Loading...
HomeMy WebLinkAboutPSI_Agreement-2023_Sub_Inv_(Part_2)_7-27-22> > > OO AAKK SSTT SIEWERT TRSIEWERT TR E LINCOLN AVE LINCOLN AV 23-O-1 23-O-2 23-O-3 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsOak Street Ü05025Feet Legend >Oak Street Soil Borings (15 ft Deep) Oak Street Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA > > > OAK ST OAK ST E IRVING AVE IRVING AV 23-O-4 23-O-5 23-O-6 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsOak Street Ü06030Feet Legend >Oak Street Soil Borings (15 ft Deep) Oak Street Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA > > > BEECH ST BEECH ST HOBBS AVHOBBS AV LIBERTY ST LIBERTY STW MURDOCK AVW MURDOCK AV 23-BE-1 23-BE-2 23-BE-3 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsBeech Street Ü07537.5 Feet Legend >Beech Street Soil Borings (15 ft Deep) Beech Street Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA > > > BEECH ST BEECH ST W BENT AVW BENT AV 23-BE-4 23-BE-5 23-BE-6 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsBeech Street Ü07537.5 Feet Legend >Beech Street Soil Borings (15 ft Deep) Beech Street Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA > > > CCOONNGGRREESSSS AAVV BEECH ST BEECH ST 23-BE-6 23-BE-7 23-BE-8 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsBeech Street Ü07537.5 Feet Legend >Beech Street Soil Borings (15 ft Deep) Beech Street Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA > > > S H E R I D A N S T S H E R I D A N S T HHOOLLLLIISSTTEERR AAVV CC LL AA RR KK SS CC TT 23-H-1 23-H-2 23-H-3 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsHollister Ave Ü05025Feet Legend >Hollister Ave Soil Borings (15 ft Deep) Hollister Ave Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA >> HOLLISTER AVHOLLISTER AV A L G O M A B L V D A L G O M A B L V D 23-H-423-H-5 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsHollister Ave Ü05025Feet Legend >Hollister Ave Soil Borings (15 ft Deep) Hollister Ave Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA > > HOLLISTER AVHOLLISTER AV CC L L A A R R KK SS C C TT 23-CL-1 23-CL-2 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsClarks Court Ü05025Feet Legend >Clarks Ct Soil Borings (15 ft Deep) Clarks Ct Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA > > > > RRAATTHH LLAA 23-L-4 23-L-3 23-L-2 23-L-1 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsLakeshore Park Trail Ü08040Feet Legend >Lakeshore Park Soil Borings (10 ft Deep) Lakeshore Park Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA > > > >!"#$41 !"#$41 23-L-7 23-L-6 23-L-5 23-L-4 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsLakeshore Park Trail Ü08040Feet Legend >Lakeshore Park Soil Borings (10 ft Deep) Lakeshore Park Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA >> > BROWN ST BROWN ST ALGOMA BLVD ALGOMA BLVD 23-300W-123-300W-2 23-300W-3 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil Borings300 W Parking Lot Ü03015Feet Legend >300 W Lot Borings 300W Parking Lot Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA > > > > DIVISION ST DIVISION ST MERRITTMERRITTAVAV BROWN BROWN STST CHURCH AV CHURCH AV N MAIN ST N MAIN ST ALGOMA BLVD ALGOMA BLVD 23-400W-1 23-400W-2 23-400W-3 23-400W-4 City of OshkoshEngineering Division This map is neither a legally recorded map nor a survey and it is not intended to be used as one. Mapped soil borings do not reflect exact locations in field. This drawing is a compilation of records, data and information located in various city, county and state offices and other sources affecting the area shown and it is to be used for reference purposes only. The City of Oshkosh is not responsible for any inaccuracies herein contained. If discrepancies are found, please contact the City of Oshkosh. 2023 ProposedSoil BoringsArthur Avenue Ü08040Feet Legend >400 W Lot Borings 400W Parking Lot Project Area Created by Eric Shew DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Sample Agreement Form_6-29-22.docx Page 1 of 8 AGREEMENT This AGREEMENT, made on the _____ day of ________________, 2022, by and between the CITY OF OSHKOSH, party of the first part, hereinafter referred to as CITY, and CONSULTANT’S NAME, address , party of the second part, hereinafter referred to as the CONSULTANT, WITNESSETH: The CITY and the CONSULTANT, for the consideration hereinafter named, enter into the following AGREEMENT for SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVLUATION FOR 2023 CAPITAL IMPROVEMENT PROJECTS (PROJECT). ARTICLE I. PROJECT MANAGER A. Assignment of Project Manager. The CONSULTANT shall assign the following individual to manage the PROJECT described in this AGREEMENT: Name – Title B. Changes in Project Manager. The CITY shall have the right to approve or disapprove of any proposed change from the individual named above as Project Manager. The CITY shall be provided with a resume or other information for any proposed substitute and shall be given the opportunity to interview that person prior to any proposed change. ARTICLE II. CITY REPRESENTATIVE The CITY shall assign the following individual to manage the PROJECT described in this AGREEMENT: Mike Blank – Construction Management Supervisor DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Sample Agreement Form_6-29-22.docx Page 2 of 8 ARTICLE III. SCOPE OF WORK The CONSULTANT shall provide the services described in the CITY’S Request for Proposal. The CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect CONSULTANT's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT. Services included in the Miscellaneous Projects section of the CITY’s Proposal Cost Breakdown will be detailed further within individual Project Authorizations. A sample Project Authorization form is attached to this AGREEMENT. All reports, drawings, specifications, computer files, field data, notes, and other documents and instruments prepared by the CONSULTANT as instruments of service shall become property of the CITY upon payment for those documents by the CITY to the CONSULTANT, and shall remain the property of the CITY. ARTICLE IV. STANDARD OF CARE The standard of care applicable to CONSULTANT's services will be the degree of skill and diligence normally employed by professional consultants or consultants performing the same or similar services at the time said services are performed. CONSULTANT will re-perform any services not meeting this standard without additional compensation. ARTICLE V. OPINIONS OF COST, FINANCIAL CONSIDERATIONS, AND SCHEDULES In providing opinions of cost, financial analyses, economic feasibility projections, and schedules for the PROJECT, CONSULTANT has no control over cost or price of labor and materials; unknown or latent conditions of existing equipment or structures that may affect operation or maintenance costs; competitive bidding procedures and market conditions; time or quality of performance by operating personnel or third parties; and other economic and operational factors that may materially affect the ultimate project cost or schedule. Therefore, it is understood between the parties the CONSULTANT makes no warranty the CITY's actual project costs, financial aspects, economic feasibility, or schedules will not vary from CONSULTANT's opinions, analyses, projections, or estimates. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Sample Agreement Form_6-29-22.docx Page 3 of 8 ARTICLE VI. RECORD DRAWINGS Record drawings, if required, will be prepared, in part, on the basis of information compiled and furnished by others. CONSULTANT is not responsible for any errors or omissions in the information from others the CONSULTANT reasonably relied upon and are incorporated into the record drawings. ARTICLE VII. CITY RESPONSIBILITIES The CITY shall furnish, at the CONSULTANT’s request, such information as is needed by the CONSULTANT to aid in the progress of the PROJECT, providing it is reasonably obtainable from City records. To prevent any unreasonable delay in the CONSULTANT’s work, the CITY will examine all reports and other documents and will make any authorizations necessary to proceed with work within a reasonable time period. ARTICLE VIII. ASBESTOS OR HAZARDOUS SUBSTANCES If asbestos or hazardous substances in any form are encountered or suspected, CONSULTANT will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. If asbestos is suspected, CONSULTANT will, if mutually agreed, manage the asbestos remediation activities using a qualified subcontractor at an additional fee and contract terms to be negotiated. If hazardous substances other than asbestos are suspected, CONSULTANT will, if mutually agreed, conduct tests in an effort to determine the extent of the problem and will perform the necessary studies and recommend the necessary remedial measures at an additional fee and contract terms to be negotiated. The CITY recognizes CONSULTANT assumes no risk and/or liability for a waste or hazardous waste site originated by other than the CONSULTANT. ARTICLE IX. CITY’S INSURANCE The CITY will maintain property insurance on all pre-existing physical facilities associated in any way with the PROJECT. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Sample Agreement Form_6-29-22.docx Page 4 of 8 The CITY will provide (or have the construction contractor(s) provide) a Builders Risk All Risk insurance policy for the full replacement value of all project work including the value of all onsite CITY-furnished equipment and/or materials associated with CONSULTANT's services. Upon request, the CITY will provide CONSULTANT a copy of such policy. ARTICLE X. TIME OF COMPLETION The work to be performed under this AGREEMENT shall be commenced and the work completed within the time limits as agreed upon in the CITY’s Request for Proposal. The CONSULTANT shall perform the services under this AGREEMENT with reasonable diligence and expediency consistent with sound professional practices. The CITY agrees the CONSULTANT is not responsible for damages arising directly or indirectly from any delays for causes beyond the CONSULTANT’s control. For the purposes of this AGREEMENT, such causes include, but are not limited to, strikes or other labor disputes, severe weather disruptions or other natural disasters, failure of performance by the CITY, or discovery of any hazardous substances or differing site conditions. If the delays resulting from any such causes increase the time required by the CONSULTANT to perform its services in an orderly and efficient manner, the CONSULTANT shall be entitled to an equitable adjustment in schedule. While CONSULTANT has made reasonable efforts to incorporate into their plan for the PROJECT any known current project impacts of the COVID-19 pandemic, CONSULTANT has not accounted for, and is not responsible for, unknown future changes due to the COVID-19 pandemic, including, without limitation, additional restrictions by government agencies or others (such as the availability of the site for access or the availability of CITY or CONSULTANT staff or others) to the extent they delay or otherwise impact the PROJECT. In that event, CONSULTANT will notify CITY and work in good faith to equitably address any unexpected impacts therefrom. ARTICLE XI. COMPONENT PARTS OF THE AGREEMENT This AGREEMENT consists of the following component parts, all of which are as fully a part of this AGREEMENT as if herein set out verbatim, or if not attached, as if hereto attached: 1. This Instrument 2. CITY’s Request for Proposal dated _____________ and attached hereto 3. CONSULTANT’s Proposal dated ____________ and attached hereto DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Sample Agreement Form_6-29-22.docx Page 5 of 8 4. Individual Project Authorization Forms. In the event any provision in any of the above component parts of this AGREEMENT conflicts with any provision in any other of the component parts, the provision in the component part first enumerated above shall govern over any other component part which follows it numerically except as may be otherwise specifically stated. ARTICLE XII. PAYMENT A. The Agreement Sum. The CITY shall pay to the CONSULTANT for the performance of the AGREEMENT the total sum as set forth below, adjusted by any changes hereafter mutually agreed upon in writing by the parties hereto:  Time and Materials Not to Exceed $_________ (__________________________________________ Dollars).  Attached fee schedule(s) shall be firm for the duration of this AGREEMENT. B. Method of Payment. The CONSULTANT shall submit itemized monthly statements for services. The CITY shall pay the CONSULTANT within thirty (30) calendar days after receipt of such statement. If any statement amount is disputed, the CITY may withhold payment of such amount and shall provide to CONSULTANT a statement as to the reason(s) for withholding payment. C. Additional Costs. Costs for additional services shall be negotiated and set forth in a written amendment to this AGREEMENT executed by both parties prior to proceeding with the work covered under the subject amendment. D. Indirect Costs. Indirect costs such as computer time, printing, copying, cell phone charges, telephone charges, and equipment rental shall be considered overhead and shall not be invoiced separately to the PROJECT. E. Expenses. Expenses may be billed with up to a maximum of ten percent (10%) mark-up. All invoices with expenses shall include supporting documentation of the expense. Failure to include the supporting documentation will result in the reduction of payments by the amount of those expense(s) not including documentation. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Sample Agreement Form_6-29-22.docx Page 6 of 8 ARTICLE XIII. STANDARD PROVISIONS The CONSULTANT agrees that, in all hiring or employment made possible by or resulting from this AGREEMENT, there will not be any discrimination against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. ARTICLE XIV. HOLD HARMLESS The CONSULTANT covenants and agrees to protect and hold the City of Oshkosh harmless against all actions, claims, and demands to the proportionate extent caused by or resulting from the intentionally wrongful or negligent acts of the CONSULTANT, their agents or assigns, their employees, or their subcontractors related to the performance of this AGREEMENT or be caused or result from any violation of any law or administrative regulation, and shall indemnify the CITY for all sums including court costs, attorney fees, and damages of any kind which the CITY may be obliged or adjudged to pay on any such claims or demands upon the CITY’s written demand for indemnification or refund for those actions, claim, and demands caused by or resulting from intentional or negligent acts as specified in this Paragraph. Subject to any limitations contained in Sec. 893.80 and any similar statute of the Wisconsin Statutes, the CITY further agrees to hold CONSULTANT harmless from any and all liability, including claims, demands, losses, costs, damages, and expenses of every kind and description (including death), or damages to person or property arising out of re-use of the documents without consent where such liability is founded upon or grows out of the acts or omission of any of the officers, employees, or agents of the City of Oshkosh while acting within the scope of their employment. ARTICLE XV. INSURANCE The CONSULTANT agrees to abide by the attached City of Oshkosh Insurance Requirements. ARTICLE XVI. TERMINATION A. For Cause. If the CONSULTANT shall fail to fulfill in timely and proper manner any of the obligations under this AGREEMENT, the CITY shall have the right to terminate this AGREEMENT by written notice to the CONSULTANT. In this event, the CONSULTANT shall be entitled to compensation for any satisfactory, usable work completed. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Sample Agreement Form_6-29-22.docx Page 7 of 8 B. For Convenience. The CITY may terminate this AGREEMENT at any time by giving written notice to the CONSULTANT no later than ten (10) calendar days before the termination date. If the CITY terminates under this Paragraph, then the CONSULTANT shall be entitled to compensation for any satisfactory work performed to the date of termination. This document and any specified attachments contain all terms and conditions of the AGREEMENT and any alteration thereto shall be invalid unless made in writing, signed by both parties and incorporated as an amendment to this AGREEMENT. ARTICLE XVII. RE-USE OF PROJECT DOCUMENTS All reports, drawings, specifications, documents, and other deliverables of CONSULTANT, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Subject to individual review, CONSULTANT’S reports, drawings, specifications, documents, or other deliverables will generally be considered public records that are available to the public upon request. Neither the CITY nor the CONSULTANT, therefore, has control of these documents once they are disclosed as a public record. It is understood between these two (2) parties, however, that CONSULTANT does not intend to state or imply that the PROJECT documents it creates have any purpose unrelated to the PROJECT. To the extent the CITY may re-use or reference any part of the CONSULTANT’S documents or information on unrelated projects, the CITY agrees to independently verify their applicability for unrelated projects and further agrees the Standard of Care applicable to the documents for this PROJECT will not apply to their re-use or reference in unrelated projects. ARTICLE XVIII. SUSPENSION, DELAY, OR INTERRUPTION OF WORK The CITY may suspend, delay, or interrupt the services of CONSULTANT for the convenience of the CITY. In such event, CONSULTANT's agreement price and schedule shall be equitably adjusted. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Sample Agreement Form_6-29-22.docx Page 8 of 8 ARTICLE XIX. NO THIRD-PARTY BENEFICIARIES This AGREEMENT gives no rights or benefits to anyone other than the CITY and CONSULTANT and has no third-party beneficiaries. In the Presence of: CONSULTANT ____________________________ By: _____________________________ ____________________________ (Seal of CONSULTANT _____________________________ if a Corporation) (Specify Title) By: _____________________________ _____________________________ (Specify Title) CITY OF OSHKOSH _____________________________ By: _____________________________ (Witness) Mark A. Rohloff, City Manager _____________________________ And: _____________________________ (Witness) Jessi L. Balcom, City Clerk APPROVED: I hereby certify that the necessary provisions have been made to pay the liability which will accrue under this AGREEMENT. _____________________________ City Attorney ___________________________________ City Comptroller DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\Sample Proj Auth_6-29-22.docx Page 1 of 1 PROJECT AUTHORIZATION NUMBER ______ ("Task Order") Owner: City of Oshkosh Department Public Works Authorized Office: 215 Church Avenue, P.O. Box 1130, Oshkosh, Wisconsin 54903-1130 Owner-Authorized Representative: Mike Blank, Construction Management Supervisor Contract: 2023 CIP Subsurface Exploration and Geotechnical Engineering Evaluation City of Oshkosh Contract Number: __________ Consultant’s Project Number: ________ The authorizing office requires performance of the following described Services: Form of Compensation: Unit Rate Not-to-Exceed: $___________________ Additional Terms and Conditions: None Authorized Services shall be performed in accordance with the terms and provisions of the agreement between Consultant and the City of Oshkosh dated _____________. This Project Authorization shall be effective only upon date of signature of an authorized representative of the City of Oshkosh. CONSULTANT Signature: Name: _____________________________ Title: Date: CITY OF OSHKOSH Signature: Name: __Mike Blank_________________ Title: Construction Management______ Supervisor ____________ Date: DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA 4/14/14 III - 1 CITY OF OSHKOSH INSURANCE REQUIREMENTS III. PROFESSIONAL SERVICES LIABILITY INSURANCE REQUIREMENTS The Contractor shall not commence work on contract until proof of insurance required has been provided to the applicable City department before the contract or purchase order is considered for approval by the City. It is hereby agreed and understood that the insurance required by the City of Oshkosh is primary coverage and that any insurance or self insurance maintained by the City of Oshkosh, its officers, council members, agents, employees or authorized volunteers will not contribute to a loss. All insurance shall be in full force prior to commencing work and remain in force until the entire job is completed and the length of time that is specified, if any, in the contract or listed below whichever is longer. 1. PROFESSIONAL LIABILITY A. Limits (1) $1,000,000 each claim (2) $1,000,000 annual aggregate B. Must continue coverage for 2 years after final acceptance for service/job 2. GENERAL LIABILITY COVERAGE A. Commercial General Liability (1) $1,000,000 each occurrence limit (2) $1,000,000 personal liability and advertising injury (3) $2,000,000 general aggregate (4) $2,000,000 products – completed operations aggregate B. Claims made form of coverage is not acceptable. C. Insurance must include: (1) Premises and Operations Liability (2) Contractual Liability (3) Personal Injury (4) Explosion, collapse and underground coverage (5) Products/Completed Operations must be carried for 2 years after acceptance of completed work (6) The general aggregate must apply separately to this project/location 3. BUSINESS AUTOMOBILE COVERAGE– If this exposure shall exist: A. $1,000,000 combined single limit for Bodily Injury and Property Damage each accident B. Must cover liability for Symbol #1 - “Any Auto” – including Owned, Non-Owned and Hired Automobile Liability. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA 4/14/14 III - 2 4. WORKERS COMPENSATION AND EMPLOYERS LIABILITY – “If” required by Wisconsin State Statute or any Workers Compensation Statutes of a different state. A. Must carry coverage for Statutory Workers Compensation and an Employers Liability limit of: (1) $100,000 Each Accident (2) $500,000 Disease Policy Limit (3) $100,000 Disease – Each Employee 5. UMBRELLA LIABILITY - If exposure exists, provide coverage at least as broad as the underlying Commercial General Liability, Watercraft Liability (if required), Automobile Liability and Employers Liability, with a minimum limit of $2,000,000 each occurrence and $2,000,000 aggregate, and a maximum self-insured retention of $10,000. 6. ADDITIONAL PROVISIONS A. Acceptability of Insurers - Insurance is to be placed with insurers who have an A.M. Best rating of no less than A- and a Financial Size Category of no less than Class VI, and who are authorized as an admitted insurance company in the state of Wisconsin. B. Additional Insured Requirements – The following must be named as additional insureds on all Liability Policies for liability arising out of project work - City of Oshkosh, and its officers, council members, agents, employees and authorized volunteers. On the Commercial General Liability Policy, the additional insured coverage must be ISO form CG 20 10 07 04 or its equivalent and also include Products – Completed Operations ISO form CG 20 37 07 04 or its equivalent for a minimum of 2 years after acceptance of work. This does not apply to Professional Liability, Workers Compensation and Employers Liability. C. Certificates of Insurance acceptable to the City of Oshkosh shall be submitted prior to commencement of the work to the applicable City department. These certificates shall contain a provision that coverage afforded under the policies will not be canceled or non renewed until at least 30 days’ prior written notice has been given to the City Clerk – City of Oshkosh. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE (A/C. No. Ext): FAX (A/C. No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: ABC Insurance Company NAIC # INSURED INSURER B: XYZ Insurance Company NAIC # INSURER C: LMN Insurance Company NAIC # INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE AMY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYY) POLICY EXP (MM/DD/YYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES (Ea occurrence) $ 50,000 A CLAIMS-MADE OCCUR MED EXP (Any one person) $ 5,000 ISO FORM CG 20 37 OR EQUIVALENT PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN’L AGGREGATE LIMIT APPLIES PER: PRODUCTS – COMP/OP AGG $ 2,000,000 POLICY PRO- JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 ANY AUTO BODILY INJURY (Per person) $ B ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON-OWNED AUTOS PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION $10,000 $ C WORKERS COMPENSATION AND EMPLOYERS’ LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICE/MEMBER EXCLUDED? Y / N (Mandatory in NH) N If yes, describe under DESCRIPTION OF OPERATIONS below WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE – EA EMPLOYEE $ 100,000 E.L. DISEASE – POLICY LIMIT $ 500,000 A PROFESSIONAL LIABILITY $1,000,000 EACH CLAIM $1,000,000 ANNUAL AGGREGATE DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Additional Insureds per attached endorsements. Certificates of Insurance acceptable to the City of Oshkosh shall be submitted prior to commencement of the work to the applicable City department. These certificates shall contain a provision that coverage afforded under the policies will not be canceled or non renewed until at least 30 days’ prior written notice has been given to the City Clerk – City of Oshkosh. CERTIFICATE HOLDER CANCELLATION City of Oshkosh, Attn: City Clerk 215 Church Avenue PO Box 1130 Oshkosh, WI 54903-1130 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE, THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Insurer(s) must have a minimum A.M. Best rating of A- and a Financial Performance Rating of VI or better. Policy effective and expiration date. Policy effective and expiration date. Policy effective and expiration date. Policy effective and expiration date. General Liability Policy Number Auto Liability Policy Number Professional Liability Policy Number Workers Compensation Policy Number Insurance Agent’s contact information. Insurance Agency contact information, including street address and PO Box if applicable. Insured’s contact information, including name, address and phone number. Insurance Standard III SAMPLE CERTIFICATE Please indicate somewhere on this certificate, the contract or project # this certificate is for. Umbrella Liability Policy Number Policy effective and expiration date. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 10 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED – OWNERS, LESSEES OR CONTRACTORS – SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location(s) Of Covered Operations As required by contract Any and all job sites Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II – Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for “bodily injury”, “property damage” or “personal and advertising injury” caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; In the performance of your ongoing operations for the additional insured(s) at the location(s) design- nated above. B. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to “bodily injury” or “property damage” occurring after: 1. All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of “your work” out of which the injury or damage arises has been put to its in- tended use by any person or organization other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 Insurance Standard III SAMPLE CERTIFICATE Please indicate somewhere on this certificate, the contract or project # this certificate is for. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED – OWNERS, LESSEES OR CONTRACTORS – COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Operations As required by contract Any and all job sites Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section II – Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for “bodily injury”, “property dam- age” caused, in whole or in part, by “your work” at the location designated and described in the sched- ule of this endorsement performed for that additional insured and included in the “products-completed operations hazard”. CG 20 37 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 Policy # Insurance Standard III SAMPLE CERTIFICATE Please indicate somewhere on this certificate, the contract or project # this certificate is for. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA 12/20/18 IV - 1 CITY OF OSHKOSH INSURANCE REQUIREMENTS IV. POLLUTION EXPOSURES LIABILITY INSURANCE REQUIREMENTS (If exposure exists, this coverage is in addition to and combined with Insurance Standards I or II) The Contractor shall not commence work on contract until proof of insurance required has been provided to the applicable City department before the contract or purchase order is considered for approval by the City. It is hereby agreed and understood that the insurance required by the City of Oshkosh is primary coverage and that any insurance or self insurance maintained by the City of Oshkosh, its officers, council members, agents, employees or authorized volunteers will not contribute to a loss. All insurance shall be in full force prior to commencing work and shall remain in force until the entire job is completed and the length of time that is specified, if any, in the contract or listed below, whichever is longer. 1. CONTRACTORS POLLUTION LIABILITY A. Definition of “Covered Operations” in the policy must include the type of work being done for the City of Oshkosh. B. Limits of Liability: $1,000,000 Each loss for Bodily Injury, Property Damage, Environmental Damage $1,000,000 Aggregate for Bodily Injury, Property Damage, Environmental Damage (Environmental Damage includes Pollution and Clean-up costs) C. Deductible must be paid by Contractor D. If Subcontractors are used in the work, then this policy must also cover the Subcontractors 2. MOTOR VEHICLE / AUTOMOBILE POLLUTION LIABILITY – required “if” the exposure exists A. Definition of “Covered Operations” in the policy must include the type of work being done for the City of Oshkosh B. Limits of Liability: $1,000,000 Each loss for Bodily Injury, Property Damage, Environmental Damage $1,000,000 Aggregate for Bodily Injury, Property Damage, Environmental Damage (Environmental Damage includes Pollution and Clean-up costs) C. Deductible must be paid by Contractor DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA 12/20/18 IV - 2 D. If Subcontractors are used in the work, then this policy must also cover the Subcontractors E. Must cover Motor Vehicle loading and unloading (Please show on Certificate of Insurance) 3. ADDITIONAL PROVISIONS A. Acceptability of Insurers - Insurance is to be placed with insurers who have an A.M. Best rating of no less than A- and a Financial Size Category of no less than Class VI. B. Additional Insured Requirements – The following must be named as additional insureds on the Contractor’s Pollution and (if exposure exists) Automobile Pollution Liability coverage for liability arising out of project work…City of Oshkosh, and its officers, council members, agents, employees and authorized volunteers. C. Certificates of Insurance acceptable to the City of Oshkosh shall be submitted prior to commencement of the work to the applicable City department. These certificates shall contain a provision that coverage afforded under the policies will not be canceled or non renewed until at least 30 days’ prior written notice has been given to the City Clerk – City of Oshkosh. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\RFP Q&A_7-15- 22.docx Page 1 of 2 City of Oshkosh Subsurface Exploration and Geotechnical Engineering Evaluation for 2023 Capital Improvement Projects RFP Questions and Answers Listed below are the Questions (Q) received and the Answers (A) provided to consultants: Q The RFP indicated a total of 96 borings. The boring exhibit shows a total boring of 94. Could you please confirm. A It is a total of 94 borings. Q The RFP asks for geotechnical sampling with 1.5’ split-spoon samples, spaced 1’ (vertically) apart. Soil information in the top 10’ is the most significant, and we will obtain split-spoon samples at 1’ intervals. However, at depths deeper than 10’, we recommend sampling intervals of 3.5’ for the most-cost-effective approach. Please let us know if this approach would be acceptable. A We understand this may be more economical, but the City will lean on our past practices and continue with 1.5’ split spoon samples. Q Are the samples needed to be shipped to the environmental service consultant, or they are planned to coordinate onsite. A The environmental consultant will be onsite. Q Just wanted to clarify the standard sampling intervals. Please see below. All the samples are 1.5’ Split Spoon. For the 10 ft, intervals are 1 ft. Below 10 feet, our standard practice is 3.5 ft intervals. We can also do 1 ft intervals sampling between 10-25 feet, but that will cost more. Please advise which way you want us to proceed. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\2023 Sub Inv\RFP\RFP Q&A_7-15- 22.docx Page 2 of 2 A The City has, in the past, maintained a 1’ vertical gap between samples. Yes, the top 10’ are important, but for utility installation and the City’s general history with environmental concerns, this is our preferred practice. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA PSI Proposal No.: 0094-378510 2023 Capital Improvement Projects July 18, 2022 www.intertek.com/building Professional Service Industries, Inc. 3009 Vandenbroek Road Kaukauna, Wisconsin 54130 Phone: (920)-735-1200 Mr. Michael Blank City of Oshkosh Department of Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 Re: Geotechnical Engineering Services Proposal City of Oshkosh 2023 Capital Improvement Projects PSI Proposal No.: PO-0094-351635 Dear Mr. Blank, Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit this proposal to provide geotechnical engineering services for the City of Oshkosh 2023 Capital Improvement Projects. Additional background information is included to provide you with a general overview of our company, as well as demonstrate that PSI has the equipment, experience, and personnel resources to provide quality subsurface exploration and geotechnical engineering services for your 2023 Capital Improvement Projects. We appreciate the opportunity to offer our services. Please call at any time if we can be of assistance. Sincerely yours, PROFESSIONAL SERVICE INDUSTRIES, INC. Patrick Bray, E.I.T. James M. Becco, P.E. Branch Manager Vice President DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA PSI Proposal No.: 0094-378510 2023 Capital Improvement Projects July 18, 2022 www.intertek.com/building SUBJECT: Proposal for Subsurface Exploration and Geotechnical Engineering Services 2023 Capital Improvement Projects City of Oshkosh, Wisconsin PSI Proposal No. PO-0094-378510 STATEMENT OF INTEREST Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit this proposal to provide Subsurface Exploration and Geotechnical Engineering Services for the 2023 Capital Improvement Projects in the City of Oshkosh. Professional Service Industries is a privately held corporation that was incorporated in Delaware on June 26, 1972. PSI acquired Midwest Engineering Services, Inc., a Wisconsin corporation, in a stock transaction on March 31, 2014. All Midwest Engineering personnel were retained after the purchase. Within Wisconsin, PSI has four (4) offices located in Waukesha, Ripon, Kaukauna, and Chippewa Falls. PSI is well-poised geographically to efficiently provide the subsurface exploration and geotechnical engineering services for the City of Oshkosh from this network of branch offices. PSI has the necessary experience, personnel, and equipment resources to complete assignments in a professional manner on a timely basis, at a reasonable cost. We have performed geotechnical services for numerous private development and public works projects throughout Wisconsin, including for the City of Oshkosh 2021 Capital Improvement Projects. The requested workscope will be performed by our Kaukauna branch office. Additional company and personnel information is provided in the Statement of Qualifications in Appendix B. Based on the information provided in your June 29, 2022, Request for Proposal (RFP), a brief description of our understanding of the projects and a discussion of the scope of services to be provided are included in the following paragraphs. PROJECT AND SERVICES OVERVIEW It is understood the proposed 2023 Capital Improvement Projects will consist of utility and pavement construction along portions of Coolidge Avenue, West Lincoln Avenue, McKinely Street, Arthru Avenue, Tyler Avenue, Bauman Street, Lake Butte Des Morts Drive, Oak Street, Beech Street, Hollister Avenue, Clarks Court, Lakeshore Park Trail, Parking Lot Improvements, Miscellaneous Additional Projects and Environmental Only Drilling. A total of 94 soil DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA Proposal for Subsurface Exploration and Geotechnical Engineering Services 2023 Capital Improvement Projects PSI Proposal No.: PO-0094-378510 July 18, 2022 Page 2 www.intertek.com/building borings extending to depths ranging from about 10 to 25 feet (1,610 lineal feet) have been requested to provide subsurface information for design of these projects. Based on a site reconnaissance, it is anticipated that traffic control consisting of flagging personnel will be required in some locations. The work scope is divided into sixteen (16) contracts. The requested work scope and services to be provided by contract are documented in Scope of Services section of the RFP, provided in Appendix A. Preliminary meetings for boring layout will be coordinated with utility locators and City of Oshkosh personnel to determine the specific soil boring locations. PSI will coordinate planned drilling schedules with City of Oshkosh personnel, for traffic control and environmental issues, as required. As requested, 94 soils borings will be drilled to depths ranging from 10 to 25 feet (1,610 lineal feet), or to auger penetration refusal depths, will be performed. Drilling without sampling and rock coring at offset locations may be necessary to confirm refusal depths and the presence of bedrock. It is understood the sites are accessible with a standard truck-mounted drill rig. The subsurface exploration will be performed with a truck- mounted drill rig or an all-terrain (ATV) mounted rig drill rig, utilizing continuous flight hollow stem auger to advance the test holes. Soil samples will be secured by the Standard Penetration Test method at 2.5-ft. intervals throughout the borings. Laboratory visual classification and other testing, as applicable, will be performed to determine the behavioral characteristics of the subsurface materials encountered. Following the completion of drilling activities and groundwater observations, the boreholes will be backfilled with bentonite chips and the surface pavements patched with asphalt, as needed. The field work will be performed in general accordance with the RFP Scope of Services Requirements, which are included in Appendix A. The results of the subsurface exploration and laboratory testing will be utilized in an engineering evaluation and presented in written reports for each contract, summarizing the soil and groundwater conditions encountered, and provide engineering evaluation in general accordance with the RFP Scope of Services requirements. COST ESTIMATE PSI proposes to perform these services in accordance with the RPF-Proposal Cost Breakdown and PSI’s Standard Fee Schedule, both of which are enclosed in Appendix A. A summary of the anticipated cost for the outlined services is the sum of the individual contract totals. An additional cost is included for steam cleaning, rock coring, drilling without sampling, miscellaneous additional projects, and environmental only drilling, if required. The sum for the requested services will be on the order of $54,224.50. Final compensation will depend upon the actual number and depth of borings drilled and laboratory tests performed. Where an alteration to the workscope may be warranted, or additional services are needed, prior authorization from the client DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA Proposal for Subsurface Exploration and Geotechnical Engineering Services 2023 Capital Improvement Projects PSI Proposal No.: PO-0094-378510 July 18, 2022 Page 3 www.intertek.com/building will be obtained, and any additional work will be charged at the unit rates shown on the accompanying Standard Fee Schedule. AUTHORIZATION PSI will proceed with the work on the basis of written approval. Please provide formal acceptance by having an appropriate party sign in the space below. The return of only the signature page will indicate acceptance of the entire proposal document, including Appendix A and Appendix B. Should you have any questions regarding this proposal, or if we could be of any other assistance, please call at any time. We are looking forward to working with you on this project. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Patrick Bray, E.I.T. James M. Becco, P.E. Branch Manager Vice President Accepted by: City of Oshkosh Name: Signature: Title: Date: Appendix A: Request for Proposal Information Standard Fee Schedule Insurance Certificate Appendix B: Statement of Qualifications DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA APPENDIX A A Request for Proposal Information Standard Fee Schedule Insurance Certificate DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA  DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ˜ŸŽ›ȱŽŽ›œȧ ȱ˜ŸŽ›ȱ ›ȏŜȬŘşȬŘŘǯ˜Œ¡ȱ ȱ ŠŽȱŗȱ˜ȱŘȱ  &LW\+DOO&KXUFK$YHQXH32%R[2VKNRVK:,KWWSZZZFLRVKNRVKZLXV ž—ŽȱŘşǰȱŘŖŘŘȱ ȱ Š›’Œ”ȱ›Š¢ȱ ›˜Žœœ’˜—Š•ȱŽ›Ÿ’ŒŽœȱ —žœ›’Žœǰȱ —Œǯȱ ŗŗŘśȱŽœȱžŒ”Š Š¢ȱŠ—Žǰȱž’Žȱȱ Ž—Šœ‘Šǰȱ ȱȱśŚşśŘȱ ȬŠ’•DZȱȱ™Š›’Œ”ǯ‹›Š¢ȓ™œ’žœŠǯŒ˜–ȱ ȱ DZȱ ŽšžŽœȱ˜›ȱ›˜™˜œŠ•œȱ˜›ȱž‹œž›ŠŒŽȱ¡™•˜›Š’˜—ȱŠ—ȱ Ž˜ŽŒ‘—’ŒŠ•ȱ—’—ŽŽ›’—ȱŸŠ•žŠ’˜—ȱ ˜›ȱŘŖŘřȱŠ™’Š•ȱ –™›˜ŸŽ–Ž—ȱ›˜“ŽŒœȱ ȱ ŽŠ›ȱŠ›’Œ”DZȱ ȱ ‘Žȱ ’¢ȱ ˜ȱ œ‘”˜œ‘ȱ ’œȱ ‘Ž›Ž‹¢ȱ ›ŽšžŽœ’—ȱ ™›˜™˜œŠ•œȱ ‹Žȱ œž‹–’Žȱ ˜›ȱ ž‹œž›ŠŒŽȱ ¡™•˜›Š’˜—ȱ Š—ȱ Ž˜ŽŒ‘—’ŒŠ•ȱ—’—ŽŽ›’—ȱœŽ›Ÿ’ŒŽœȱ›Ž•ŠŽȱ˜ȱ‘Žȱ’¢ȂœȱŘŖŘřȱŠ™’Š•ȱ –™›˜ŸŽ–Ž—ȱ™›˜“ŽŒœǯȱ ȱȱȱȱȱȱ ‘Žȱ™ž›™˜œŽȱ˜ȱ‘’œȱŽ¡™•˜›Š’˜—ȱ™›˜›Š–ȱ’œȱ˜ȱ’Ž—’¢ȱ‘Žȱœ˜’•ȱŠ—ȱ›˜ž— ŠŽ›ȱŒ˜—’’˜—œȱ ’‘’—ȱ‘Žȱ Ž™‘œȱ˜ȱ‘Žȱ™›˜“ŽŒȱŽ¡ŒŠŸŠ’˜—œǯȱȱ‘Žȱ›Ž™˜›œȱŠ›Žȱ˜ȱ™›˜Ÿ’ŽȱŠȱœž––Š›’£Š’˜—ȱ˜ȱ™ŠŸŽ–Ž—ȱŠ—ȱ‹ŠœŽȱ Œ˜Š›œŽȱ‘’Œ”—ŽœœŽœDzȱœ˜’•ȱ¢™ŽȱŸŽ›’’ŒŠ’˜—Dzȱ‹Ž›˜Œ”ȱŽ™‘ǰȱ’ȱŽ—Œ˜ž—Ž›ŽDzȱŠ—ȱ›˜ž— ŠŽ›ȱ•ŽŸŽ•œǯȱȱ —ȱ Š’’˜—ǰȱ’Ž•ȱœŒ›ŽŽ—’—ȱ˜ȱ‘Žȱœ˜’•ȱœŠ–™•Žœȱ’œȱ˜ȱ‹ŽȱŒ˜–™•ŽŽȱ˜ȱ’Ž—’¢ȱ™˜Ž—’Š•ȱŽ—Ÿ’›˜—–Ž—Š••¢Ȭ ’–™ŠŒŽȱœ˜’•ǯȱȱȱȱ ȱ ‘Žȱ™›˜™˜œŠ•ȱœ‘Š••ȱ’—Œ•žŽǰȱŠȱŠȱ–’—’–ž–DZȱȱ›Ž•ŠŽȱ™›˜“ŽŒȱŽ¡™Ž›’Ž—ŒŽǰȱ ™•Š——Žȱ ™›˜“ŽŒȱ ŽŠ–ȱ Š—ȱ ›Žœž–ŽœǰȱŽ—’—ŽŽ›’—ȱŽŽȱœŒ‘Žž•ŽǰȱŠ—ȱŠȱ‹›ŽŠ”˜ —ȱ˜ȱŒ˜œœǰȱŠœȱ›ŽšžŽœŽȱ’—ȱ‘ŽȱŽ—Œ•˜œŽȱ Œ˜™Žȱ˜ȱ Ž›Ÿ’ŒŽœǯȱȱ‘’œȱŠ›ŽŽ–Ž—ȱ ’••ȱ‘ŠŸŽȱ‘’›ŽŽ—ȱǻŗřǼȱœŽ™Š›ŠŽȱŽ•’ŸŽ›Š‹•ŽœǰȱŽŠŒ‘ȱ ’‘ȱž—’šžŽȱžŽȱŠŽœȱ‘Šȱ Š›ŽȱŠ•œ˜ȱ•’œŽȱ’—ȱ‘ŽȱŒ˜™Žȱ˜ȱŽ›Ÿ’ŒŽœǯȱȱ‘Žȱ™›˜™˜œŠ•œȱ ’••ȱ‹Žȱ›ŽŸ’Ž Žȱ˜›ȱŒ˜–™•ŽŽ—ŽœœȱŠ—ȱ‘˜ ȱ Ž••ȱ’ȱ ’œȱŽ–˜—œ›ŠŽȱ‘Žȱ—ŽŽœȱ˜ȱ‘Žȱ’¢ȱ˜ȱœ‘”˜œ‘ȱŒŠ—ȱ‹Žȱ–Žǯȱȱ‘ŽȱŠ Š›ȱ˜ȱ‘’œȱ ˜›”ȱ ’••ȱ—˜ȱ‹Žȱ‹ŠœŽȱ œ˜•Ž•¢ȱ˜—ȱŒ˜œȱ˜ȱ‘Žȱ™›˜™˜œŠ•ǯȱ ȱ žŽœ’˜—œȱ›ŽŠ›’—ȱ‘’œȱŽšžŽœȱ˜›ȱ›˜™˜œŠ•œȱœ‘Š••ȱ‹ŽȱŽ–Š’•Žȱ˜ȱ–ŽȱŠȱ–‹•Š—”ȓŒ’ǯ˜œ‘”˜œ‘ǯ ’ǯžœȱ ǻ ’‘ȱ‘Žȱœž‹“ŽŒȱ‘ŽŠ’—ȱ˜ȱȃŘŖŘřȱž‹œž›ŠŒŽȱ¡™•˜›Š’˜—ȱŠ—ȱ Ž˜ŽŒ‘—’ŒŠ•ȱ—’—ŽŽ›’—ȱŸŠ•žŠ’˜—ȱ ȱžŽœ’˜—œȄǼȱ‹¢ȱŗŘDZŖŖȱ—˜˜—ȱ˜—ȱ‘ž›œŠ¢ǰȱ ž•¢ȱŗŚǰȱŘŖŘŘǯȱȱ‘ŽȱšžŽœ’˜—œȱŠ—ȱŠ™™›˜™›’ŠŽȱ›Žœ™˜—œŽœȱ  ’••ȱ‹Žȱ’œ›’‹žŽȱ˜ȱŠ••ȱ™Š›’Žœȱ›ŽŒŽ’Ÿ’—ȱ‘’œȱŽšžŽœȱ˜›ȱ›˜™˜œŠ•œȱ‹¢ȱŗŘDZŖŖȱ—˜˜—ȱ˜—ȱ›’Š¢ǰȱ ž•¢ȱŗśǰȱ ŘŖŘŘǯȱȱ•ŽŠœŽȱœž‹–’ȱ˜—ŽȱǻŗǼȱ‘Š›ȱŒ˜™¢ȱŠ—ȱ˜—ŽȱǻŗǼȱ™ȱŒ˜™¢ȱ˜ȱ‘Žȱ™›˜™˜œŠ•ȱ˜ȱ›ŠŒ¢ȱŠ¢•˜›ȱ—˜ȱ•ŠŽ›ȱ ‘Š—ȱ—˜˜—ȱ˜—ȱžŽœŠ¢ǰȱ ž•¢ȱŗşǰȱŘŖŘŘǯȱȱ ȱ’œȱŠ—’Œ’™ŠŽȱ‘ŽȱŠ Š›ȱ˜ȱ‘’œȱŠ›ŽŽ–Ž—ȱ ’••ȱ‹Žȱ–ŠŽȱ‹¢ȱ žŽœŠ¢ǰȱ ž•¢ȱŘŜǰȱŘŖŘŘǯȱȱ•ŽŠœŽȱŽ—œž›Žȱ¢˜žȱ‘ŠŸŽȱ‘Žȱ™›˜™Ž›ȱ’—œž›Š—ŒŽȱ™Š™Ž› ˜›”ǰȱœ˜ȱ‘ŽȱŠ Š›ȱ’œȱ—˜ȱ Ž•Š¢Žǯȱ ȱ DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA  DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ˜ŸŽ›ȱŽŽ›œȧ ȱ˜ŸŽ›ȱ ›ȏŜȬŘşȬŘŘǯ˜Œ¡ȱ ȱ ŠŽȱŘȱ˜ȱŘȱ  —Œ•˜œŽȱ ’‘ȱ‘’œȱ•ŽŽ›ȱŠ›ŽȱŒ˜™’Žœȱ˜ȱ‘ŽȱŒ˜™Žȱ˜ȱŽ›Ÿ’ŒŽœǰȱ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ǰȱ˜›’—ȱ˜ŒŠ’˜—ȱ Š™œǰȱŠ–™•Žȱ˜›’—ȱ˜ǰȱŠ—Š›ȱ—’—ŽŽ›’—ȱŽ›Ÿ’ŒŽœȱ›ŽŽ–Ž—ǰȱŠ–™•Žȱ›˜“ŽŒȱž‘˜›’£Š’˜—ȱ ˜›–ǰȱ›˜Žœœ’˜—Š•ȱŽ›Ÿ’ŒŽœȱ’Š‹’•’¢ȱ —œž›Š—ŒŽȱŽšž’›Ž–Ž—œǰȱŠ—ȱ‘Žȱ˜••ž’˜—ȱ¡™˜œž›Žœȱ’Š‹’•’¢ȱ —œž›Š—ŒŽȱŽšž’›Ž–Ž—œǯȱȱ‘Žȱ’—˜›–Š’˜—ȱŒ˜—Š’—Žȱ ’‘’—ȱ‘ŽœŽȱŽ—Œ•˜œž›Žœȱœ‘Š••ȱ‹ŽŒ˜–ŽȱŠȱ™Š›ȱ˜ȱ‘Žȱ Š›ŽŽ–Ž—ȱ ’‘ȱ‘Žȱ˜—œž•Š—ȱœŽ•ŽŒŽȱ˜ȱ™Ž›˜›–ȱ‘ŽȱŽ›Ÿ’ŒŽœǯȱ ȱ ȱ¢˜žȱ‘ŠŸŽȱŠ—¢ȱšžŽœ’˜—œǰȱ™•ŽŠœŽȱ˜ȱ—˜ȱ‘Žœ’ŠŽȱ˜ȱŒ˜—ŠŒȱžœǯȱ ȱ ’—ŒŽ›Ž•¢ǰȱ ȱ ’”Žȱ•Š—”ȱ ˜—œ›žŒ’˜—ȱŠ—ŠŽ–Ž—ȱž™Ž›Ÿ’œ˜›ȱ ȱ Ȧ•ȱ ȱ —Œ•˜œž›Žœȱ ȱ ŒŒDZȱ Š–ŽœȱŠ‹Žǰȱǯǯǰȱǰȱ’›ŽŒ˜›ȱ˜ȱž‹•’Œȱ˜›”œȱ ȱ ŽŸŽ—ȱǯȱ ˜‘Žǰȱǯǯǰȱœœ’œŠ—ȱ’›ŽŒ˜›ȱ˜ȱž‹•’Œȱ˜›”œȱȦȱ’•’’Žœȱ Ž—Ž›Š•ȱŠ—ŠŽ›ȱ ȱ žœ’—ȱ ’Ž›ŠŒ‘ǰȱǯǯǰȱ—’—ŽŽ›’—ȱ’Ÿ’œ’˜—ȱŠ—ŠŽ›ȱȦȱ’¢ȱ—’—ŽŽ›ȱ ȱ’•Žȱ   DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA  DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —ŸȧȧŒ˜™Žȱ˜ȱŽ›Ÿ’ŒŽœȏŜȬŘşȬŘŘǯ˜Œ¡ȱ ŠŽȱŗȱ˜ȱŜȱ  ȱȱ ȱȱȱ ȱ ȱ   ȱ   ȱ ȱȱ ŘŖŘřȱ ȱ ȱ ȱ ȱ ŗǯ‘ŽȱœŒ˜™Žȱ˜ȱœŽ›Ÿ’ŒŽœȱ˜›ȱ‘’œȱŠ›ŽŽ–Ž—ȱ’œȱ˜ȱ’Ž—’¢ȱœž‹œž›ŠŒŽȱŒ˜—’’˜—œȱ ’‘’—ȱ‘ŽȱŽ™‘œȱ˜ȱ ŸŠ›’˜žœȱ ™›˜“ŽŒȱ Ž¡ŒŠŸŠ’˜—œǯȱ ȱ ‘Žȱ ’—Š•ȱ ›Ž™˜›œȱ Š›Žȱ ˜ȱ ™›˜Ÿ’Žȱ Šȱ œž––Š›’£Š’˜—ȱ ˜ȱ Ž¡’œ’—ȱ ™ŠŸŽ–Ž—ȱ Š—ȱ ‹ŠœŽȱ Œ˜Š›œŽȱ ‘’Œ”—ŽœœŽœDzȱ œ˜’•ȱ Œ•Šœœ’’ŒŠ’˜—œDzȱ ‹Ž›˜Œ”ȱ Ž™‘ǰȱ ’ȱ Ž—Œ˜ž—Ž›ŽDzȱ ›˜ž— ŠŽ›ȱ•ŽŸŽ•œDzȱŠ—ȱŽŽ™ȱž’•’¢ȱŒ˜—œ›žŒ’˜—ȱ›ŽŒ˜––Ž—Š’˜—œǯȱȱ˜’•ȱœŠ–™•Žœȱœ‘Š••ȱ‹Žȱœ™•’ȱ Š—ȱ ™›˜Ÿ’Žȱ ˜ȱ ‘Žȱ —Ÿ’›˜—–Ž—Š•ȱ Ž›Ÿ’ŒŽœȱ ˜—œž•Š—ȱ ˜›ȱ ’Ž•ȱœŒ›ŽŽ—’—ȱŠ—ȱ˜ȱ’Ž—’¢ȱ ™˜Ž—’Š•ȱŽ—Ÿ’›˜—–Ž—Š••¢Ȭ’–™ŠŒŽȱœ˜’•œǯȱȱŽ™˜›œȱœ‘Š••ȱ‹Žȱ™›Ž™Š›Žȱ’—ȱŽ—Ž›Š•ȱŠŒŒ˜›Š—ŒŽȱ ’‘ȱ —˜›–Š••¢ȬŠŒŒŽ™ŽȱŽ˜ŽŒ‘—’ŒŠ•ȱŽ—’—ŽŽ›’—ȱ™›ŠŒ’ŒŽœǯȱȱȱ ȱ ȱ˜Š•ȱ˜ȱşŜȱœ˜’•ȱ‹˜›’—œȱŠ›ŽȱŠ—’Œ’™ŠŽȱ˜›ȱ‘Žȱ˜••˜ ’—ȱŠ™’Š•ȱ –™›˜ŸŽ–Ž—ȱ™›˜“ŽŒœDZȱȱȱ ȱ ǯ˜˜•’ŽȱŸŽ—žŽȱǻŠž–Š—ȱ›ŽŽȱ˜ȱ‘Žȱ˜¡ȱ’ŸŽ›Ǽȱ ŗǯǻŘǼȱȮȱŘŖȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱ›˜Šȱ–’¡ȱ ’‘ȱŘŖŗřȱŘȄȱŒ˜•ȱ–’¡ȱ˜ŸŽ›•Š¢ǯȱ ȱ ǯŽœȱ’—Œ˜•—ȱŸŽ—žŽȱǻ•– ˜˜ȱŸŽ—žŽȱ˜ȱ ŠŒ”œ˜—ȱ›ŽŽǼȱ ŗǯǻŝǼȱȮȱŘśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŗşŝŝȱ‘˜ȱ–’¡ȱŠœ™‘Š•ǯȱ ȱ ǯŒ ’—•Ž¢ȱ›ŽŽȱǻŽœȱ’—Œ˜•—ȱŸŽ—žŽȱ˜ȱŒ˜ȱ›ŽŽǼȱ ŗǯǻŚǼȱȮȱŗśȬǯȱ‹˜›’—œǯȱȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŗşŖśȱ›˜Šȱ–’¡ǯȱ ȱ ǯ›‘ž›ȱŸŽ—žŽȱǻ˜›‘ȱŠ ¢Ž›ȱ›ŽŽȱ˜ȱŠž–Š—ȱ›ŽŽǼȱ ŗǯǻŜǼȱȮȱŘŖȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŗşŘşȱ‘˜ȱ–’¡ȱŠœ™‘Š•ǯȱ ȱ ǯ¢•Ž›ȱŸŽ—žŽȱǻ˜›‘ȱŠ ¢Ž›ȱ›ŽŽȱ˜ȱŠž–Š—ȱ›ŽŽǼȱ ŗǯǻŜǼȱȮȱŘśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŗşřşȱŒ˜—Œ›ŽŽǯȱ ȱ ǯŠž–Š—ȱ›ŽŽȱǻ¢•Ž›ȱŸŽ—žŽȱ˜ȱŠ—ȱž›Ž—ȱŸŽ—žŽǼȱ ŗǯǻŘǼȱȮȱŘśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŗşŘśȱ›˜Šȱ–’¡ȱǻŘŖŖřȱ˜—Žȱ’—Œ‘ȱǻŗȄǼȱ‘˜ȱ–’¡ȱŠœ™‘Š•ȱ˜ŸŽ›•Š¢Ǽǯȱ ȱȱ ǯŠ”ŽȱžŽȱŽœȱ˜›œȱ›’ŸŽȱǻ¢ȱ˜Šȱ˜ȱŽœ ’—ȱ˜ŠǼȱ ŗǯǻŗŗǼȱȮȱŘśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŘŖŗŖȱŒ˜—Œ›ŽŽǯȱ ȱ ǯŠ”ȱ›ŽŽȱǻŠœȱ ›Ÿ’—ȱŸŽ—žŽȱ˜ȱ’Ž Ž›ȱ›Š’•Ǽȱ ŗǯǻŜǼȱȮȱŗśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŗşŞŞȱŝȄȱŒ˜—Œ›ŽŽǯȱ ȱ DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA  DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —ŸȧȧŒ˜™Žȱ˜ȱŽ›Ÿ’ŒŽœȏŜȬŘşȬŘŘǯ˜Œ¡ȱ ŠŽȱŘȱ˜ȱŜȱ  ǯŽŽŒ‘ȱ›ŽŽȱǻ˜—›ŽœœȱŸŽ—žŽȱ˜ȱŽœȱž›˜Œ”ȱŸŽ—žŽǼȱ ŗǯǻŞǼȱȮȱŗśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŗşŞŖȱŝȄȱŒ˜—Œ›ŽŽǯȱ ȱ ǯ ˜••’œŽ›ȱŸŽ—žŽȱǻ•˜–Šȱ˜ž•ŽŸŠ›ȱ˜ȱ‘Ž›’Š—ȱ›ŽŽǼȱ ŗǯǻśǼȱȮȱŗśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŗşşśȱŝȄȱŒ˜—Œ›ŽŽǯȱ ȱ ǯ•Š›”œȱ˜ž›ȱǻ ˜••’œŽ›ȱŸŽ—žŽȱ˜ȱ‘ŽȱŒž•ȬŽȬœŠŒǼȱ ŗǯǻŘǼȱȮȱŗśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱŗşŞŖȱ‘˜ȱ–’¡ǯȱ ȱ ǯŠ”Žœ‘˜›ŽȱŠ›”ȱ›Š’•ȱ ŗǯǻŝǼȱȮȱŗŖȱǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ¢™Žȱ’œȱ›ŠŸŽ•ȱŠ—ȱž›ǯȱ ȱ ǯŠ›”’—ȱ˜ȱ –™›˜ŸŽ–Ž—œȱǻřŖŖȱŽœȱŠ›”’—ȱ˜ȱȮȱŗŗśȱ•˜–Šȱ˜ž•ŽŸŠ›Ǽȱ ŗǯǻřǼȱȮȱŗśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ’œȱŠœ™‘Š•ȱ™Š›”’—ȱ•˜ǯȱ ȱ ǯŠ›”’—ȱ˜ȱ –™›˜ŸŽ–Ž—œȱǻŚŖŖȱŽœȱŠ›”’—ȱ˜ȱȮȱŗŝȱ‘ž›Œ‘ȱŸŽ—žŽǼȱ ŗǯǻŚǼȱȮȱŗśȬǯȱ‹˜›’—œǯȱ ŘǯŠŸŽ–Ž—ȱ’œȱŠœ™‘Š•ȱ™Š›”’—ȱ•˜ǯȱ ȱ ǯ’œŒŽ••Š—Ž˜žœȱ’’˜—Š•ȱ›˜“ŽŒǻœǼȱ ŗǯǻśǼȱȮȱŗśȬǯȱ‹˜›’—œǯȱ ŘǯǻśǼȱȮȱŘŖȬǯȱ‹˜›’—œǯȱ řǯ’œŒŽ••Š—Ž˜žœȱ‹˜›’—œȱ˜›ȱŠ—¢ȱ™˜Ž—’Š•ȱ™›˜“ŽŒǻœǼȱŠŽȱ˜ȱ‘ŽȱŠ™’Š•ȱ –™›˜ŸŽ–Ž—œȱ ›˜›Š–ǯȱȱȱ ȱ ǯ—Ÿ’›˜—–Ž—Š•Ȭ—•¢ȱ›’••’—ȱ ŗǯǻŗŖǼȱȮȱŗŖȬǯȱ‹˜›’—œǯȱ Řǯ—Ÿ’›˜—–Ž—Š•Ȭ˜—•¢ȱ‹˜›’—œȱ˜ȱ˜Œž–Ž—ȱŽ¡Ž—ȱ˜ȱ™˜Ž—’Š•ȱŒ˜—Š–’—Š’˜—ǯȱ ȱ Řǯ‘Žȱ’¢ȱ˜ȱœ‘”˜œ‘ȱǻ’¢Ǽȱ ’••ȱ™Ž›˜›–ȱ‘Žȱ˜••˜ ’—ȱŠœ”œDZȱ ǯ›˜Ÿ’Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱ ’‘ȱ’Š›Š–œȦ–Š™œȱ’—’ŒŠ’—ȱŽ—Ž›Š•ȱ•˜ŒŠ’˜—œȱŠ—ȱ ›’••’—ȱŽ™‘œȱ˜ȱ’—’Ÿ’žŠ•ȱ‹˜›’—œȱ™›’˜›ȱ˜ȱ ˜›”ȱŒ˜––Ž—Œ’—ǯȱȱ ǯŽŠ’—ȱœŽ›Ÿ’ŒŽœȱ˜ȱŠ—ȱ—Ÿ’›˜—–Ž—Š•ȱŽ›Ÿ’ŒŽœȱ˜—œž•Š—ȱ˜ȱ™›˜Ÿ’Žȱœžœ™ŽŒȱ•˜ŒŠ’˜—œȱ˜›ȱ œŠ–™•’—ȱŠ—ȱ˜‘Ž›ȱ™Ž›’—Ž—ȱ’—˜›–Š’˜—ǰȱ™›’˜›ȱ˜ȱ›’••’—ǯȱȱ ǯ›˜Ÿ’Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱ ’‘ȱŠ—ȱŽ—’—ŽŽ›’—ȱœŠȱ–Ž–‹Ž›ȱ˜ȱŠœœ’œȱ’—ȱ‹˜›’—ȱ •Š¢˜žǯȱ ǯ›˜Ÿ’Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱ ’‘ȱ’—Š•ȱ•˜ŒŠ’˜—ȱ’Š›Š–œȱ ’‘ȱ ȱŒ˜˜›’—ŠŽœǯȱ ǯ›˜Ÿ’Žȱ›˜ž—ȱŽ•ŽŸŠ’˜—œȱ˜›ȱŽŠŒ‘ȱ‹˜›’—ȱ•˜ŒŠ’˜—ȱ˜›ȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›Ȃœȱ žœŽȱ’—ȱ‹˜›’—ȱ•˜ȱŽŸŽ•˜™–Ž—ǯȱ ȱȱ DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA  DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —ŸȧȧŒ˜™Žȱ˜ȱŽ›Ÿ’ŒŽœȏŜȬŘşȬŘŘǯ˜Œ¡ȱ ŠŽȱřȱ˜ȱŜȱ  ǯŽȱŠȱȃ›ŽȬ˜—œ›žŒ’˜—ȱ˜—Ž›Ž—ŒŽȄȱ ’‘ȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱ™›’˜›ȱ˜ȱœŠ›’—ȱ  ˜›”ǯȱȱ‘Žȱ—Ÿ’›˜—–Ž—Š•ȱŽ›Ÿ’ŒŽœȱ˜—œž•Š—ȱœ‘Š••ȱŠ•œ˜ȱ‹Žȱ™›ŽœŽ—ȱŠȱ‘’œȱ–ŽŽ’—ǰȱŠœȱ Ž••ǰȱ ˜ȱ’œŒžœœȱŠ—¢ȱ’œœžŽœȱŠ—ȱ˜ȱŒ˜˜›’—ŠŽȱ‘Žȱ›’••’—ȱœŒ‘Žž•Žǯȱȱ˜––ž—’ŒŠ’˜—ȱ™›˜˜Œ˜•ȱ ’••ȱ ‹ŽȱŽœŠ‹•’œ‘ŽȱŠȱ‘’œȱ–ŽŽ’—ǯȱ ȱ řǯ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱ ’••ȱ™Ž›˜›–ȱ‘Žȱ˜••˜ ’—ȱŠœ”œDZȱ ǯ••ȱ’Ž–œȱ—ŽŒŽœœŠ›¢ȱ˜ȱ™Ž›˜›–ȱ‘ŽȱŠœ”œȱŽŠ’•Žȱ’—ȱ‘’œȱŒ˜™Žȱ˜ȱŽ›Ÿ’ŒŽœǯȱ ǯž‹œž›ŠŒŽȱ¡™•˜›Š’˜—ȱŠ—ȱŽ™˜›’—ȱ ŗǯŠ›”ȱ‘Žȱ‹˜›’—œȱ’—ȱ‘Žȱ’Ž•ȱŠ—ȱŒ˜˜›’—ŠŽȱ ’‘ȱ’Ž›Ȃœȱ ˜•’—ŽǯȱȱŽȬ–Š›”’—ȱ˜ȱœ˜’•ȱ ‹˜›’—ȱ•˜ŒŠ’˜—œȱžŽȱ˜ȱ ŽŠ‘Ž›ȱ ’••ȱ‹Žȱ‘Žȱ›Žœ™˜—œ’‹’•’¢ȱ˜ȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ ›˜Ÿ’Ž›ǯȱ ŘǯŽȱŠȱ–ŽŽ’—ȱ˜›ȱ‹˜›’—ȱ•Š¢˜žȱ™Ž›ȱœ›ŽŽȱ ’‘ȱ—Ÿ’›˜—–Ž—Š•ȱŽ›Ÿ’ŒŽœȱ˜—œž•Š—ǰȱŠ••ȱ ’Ž›Ȃœȱ ˜•’—Žȱ•˜ŒŠ˜›œǰȱŠ—ȱ’¢Ȃœȱ›˜“ŽŒȱŠ—ŠŽ›ǯȱȱ‘Žȱ’¢Ȃœȱ’•’¢ȱ˜ŒŠ˜›ȱ ’••ȱ ȱ–Š›”ȱž’•’’Žœȱ˜ —ȱ‘ŽȱŽ—’›Žȱœ›ŽŽǰȱžŽȱ˜ȱ‘Žȱ•Ž—‘ȱ˜ȱ’–Žȱ‘’œȱ ’••ȱŠ”Žǯȱȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱœ‘Š••ȱ™›˜Ÿ’ŽȱŠȱ–Š›”ȱ™˜’—ȱŠ—ȱ‘Žȱ’¢Ȃœȱ’•’¢ȱ˜ŒŠ˜›ȱ  ’••ȱ•˜ŒŠŽȱ ’‘’—ȱŠȱŽœ’—ŠŽȱ›Š’žœȱǻŠ™™›˜¡’–ŠŽ•¢ȱŘśȂǼȱŠ›˜ž—ȱ‘Žȱœ™ŽŒ’’Œȱ‹˜›’—ȱ •˜ŒŠ’˜—œǯȱ řǯ˜˜›’—ŠŽȱ ’‘ȱ‘Žȱ’¢Ȃœȱ›˜“ŽŒȱŠ—ŠŽ›ȱŠ—ȱ—Ÿ’›˜—–Ž—Š•ȱŽ›Ÿ’ŒŽœȱ ˜—œž•Š—ȱ ›˜“ŽŒȱŠ—ŠŽ›ȱ˜—ȱ›’••’—ȱœŒ‘Žž•ŽȱŠ—ȱ™›˜Ÿ’Žȱ‘›ŽŽȱǻřǼȱŠ¢ȱ—˜’ŒŽȱ˜ȱ‘Žȱ˜—œ’Žȱ‹˜›’—Ȭ •Š¢˜žȱ–ŽŽ’—ǯȱ Śǯ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱ Ž›Ÿ’ŒŽœȱ ›˜Ÿ’Ž›ȱ  ’••ȱ ™›˜Ÿ’Žȱ ŽȬ–Š’•œȱ Š’•¢ȱ ˜ȱ ‘Žȱ ’¢Ȃœȱ ›˜“ŽŒȱ Š—ŠŽ›ȱ Š—ȱ —Ÿ’›˜—–Ž—Š•ȱ Ž›Ÿ’ŒŽœȱ ˜—œž•Š—ȱ›˜“ŽŒȱ Š—ŠŽ›ǰȱ ’Ž—’¢’—ȱ  ‘’Œ‘ȱ ‹˜›’—œȱ‘Ž¢ȱ’—Ž—ȱ˜ȱŒ˜–™•ŽŽȱŽŠŒ‘ȱŠ¢ǯȱ śǯ••ȱœ›ŽŽœȱŠ›Žȱ˜ȱ›Ž–Š’—ȱ˜™Ž—ȱ˜ȱ›Š’Œǯȱȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱ ’••ȱ‹Žȱ ›Žœ™˜—œ’‹•Žȱ˜›ȱž›—’œ‘’—ȱŠ••ȱ—ŽŒŽœœŠ›¢ȱ‹Š››’ŒŠŽœǰȱ•Šœ‘Ž›œǰȱ•Šȱ™Ž›œ˜—œǰȱŽŒǯȱ˜ȱ™›˜Ÿ’Žȱ ŠŽšžŠŽȱ›Š’ŒȱŒ˜—›˜•ȱŠ—ȱœ’••ȱ–Š’—Š’—ȱ‘ŽȱŠŒŒŽœœŽœȱŠœȱŽœŒ›’‹Žȱ‘Ž›Ž’—ǯȱȱ‘Žȱœ’—œȱœ‘Š••ȱ Œ˜—˜›–ȱ˜ȱŽŒ’˜—œȱŜřŝȱŠ—ȱŜŚřȱ˜ȱ‘ŽȱŠŽȱ˜ȱ’œŒ˜—œ’—ȱŠ—Š›ȱ™ŽŒ’’ŒŠ’˜—œȱ˜›ȱ ’‘ Š¢ȱ Š—ȱ›žŒž›Žȱ˜—œ›žŒ’˜—ǯȱ Ŝǯ ȱŠȱ™Š›’Œž•Š›ȱ‹˜›’—ȱŒŠ——˜ȱ‹ŽȱŠŒŒŽœœŽȱž›’—ȱ›’••’—ȱ˜™Ž›Š’˜—œǰȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱ Ž›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱœ‘Š••ȱ ˜›”ȱ ’‘ȱ‘Žȱ’¢ȱ˜ȱŽŽ›–’—ŽȱŠȱ›ŽŸ’œŽȱ•˜ŒŠ’˜—ǯȱ ŝǯ˜••˜ ȱœŠ—Š›ȱŽ˜ŽŒ‘—’ŒŠ•ȱ™›ŠŒ’ŒŽœȱ˜›ȱœž‹œž›ŠŒŽȱœŠ–™•’—ǰȱ‹˜›Ž‘˜•ŽȱŠ‹Š—˜—–Ž—ǰȱ Š—ȱ•Š‹˜›Š˜›¢ȱŽœ’—ǯȱ ŞǯŽ›˜›–ȱ œŠ—Š›ȱ Ž˜ŽŒ‘—’ŒŠ•ȱ œŠ–™•’—ȱ  ’‘ȱ ŗǯśȂȱ œ™•’Ȭœ™˜˜—ȱ œŠ–™•Žœǰȱ œ™ŠŒŽȱ ŗȂȱ ǻŸŽ›’ŒŠ••¢ǼȱŠ™Š›ǰȱœŠ›’—ȱŠȱŠ—ȱŽŸŽ—ȱ™˜’—ȱ‹Ž•˜ ȱ‘Žȱ™ŠŸŽ–Ž—ȱǻ’ǯŽǯȱŗȂǼǯȱȱŽ™›ŽœŽ—Š’ŸŽȱ œ˜’•ȱœŠ–™•ŽœȱŠ›Žȱ˜ȱ‹Žȱ˜‹Š’—Žȱ’—ȱ‘Žȱ‹˜›’—œȱžœ’—ȱœ™•’ȱ‹Š››Ž•ȱŽŒ‘—’šžŽœǯȱȱ˜’•ȱœŠ–™•Žœȱ Š›Žȱ‘Ž—ȱ˜ȱ‹ŽȱœŽŠ•Žȱ’––Ž’ŠŽ•¢ȱ’—ȱ‘Žȱ’Ž•ȱŠ—ȱ›Žž›—Žȱ˜ȱ‘Žȱ•Š‹˜›Š˜›¢ȱ˜›ȱž›‘Ž›ȱ Ž¡Š–’—Š’˜—ȱŠ—ȱŽœ’—ǯȱȱ‘Žȱ—Ÿ’›˜—–Ž—Š•ȱŽ›Ÿ’ŒŽœȱ˜—œž•Š—ȱœ‘Š••ȱ‹Žȱ™›˜Ÿ’Žȱœ™•’Ȭ œ™˜˜—ȱœŠ–™•Žœȱ˜ȱŠ••ȱœ˜’•ȱ‹˜›’—ȱœŠ–™•Žœǯȱ şǯ ȱ›ŽžœŠ•ȱ’œȱ›ŽŠŒ‘Žȱ™›’˜›ȱ˜ȱ‘Žȱ’—’ŒŠŽȱ›’••’—ȱŽ™‘ǰȱŒ˜—ŠŒȱ‘Žȱ’¢ȱ’––Ž’ŠŽ•¢ȱŠ—ȱ •˜ŒŠŽȱŠ—ȱŠ’’˜—Š•ȱ‹˜›’—ȱ’—ȱ‘ŽȱœŠ–ŽȱŸ’Œ’—’¢ǯȱȱ ȱ‘’œȱ‹˜›’—ȱŠ•œ˜ȱ‘Šœȱ›ŽžœŠ•ȱŠȱŠȱŽ™‘ȱ œ’–’•Š›ȱ˜ȱ‘Žȱ’—’’Š•ȱ‹˜›’—ǰȱŠȱŒ˜••Š‹˜›Š’ŸŽȱŽŒ’œ’˜—ȱ ’••ȱ‹Žȱ–ŠŽȱ˜ȱŽŽ›–’—Žȱ ‘Ž‘Ž›ȱ ˜›ȱ—˜ȱ›˜Œ”ȱŒ˜›’—ȱ’œȱ—ŽŒŽœœŠ›¢ǯȱȱ˜›’—ȱ•Ž—‘œȱŠ›ŽȱœŽ•ŽŒŽȱ‹ŠœŽȱ˜—ȱ‘ŽȱŽ™‘œȱ˜ȱ‘Žȱ ™›˜™˜œŽȱž’•’’ŽœDzȱ‘Ž›Ž˜›ŽǰȱŠŒŒž›ŠŽȱ’Ž—’’ŒŠ’˜—ȱ˜ȱ–ŠŽ›’Š•ȱ¢™Žȱ˜ȱ‘Žȱ’—’ŒŠŽȱŽ™‘ȱ ’œȱ—ŽŒŽœœŠ›¢ǯȱȱžŽȱ˜ȱ‘ŽȱŽ™‘œȱ˜ȱ‘Žȱ™›˜™˜œŽȱž’•’’ŽœȱŠ—ȱ–ŠŽ›’Š•ȱ¢™Žȱ’—ȱœ‘”˜œ‘ǰȱ ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱ’œȱ›Žšž’›Žȱ˜ȱŠ—’Œ’™ŠŽȱ‘Š›ȱ›’••’—ȱ‘›˜ž‘˜žǯȱ DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA  DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —ŸȧȧŒ˜™Žȱ˜ȱŽ›Ÿ’ŒŽœȏŜȬŘşȬŘŘǯ˜Œ¡ȱ ŠŽȱŚȱ˜ȱŜȱ  ŗŖǯ˜’•ȱ™Š›Š–ŽŽ›œȱ˜›ȱ™ŠŸŽ–Ž—ȱŽœ’—ȱŠ›Žȱ—˜ȱ‹Ž’—ȱ›ŽšžŽœŽȱŠȱ‘’œȱ’–Žǯȱȱ—¢ȱ•Š‹˜›Š˜›¢ȱ Žœ’—ȱ’œȱŠȱ‘Žȱ’œŒ›Ž’˜—ȱ˜ȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱ’—ȱ˜›Ž›ȱ˜ȱ™›˜Ÿ’Žȱ œŽ›Ÿ’ŒŽœȱ Šœȱ ŽŠ’•Žȱ ‘Ž›Ž’—ǯȱ ȱ ȱ Šȱ –’—’–ž–ǰȱ –˜’œž›Žȱ Œ˜—Ž—œȱ Š—ȱ ž—Œ˜—’—Žȱ Œ˜–™›Žœœ’ŸŽȱœ›Ž—‘œȱœ‘˜ž•ȱ‹Žȱ—˜Žȱ˜—ȱ‘Žȱœ˜’•ȱ‹˜›’—ȱ’Š›Š–œǯȱ ŗŗǯŠŸŽ–Ž—ȱœ‘Š••ȱ‹Žȱ›Žœ˜›Žȱ’—Ȭ”’—ǯȱȱ ȱ’œȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ ›˜Ÿ’Ž›Ȃœȱ ›Žœ™˜—œ’‹’•’¢ȱ˜ȱ”—˜ ȱŒž››Ž—ȱ™ŠŸŽ–Ž—ȱ¢™Žǯȱ ŗŘǯ ›˜ž— ŠŽ›ȱŽ•ŽŸŠ’˜—œȱœ‘Š••ȱ‹ŽȱŽœ’–ŠŽȱ˜›ȱŽŸŽ›¢ȱ‹˜›Ž‘˜•Žǯȱ ǯ’Ž•ȱ˜˜›’—Š’˜—ȱŠ—ȱ—Ÿ’›˜—–Ž—Š•ȱ ŗǯ‘Žȱ —Ÿ’›˜—–Ž—Š•ȱ Ž›Ÿ’ŒŽœȱ ˜—œž•Š—ȱ  ’••ȱ ™›Ž™Š›Žȱ Š—ȱ ™›˜Ÿ’Žȱ Šȱ ȃšž’Œ”ȱ ›ŽŽ›Ž—ŒŽȱ ž’ŽȄȱ˜›ȱžœŽȱ‹¢ȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱŽ›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱ˜ȱ™›˜Ÿ’ŽȱŠ’’˜—Š•ȱ’—˜›–Š’˜—ȱŠœȱ ˜ȱ ‘Šȱ¢™Žœȱ˜ȱŽ—Ÿ’›˜—–Ž—Š•ȱ’–™ŠŒœȱ–Š¢ȱ‹ŽȱŽ—Œ˜ž—Ž›Žǯȱȱ‘˜ž•ȱ‘Žȱ Ž˜ŽŒ‘—’ŒŠ•ȱ Ž›Ÿ’ŒŽœȱ›˜Ÿ’Ž›ȱŽ—Œ˜ž—Ž›ȱœ˜–Ž‘’—ȱ‘Ž¢ȱœžœ™ŽŒȱ’œȱ’–™ŠŒŽǰȱ‘Ž¢ȱœ‘Š••ȱ—˜’¢ȱ‘Žȱ ’¢Ȃœȱ›˜“ŽŒȱŠ—ŠŽ›ȱŠ—ȱ‘Žȱ—Ÿ’›˜—–Ž—Š•ȱŽ›Ÿ’ŒŽœȱ˜—œž•Š—ȱ ›˜“ŽŒȱ Š—ŠŽ›ȱ ’––Ž’ŠŽ•¢ǯȱ ŘǯŽ™›ŽœŽ—Š’ŸŽȱœ˜’•ȱœŠ–™•ŽœȱŠ›Žȱ˜ȱ‹Žȱ˜‹Š’—Žȱ’—ȱ‘Žȱ‹˜›’—œȱžœ’—ȱœ™•’ȱ‹Š››Ž•ȱŽŒ‘—’šžŽœǯȱȱ ˜’•ȱœŠ–™•ŽœȱŠ›Žȱ‘Ž—ȱ˜ȱ‹ŽȱœŽŠ•Žȱ’––Ž’ŠŽ•¢ȱ’—ȱ‘Žȱ’Ž•ǯȱȱ™•’ȱœŠ–™•ŽœȱŠ›Žȱ˜ȱ›Ž–Š’—ȱ Œ˜˜•ȱž—’•ȱ ȱ›ŽŠ’—œȱŠ›ŽȱŠ”Ž—ȱ‹¢ȱ‘Žȱ—Ÿ’›˜—–Ž—Š•ȱŽ›Ÿ’ŒŽœȱ˜—œž•Š—ǯȱ řǯ™•’ȱœŠ–™•Žœȱœ‘Š••ȱ‹Žȱ™›˜Ÿ’Žȱ˜ȱ‘Žȱ—Ÿ’›˜—–Ž—Š•ȱŽ›Ÿ’ŒŽœȱ˜—œž•Š—ȱž›’—ȱ›’••’—ȱ ˜™Ž›Š’˜—œǯȱȱȱȱȱȱ ǯŽ™˜›’—ȱŽšž’›Ž–Ž—œȱ ŗǯ›˜“ŽŒȱŸŽ›Ÿ’Ž ǯȱ Řǯ’Ž•ȱ›˜ŒŽž›Žœǯȱ řǯŠ‹˜›Š˜›¢ȱ›˜ŒŽž›Žœǯȱ Śǯ¡™•˜›Š’˜—ȱŽœž•œȱǻ‹›˜”Ž—ȱ˜ —ȱ‹¢ȱœ›ŽŽǼǯȱ śǯ˜—œ’Ž›Š’˜—œȱŠ—ȱŽŒ˜––Ž—Š’˜—œȱȱ ŠǯŽŒ˜––Ž—Š’˜—œȱ˜›ȱŽŽ™ȱœŠ—’Š›¢ȱœŽ Ž›ȱŒ˜—œ›žŒ’˜—ȱŠ›Žȱ›ŽšžŽœŽȱ ǻ’ǯŽǯȱ œ•˜™Žȱ œŠ‹’•’¢ȱŠ—ȱŽ ŠŽ›’—Ǽǯȱȱȱ ‹ǯ‘Ž›ȱ’—˜›–Š’˜—ȱŠœȱŠ™™›˜™›’ŠŽǯȱ Ŝǯ Ž—Ž›Š•ȱžŠ•’’ŒŠ’˜—œǯȱ ŝǯ —’Ÿ’žŠ•ȱ˜’•ȱ˜›’—ȱ˜œǯȱ Şǯ˜’•ȱ˜›’—ȱ˜ŒŠ’˜—ȱ’Š›Š–ǯȱ şǯž––Š›¢ȱŠ‹•ŽȱǻœŽ™Š›ŠŽȱŠ‹•Žȱ˜›ȱŽŠŒ‘ȱœ›ŽŽǼȱȱ Šǯ˜›’—ȱ Ž—’’ŒŠ’˜—ǯȱ ‹ǯ˜›’—ȱŽ™‘ȱǻ™›˜™˜œŽȱŠ—ȱŠŒžŠ•Ǽǯȱ ŒǯŠŸŽ–Ž—ȱ‘’Œ”—Žœœǯȱ ǯŠœŽȱ˜Š›œŽȱ‘’Œ”—Žœœǯȱ Žǯ’••ȱ‘’Œ”—Žœœǯȱ ǯŽ™‘ȱ˜ȱŽ›˜Œ”ȱ˜›ȱŽžœŠ•ǰȱ’ȱ™›ŽœŽ—ǯȱ ȱ Śǯ›˜“ŽŒȱŽ•’ŸŽ›Š‹•Žœȱ ǯŒ‘Žž•Žȱ˜ȱ›˜“ŽŒȱŽ•’ŸŽ›Š‹•Žœȱ ŗǯ˜˜•’ŽȱŸŽ—žŽȱ›Ž™˜›ȱžŽȱ›’Š¢ǰȱ˜ŸŽ–‹Ž›ȱŗŞǰȱŘŖŘŘǯȱ ŘǯŽœȱ’—Œ˜•—ȱŸŽ—žŽȱ›Ž™˜›ȱžŽȱ‘ž›œŠ¢ǰȱŽ™Ž–‹Ž›ȱŞǰȱŘŖŘŘǯȱ řǯŒ ’—•Ž¢ȱ›ŽŽȱ›Ž™˜›ȱžŽȱ‘ž›œŠ¢ǰȱŽ™Ž–‹Ž›ȱŞǰȱŘŖŘŘǯȱ Śǯ›‘ž›ȱŸŽ—žŽȱ›Ž™˜›ȱžŽȱ›’Š¢ǰȱ˜ŸŽ–‹Ž›ȱŗŞǰȱŘŖŘŘǯȱ śǯ¢•Ž›ȱŸŽ—žŽȱ›Ž™˜›ȱžŽȱ›’Š¢ǰȱ˜ŸŽ–‹Ž›ȱŗŞǰȱŘŖŘŘǯȱ DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ȏŜȬŘŚȬŘŘǯ˜Œ¡ȱ ŠŽȱŗȱ˜ȱşȱ   ȱȱ ȱȱȱ ȱ ȱ   ȱ   ȱ ȱȱ ŘŖŘřȱ ȱ ȱ ȱ ȱ   ȱȱǻȱȱȱ ȱȱ Ǽȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŚŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ   ȱȱ Ǟȱ ȱ ȱ ȱ ȱ ȱ ȱȱǻȱȱȱ  ȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŗŝśȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ ȱ ȱȱ Ǟȱ ȱ ȱȱ 100.00 100.00 100.00 100.00 13.95 558.00 500.00 500.00 1,258.00 325.00 325.00 400.00 400.00 13.95 2,441.25 1,300.00 1,300.00 4,466.25 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ȏŜȬŘŚȬŘŘǯ˜Œ¡ȱ ŠŽȱŘȱ˜ȱşȱ    ȱȱǻȱ ȱȱȱȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŜŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ  ȱȱ Ǟȱ ȱ ȱ ȱ ȱ  ȱȱǻ ȱȱȱȱȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŗŘŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ  ȱȱ Ǟȱ ȱ ȱȱ 125.00 125.00 125.00 125.00 13.95 837.00 500.00 500.00 1,587.00 250.00 250.00 275.00 275.00 13.95 1,674.00 900.00 900.00 3,099.00 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ȏŜȬŘŚȬŘŘǯ˜Œ¡ȱ ŠŽȱřȱ˜ȱşȱ   ȱȱǻ ȱȱȱȱȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŗśŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ ȱȱ Ǟȱ ȱ ȱ ȱ ȱ ȱȱǻȱȱȱȱȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ śŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ ȱȱ Ǟȱ ȱ ȱȱ 300.00 300.00 325.00 325.00 13.95 2,092.50 1,125.00 1,125.00 3,842.50 100.00 100.00 100.00 100.00 13.95 697.50 500.00 500.00 1,397.50 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ȏŜȬŘŚȬŘŘǯ˜Œ¡ȱ ŠŽȱŚȱ˜ȱşȱ    ȱȱȱȱ ȱǻȱȱȱ ȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ Řŝśȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ  ȱȱȱȱ ȱ Ǟȱ ȱ ȱ ȱ ȱ  ȱȱǻȱ   ȱȱȱ ȱ Ǽȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ şŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ  ȱȱ Ǟȱ ȱ ȱȱ 550.00 550.00 625.00 625.00 13.95 3,836.25 2,050.00 2,050.00 7,061.25 175.00 175.00 200.00 200.00 13.95 1,255.50 675.00 675.00 2,305.50 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ȏŜȬŘŚȬŘŘǯ˜Œ¡ȱ ŠŽȱśȱ˜ȱşȱ    ȱȱǻ ȱȱȱȱ ȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŗŘŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ  ȱȱ Ǟȱ ȱ ȱ ȱ ȱ  ȱȱǻ ȱȱȱ  ȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŝśȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ  ȱȱ Ǟȱ ȱ ȱȱ 250.00 250.00 275.00 275.00 13.95 1,674.00 900.00 900.00 3,099.00 150.00 150.00 150.00 150.00 13.95 1,046.25 550.00 550.00 1,896.25 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ȏŜȬŘŚȬŘŘǯ˜Œ¡ȱ ŠŽȱŜȱ˜ȱşȱ    ȱȱǻ  ȱȱȱ ȱȬȬȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ řŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ  ȱȱ Ǟȱ ȱ ȱ ȱ ȱ   ȱ ȱ ȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŝŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ ȱ  ȱ ȱ ȱ Ǟȱ ȱ ȱȱ 100.00 100.00 100.00 100.00 13.95 418.50 500.00 500.00 1,118.50 150.00 150.00 150.00 150.00 13.95 976.50 525.00 525.00 1,801.50 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ȏŜȬŘŚȬŘŘǯ˜Œ¡ȱ ŠŽȱŝȱ˜ȱşȱ     ȱȱ ȱǻřŖŖȱȱ  ȱȱȮȱŗŗśȱ ȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ Śśȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ řŖŖȱȱ  ȱȱ Ǟȱ ȱ ȱ ȱ ȱ   ȱȱ ȱǻŚŖŖȱȱ  ȱȱȮȱŗŝȱ  ȱǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŜŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ ž–™ȱ ž–ȱ ŗȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ ŚŖŖȱȱ  ȱȱ Ǟȱ ȱ ȱȱ 100.00 100.00 100.00 100.00 13.95 627.75 500.00 500.00 1,327.75 125.00 125.00 125.00 125.00 13.95 837.00 500.00 500.00 1,587.00 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ȏŜȬŘŚȬŘŘǯ˜Œ¡ȱ ŠŽȱŞȱ˜ȱşȱ    ȱ  ȱ ǻǼȱ ȱ ȱ   ȱ  ȱ ǯȱ ǯȱ  ȱ ȱ ȱ ȱ  ȱ ȱȱ ŗǯȱ ˜›’—ȱŠ¢˜žȱ Ž›ȱ ˜›Žȱ ŗśȱ Ǟȱ ȱ Ǟȱ Řǯȱ ˜‹’•’£Š’˜—ȦŠ’•¢ȱ ›ŠŸŽ•Ȧ›Š’Œȱ˜—›˜•ȱ Ž›ȱ ˜›Žȱ ŗŖȱ Ǟȱ ȱ Ǟȱ řǯȱ ˜’•ȱ˜›’—œȱ ŽŽȱ ŘśŖȱ Ǟȱ ȱ Ǟȱ Śǯȱ ›˜“ŽŒȱ—’—ŽŽ›’—ȱŠ—ȱ Ž™˜›’—ȱ Ž›ȱ ˜›Žȱ ŗŖȱ Ǟȱ ȱ Ǟȱ ȱ ȱ DZȱ  ȱ ǻǼȱ Ǟȱ ȱ 50.00 750.00 50.00 500.00 13.95 3,487.50 150.00 1,500.00 6,237.50 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DZȧ—’—ŽŽ›’—ȧŘŖŘŗȱȬȱŘŖřŖȱ˜—›ŠŒœȧŘŖŘřȱȧŘŖŘřȱž‹ȱ —Ÿȧȧ›˜™˜œŠ•ȱ˜œȱ›ŽŠ”˜ —ȏŜȬŘŚȬŘŘǯ˜Œ¡ȱ ŠŽȱşȱ˜ȱşȱ    Ȧ  ȱ ȱ ȱ ȱ ȱ  ȱȱȱ    ȱ ȱǻ ȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŝȱ ȱƽȱȱǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ  ȱ  ȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻ ȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŗŖŖȱȱƽȱǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ  ȱ  ȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻ ȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŗŖŖȱȱƽȱǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ  ȱ   ȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻ ȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŗŖŖȱȱƽȱȱ Ǟȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ  Ȭȱȱ    ȱ ȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻ ȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱŗŖŖȱȱƽȱǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȱȱ ȱ ȱ ȱ ȱȱ ȱ ǰȱ   ȱ ȱȱ ȱȱ ȱ ȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱȱǻ ȱȱǞȏȏȏȏȏȏȏȏȏȏǼȱȱśȱȱƽǞȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏȏ ȱȱ ȱ ȱ ȱ ȱ ȱȱȱ 100.00 75.00 13.95 9.00 13.95 50.00 700.00 7,500.00 1,395.00 900.00 1,395.00 250.00 BBBBBBBBBBBBBBBBBBBBBBBBBB54,224.50 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA PROFESSIONAL SERVICE INDUSTRIES, INC. GEOTECHNICAL SERVICES STANDARD FEE SCHEDULE ENGINEERING SERVICES Engineering & Technical services for site reconnaissance, boring locations, field supervision, water level measurements & sampling, engineering evaluation, analysis & consultation. Staff Engineer or Geologist $75.00 Per Hour Sr. Engineering Technician $50.00 Per Hour Project Engineer or Geologist $85.00 Per Hour Engineering Technician $40.00 Per Hour Principal Engineer or Geologist $100.00 Per Hour Secretarial Services $25.00 Per Hour Principal of Firm $110.00 Per Hour FIELD SERVICES Mobilization of Drilling Equip. $3.00 Per Mile ($450.00 Minimum) Boring Layout $90.00 Per Hour Support Vehicle $0.55 Per Mile (Min. $85.00 Per Day) Standby & Problem Access Time $150.00 Per Hour All-terrain Drill Rig $750.00 Per Day 2-Man Crew Per Diem $200.00 Per Day Soil Drilling with Split-spoon (ASTM D-1586) or Shelby Tube (ASTM D-1587) sampling at 5-foot intervals: Depth Range Unit Charges Per Foot, Unit Charges Per Foot Extra SS or ST Samples 3 ¼”, 4 ¼ “ I.D. Auger 6 ¼” I.D. Auger Easy Drilling* Hard Drilling** Easy Drilling* Hard Drilling** 0 - 25 ft. $11.00 $13.00 $14.00 $16.00 $10.50 25 - 50 $13.00 $15.00 $16.00 $18.00 $14.00 50 - 75 $16.00 $18.50 $20.00 $22.00 $17.50 75 - 100 $18.00 $22.00 $24.50 $28.00 $22.50 * N-count of 40 blows or less, or Qu or Qp less than 4 tsf ** N-count greater than 40 blows, or Qu or Qp greater than 4 tsf Drilling with 12-1/4 “ I.D. Auger will be quoted upon request. Auger Drilling without sampling $9.00 Per Foot Shelby Tubes, 3” diameter $40.00 Each Rock Coring with Diamond Bit $75.00 Per Foot DOT 55-Gallon Drums - Soil Cuttings $60.00 Each Rock Boring with 3” Roller Bit $45.00 Per Foot Drilling mud, as needed $3.00 Per Foot Rock Coring & Boring Set-up Charge $350.00 Per Hole Pavement Cold-Patch at boreholes $25.00 Per Hole LABORATORY TESTING Visual Engineering Classification $4.00 Per Test Unconfined compression tests, Hand Penetrometer Test $4.00 Per Test remac $5.00 Per Test Moisture Content Test $5.00 Per Test without stress-strain curve $30.00 Per Test Organic Content Test $35.00 Per Test with stress-strain curve $45.00 Per Test Density Determination with Moisture Content $30.00 Per Test California Bearing Ratio (CBR) $250.00 Per Test Atterberg Limits Determination $85.00 Per Test Permeability, Rigid Wall $250.00 Per Test Grain Size Analysis, Sieve $65.00 Per Test Permeability, Flexible Wall $300.00 Per Test Grain Size Analysis, Sieve & Hydrometer $95.00 Per Test Shelby Tube sample preparation/remolding $40.00 Per Tube Moisture Density Relationship Standard Method, ASTM D-698 $150.00 Per Test Modified Method, ASTM D-1557 $175.00 Per Test REMARKS Charges for monitoring well installation, analytical testing services, and special equipment or sampling techniques not included herein, will be quoted upon request. Rental equipment & commercial transportation charges will be billed at cost plus 20%. A per diem charge of $100.00/day per person will be billed as applicable. Invoices will be submitted monthly, with payment due within 30 days of invoice date. Interest will be added at a rate of 1½% per month of delinquency. Proposal estimates & verbal quotations will remain valid for 60 days, at which time they may be subject to change or withdrawal. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA APPENDIX B A Statement of Qualifications DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA STATEMENT OF QUALIFICATIONS GEOTECHNICAL ENGINEERING SERVICES City of Oshkosh 2023 Capital Improvement Projects SUBMITTED TO: City of Oshkosh July 18, 2022 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA PSI Proposal No.: 0094-378510 July 18, 2022 www.intertek.com/building Professional Service Industries, Inc. 3009 Vandenbroek Road Kaukauna, Wisconsin 54130 Phone: (920)-735-1200 Mr. Michael Blank City of Oshkosh Department of Public Works 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 Re: Statement of Qualifications Geotechnical Engineering Services Dear Mr. Blank, Professional Service Industries, Inc. (PSI), an Intertek Company, is pleased to submit this Statement of Qualifications (SOQ) for your review. This information should provide you with a general overview of our company, and demonstrate that PSI has the equipment, experience and personnel resources to provide quality subsurface exploration and geotechnical engineering services for the City of Oshkosh 2023 Capital Improvement Projects. It is our aim to provide: • Prudent and Reliable Engineering Recommendations • Timely Submittal of Reports • Consistent Report Format • Ready Access to Project Engineers and Principals of the Firm • Reasonable Fee Structure PSI appreciates the opportunity to offer its services to your project and looks forward to being of service to you. Meanwhile, if you have any questions or require additional information, please contact our office at (920) 735-1200. Sincerely yours, PROFESSIONAL SERVICE INDUSTRIES, INC. Patrick Bray, E.I.T. James M. Becco, P.E. Branch Manager Vice President DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA TABLE OF CONTENTS EXECUTIVE SUMMARY PROJECT STAFFING LABORATORY TESTING CAPABILITIES IN-HOUSE DRILLING CAPABILITIES PROJECT EXPERIENCE • Municipal Water/Wastewater Projects • State/County/City Roadway Projects • Subgrade Stabilization Projects • Renewable and Alternate Energy Projects RESUMES OF KEY PERSONNEL DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA www.intertek.com/building EXECUTIVE SUMMARY PSI has been working in Wisconsin since the 1940’s. Since that time, we have been providing geotechnical, construction testing, environmental consulting and asbestos services for local municipalities, the State of Wisconsin and a wide range of public and private sector clients. PSI maintains full-service environmental consulting, engineering, laboratory, inspection, and testing offices throughout Wisconsin. These offices are very large and well equipped with the necessary resources and workspace to manage any project under this contract. Further illustrating our depth of operations, PSI recently merged with Intertek, a global provider of quality solutions. With a network of more than 1,000 laboratories and offices in more than 100 countries, Intertek provides auditing, inspection, testing, training, quality assurance and certification by improving the quality and safety of products, assets and processes. PSI’s qualified and experienced professionals include experts in geotechnical engineering, construction testing, environmental engineering, environmental sciences, industrial hygiene, geology, hydrogeology and related disciplines. These professionals make it possible for us to manage projects effectively in all areas of the state and country. Few companies can mobilize as rapidly as PSI, while still maintaining existing work efforts. PSI is well-poised geographically to efficiently provide the subsurface exploration and geotechnical engineering services for the City of Oshkosh from this network of Branch offices. PSI has the necessary experience, personnel, and equipment resources to complete assignments in a professional manner on a timely basis, at a reasonable cost. PERSONNEL STAFFING PSI’s collective Wisconsin staff numbers approximately 100 personnel during peak season, including 17 professional engineers, EITs, and professional geologists, and approximately 60 technical personnel and support staff. Each of our Branch offices is supervised by a Registered Professional Engineer, responsible for over-seeing the day- to-day technical and administrative affairs of the Branch office. All engineering reports generated by the Branch offices are reviewed by one of the three senior engineers in our firm. James M. Becco, P.E., Vice President Bradley Broback, P.E., Department Manager Daniel B. Anderson, P.E., Department Manager DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA www.intertek.com/building This type of vested interest is one of the key factors affecting our un-matched commitment to client satisfaction. The resumes of these engineers, as well as a selection of key personnel are included in a later section. The company’s “Senior Author System,” enables PSI to best match our pool of talent to the needs of every project and provides a degree of consistency in the technical quality of reports. The local presence of qualified professionals throughout the State, coupled with the close scrutiny and assistance given by the seasoned senior staff, together serve to ensure that our clients receive prudent and reliable engineering recommendations, maintaining a keen familiarity with local conditions and typical construction practices. Our senior engineers are readily available to meet with clients to discuss the particulars of any project, adding a personal element to the consulting process. A distribution of professional personnel by Branch location is shown below. Waukesha, Wisconsin Kaukauna, Wisconsin Jim Becco, P.E. Patrick Bray, E.I.T. Dan Anderson, P.E. Whitney Bauman, Geologist Brad Broback, P.E. Marisa Leidig, Geologist Larry Raether, P.E. Ross Domier, Geologist Pat Patterson, P.E., P.G. Matt Poehlman, P.E. Ripon, Wisconsin Shelley Hildebrandt, P.G. Jeff Fischer, Geologist Mike Rehfeldt, Geologist Chippewa Falls, Wisconsin Jeff Manninen, E.I.T. The organizational chart on the following page depicts the staffing arrangements proposed by PSI for the City of Oshkosh 2023 Capital Improvement Projects. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA www.intertek.com/building ORGANIZATIONAL CHART FOR PROJECT ADMINISTRATION AND IMPLEMENTATION FOR CITY OF OSHKOSH PROJECTS Patrick Bray and James Becco will serve as the liaisons between the City of Oshkosh and the PSI field, laboratory and engineering personnel, for project set-up and assignments of work. Mr. Bray will oversee the field and laboratory activities, geotechnical report preparation, and have direct contact with the City of Oshkosh Project Managers for project implementation. Patrick Bray Liaison Coordinator Branch Manager Kaukauna, Wisconsin PSI Drilling Personnel CITY OF OSHKOSH James M. Becco, P.E., V.P. Principal Engineer PSI Laboratory Testing Services PSI Engineering Personnel DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA PROJECT STAFFING The Kaukauna Branch office will coordinate and perform the requested workscope for the City of Oshkosh projects. The Kaukauna Branch office is managed by Mr. Patrick Bray under direct supervision of Mr. James Becco, a registered professional engineer with 30 years of experience in geotechnical and construction materials testing. Mr. Bray will be the engineer directly overseeing the day-to-day technical services performed for the City of Oshkosh and along with the corporate staff, will be readily available for client meetings. Resumes of some of the key personnel to be used on this project are included herein. Equipment and technical staff from the Kaukauna Branch, Ripon and Waukesha branch offices will be utilized as necessary to meet your project specific needs. LABORATORY TESTING CAPABILITIES PSI branch offices are fully equipped and capable of performing most soil, concrete, and asphalt materials testing procedures. Our laboratory testing is conducted in accordance with ASTM, AASHTO, and WDOT test procedures. The Waukesha lab maintains US Army Corp of Engineers and WDOT accreditations. PSI is capable of providing physical property soil testing including such test procedures as grainsize analysis, Atterberg Limits, modified and standard proctors, CBR, unconfined compressive strength tests and permeability testing. In addition, concrete, mortar and grout compressive strength testing, concrete mix design, and asphalt testing. Lime, Cement and Flyash soil stabilization mixture analysis can also be performed in our materials lab. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA www.intertek.com/building SUMMARY OF LABORATORY TESTING SERVICES AGGREGATE ASTM MORTAR ASTM Sieve Analysis C136 Mortar Compressive Strength C109 Material Finer than No. 200 C117 Mortar Tensile Strength C190 Unit Weight C29 Mortar Air Content C185 Specific Gravity/Absorption C127/128 Mortar Water Retention C91 Soundness C88 Mortar Mix Property Analysis C270 Abrasion C131/535 Mortar Aggregate Testing C144 Organic Impurities C40 Clay Lumps, Friable Particles C142 GROUT Lightweight Pieces C123 Grout Compressive Strength C1019 Aggregate Quality Analysis C33 Grout Mix Property Analysis C476 Grout Aggregate Testing C404 ASPHALT Bulk Specific Gravity/Density D2726 SOILS Percent Air Voids D3203 Water Content D2216 Maximum Theor. Specific Gravity D2041 Organic Content D2974 Extraction/Gradation D2172 Specific Gravity D854 Marshall Stability/Flow D1559 Dry Density D2937 Marshall Mix Design Amount Finer than No. 200 D1140 Bituminous Paving Mix Analysis Grainsize Analysis D422 Bituminous Pavement Core Ana. Atterberg Limit D4318 Bituminous Aggregate Testing Shrinkage Limit D427 Moisture-Density Relationship D698/D1557 CONCRETE California Bearing Ratio D1883 Compressive Strength C39 Unconfined Compressive Strength D2166 Flexural Strength C78 Permeability (Constant Head) D2430 Splitting Tensile Strength C496 Permeability (Falling Head) D5084 Concrete Mix Strength Verification ACI214 Consolidation D2435/D4186 Concrete Mix Strength ACI214 Concrete Aggregate Testing C33 SOIL/LIME AND SOIL FLYASH MIXTURE CONCRETE CORES Moisture Density D558 Compressive Strength C42 Compressive Strength D1633 Unit Weight C642 Bearing Ratio D3668 Chloride Ion Content FHA Mix Analysis Air Content Analysis C457 Petrographic Analysis C856 CONCRETE MASONRY UNITS SPRAYED FIREPROOFING CMU Compressive Strength C140 Thickness/Density E605 CMU Unit Weight/Absorption C140 Masonry Prism Strength E447 Hollow Unit Quality Analysis C90 Solid Unit Quality Analysis C145 DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA www.intertek.com/building IN-HOUSE DRILLING CAPABILITY PSI provides field drilling services from each of our branch office locations for a wide variety of projects. This includes soil borings for conventional geotechnical or environmental sampling and monitoring well installation, by hollow stem auger or rotary drilling techniques. We also perform Pressure-meter testing in house, with our own experienced personnel, utilizing a Menard Type G-Am device. Our drilling crew chiefs have a wide range of experience in a variety of drilling techniques, in various parts of the country. Drilling personnel are typically assigned to projects on the basis of related experience in recognition of specific project tasks. During the initial project planning stage, the project specific needs and activities are reviewed by a senior/project engineer, with the intent of developing the most efficient approach to completing the field activities. The field work is performed by the crew and equipment deemed to be best-suited for that job. PSI is currently operating 7 drill rigs/crews in Wisconsin, including 4 track mounted all-terrain (ATV) units used for sites with difficult access conditions. We function effectively as a company in providing interoffice support and cooperation, able to mobilize the equipment necessary to meet project timing objectives. SUMMARY OF SUBSURFACE EXPLORATION EQUIPMENT 2018 DIEDRICH D-50 All-Terrain Rig 4-cylinder Turbo-Diesel rig, with 3-L6 Moyno pump, mounted on a radio controlled, rubber tracked carrier. Utilized for shallow to moderate depth hollow stem and rotary drilling applications, with auger up to 9 1/4" I.D. Low ground pressure (<3.5 psi) and high level of maneuverability make this rig suited for your most challenging site. 2006 DIEDRICH D-50 Truck Mounted Rig 4-cylinder Turbo-Diesel rig, with 3-L6 Moyno pump and 250-gallon water tank, mounted on 2007 Freightliner truck. Utilized for shallow to moderate depth hollow stem and rotary drilling applications, with auger up to 9 1/4" I.D. 2016 DIEDRICH D-50 All-Terrain Rig 2015 DIEDRICH D-50 Truck Mounted Rig 2007 DIEDRICH D-50 All-Terrain Rig DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA www.intertek.com/building 1996 DIEDRICH D-120 Truck Mounted Rig 6-cylinder John Deere Diesel Engine, 14,500 ft.-lb torque, with Moyno 3-LB pump and 250 gallon water tank. Equipped with Automatic Standard Penetration Test Hammer mounted on a Ford F-800 Diesel Truck. Well-suited for deep hollow stem auger drilling and large diameter monitoring or recovery well installation, and rotary drilling techniques. Utilized to turn auger up to 12-1/4" ID. AUGER AND SPECIAL TOOLING • 3 1/4", 4 1/4", 9 1/4" and 12 1/4"I.D. Hollow stem auger • CME 5 ft. Continuous Sampler • NX Core barrels, Tri-cone roller bits, 2 to 6 inch dia. • Hydropunch II Groundwater and Hydrocarbon Sampling Tool • Vane Shear Test with Calibrated Torque Head • 3" Piston Sampler Assembly • In-situ Soil Resistivity Meter Pressure-meter • Menard Type G-AM DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA www.intertek.com/building Municipal Water/Wastewater Projects Project Experience Professional Service Industries, Inc. (PSI) has provided professional consulting services including subsurface exploration, field and laboratory testing, and engineering analysis for numerous municipal water and wastewater projects. Listed below are a few of the projects PSI has had the privilege of working on in Wisconsin. James Road Detention Pond-Oshkosh City of Oshkosh Improvement Projects 2012 to 2019, 2021 City of Oshkosh Aviation Park Water Transmission Main-Suamico Sanitary Sewer Reconstruction-Wind Lake Water Main Extension-Pewaukee Water Main-Crivitz Sewer Extension-Bonduel Sewer Extension-Black River Water Main-Two Rivers Sewer Extension-West Bend Sanitary Sewer/WWTP-Suamico Sanitary Sewer Relocation-Green Bay Kiwanis Park Sewer Relay-Sheboygan Sanitary Sewer Interceptor-Manitowoc Wastewater Treatment Plant Expansion- Waupaca Sewage Force Main-Manitowoc Session Street Sewer Expansion- Waupaca Sanitary Sewer and Sewage Force Mains- Mishicot Water Main and Sanitary Sewer-Darlington Storm Sewer-Manitowoc Sanitary Sewer, Water and Stormwater Pipelines-Oconto Falls Sanitary Sewer Relay-Juneau Water Main Extension-Madison Sanitary Sewer Interceptor and Lift Station-Belleville Water Main Extension-Sussex Sanitary Sewer-Algoma Water Main Replacement-Waukesha Pump Station and Utility Lines-Waterford Transmission Main-Fond du Lac DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA www.intertek.com/building State/County/City Roadway Projects Project Experience Professional Service Industries, Inc. (PSI) has provided professional consulting services, including subsurface exploration, field and laboratory testing, and engineering analysis for numerous new pavement and existing roadway reconstruction projects. PSI has also provided construction quality control testing on many of the projects listed. The following is a list of roadway projects PSI has had the privilege to work on. 2012, 2013, 2014, 2015, 2016, 2017, 2018, 2019, 2021, 2022 City of Oshkosh CIP Projects Oshkosh, Wisconsin CTH U Roadway Reconstruction Outagamie, County STH 145 Road Reconstruction Richfield, Wisconsin CTH CB and Oakridge Road Intersections Winnebago, County STH 164 Reconstruction (I-43 to STH 59) Wisconsin CTH N Outagamie County, Wisconsin CTH JJ Roadway Reconstruction Outagamie, County Libal Street Village of Allouez, Wisconsin County Highway X Waupaca County, Wisconsin Holland Road/Kelbe Drive Village of Little Chute, Wisconsin County Highway VV Menominee County, Wisconsin County Highway OK Sheboygan County, Wisconsin Lake Street Town of Menasha, Wisconsin Tayco Street City of Menasha, Wisconsin Manitowoc Road Reconstruction Menasha, Wisconsin US Highway 14 Reconstruction La Crosse, Wisconsin County Highway VV Reconstruction Fond du Lac, Wisconsin Highways 42/57 Frontage Road Sturgeon Bay, Wisconsin Foote Street Reconstruction Seymour, Wisconsin Helena, Allard, and Erie St. Reconstruction De Pere, Wisconsin DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA Subgrade Stabilization Projects Project Experience Professional Service Industries, Inc. (PSI) has provided professional consulting services, including subsurface exploration, field and laboratory testing, and engineering analysis for numerous pavement and building slab subgrade stabilization projects. PSI has also provided field quality control testing on many of the projects listed. The following is a list of subgrade stabilization projects PSI has had the privilege to work on. STH 32 Road Reconstruction City of Ripon, Wisconsin Rockwood Parking Lot East Troy, Wisconsin I94/STH 20 Interchange Racine County, Wisconsin TRI700E Road Reconstruction Iroquois County, Illinois Hall Street Reconstruction City of Ripon, Wisconsin Meredith Road Reconstruction Kane County, Illinois LaFarge North America Elm Road Generating Station Oak Creek, Wisconsin Harley Davidson Parts Plant Franklin, Wisconsin City of Franklin Pleasant Prairie Power Plant Pleasant Prairie, Wisconsin Building 10501 Lakeview Park Pleasant Prairie, Wisconsin Long Lake Estates Subdivision Wind Lake, Wisconsin Home Depot Grafton, Wisconsin Generac Building Pad Whitewater, Wisconsin Marathon Truck Stop Franklin, Wisconsin DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA James M. Becco, PE Vice President/Principal Engineer Waukesha, Wisconsin Year started with PSI: 1992 Years experience with other firms: 22 Education ● Bachelor of Science in Civil Engineering; Michigan Technological University, Houghton, MI; 1986 Certifications/Registrations/Technical Training ● Registered Professional Engineer – Wisconsin, Illinois, Iowa and Minnesota ● Wisconsin Department of Natural Resources Registered PECFA Consultant ● Previously DILHR Certified Tank Assessor and Remover/Cleaner ● Environmental: ƒ “Phase I Environmental Site Assessment Seminar” ƒ “Environmental Site Assessments” ƒ “Asbestos Building Inspectors and Supervisors Course” ƒ “Phase II Environmental Site Assessments” ƒ 40-Hour - 29 CFR 1910 Training Course ƒ 8-Hour Supervisory Training - CFR 1910 Course ƒ “Petroleum Hydrocarbon & Organic Chemicals in Groundwater: Prevention, Detection and Restoration” ƒ “Mold Seminar” ƒ “Renewable Sources of Energy – Wind Power” ƒ “Constructed Wetlands – Basic Concepts” ƒ “Wetland Delineation I – The Basics” ● Geotechnical and Materials: ƒ “Fundamentals of Shallow Foundation Design” ƒ “Deep Foundation Exploration and Design” ƒ “Retaining Wall Design- I” ƒ “Retaining Wall Design- II” ƒ “Ethical Decision Making for Engineers” ƒ “Riprap Design” ƒ “Excavation Safety and Shoring” ƒ “Storm water Management – An Introduction” ƒ “Advanced Storm water Treatment – Design” ƒ “Slope Stability” ƒ “Design of Sheet Pile Walls” ƒ “Geotechnical Properties of Marine Calcareous Soils” ƒ “Drilling and Sampling of Soil and Rock” ƒ “Ethical Decision Making for Engineers” Professional Experience Mr. Becco is the Vice President of PSI’s operations throughout Wisconsin, including offices in Waukesha, Ripon, Green Bay, Menasha, and Chippewa Falls. In this role, Mr. Becco provides overall daily management, technical oversight, and direct supervision to the Branch and District Managers, as well as to their local environmental, geotechnical, and construction services departments. With more than 29 years of experience in Geotechnical Engineering and Environmental Consulting, Mr. Becco has extensive DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA James M. Becco, PE Vice President/Principal Engineer Waukesha, Wisconsin Page 2 of 3 knowledge of subsurface conditions and the regulatory framework throughout Wisconsin. He has been involved with numerous projects of varying complexity, including stream and groundwater monitoring, petroleum assessments, solvent (dry cleaner) investigations, and a multitude of geotechnical engineering studies. As a principal client contact, project manager and senior consultant on a wide range of projects, Mr. Becco is also involved in proposal and report preparation, project planning and administration, as well as the coordination and supervision of field staff. Mr. Becco joined PSI in 1986 and worked throughout Wisconsin, Florida and Michigan where he was responsible for overall management, technical and administrative duties of geotechnical and environmental departments, and report preparation, review and technical consultation. He joined Midwest Engineering Services (MES) in January of 1992 as the Department Manager for Environmental Services in the Waukesha, Wisconsin office. He was promoted to the position of Branch Manager in August of 1995, and then to Region Manager overseeing all of MES’ five Wisconsin offices in July of 2000. Mr. Becco was responsible for the oversight and direct supervision of each of the branch managers. Mr. Becco also acted as a senior geotechnical and environmental consultant, and a principal engineer for each of the branches. Mr. Becco re-joined PSI in 2014 when MES was acquired by PSI. Representative Environmental Consulting Project Experience ● Project Manager - More than 300 Circle K and 7-Eleven C-store and service station upgrades across the State of Florida. Developed and performed or managed environmental assessments, leaking underground storage tank investigations and station upgrade projects. ● Project Manager - More than 100 Speedway and Marathon C-store and service station upgrades across the State of Wisconsin, and into northern Illinois. Developed and performed or managed environmental assessments, leaking underground storage tank investigations, and underground storage tank removals. ● Project Manager - Evaluation of heavy metals (including chromium and silver), volatile organic compounds, and sulfide/chloride contamination within soil and groundwater at the Photo-Cut facility in Waukesha, Wisconsin. Developed and performed the environmental assessment, including field work, data evaluation, statistical data analysis, and preparation of regulatory closure reports. ● Project Manager - Evaluation of contaminants, and of storm water control at the Valley Sand and Gravel quarry in New Berlin, Wisconsin. Developed and managed the environmental assessment. ● Project Manager overseeing the performance of Phase I and Phase II Environmental Assessments at numerous Walmart, Lowes, Menards, and Meijer Retail Stores across the State of Wisconsin Representative Power Transmission Project Experience ● Lead Engineer/Project Manager – Geotechnical Evaluation, 200+ Transmission Line and Substation Projects (Electrical Consultants, Inc. and American Transmission Company), State of Wisconsin DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA James M. Becco, PE Vice President/Principal Engineer Waukesha, Wisconsin Page 3 of 3 ● Lead Engineer/Project Manager – Geotechnical Evaluation, Border to Apple River Substation T-Line Project (Dairyland Power Cooperative), Polk County, Wisconsin ● Lead Engineer/Project Manager – Geotechnical Evaluation, 15+ Substation Projects (WE Energies), State of Wisconsin ● Lead Engineer/Project Manager – Geotechnical Evaluation, 15+ Substation Projects (Xcel Energy), Northwestern Wisconsin ● Lead Engineer/Project Manager – Geotechnical Evaluation, Forward Wind Project (Invenergy, LLC), Fond du Lac County, Wisconsin ● Lead Engineer/Project Manager – Geotechnical Evaluation, Glacier Hills Wind Project (WE Power, LLC), Columbia County, Wisconsin ● Lead Engineer – Preliminary Geotechnical Evaluation, Lancaster Wind Project (Navitas Energy), Stephenson County, Illinois DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Patrick J. Bray Branch Manager Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; University of Wisconsin - Madison, Civil Engineering, 2012 Professional Registration/Certification Certified Soil Tester (CST) - Wisconsin Continuing Education and Short Courses Construction Materials Testing: American Concrete Institute Field Testing Technician - Grade 1 Nuclear Density Gauge Operation Training – Engelhardt and Associates, Inc. Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, April 1, 2014 to present. Mr. Bray was promoted to Branch Manager of the Kaukauna office in 2014. His responsibilities include overseeing the daily operations of the geotechnical, environmental and construction testing departments; preparation and review of reports; management of field and laboratory personnel; coordination of daily schedules; and administrative and marketing responsibilities. Midwest Engineering Services, Inc. Green Bay, WI, June 2012 to March 2014: Mr. Bray joined MES in June of 2012 upon graduation. As Project Manager in the Green Bay office, Mr. Bray was responsible for the daily management and technical oversight of the Construction Services Department. In addition, he also assisted in the Geotechnical Department by preparing reports and performing drill scheduling. Prior to joining MES, Mr. Bray gained 8 months of experience through a co-op with a consulting engineering firm based in Madison. His responsibilities included laboratory testing, concrete testing, and foundation subgrade evaluations. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Whitney Baumann Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; St. Norbert College – De Pere, WI, Environmental Science, 2021 Professional Registration/Certification Continuing Education and Short Courses Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, September 8, 2021 to present. Ms. Baumann was hired by PSI as a Staff Geologist in September of 2021. Her responsibilities include laboratory testing, concrete testing, foundation subgrade evaluations, classifying soil samples, and preparing geotechnical reports. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Marisa Leidig Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; University of Wisconsin - Madison, Geology and Geophysics, 2020 Professional Registration/Certification Continuing Education and Short Courses Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, April 18, 2022 to present. Ms. Leidig was hired by PSI as a Staff Geologist in April of 2022. Her responsibilities include laboratory testing, concrete testing, foundation subgrade evaluations, classifying soil samples, and preparing geotechnical reports. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Ross Domier Staff Geologist Kaukauna, Wisconsin Office Education and Special Training Bachelor of Science; University of North Dakota, Grand Forks, ND, Environmental Science, 2020 Professional Registration/Certification Continuing Education and Short Courses American Concrete Institute Field Testing Technician – Grade 1 Experience and Background Professional Service Industries, Inc. Kaukauna, Wisconsin, September 23, 2021 to present. Mr. Domier was hired by PSI as a Staff Geologist in September of 2021. His responsibilities include laboratory testing, concrete testing, foundation subgrade evaluations, classifying soil samples, and preparing geotechnical reports. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Kurt Deprey Drill Rig Operator/Engineering Technician Kaukauna, Wisconsin Office Education and Special Training Associate’s Degree; Northeast Wisconsin Technical College (NWTC), Engineering Technician Continuing Education and Short Courses American Concrete Institute Certification - Grade 1 Nuclear Density Gauge Operation Training – NWTC WisDOT Portland Cement Concrete Technician (PCCTEC-I/IA) Hazmat Radiation Safety Training – March 2015 Experience and Background Professional Service Industries, Inc.; Kaukauna, Wisconsin; April 2014 to Present Mr. Deprey’s responsibilities include operating drill rigs for geotechnical and environmental drilling projects, including drilling of landfills and hazardous waste sites. He is experienced in solid and hollow stem boring, mud rotary soil drilling, soil sampling by split-spoon and direct push methods, rock coring, air or mud rotary rock boring, grouting of bore holes, deep hollow stem auguring, and monitoring well installation to depths of 150 feet. Additional responsibilities include supervision of drilling activities, monitoring well development and abandonment, boring layout, checking utility locates, and maintenance of field equipment involving engine, hydraulic and electronic systems Midwest Engineering Services, Inc.; Green Bay, Wisconsin; 2011 to March 2014 Mr. Deprey’s responsibilities included sampling and testing of concrete, soils, and asphalt. He has also performed laboratory testing of aggregate, concrete, mortar, grout, and soils. In 2014, Mr. Deprey was promoted to Lead Driller. He is responsible for geotechnical drilling, expenses of crew, maintaining logs, records, and filing reports. Mr. Deprey also maintains the repairs to the drill rig, maintains maintenance records, vehicle inspections, and does preventative maintenance. DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA _________________________________________________Professional Service Industries, Inc. Summary of Qualifications Professional Service Industries, Inc. Aaron Deering Drill Rig Operator/Engineering Technician Kaukauna, Wisconsin Office Education and Special Training Continuing Education and Short Courses Nuclear Density Gauge Operation Training – PSI Experience and Background Professional Service Industries, Inc.; Kaukauna, Wisconsin; August 2020 to Present Mr. Deerings responsibilities include operating drill rigs for geotechnical and environmental drilling projects. He is experienced in solid and hollow stem boring, mud rotary soil drilling, soil sampling by split-spoon and direct push methods, rock coring, air or mud rotary rock boring, grouting of bore holes, deep hollow stem auguring, and monitoring well installation to depths of 150 feet. Additional responsibilities include supervision of drilling activities, monitoring well development and abandonment, boring layout, checking utility locates, and maintenance of field equipment involving engine, hydraulic and electronic systems DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA DocuSign Envelope ID: 0A4FCB36-3AE6-455D-AA70-88FE3ADCD9AA