD and PDF files of all drawings and documents will be submitted to the City electronically. Hardcopies of deliverables are excluded. • Budget assumes trench restoration only, overlay and four new ADA ramps at 10th Ave and Perry. • Cost estimates will be based on a combination of historical information on recent similar local projects, recent WSDOT bid tabs, and a more detailed analysis for the major components. • Special provisions and all drawings will follow WSDOT/American Public Works Association (APWA)format. City will provide Parametrix with the template of latest front-end Bidding and Contract documents. • City's review period for 60%design package is 4 weeks. • The City will provide one set of resolved and consolidated comments on the 60%design which will be incorporated into the 90%design submittal. • The Parametrix PM and two lead designers will attend one 60%design review meeting virtually or in person. • Internal Parametrix QC/QA documentation is excluded as a deliverable. City of Bremerton East 9th Street Stormwater Improvements 14 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Subtask 07-02 - 90% PS&E Objective Prepare 90°% plans, specifications, and engineer's opinion of probable cost(PS&E). Approach Activities in this subtask include: • Advance drawings to 90°% design level. • Prepare 90% Stormwater Design Report. • Develop 90% Bidding Documents (Special Provisions and front-end Bidding and Contract Documents). • Perform internal QC/QA process. • Attend one design review meeting with the City. Deliverables • Stormwater Design Report in PDF format. • 90% plan set 22 by 34-inch in PDF format. The proposed plan sheets are listed as follows: —) Cover with Vicinity Map and Sheet Index 1 sheet —> Legend and Abbreviations 1 sheet -� Existing Conditions and Horizontal Control 2 sheets at 1"=40 feet scale -) Demolition and TESC Plan and Details 4 sheets at 1"=20 feet scale — Drainage Plan and Profile 4 sheets at 1"=20 feet scale —) Intersection Grading 1 sheet at 1"=10 feet scale —> Park Grading 1 sheet at 1"=10 feet scale -o Driveway Grading Plans 2 Sheets at 1"=20 feet scale — Ramp Grading and Details 2 sheets —) Wall Detail 2 Sheets —) Shoreline Restoration Plan and Details 2 Sheets —0 Landscape Plans 2 sheets - o Irrigation Plans 2 sheets -) Roadway and Drainage Details 3 sheets — Outfall Details 3 sheets —) Treatment Details 2 sheets —) Signing and Channelization Plan 1 Sheet at 1"=50 feet scale — Utilities Plan 2 Sheets — Temporary Traffic Control Plans 3 Sheets 40 sheets total City of Bremerton East 9th Street Stormwater Improvements 15 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work • 90% EOPC in PDF and Excel format. • 90% Bidding Documents (Special Provisions and front-end Bidding and Contract Documents) in PDF format. Assumptions • AutoCAD and PDF files of all drawings and documents will be submitted to the City electronically. Hardcopies of deliverables are excluded. • Budget assumes trench restoration only, overlay and four new ADA ramps at 10th Ave and Perry. • Cost estimates will be based on a combination of historical information on recent similar local projects, recent WSDOT bid tabs, and a more detailed analysis for the major components. • Special provisions and all drawings will follow WSDOT APWA format. City will provide Parametrix with the template of latest front-end Bidding and Contract documents. • City's review period for 90%design package is 4 weeks. • The City will provide one set of resolved and consolidated comments on the 90%design which will be incorporated into the 100%design submittal. • The Parametrix PM and two lead designers will attend one 90%design review meeting virtually or in person. • Internal Parametrix QC/QA documentation is excluded as a deliverable. Subtask 07-03 - Final Bid Set (100% PS&E) Objective Prepare Final Bid Set plans, specifications, and engineer's opinion of probable cost(100% PS&E). Approach Activities in this subtask include: • Advance drawings to Bid Set design level. • Prepare final Stormwater Design Report. • Develop Final Bid Set Bidding Documents (Special Provisions and front-end Bidding and Contract Documents). • Perform internal QC/QA process. Deliverables • Stormwater Design Report in PDF format. • Bid Set(22- by 34-inch) plan set in PDF format. The proposed plan sheets are listed as follows: —0 Cover with Vicinity Map and Sheet Index 1 sheet —� Legend and Abbreviations 1 sheet —) Existing Conditions and Horizontal Control 2 sheet at 1"=40 feet scale —o Demolition and TESC Plan and Details 4 sheets at 1"=20 feet scale City of Bremerton East 9th Street Stormwater Improvements 16 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work -� Drainage Plan and Profile 4 sheets at 1"=20 feet scale —) Intersection Grading 1 sheet at 1"=10 feet scale —) Park Grading 1 sheet at 1"=10 feet scale — Driveway Grading Plans 2 Sheets 1"=20 feet scale -� Ramp Grading and Details 2 sheets —> Wall Detail 2 Sheets —) Shoreline Restoration Plan and Details 2 Sheets -� Landscape Plans 2 sheets —) Irrigation Plans 2 sheets —) Roadway and Drainage Details 3 sheets — Outfall Details 3 sheets -) Treatment Details 2 sheets -0 Signing and Channelization Plan 1 Sheet at 1"=50 feet scale —) Utilities Plan 2 Sheets —) Temporary Traffic Control Plans 3 Sheets 40 sheets total • 100% EOPC in PDF and Excel format. • Bid set contract documents. • AutoCAD and PDF files of all drawings and documents provided digitally. • Two hard copies of bid set plans on full-sized sheets (sealed by Washington professional engineer), special provisions, and contract documents. Assumptions • Budget assumes trench restoration only, overlay and four new ADA ramps at 10th Ave and Perry. • No major changes to the 90°% design package will be required, such as, a completely new treatment or outfall layout. No modeling adjustments will occur after the 90%submittal. • Special provisions and all drawings will follow WSDOT/APWA format. • Deliverables will be submitted electronically as PDF files. Hardcopies of deliverables are excluded. • Internal Parametrix QC/QA documentation is excluded as a deliverable. • All permitting efforts have been completed. • This scope of work does not include preparation of a conformed set of plans and specifications to incorporate any elements revised by bid addenda. City of Bremerton East 9th Street Stormwater Improvements 17 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Subtask 07-04a - Final Design of Roadway Cost Option 1 (OPTIONAL) Objective If the City decides to include Option 1 described in Subtask 05-04, this subtask will provide support to design and prepare 60°%, 90%, and Bid Set plans, specifications, and estimate for the selected road and sidewalk options selected by the City. This subtask is optional and will be activated by an amendment. Approach Activities in this subtask include: • Complete final design of Option 1 as described in Subtask 05-04. Deliverables The following deliverables are associated with this subtask: • Additional 60%, 90%, and Bid Set plan sheets: —) Intersection Grading 1 sheet —0 Driveway Grading 1 sheet —> Roadway and Sidewalk Grading 2 sheets —) Typical Sections 1 sheet —0 Ramp Grading 2 sheets —> Roadway and Drainage Details 1 sheet — Signing and Channelization Plan 1 sheet 9 added sheets total • Additional 60%, 90%, and Bid Set technical specifications for selected improvements. • Additional 60%, 90°%, and Bid Set cost estimate for selected improvements. Assumptions The following assumptions apply to this subtask: • Budget assumes design efforts for the following roadway improvements as described in Subtask 05-04: Option 1: Shore Drive • Plan sheets, technical specifications, and estimate for each selected cost option selected will be incorporated into the deliverables of each submittal. • City will select roadway improvements before the 30% design phase begins. If roadway improvements are added to the project after the 30°% design phase, additional budget may be needed to update the stormwater treatment and outfall designs for increased impervious surface. City of Bremerton East 9th Street Stormwater Improvements 18 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work • Work completed in Subtask 05-04 will serve as the 30% design of Option 1. Budget assumes no additional effort for 30% design of Option 1. • Budget assumes no right-of-way impacts or coordination. Subtask 07-04b - Final Design of Roadway Cost Option 2 (OPTIONAL) Objective If the City decides to include Option 2 described in Subtask 05-04, this subtask will provide support to design and prepare 60%, 90%, and Bid Set plans, specifications, and estimate for the selected road and sidewalk options selected by the City. This subtask is optional and will be activated by an amendment. Approach Activities in this subtask include: • Complete final design of Option 2 as described in Subtask 05-04. Deliverables The following deliverables are associated with this subtask: • Additional 60%, 90%, and Bid Set plan sheets: — Intersection Grading 1 sheet -� Driveway Grading 1 sheet —) Roadway and Sidewalk Grading 1 sheet -� Typical Sections 1 sheet -0 Ramp Grading 1 sheet —) Roadway and Drainage Details 1 sheet 6 added sheets total • Additional 60%, 90%, and Bid Set technical specifications for selected improvements. • Additional 60%, 90%, and Bid Set cost estimate for selected improvements. Assumptions The following assumptions apply to this subtask: • Budget assumes design efforts for the following roadway improvements as described in Subtask 05-04: s= Option 2: Perry Ave. • Plan sheets, technical specifications, and estimate for each selected cost option selected will be incorporated into the deliverables of each submittal. • City will select roadway improvements before the 30% design phase begins. If roadway improvements are added to the project after the 30% design phase, additional budget may City of Bremerton East 9th Street Stormwater Improvements 19 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work be needed to update the stormwater treatment and outfall designs for increased impervious surface. ■ Work completed in Subtask 05-04 will serve as the 30% design of Option 2. Budget assumes no additional effort for 30% design of Option 2. ■ Budget assumes no right-of-way impacts or coordination. Subtask 07-05 - Bidding Support Objective To assist the City in the bid selection process and award of the construction contract. Approach Activities in this subtask include: ■ Answer questions from Bidders. ■ Prepare up to one bid addendum. Deliverables The following deliverables are associated with this subtask: ■ Response to up to three bidder questions via email. ■ Electronic copies of up to one bid addendum. Assumptions The following assumptions apply to this subtask: ■ Budget assumes responses to up to three questions estimated at 2 hours each. ■ This scope of work does not include preparation of a conformed set of plans and specifications to incorporate any elements revised by bid addenda. Task 08 - Services During Construction Subtask 08-01 - Engineering Support During Construction Objective To provide engineering support services during construction phase of the project. Approach Activities in this subtask include: ■ Attend preconstruction meeting. ■ Attend meetings during construction as requested. ■ Review Contractor's submittals for compliance with the specifications. ■ Respond to applicable contractor's requests for information (RFIs). City of Bremerton East 9th Street Stormwater Improvements 20 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work Deliverables The following deliverables are associated with this subtask: ■ Electronic copies of responses to material submittals, cut sheets, and shop drawing review. ■ Electronic copies of RFI responses. Assumptions The following assumptions apply to this subtask: ■ Budget assumes up to two Parametrix staff members will attend the preconstruction meeting estimated at 4 hours each (2 hours travel, 2 hours duration). ■ Budget assumes one Parametrix staff member will attend up to six construction meetings or site walks at an estimated at 4 hours each (2 hours travel, 2 hours duration). ■ Parametrix will review and respond to up to six submittals at an estimated 2 hours each. ■ Parametrix will review and respond to up to four RFIs at an estimated 3 hours each. ■ Materials testing during construction will be completed by the City. ■ Budget assumes baseline scope. Amendment may be required for engineering support for selected roadway options. Subtask 08-02 - Design Modifications During Construction Objective To provide design modifications as needed during construction due to unanticipated conditions. Approach Activities in this subtask include: ■ Update design as needed during construction. Deliverables The following deliverables are associated with this subtask: ■ Electronic copies of modified plan sheets or specifications. Assumptions The following assumptions apply to this subtask: ■ Work under this subtask will be completed as requested and authorized in writing by the City. Parametrix will provide a budget estimate for the requested design modification prior to beginning the work. ■ Budget assumes up to 20 hours total of design modification support from two staff members. ■ Design modifications beyond the allotted budget, if needed, will be prepared under a future task or task amendment. ■ No meetings or site visits are included in this task. City of Bremerton East 9th Street Stormwater Improvements 21 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametric Scope of Work Task 09 - Management Reserve Objective Provide additional services that are outside of this current scope of work. Approach Work under this task will provide additional technical services that is outside of the current scope of work as requested and authorized in writing by the City. City of Bremerton East 9th Street Stormwater Improvements 22 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C ApsApplied Professional Services, Inc. 43530 SE North Bend Way North Bend, WA 98045 "Solutions that exceed expectations" 0 0 Date Project Address/Job Number: Services Performed For: 10/12/2023 Shore Drive. Parametrix } E 9th St— E 11th St. — Perry Ave. Bremerton, WA Kristy Allinson P1699 KAllinson@parametrix.com Scope of Work A. APS, Inc. will employ all industry and best practices to designate and mark the known conductible and/or non-conductible utilities within the project boundaries. B. APS, Inc. will sweep the area, after the known utilities have been marked, to attempt to identify any unknown or abandoned utilities. C. The project boundaries are defined by civil drawings or maps provided by the Client. Cost Estimate LABOR DESCRIPTION HOURS RATE AMOUNT Conductible Locates ( RM Locating® ) 16 $130.00 $2,080.00 Total $2,080.00 Statement of Work for Parametrix • DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C ippipwo, „,_ wriw.4_:-...,\NI- 1,4 lic.‘liC1 e.,'",.'1''.1..W„.....,.1st raffa IrrI .1 yi \� t m 0 ft beyondI. C\i,I curb return. '11 i ,S r'..."•A SI s 0,I:A_ . .L J,It --- --7—_,. N \1.* ...r, A_4 •• ,IL . /10 Nei y : ' !< % a s -*, i . 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O,p \ ,, s:, , `� I ' )L..� • _ existing outfall. �\ / / / '' �\ �� �� >' ,�j ,o� � >..:.�. .=�. .'°1't. a" -- -- 4, k i ;,� _ U k,ti 1 11•:.•..;•.. H • Elevations at top and / 14,,, ' " : 1,.- ;'•; • ''= - -` `°' �7Y ILA_: - - w bottom of existing wall, i \" \At.. 9TH E 9TH ST....�,::_;:. - ~� ,•� 'Tr �--� 40-ft spacing. . ,, //i 1 \---\--- ----- aillawri 1 / .""---4-i, -""1 ' -1- ,_\ Beach profile at — existing outfall. .V1 / =,„ ., . / �� Rim, IEs, and diameter , 2 ��� sue' -1-2.1k4-7 -_ IP"' / / of all existing storm ---,,, structures and pipes. \/ Determine DNR property line and /� / °� e; * - r /'\ map �; - ixt,,, '�, I� , r E 9TH ST STORM IMPROVEMENTS :,\ vl • FIGURE 1 - SURVEY REQUEST (SHEET 1 OF 3) � \ , " � , ', . ,_ DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C il! " ..., ,........_ „ .1i, 1, . ,i 1 ,- -•,_ .:. 4, es ' '' Artrift - --: ' - E 11THH ST i �' ��j•� � L, 1 r F �� ,_ "L-IH---Q4 i-- •••,, --!! w I (e III lir / - - 111 , —I fltr4-- 1:-.7..--:41 . ilk ' ' ' '•.. i * •4 Ar ._ . /v —g T—....__.— -il . 4.; . . ?.,.___ J.. 0 Firil,.....,—,;±.1 Ar:—.,— .''''Ft:Atwell,. / / :744 tr.ft' ,.., - 47i1s 37R s jiji ;T7iF r. ...r,—',i" ---..7.I..r_-.7 i4T,i Yr,t 1ttt t. i _. i 4,11,' 7//[�,� T ilk 0 ff '" ,t:-.., r.: al 1 :i -,. /3A Atli I is 7.'ni.• ,--0,7 *4- , : • / . .....sr..,....;,:s.,.. , - � �� ` - ' I , gip - -13 ' `.. . l ' 1ij- ♦, 1•ZI + �� _J ' . : .,,,, a Ii r � I h / � ft f- j j -Ij I * J4 ' —LL L J :_l 'il C 4 `� _ I E 10TH ST I . �:. ,,101J__0_,,g,A, U.,1 4,0 /- t•T t U) - . 4 k-1.__ ": t--,.:,-4t •:' I. — Rim, IEs, and diameter "lit,'1�"f - ►- �� - I �' W ] 1 -"-7- of all existingstorm — .-�. -�'. i I _. 4 i....... itil Z ;•1 tI) .N ' structures and pipes. r. , `4. r ` ==-yks. i . / _ .4 _ /4. , i I i ,M' i I 1 Jrf ,' A' loll / I�� e - /(� i - _..., _ , !� �� ..,r . r .\1 ., \ . , .. ,.s., ....,, , < •, ft- 1- —77-71 1 , p, St-771. 1 I , 11 I i '- J J �f Q • IE and diameter of '� - '�-- -ko . I. �/ � existing storm outfall. E 9TH S — F— �' %/ (" mr • ear, �, \ ,, . iCHMANN PAS y - i- .\ , -11/, . -.._:-, , ., 1407,li ' . -, rl - ir . 1,,,-.--f! .L-.1!..-- . ,.)• . A je \ ,.- 4:i.. .,,i /- \ E 9TH ST STORM IMPROVEMENTS \ - FIGURE 1 - SURVEY REQUEST (SHEET 2 OF 3 "'i 1"=100' MI MN A r r { 7C Aerial DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C • SALON •i 'Si,' `�1 ; .'46 F. '• "` --- .:II I , `ii' I •' a' „ ,.% . , . �� _i DIY i 9 l• y E 9TH ST STORM IMPROVEMENTS `� E 1., . St ,' a.' ► Untie: states WA Kitsap Co. Bremerton FIGURE 1 - SURVEY REQUEST (SHEET 3 OF 3) 7 i , . �► asiti d :� ` r z 1 - u t �, } i 1. s,-.1 �! ' I lweg NTS `Co 1 k••k•I J� I E 13th St-` J i Catalyst Public , ` t •' I it! 11 rr " 1 b . • t� Q , ',I +� ` ,ate '.fSch� o�olia, �r, �' . , ... JIM •.'mk � eL ~ ("- ' t ` _ I t ` O till 5' ,, r -I % Scl,:,....WO ali. br,• , '-.4.... ;d Q . f r: Q i / ®Playfield i-ice ►, 1 Y al o c v , > I fir,'. HK Mart • - a a , • ,,tea t �y Thn�ve Yoga . .�' 4 , ' o a ,,.a ¢> / ' Manette ai , ' ` i, zA1� 4 y ' IA' �'� H O ' Ali `t ChaosiBay r-c'i ,a .;� �' -,1� ' y `°' / 1. " DP cc T:, I Later ata. I. 0 Brewing Co. r '� '` N i '�• I. { ' :— i,.ar 1. ; { l t �— ,, , \>= ,,, •1, Hound+Bottle E 11 th'St `- E 11 th'St li 0 Manette Bridge ♦ A Y "..,. r .., i I1 c , O'That Hair Place v3 Maneite'D,ay Spa 4 - a1 ` MI IINII Headlines r� 1 e .1 e �. vz � "L1 c E 10th St u. . ' J y / ' e > E 10th St t �` P�� a • ,c 1 z I ro ` o 1 • 1 • c t03 . • � Beach Surveying. Greater Densityin the E 9th Street Area A. ;I •• ..... • • Extend as far down profile as possible (MLLW), catch P E9thSt E9thSt' 4. any major changes or breaks in slope, edge of s4,• '; •N ,_.,.,c>:-��{ y ' i `� bulkhead, rock revetment or other shorelineilt F � ��or <, , q '� . :Z � ., treatment, location of outfalls, OHW, nearshore ' , ,. ,., upland elevations _ - -_Shore Dr :�t- - C • Red line is approx. profile location. Area around , - , ,''. 40- project site should be topo data supplementing profile to produce 1' contour interval map Q Feedback r 250 reel DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C October 9,2023 Scope of Work — Coastal Engineering Services Parametrix — City of Bremerton E. 9th St Outfall Improvement Introduction The East 9th Street Stormwater Improvements project will address stormwater capacity issues in the existing stormwater network in the lower Manette neighborhood in Bremerton. Stormwater will be diverted from an undersized (12") stormwater outfall located at the west end of East 11th Street to the existing 6" outfall at East 9th Street. The 6" outfall will be upsized and replaced to accommodate the additional flow. The new outfall will be discharged to Puget Sound at either a nearshore or offshore outfall temunus. The planning and design of the outfall will require coastal engineering assessment and analysis work. MN will lead the coastal engineering work in support of Parametrix overall stormwater planning and design efforts. M&N has developed the following scope of work to assist Parametrix with coastal engineering specialty support services within the nearshore and estuary areas of the proposed restoration action. Scope of Work Task 1: Coastal Engineering Assessment Task 1.1 Existing Data Compilation and Review M&N will develop a list of information requests from the City and compile and review existing data and prior nearby studies and summarize the findings for use in conducting a site visit (task 1.2). M&N will compile and review publicly available information on coastal and geomorphological processes including tides and water levels,winds,recent storms,wind-waves,vessel wakes, and littoral drift. Records of recent and historical work activities as well as available record drawings for the project area prior improvements,provided by the City,will be reviewed.M&N will review and analyze existing historical survey and photography data sets and develop a data gap as sessment. Task 1.2 Site Reconnaissance Two M&N coastal engineers will visit the site during a daylight low tide event to observe site conditions. M&N will determine project site characteristics (e.g.beach material size and composition by location on the project site) and review the nearshore process in the project area reach. M&N will document key observations (e.g. sand and gravel accumulation, scour, etc...)with ground photos. It is expected this site visit will be attended by Parametrix and City personnel depending on availability. Document results in Task 1 summary memorandum. Task 1.3 SLR/Climate Change Assessment Conduct a review of Bremerton code and best available science for Puget Sound and Bremerton area relative to the project site and type of project improvements. Assessment will provide recommendations for criteria to be used for the shoreline improvements and as criteria for the stormwater system outfall design. Task 1.4 Coastal Processes Assessment Conduct qualitative coastal geomorphic processes analysis utilizing available data, site visit observations, and prior experience with similar coastal nearshore/estuarine projects relative to the planned outfall improvements. The assessment will include a review of wave exposure, historical studies, site survey data (including beach survey profiles to assist in the coastal geomorphic assessment), review of beach material composition and a field site assessment. This work will help establish the knowledge base for the existing physical processes at the site to aid in the planning and design work. Evaluate historic shoreline change through review of available survey data and aerial photography. Evaluate existing conditions of shoreline for protection of new m o f f a t t & n i c h o l CITY OF BREMERTON—EAST 9T"AVE STORMWATER OUTFALL I PAGE 1 SCOPE OF SERVICES FOR COASTAL ENGINEERING SUPPORT DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C October 9,2023 infrastructure,public access and relative to soft shore or designingwith nature stabilization opportunities. The assessment will evaluate the potential for designing with nature improvements and soft stabilization measures to address any shoreline stabilization needs. This task will outline the existing coastal processes present at the project site as a basis for the concept design and will be summarized in the task 1 summary technical mettiorandum. Assumption. Survey profiles on the beach at the East 9th Street location and at periodic locations south and north of the project site will be provided to MN by Parametrix in both x,y,z and ACAD base map format to complete the Task 1.4 work. Task 1.5 Outfall Concept Design Alternatives Screening MN will support Parametrix with a review of proposed outfall options relative to coastal process at the site. Consideration for City shoreline master program,habitat concerns, and hydraulic code will be included as part of the alternatives screening work with emphasis on coastal processes. Outline coastal engineering criteria to support alternatives analysis based on results of task 1.4 work. Review the potential for impact from alternatives on longshore sediment transport, changes in beach substrate size and potential for impact to adjacent properties. Provide assistance on evaluating a nearshore location versus a deeper water offshore outfall terminus. Alternatives screening review will include consideration for green or soft-shore stabilization versus grey traditional shoreline protection schemes (bulkhead or revetment. Assist with screening of alternatives to develop a short list of recommended alternatives for further, more detailed analysis and investigation. Review for the potential for impact on longshore sediment transport,changes in beach substrate size and potential for impact to adjacent properties. Evaluation will include future maintenance, performance, construction cost, regulatory considerations (WDFW Hydraulic Code, Marine Shoreline Modification Guidelines and City of Bremerton Shoreline Master Plan), and other factors deemed critical to ranking alternatives. Assumption. Criteria for habitat and regulatory considerations to be provided to MN by others. Task 1.6 Meetings&Deliverable Attend one meeting with Parametrix and the City to discuss status of the work and present results to gather input for finalizing the coastal engineering assessment. M&N will develop a technical memorandum summarizing the results of the coastal engineering assessment. Assumption. Assumed meetings: 7 team meetings, 2 client meetings (1 in person) and 1 regulatory agency meeting. All meetings are assumed to be virtual except those noted to be in person. Task 1 Deliverables • Data Gaps,Assumptions &Evaluation Criteria Summary Memo. • PowerPoint slide deck summarizing results of Coastal Assessment in PDF format. Will include conceptual level opportunities and recommendations. • Draft and Final Technical Memorandum in PDF electronic format.One round of review and revision assumed. Task 2: Design Support M&N will provide design support based on the results of Task 1 work. Work in this task would include the following: • Conceptual Design Support. Assist in developing design concepts for shoreline protection and restoration at the outfall location. Work could include assistance with cross section design, stable size beach material, shoreline armoring if applicable and other features subject to coastal processes and wave action. • Constructability Assessment. Review alternatives relative to construction requirements m o f f a t t & n i c h o l CITY OF BREMERTON—EAST 9T"AVE STORMWATER OUTFALL I PAGE 2 SCOPE OF SERVICES FOR COASTAL ENGINEERING SUPPORT DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C October 9,2023 • Meetings. Attend coordination meetings with Parametrix(2) throughout the duration of the work. Task 2 Deliverables • Design support recommendations by technical memorandum. General Assumptions • Parametrix will be responsible for the following work that our scope of work is dependent on to complete the work. o Topographic survey base map in ACAD .dwg format and an ASCII data file. Survey vertical datum needs conversion to MLLW datum. Survey delineating the location of bulkheads, shoreline structures, vegetation line and debris line where applicable. o Jurisdictional lines; High Tide Line and Ordinary High Water outlined on the ACAD base map. o Beach profile surveys at the project vicinity and in both directions north and south to outline the nearshore beach conditions. Beach profiles to extend to as low elevation as possible (preferably to MLLW elevation). • Habitat Assessments. Habitat assessment work for the nearshore will be provided by others. • No new numerical modelling or detailed hydrodynamic analysis will be conducted for the coastal engineering Task 1 work. The task 1 work will focus on qualitative assessment utilizing existing information and prior similar experience. • Geotechnical Assessment by others. Sieve analysis on up to 3 samples taken by MN from the beach surface will need to be conducted. • Preliminary design for permitting is assumed to be conducted by Parametrix. • Final design support is not included. Estimated Fee The work will be conducted on a T&M NTE basis with an estimated fee to complete the work is as follows: Task 1 = $48,230 Task 2= $16.220 Total = $64,450 A breakdown of hours by das sification are provided in the attachment A. ,,,, m o f f a t t & n i c h o l CITY OF BREMERTON—EAST 9T"AVE STORMWATER OUTFALL I PAGE 3 SCOPE OF SERVICES FOR COASTAL ENGINEERING SUPPORT DocuSign Envelope ID:5F D92979-13C4-463D-AA3E-36A13CFC2E1C Attachment A Moffatt&Nichol Fee Proposal Detail ,d„ City of Bremerton 9th St Outfall 7!Octi2023 Project Number: OPP005938 Subomsultant fvSrkup: 10% Project Manager: Kyle Landon Other Direct Costs Markup: 10% Project Director: £hare Phillips I.STAFF-HOURBUDCEii LABOR A'IFIC:I. -+ ., :..1 :'T:',: Principal Supery sory - Project Word General Eng.lSci Eng.lSci Senior Eng. Eng.lSci In En0.I5ei II En0.5ei I Staff Eng. n_ 2,T I Controls Processor Clem P-8,P 8 P 7 PE Pd P� P-3 P-t,P;! -;t,T-7 A4 A4,A-3 A4 _ L I1r Phase Task $825.00 $805.00 $275.66 $250.00 $210.00 $180.00 $155.00 5115.00 $165.00 $125.00 $ I �'J. i fP IP': 1 Coastal AssessmentI I aiding Data Collection 1.0 6.0 8.0 2.0 30 20.0 $4,240.00 Ste Reconnaissance 4.0 7.0 4.0 _ - 15.0 $3,945.00 Bass al AnalysslDesgn 1.0 4.0 2.0 2.0 9.0 $2,035.00 SLRICIimate Change As.mment 1.0 4.0 8.0 13.0 $2,865.00 Coastal Processes Assessmerd 2.0 6.0 12.0 24.0 _ 44.0 $10,100.00 tttematives Screening 3.0 2.0 16.0 16.0 12.0 49.0 $10,845.00 Ivbetings 4.0 8.0 6.0 18.0 $4,580.00 $48230.00 Deliverables 3.0 3.0 14.0 12.0 6.0 2.0 4.0 44.0 $9,620.00 2 Conceptual Design Coneptuel Design Support 40 12.0 12.0 6.0 34.0 $7,750.00 Condrudebilily Assessment 10 _^0 2.0 2.0 7.0 $1,845.00 Ivbetings 20 4.0 4.0 10.0 $2,470.00 Deliverables 40 6.0 6.0 1.0 17.0 $4,155.00 $ 16,220.00 TOTAL STAFF HOURS 30.0 13.0 95.0 104.0 26.0 2.0 3.0 7.0 2800 I. M&NLABOR COST $9,750.00 $3,965.00 $26,125.00 $18,720.00 $4,290.00 $230.00 $495.00 $875.00 Mr $64,450.(0 IC.OTHER DIRECT COSTS Cost Markup Cost Subtotal •111111117:21221 Airfare N1A 2 Lodging 1,11.4 3 Ivtrals NA 4 MleegelRerdel Car $200.00 N1A 620000 5 Outside Reproduction Y 6 Postage/Delivery Total MN Labor Cost $64,450 7 Telephone/Fax Total Subconsultani Cost: 8 !RR/Diving Equipment NA Total Other Direct Costs: $200 9 Other: M.Costs N1A Markup on Subconsulianis: 10 Other: Markup on ODCc: Subeonsultents Totals: Other Direct Costs Totals: $200.00 $20000 Total Project Estimate $64,650 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C STRUCK ENVIRONMENTAL, INC. EXHIBIT A City of Bremerton 9th Street Stormwater Improvements Scope of Work INTRODUCTION This Scope of Work describes work to be performed to assist Parametrix and the City of Bremerton Public Works and Utilities (PWU) in documenting environmental conditions and obtaining permits and approvals for the 9th Street Stormwater Improvements project. This project will improve stormwater conveyance and will include replacement of an existing marine stormwater outfall in the Manette neighborhood of east Bremerton. This Scope of Work generally consists of the following elements: • Characterize existing environmental conditions on the site. • Prepare environmental documentation to support design and permit applications. • Prepare permit applications and coordinate permit review and approvals. Task 4.1 —Site Characterization and Preliminary Assessment Objective: Prepare environmental documentation for the site necessary to support permit applications. Activities:This task consists of the following activities: • Work with the City and consultant team to develop project schedule and work plan. • Review existing environmental documentation for the project site consisting of critical areas, shoreline, hydrology, utilities, fish presence and other applicable information. • Perform field characterization of the site to delineate ordinary high-water mark (OHWM) and habitat conditions within the project limits and adjacent areas. Provide field sketches of OHWM and coordinate with Parametrix on survey and base map preparation. Survey will be provided by Parametrix. • Characterize shoreline habitat,vegetation and substrate. Review substrate data collected by others to support beach mix sizing and shoreline beach fill specifications. • Following the site field work, prepare a summary in email format of existing conditions and expected permit requirements. • Review and confirm ARPA permitting requirements with the City. • Assist Parametrix and the City in developing a permitting approach, strategy and schedule. Deliverables:The following deliverables are associated with this task: October 03,2023 1 Scope of Work v1 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C 96 Street Stormwater Improvements • Base map markups including field map of numbered OHWM flags (if necessary). • Summary of existing conditions and potential permitting requirements. Assumptions:The following assumptions are associated with this task: • Nearshore habitat assessment limits will extend approximately 200-ft east and west of the project site, and to approximately mean low water elevation or limit of low tide window that is available during the site characterization period. • If a deep water outfall option is selected for design, then a supplemental marine vegetation survey will likely be required during spring 2024 low tides. This supplemental assessment, if necessary, would be covered under Management Reserve budget (Task 09).This marine survey would be conducted on foot during low tide and would not require a dive survey of sub-tidal conditions. Task 4.2—Permit Applications and Approvals Objective: Prepare environmental documentation and permit applications. Activities:This task consists of the following activities: • Prepare JARPA application including Shoreline Substantial Development (SSDP) exemption. • Using information from the Alternative Analysis (Task 05), prepare a Site Assessment, Alternatives Analysis and Design Rationale report pursuant to WDFW HPA requirements codified in WAC 173-27-120. The report will describe site conditions, field work, alternatives considered, risks, proposed design, impact avoidance/minimization and mitigation requirements and shoreline no net loss habitat analysis. • Prepare a SEPA Environmental Checklist and coordinate submittal and review with the City Department of Community Development(DCD). • Prepare an abbreviated FEMA Biological Evaluation for submittal to City DCD for work within the coastal floodplain. • Prepare the HPA application via WDFW APPS system. • Prepare ESA 4(d) Regional Road Maintenance Program (RRMP) documentation. • Submit permit applications to the Corps, WDFW and City and respond to comments. Deliverables:The following deliverables are associated with this task: • Draft and final Site Assessment, Alternatives Analysis and Design Rationale report • Draft and final JARPA application. • Draft and final Abbreviated Biological Evaluation in FEMA format. • Draft and final SEPA Environmental checklist. • ESA4(d) RRMP documentation form. • Supplemental information to support questions and comments that arise during permit application review. October 03,2023 2 Scope of Work v1 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C 96 Street Stormwater Improvements Assumptions:The following assumptions are associated with this task: • The Site Assessment prepared to support the HPA will utilize the coastal engineering analysis prepared by others for wind and wave analysis, beach substrate grain size, erosion risk, shoreline stability risk, nearshore drift analysis, and beach nourishment feasibility/potential. • Cultural resource assessment and Inadvertant Discovery Plan will be provided by Parametrix, if applicable. • The project meets ESA (4)d RRMP requirements and no Corps/NMFS/USFWS Biological Evaluation will be required. No ESA consultation for the Corps permit will be required due to RRMP coverage. • No SSDP and/or Conditional Use Permit will be required. • It is assumed that a beach nourishment monitoring plan will not be required as a condition of the HPA from WDFW. If a monitoring plan is required budget would be provided via the Management Reserve task (Task 09). • Beach restoration/nourishment and beach restoration plans will be prepared by Parametrix. Struck Environmental will provide design comments in red-line format. • An 8 hour allowance is provided to support questions and comments that arise during permit application review. Task 4.3—Meetings and Coordination Objective: Coordinate with the City and consultant team and provide task management and administration. Activities:This task consists of the following activities: • Participate in up to six in-person or virtual meetings with the City including site visits, agency review meeting, design review meetings and draft permit application review meetings. • Meet with the design team on up to 10 occasions. • Assist with coordinating and documenting pre-application project review and feedback from WDFW and Suquamish Tribe. • Provide task management, administration and routine coordination. Deliverables:The following deliverables are associated with this task: • Meeting agendas and notes. • Monthly progress reports. • Email documenting WDFW and Suquamish Tribe coordination and preliminary design concurrence. • Routine communication and coordination correspondence. Assumptions:The following assumptions are associated with this task: October 03,2023 3 Scope of Work v1 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C 96 Street Stormwater Improvements • Project duration is assumed 18 months. • One on-site meeting with the City,WDFW and Suquamish Tribe is assumed. Team meetings and project review meetings will be virtual. • No outreach assistance, public meetings or open house attendance are included in scope. Task 4.4—Design Support Objective: Assist Parametrix and the City in developing habitat and mitigation related design elements. Activities:This task consists of the following activities: • Review/comment on outfall, beach restoration, habitat and mitigation related project design concepts. • Prepare schematic level mitigation concept plan at the approximate 15% design level to support alternatives development and permitting agency coordination. • Review 30%, 60%, 90%and final outfall, beach and shoreline restoration design sheets. • Participate in up to three in-person or virtual meetings with Parametrix and the City related to final plans, specifications and cost estimates, (PS&E). Deliverables:The following deliverables are associated with this task: • Design review comments in red-line format. Assumptions:The following assumptions are associated with this task: • Plans will be prepared by Parametrix. Task 05—Feasibility Study Objective: Prepare the Environmental Assessment portion of the Feasibility Study and Alternatives Analysis. Activities:This task consists of the following activities: • Prepare the preliminary, draft and final Environmental Assessment for the Feasibility Study/Alternatives Analysis. The assessment will including the following information: o Summary of site conditions and regulatory requirements. o Summary of habitat related design considerations, including forage fish spawning habitat. o Evaluation of outfall and treatment alternative relative to regulatory requirements, schedule objectives/risks, habitat benefits and long term beach stability/maintenance. • Prepare preliminary draft assessment for Parametrix review, draft assessment for City review and final assessment based on City comments. October 03,2023 4 Scope of Work v1 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C 96 Street Stormwater Improvements Deliverables:The following deliverables are associated with this task: • Preliminary, draft and final Environmental Assessment for Feasibility Study. Assumptions:The following assumptions are associated with this task: • Four alternatives will be considered in the Feasibility Assessment: o Nearshore outfall with energy dissipator o Nearshore outfall without concrete vault energy dissipator o Deepwater outfall o Additional alternative to be determined. • Engineering design, planting plans and construction cost estimates will be prepared by Parametrix. Task 08—Services During Construction Objective: Provide support services during the construction phase of the project. Activities: This task consists of the following activities: • Attend meetings as requested by the City. • Review Contractor's Requests for Information (RFIs) and submittals for compliance with the specifications as requested by the City. • Respond to other project issues and needs as requested by the City. Deliverables: The following deliverables are associated with this task: • Email and/or memoranda communications as applicable. Assumptions: The following assumptions are associated with this task: • Work under this task will be on a time and materials basis up to the estimated budget allowance according to the costs shown in Exhibit B. Task 09—Management Reserve Objective: Provide support to the City as requested that is outside the current scope of work. Activities: This task may consist of the following activities: • Assist the City with other supplemental field assessment, permit submittals, stakeholder coordination, preliminary design report and other services as may be required or requested due to permitting needs, regulatory agency requirements, design changes or other unanticipated changes or project needs. Deliverables: The following deliverables are associated with this task: • To be determined. October 03,2023 5 Scope of Work v1 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C 96 Street Stormwater Improvements Assumptions: The following assumptions are associated with this task: • The specific scope and budget for additional work requested by the City will be determined at the time of work request. October 03,2023 6 Scope of Work v1 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C STRUCK ENVIRONMENTAL, INC. Project: EAST 9th STREET STORMWATER IMPROVEMENTS Client: City of Bremerton Date: 10-03-23 vl Exhibit B-Estimated Budget Struck Environmental Fhil Stnick RaterHr$175 TASK DESCRIPTION Hours cost 4.1 SITE CHARACTERIZATION AND PRELIMNARY ASSESSMENT Review existing information and work plan 8 $1,400 Field charaderization and OHWMdelineation 8 $1,400 Review and confirm HARP permitting requirements 4 $700 Coordinate base map and site assessment 4 $700 Existing conditions summary and prelim.permit strategy 8 $1,400 Subtotal 32 $5,600 ' 4.2 PERMIT APPLICATIONS AND APPROVALS M WDFW Site Assessment,Alts Analysis,Design Rationale 16 $2,800 JARPA and SSDP Exemption 8 $1,400 FEMA Abbreviated BE 20 $3,500 Pre-submittal agency coordination 8 $1,400 Corps Permit Application package incl.RRMP documentaiion 8 $1,400 WDFW HPA 8 $1,400 SEPA 12 $2,100 Respond to agercy review comments 8 $1,400 Subtotal 88 $15,400 4.3 MEETINGS AND COORDINATION I Team meetings and coordination 20 $3,500 Meetings with City and stakeholders 16 $2,800 Task management,routine communications and administration 24 $4,200 Subtotal 60 $10,500 4.4 DESIGN SUPP.I:H Preliminary design 10 $1,750 Final design 8 $1,400 Subtotal 18 $3,150 Environmentalassessment-preliminary 16 $2,800 Environmentalassessment-draft 4 $700 Environmentalassessment-final 4 $700 Subtotal 8 $4,200 8 CONSTRUCTION ENGINEERING illii- Construction engineering support 8 $1,400 Subtotal 8 $1,400 9 MANAGEMENT RESE;,!^S= Corps!NMFS/USFWS Biological Assessment 40 $7,000 Other serces as requested 10 $1,750 Subtotal 50 $8,750 TOTAL 180 $49,000 —11 Mileage $100 DIRECT COST TOTAL $100 TOTALS $49,100 10/12/2023 1 B re m_9th Ave SW_Budget_v1_10-03-23.xlsx DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C %Asp ect .A Geosyntec Company September 27, 2023 Brenna Tumbling, P.E. Engineer IV Parametrix, Inc. 1019 39th Avenue SE Puyallup, Washington 98374 Re: Geotechnical Engineering Evaluation Proposal East 9th Street Stormwater Improvements Bremerton, Washington Aspect Project No. 230371 Dear Ms. Tumbling: Aspect Consulting LLC (Aspect)thanks you for the opportunity to provide this proposed scope of work and fee estimate for a geotechnical engineering investigation and evaluation in support of the East 9th Street Stormwater Improvements (Project) located along Shore Drive,Perry Avenue, and East 9th Street in the lower Manette neighborhood in Bremerton, Washington(Site). In preparation of this proposal,we discussed the Project with you,reviewed the relevant schematics from the City of Bremerton (City), and reviewed nearby available geologic data. Herein we provide our understanding,proposed approach and scope of work, cost estimate, and schedule for your consideration. Project Understanding The Project includes increasing stormwater capacity at the Site by diverting flow to the existing outfall location at the East 9th Street Mini Park. The outfall will be replaced and upsized to accommodate the additional flow. The Project will also divert flow from Perry Avenue to the new outfall at the East 9th Street Mini Park. New conveyance pipelines along Shore Drive, Perry Avenue, and East 9th Street are expected at depths ranging from 2 to 8 feet below the ground surface. The pipeline from Perry Avenue and East 9th Street will need to be routed below an existing concrete masonry unit(CMU)retaining wall that separates the two lanes of Shore Drive. The new outfall will require shoreline improvements and modifications including removing existing concrete rubble and constructing new shoreline protection. The Project coastal engineer, Moffat&Nichol will be collecting sediment samples from the shoreline at/near the East 9th Street Mini Park to inform the outfall and shoreline protection design. Based on our review of nearby project data and local geologic maps, the near-surface soils in the vicinity of the Project are anticipated to consist of glacial till with fill anticipated along roadway embankments and where previous grading has been completed. Proposed Scope of Work We will complete geotechnical explorations to characterize the subsurface conditions along the proposed stormwater conveyance lines. A piezometer will be installed and monitored to understand shallow groundwater conditions for informing potential dewatering design. If conditions warrant, Aspect Consulting,LLC 350 Madison Ave N Bainbridge Island,WA 98110 206.780.9370 www.aspectconsulting.com DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrix, Inc. —East 9th Street Stormwater Improvements September 27, 2023 Project No. 230371 the piezometer can be hydraulically ("slug")tested to estimate aquifer properties and inform preliminary hydrogeologic evaluations as an optional task. Using the data from the explorations, we will complete geotechnical engineering analyses for trenching, temporary shoring, construction dewatering, pipe bedding, and backfilling requirements. We will prepare and submit a geotechnical engineering report in support of final design summarizing the results of our explorations, analyses, conclusions, and recommendations. We will complete the following tasks as part of our scope of work. Task 1 -Data Review and Geologic Reconnaissance We will review the readily available data and mapping at and near the Site and coordinate and execute a geologic reconnaissance of the Site. Our reconnaissance will be performed by traversing the accessible portions of the Site and near-Site areas, reviewing the condition of the retaining wall along Shore Drive, assessing the shoreline at the East 9th Street Mini Park, and noting the slope inclinations and visible geologic features such as outcrops, scarps, vegetation patterns, drainage characteristics, and springs. During our reconnaissance, we will mark our proposed exploration locations in white paint for planning and utility locating. Task 2-Subsurface Explorations We plan to conduct a subsurface exploration program that consists of three drilled soil borings. We anticipate one boring will be completed along Shore Drive, one boring near the existing retaining wall at the west terminus of East 9th Street, and one boring along East 9th Street or Perry Avenue. In the event that shallow groundwater is encountered, we propose a contingency budget to allow for the installation of one shallow piezometer to allow for groundwater monitoring and dewatering evaluations (if needed). Subtask 2.1- Utility Locating andTraffic Control Planning The drilled soil borings will be located within the existing roadways and City right-of-way (ROW). All field activities will be coordinated with you and the appropriate Project stakeholders prior to the start of any work at the Site. A minimum of 3 business days prior to our explorations, we will visit the Site as part of Task 1 to mark the exploration locations in white paint for planning and utility locating. We will use the public one-call utility locating service and subcontract with a private utility locating service to clear the proposed areas of exploration. We should be provided with any drawings or other information available on utility locations within the limits of the Site. Our fee does not include utility repair costs. We will take reasonable precautions to reduce the potential for damage to utilities; however, Aspect does not assume responsibility for the cost of repairing utilities that are unmarked or incorrectly marked. Aspect will also subcontract with a traffic control contractor to prepare Traffic Control Plans (TCPs)for single lane closures at two of the boring locations. We understand from the City that the location near the existing retaining wall can be fully closed from traffic for the duration of the exploration. The TCPs for the other locations will be provided to Parametrix and the City for approval and we will have our subcontractor execute the approved TCPs during the subsurface explorations. Subtask 2.2- Soil Borings We will advance three machine-drilled soil borings at the Site. We will coordinate with you, the City, and other relevant Project stakeholders on the final boring locations. The borings will be Page 2 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrix, Inc. —East 9th Street Stormwater Improvements September 27, 2023 Project No. 230371 advanced using rotary drilling techniques from truck-mounted drill rig by a driller operating under subcontract to Aspect. We will conduct density testing and collect samples at 2.5-foot intervals to a depth of 15 to 20 feet in general accordance with ASTM International (ASTM)Method D1586. If appropriate, Shelby tube samples will be used to collect relatively undisturbed soil samples. We anticipate the borings will extend approximately 15 feet below the existing ground surface. The borings will be backfilled with bentonite chips per Washington State regulations and include surface patching to match the surrounding conditions (quick-set concrete). Subtask 2.3-Optional Piezometer Installation and Groundwater Monitoring In the event that shallow groundwater is encountered in the borings that could impact the proposed trenching activities, one of the borings will be completed as a 2-inch-diameter piezometer for groundwater monitoring. The piezometer will consist of a screened section of slotted PVC pipe surrounded by sand. The piezometer will be developed to establish a good hydraulic connection with the surrounding soil and instrumented with a submersible pressure transducer set to record near continuous groundwater readings. The piezometer will include a flush-mounted, traffic-rated, steel monument with a locking cap. If the piezometer is installed, we will complete one round of manual groundwater monitoring and retrieve the pressure transducer approximately 3 months after the initial installation of the piezometer. The location of the piezometer is likely to be within the one of the roadways and will require a temporary lane closure to safely access. We will utilize the TCP developed for the soil boring activities and subcontractor with a traffic control contractor to implement the TCP during monitoring. The results of the groundwater monitoring will be plotted, shared with Parametrix, and included in our geotechnical report under Task 3. Subtask 2.4- LabTesting Selected soil samples from the soil borings and up to three samples from Moffat&Nichol's sediment sampling will be submitted to a geotechnical engineering laboratory for testing and determination of index and engineering properties. Laboratory tests may include natural moisture content, grain size distribution, organic content, and Atterberg Limits (if fine-grained, cohesive soil is encountered). Lab testing will be completed in general accordance with the applicable American Society for Testing and Materials (ASTM)methods. Assumptions • All work will be within the existing right-of-way (ROW)or Parametrix will secure rights- of-entry for Aspect staff to access private properties and complete any necessary coordination with the landowners prior to our explorations. • Any permits other than standard drilling permits (such as right-of-way permits)will be provided by others. Aspect can provide permit application information, but we assume other stakeholders will act as the permit holder(s). • Advancement of the three borings and installation of the optional piezometer will take two full day assuming no delays or unique constraints related to road use, private property access, or traffic control. • Cuttings generated by the borings will be drummed and hauled away unless an on-Site area for disposal is identified by the City. • Our scope of work does not include restoration (other than backfilling and pavement patching as needed) or revegetation of areas cleared for equipment access. Page 3 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrix, Inc. —East 9th Street Stormwater Improvements September 27, 2023 Project No. 230371 Task 3-Geotechnical Engineering Evaluation and Reporting Based on our characterization of the subsurface conditions, we will complete geotechnical evaluations and summarize our findings in a report for the Project. The report will include the following: • Exploration logs and site plan showing exploration locations • Laboratory test results —including grain size distributions of the sediment samples provided by Moffat&Nichol • Groundwater monitoring data (if completed) • Trenching and backfilling considerations: — Excavation and temporary shoring for stormwater conveyance lines — Pipe subgrade preparation — Groundwater levels — Feasible dewatering techniques — Pipe zone bedding, backfill material and compaction requirements, and suitability of soil reuse — Wet weather considerations — Temporary erosion control • Recommendations for protection of the existing retaining wall and an assessment of trenchless pipeline installation feasibility along with soil properties. Assumptions • Parametrix or the City will provide a recent topographic basemap/survey for use in our analyses and inclusion in our report. • Preparation of plans, specifications, and cost estimates will be completed by Parametrix. • Detailed dewatering design will be contractor-led and utilize the concepts and preliminary design information criteria developed by Aspect. • We have assumed one round of draft report revisions in our scope where we assume you will provide a consolidated set of written comments for resolution and incorporation into the final report. Task 4-Design Meetings and Plans Review We will participate in up to two virtual design team meetings for up to 2 hours each. We will review the pertinent geotechnical elements of the Project plans. We have assumed one round of review for the 60 and 90 percent Project plans (each)totaling 4 hours of review and coordination time. Under this task, we will also manage the work of our subcontractors, and correspond with Parametrix as needed with respect to contracts, insurance certificates, billing cycles, etc. Cost Estimate We propose to complete this scope of work on a time-and-materials basis in accordance with the attached Schedule of Charges with a base budget of$33,250. The optional piezometer installation and groundwater monitoring will require an additional budget of$5,267. A breakdown of our budget estimate, on a per-task basis, is shown below. Page 4 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrix, Inc. —East 9th Street Stormwater Improvements September 27, 2023 Project No. 230371 Task Aspect Labor Subst/ODC's2 Total Task 1 —Data Review and Geologic Reconnaissance $1,555 $110 $1,665 Task 2— Subsurface Explorations Subtask 2.1 —Utility Locating and Traffic Control $617 $978 $1,595 Subtask 2.2— Soil Borings $5,324 $10,634 $15,958 Subtask 2.4—Lab Testing $589 $1,938 $2,527 Task 3 —Geotechnical Evaluation and Reporting $7,487 - $7,487 Task 4—Design Meetings and Plans Review $4,018 - $4,018 TOTALS: $19,590 $13,660 $33,250 1. Subs include a driller,traffic control,private utility locator,and laboratory testing. 2. ODCs include field vehicle/mileage,GPS equipment,field equipment,etc. Optional Subtask 2.3 costs are summarized below: Optional Task Aspect Labor Subst/ODCs2 Total Subtask 2.3 —Optional Piezometer Installation $1,528 $3,739 $5,267 1. Subs include driller,traffic control. 2. ODCs include field vehicle/mileage,pressure transducer,etc. The above scope and cost do not include civil stormwater drainage design, pilot infiltration testing, environmental engineering, surveying, structural engineering, detailed dewatering design, PS&E development, or services during construction. Schedule We are prepared to begin work on the Project immediately. We can conduct our reconnaissance within 2 weeks of notice-to-proceed and explorations (pending driller availability)within 6 weeks of notice-to-proceed. We can provide initial findings and consultation to Parametrix within 1 week of completion of the field work. Our draft report will be submitted to you within 4 weeks of completion of the field work. We will prepare and submit the final, stamped report within 1 week of receiving and resolving any review comments from you. Closure Our scope of services will be billed on a time-and-materials basis and performed in accordance with the terms and conditions of our forthcoming mutually agreed-upon subconsultant agreement. We will notify you and obtain your authorization if additional effort above and beyond the estimated scope of this work is required. We will use a Contract Change Form to request your authorization for any changes to this scope of services. This cost proposal is valid for 90 days unless extended in writing by Aspect. In closing, we again thank you for the opportunity to prepare this proposal. Please contact the undersigned if you have any questions or to discuss any changes to our proposed scope of work. Page 5 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1 C Parametrix,Inc. —East 9th Street Stormwater Improvements September 27, 2023 Project No. 230371 Sincerely, Aspect consulting, LLC ndrew J. Holmson,PE Senior Associate Geotechnical Engineer aholmson@aspectconsulting.com Attachments: 2023 Aspect Schedule of Charges V:A230371 East 9th St Stormwater Improvements\Contracts\Proposal Material\230371-A Proposal 20230927.docx Page 6 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Aspect SCHEDULE OF CHARGES C O N S U L T I N G Effective January 2023 Unless otherwise stated in the proposal or services agreement,current rates are as follows: ENGINEERS, SCIENTISTS, AND ANALYSTS Hourly Rate Principals and Associates Principal 2 $ 305 Principal 1 289 Sr. Associate 267 Associate 253 Senior, Project, and Staff Professionals Senior 3 253 Senior 2 238 Senior 1 222 Project 3 204 Project 2 189 Project 1 176 Staff 3 161 Staff 2 148 Staff 1 137 TECHNICAL AND PROJECT SUPPORT Hourly Rate Field Operations Technician 2 $ 122 Technician 1 112 Design, CAD, and Graphics Engineering Designer 176 Sr. CAD 157 CAD 138 Sr. Graphic Designer 128 Graphic Designer 119 Technology Sr. Software Developer 250 Software Developer 219 Technical Editing and Project Coordination Sr. Technical Editor 140 Coordinator 3/Technical Editor 128 Coordinator 2 120 Coordinator 1 111 OTHER CHARGES Mileage Federal Gov't Rate Plus 15% Subcontractors and Project Expenses Cost Plus 15% Client acknowledges that Aspect will adjust the Schedule of Charges annually,and that the Agreement will remain valid for any and all annually adjusted Schedule of Charges. DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C Parametrik Scope of Work EXHIBIT B - Schedule Work Element Completed By Notice to Proceed Assumed December 15, 2023 Kickoff Meeting Assumed January 3, 2024 Alternatives Analysis May 24, 2024 30°%o Design Submittal August 2, 2024 City Review and Feedback August 30, 2024 60% Design Submittal December 6, 2024 City Review and Feedback January 3, 2025 90% Design Submittal March 28, 2025 City Review and Feedback April 25, 2025 Bid Set Submittal June 6, 2025 Bidding/Award January 2026 Construction November 2026 NOTE: The assumed turnaround time for City review is 4 weeks. City of Bremerton East 9th Street Stormwater Improvements 45 November 2023 DocuSign Envelope ID:5FD92979-13C4-463D-AA3E-36A13CFC2E1C PIC PM Storm and Civil Landscape GI5 Structural Survey Project Controls C 12 0 C • a N 0 t N t NN C a C Y0N 12 • rx O C YO U to N O n N C U ( 0 E n -0E " 4 [ .. y O _C o o. o . o c . a 1 c u u ° t U ° ° o - Y - Q H Q Q m X X U mn U EXHIBIT C-Budget Estimate o 9th Street Stormwater Improvements v v_ v c c a`1 a`1 a`1 v - c v m d c v u c `o `o 9' 9 '+ a w w c c c c c m 4 c L. a1 o v v s v o B aBi o 0 0 1 u 2 'eo 'eo 'eo 'm a 'eo 8 2 a 'o o Z a` a1 a` 2a n ui ui u�i s0 a - c7 0, to to H a`U to to `to to ¢ a to Multiplier: 3.0154 Burdened Rates: $369.39 $189.88 $211.50 $143.32 $162.14 $121.94 $160.57 $147.66 $108.55 $205.11 $99.00 $159.00 $194.37 $239.30 $201.88 $142.87 $138.14 $98.30 $132.80 $110.06 $165.52 $122.91 $136.75 Task SubTask Description Labor Dollars Escalation 96* Escalation$" Labor Hours 01 Project Management $46,001.37 $3,680.11 262 0 42 V d 0 0 0 0 0 d r I 0 0 it T i 4• 14 0 01 Project Management and Coordination $46,001.37 896 $3,680.11 262 4 146 0 42 0 0 42 0 0 0 0 0 0 0 0 0 0 0 0 0 14 14 0 02 Survey $29,524.44 213 0 0 0 4 0 0 0 0 0 0 0 0 0 0 24 24 58 3 60 40 0 0 0 01 Topographic Survey and Right-of-Way Determination $25,657.19 187 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 24 40 3 60 40 0 0 0 02 Legal Descriptions and Exhibit $3,867.25 26 0 0 0 4 0 0 0 0 0 0 0 0 0 0 4 0 12 0 0 0 0 0 0 03 Coastal Engineering $7,237.32 44 0 20 0 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Coastal Engneering Assessment&Design Support(See below for sub 01 costs) $7,237.32 44 0 20 0 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 Environmental Studies and Permitting $8,176.32 52 0 12 4 16 0 16 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 Environmental Studies,Permitting,&Design Support(See below for sub 01 costs) $8,176.32 52 0 12 4 16 0 16 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 05 Alternatives Analysis $64,054,39 448 2 36 16 126 36 176 22 0 0 0 20 14 0 0 0 0 0 0 0 0 0 0 0 01 Downstream Analysis of Perry Avenue System $8,773.43 56 2 2 0 26 0 0 22 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 02 Outfall Alternatives Analysis $13,535.05 92 0 4 8 40 0 24 0 0 0 0 2 14 0 0 0 0 0 0 0 0 0 0 0 03 Stormwa ter Treatinent Alternatives Analysis $11,610.56 82 0 0 8 44 0 28 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 04 Roadway and Sidewalk improvement Evaluation** $19,658.30 146 0 6 0 0 36 104 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 Public Outreach Support $10,477.07 72 0 24 0 16 0 20 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 06 - Preliminary Design $43,817.44 300 0 16 8 78 16 94 14 14 20 4 0 16 8 8 0 0 0 0 4 0 0 0 0 01 3096 Plans and Estimate $41,725.12 288 0 8 8 74 16 94 14 14 20 4 0 16 8 8 0 0 0 0 4 0 0 0 0 02 Geotechni cal Investigation and Report(See below for sub costs) $2,092.33 12 0 8 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07 _ Final Design $309,775.36 M. $11,396.44 2014_ 0 38 32 296 222_ 870 24 116 196 26 6 44_ 60 24 0 0 0 0 0 0 4_ 0 56 01 6096 Plans,Specifications,and Estimate(PS&E) $102,204.39 4% $4,088.18 742 0 10 8 10E, 72 324 16 48 80 8 4 18 28 8 0 0 0 0 0 0 0 0 12 02 9096 Plans,Specifications,and Estimate(PS&E) $80,092.22 4% $3,203.69 578 0 10 8 90 46 242 8 32 68 10 2 14 24 8 0 0 0 0 0 0 0 0 16 03 Final Bid Set(10096 PS&E) $52,280.16 4% $2,091.21 372 0 4 8 76 20 112 0 36 48 8 0 12 8 8 0 0 0 0 0 0 4 0 28 04a Final Design for Roadway Cost Option 1(60%,90%,Bid Set)*** $39,311.17 4% $1,572.45 288 0 12 0 0 84 192 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04b Final Design for Roadway Cost Option 2(60%,90%,Bid Set)*** $30,375.93 4% $1,215.04 220 0 12 0 0 68 140 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 Bidding Support $5,511.49 846 $440.92 34 0 2 8 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08 Services During Construction $22,495.85 $1,799.67 142 0 24 10 88 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 Engineering Support During Construction $13,543.49 846 $1,083.48 88 0 20 0 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 Design IvIodificatons During Construction $8,952.36 896 $716.19 54 0 4 10 20 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09 Management Reserve $50,000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MR Management Reserve $50,000.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Labor Totals: $581,082.50 3,475 6 292 70 674 274 1156 122 130 216 30 26 74 68 32 28 24 58 3 64 40 18 14 56 Escalation Amt(4%per cycle): $16,876.21 Totals: $597,958.71 $2,216.32 $55,444.88 $14805.01 $96,599.00 $44,425.83 $140,965.85 $19,589.55 $19,196.34 $23,447.75 $6,153.23 $2,573.89 $11,766.15 $13,217.34 $7,657.67 $5,652.67 $3,428.87 $8,011.86 $294.91 $13,499.09 $4,402.48 $2,979.213 $1,720.71 $7,657.91 Subconsultants Subcensultant Budget Notes Applied Professional Services Inc $2,080.00 *Billing rates are updated on October 1 annually.Labor inflation of 4%is added for each escalation cycle. Moffatt&Nichol $64,650.00 **Optional task.Precursor to Subtasks 07-04a and 07-04b. Aspect Consulting(includes Optional Subtask 2.3) $38,51000 ***Optional task. Struck Environmental $49,100.00 Subconsultants Total: $154,347.00 Other Direct Expenses Mileage-1600 total[w$0.655/mile $ 1,048.00 Survey Equipment($160/Use)-7total $ 1,120.00 Printing-Public Outreach materials;(2)hard copy bid sets $ 250.00 Other Direct Expenses Total: $2,418.00 Project Total $754,723.71