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11/20/2018 Agreement
sJp:S...7°`;N% Kevin Madok, CPA •;o ... Clerk of the Circuit Court & Comptroller — Monroe County, Florida DATE: November 29, 2018 TO: Olympia Newton Engineering Services FROM: Pamela G. Hanc•011.C. SUBJECT: November 20 BOCC Meeting Enclosed is a duplicate original of Item G3, Contract with WSP USA, Inc., the highest ranked respondent for Engineering Design and Permitting Services for the Sea Level Rise Pilot Project, in the maximum not to exceed amount of $517,518.04 (including optional services in the amount of $17,800.00), for your handling. Should you have any questions, please feel free to contact me at (305) 292 -3550. Thank you. cc: County Attorney Finance File KEY WEST MARATHON PLANTATION KEY PK/ROTH BUILDING 500 Whitehead Street 3117 Overseas Highway 88820 Overseas Highway 50 High Point Road Key West, Florida 33040 Marathon, Florida 33050 Plantation Key, Florida 33070 Plantation Key, Florida 33070 305 - 294 -4641 305 - 289 -6027 305 - 852 -7145 305 -852 -7145 _ 1 AGREEMENT FOR ENGINEERING DESIGN AND PERMITTING FOR SEA LEVEL RISE ROADWAY AND DRAINAGE PILOT PROJECT (KEY LARGO AND BIG PINE KEY) This Agreement ( "Agreement ") made and entered into thisd day of ( 110CY, 20 1 ) by and between Monroe County, a political subdivision of the State of Florida, whose address is 1100 Simonton Street, Key West, Florida, 33040, its successors and assigns, hereinafter referred to as "COUNTY," through the Monroe County Board of County Commissioners ( "BOCC "), AND WSP USA, Inc., a Corporation of the State of New York, whose address is 7650 Corporate Center Drive, Suite 300, Miami, Florida 33126 its successors and assigns, hereinafter referred to as "CONSULTANT ", WITNESSETH: WHEREAS, COUNTY desires to employ the professional services of CONSULTANT for engineering design and permitting services for the Sea Level Rise Roadway and Drainage Pilot Project; and WHEREAS, CONSULTANT has agreed to provide professional services which shall include but not be limited to engineering design and permitting services for the Sea Level Rise Roadway and Drainage Pilot Project, which services shall collectively be referred to as the "Project "; NOW, THEREFORE, in consideration of the mutual promises, covenants and agreements stated herein, and for other good and valuable consideration, the sufficiency of which is hereby acknowledged, COUNTY and CONSULTANT agree as follows: FORM OF AGREEMENT ARTICLE 1 1.1 REPRESENTATIONS AND WARRANTIES By executing this Agreement, CONSULTANT /CONSULTANT makes the following express representations and warranties to the COUNTY: 1.1.1 The CONSULTANT shall maintain all necessary licenses, permits or other authorizations necessary to act as CONSULTANT for the Project until the CONSULTANT'S duties hereunder have been fully satisfied; -1- 1.1.2 The CONSULTANT has become familiar with the Project site and the local conditions under which the Work is to be completed. 1.1.3 The CONSULTANT shall prepare all documentation required by this Agreement in such a manner that they shall be accurate, coordinated and adequate for use in verifying work completed and shall be in conformity and comply with all applicable law, codes and regulations. The CONSULTANT warrants that the documents prepared as a part of this Agreement will be adequate and sufficient to document costs in a manner that is acceptable for reimbursement by government agencies, therefore eliminating any additional cost due to missing or incorrect information; 1.1.4 The CONSULTANT assumes full responsibility to the extent allowed by law with regards to his performance and those directly under his employ. 1.1.5 The CONSULTANT'S services shall be performed as expeditiously as is consistent with professional skill and care and the orderly progress of the Project. In providing all services pursuant to this agreement, the CONSULTANT shall abide by all statutes, ordinances, rules and regulations pertaining to, or regulating the provisions of such services, including those now in effect and hereinafter adopted. Any violation of said statutes, ordinances, rules and regulations shall constitute a material breach of this agreement and shall entitle the Board to terminate this contract immediately upon delivery of written notice of termination to the CONSULTANT. 1.1.6 At all times and for all purposes under this agreement the CONSULTANT is an independent CONSULTANT and not an employee of the Board of County Commissioners for Monroe County. No statement contained in this agreement shall be construed so as to find the CONSULTANT or any of his /her employees, CONSULTANTs, servants, or agents to be employees of the Board of County Commissioners for Monroe County. 1.1.7 The CONSULTANT shall not discriminate against any person on the basis of race, creed, color, national origin, sex, age, or any other characteristic or aspect which is • not job related, in its recruiting, hiring, promoting, terminating, or any other area affecting employment under this agreement or with the provision of services or goods under this agreement. 1.1.8 The CONSULTANT shall complete the scope of services no later than 15 months (including 6 month permit phase) from Notice to Proceed. ARTICLE II SCOPE OF BASIC SERVICES 2.1 DEFINITION CONSULTANT'S Scope of Basic Services consist of those described in Attachment A. The CONSULTANT shall commence work on the services provided for in this Agreement promptly upon his receipt of a written notice to proceed from the COUNTY. -2- 2.2 CORRECTION OF ERRORS, OMISSIONS, DEFICIENCIES The CONSULTANT shall, without additional compensation, promptly correct any errors, omissions, deficiencies, or conflicts in the work product of the CONSULTANT or its subconsultants, or both. 2.3 NOTICE REQUIREMENT All written correspondence to the COUNTY shall be dated and signed by an authorized representative of the CONSULTANT. Any notice required or permitted under this agreement shall be in writing and hand delivered or mailed, postage pre -paid, to the COUNTY by certified mail, return receipt requested, to the following: For the County: Ms. Judith Clarke, PE Director of Engineering Services Monroe County 1100 Simonton Street, Room 2 -216 Key West, Florida 33040 And: Mr. Roman Gastesi, Jr. Monroe County Administrator 1100 Simonton Street, Room 2 -205 Key West, Florida 33040 For the Consultant: Mr. Ronald Colas, PE, SI WSP USA, Inc. 7650 Corporate Center Drive, Suite 300 Miami, Florida 33126 ARTICLE III ADDITIONAL SERVICES 3.1 Additional services are services not included in the Scope of Basic Services. Should the COUNTY require additional services they shall be paid for by the COUNTY at rates or fees negotiated at the time when services are required, but only if approved by the COUNTY before commencement. 3.2 If Additional Services are required the COUNTY shall issue a letter requesting and describing the requested services to the CONSULTANT. The CONSULTANT shall respond with a fee proposal to perform the requested services. Only after receiving an amendment to the Agreement and a notice to proceed from the COUNTY, shall the CONSULTANT proceed with the Additional Services. -3- ARTICLE IV COUNTY'S RESPONSIBILITIES 4.1 The COUNTY shall provide full information regarding requirements for the Project including physical location of work, county maintained roads, maps. 4.2 The COUNTY shall designate a representative to act on the COUNTY's behalf with respect to the Project. The COUNTY or its representative shall render decisions in a timely manner pertaining to documents submitted by the CONSULTANT in order to avoid unreasonable delay in the orderly and sequential progress of the CONSULTANT'S services. 4.3 Prompt written notice shall be given by the COUNTY and its representative to the CONSULTANT if they become aware of any fault or defect in the Project or non- conformance with the Agreement Documents. Written notice shall be deemed to have been duly served if sent pursuant to paragraph 2.3. 4.4 The COUNTY shall furnish the required information and services and shall render approvals and decisions as expeditiously as necessary for the orderly progress of the CONSULTANT'S services and work of the CONSULTANT. 4.5 The COUNTY's review of any documents prepared by the CONSULTANT or its subconsultants shall be solely for the purpose of determining whether such documents are generally consistent with the COUNTY's criteria, as, and if, modified. No review of such documents shall relieve the CONSULTANT of responsibility for the accuracy, adequacy, fitness, suitability or coordination of its work product. 4.6 The COUNTY shall provide copies of necessary documents required to complete the work. 4.7 Any information that may be of assistance to the CONSULTANT that the COUNTY has immediate access to will be provided as requested. ARTICLE V INDEMNIFICATION AND HOLD HARMLESS 5.1 The CONSULTANT covenants and agrees to indemnify and hold harmless COUNTY /Monroe County and Monroe County Board of County Commissioners, its officers and employees from liabilities, damages, losses and costs, including but not limited to, reasonable attorneys' fees, to the extent caused by the negligence, recklessness, or intentional wrongful conduct of the CONSULTANT, subCONSULTANT(s) and other persons employed or utilized by the CONSULTANT in the performance of the contract. 5.2 The first ten dollars ($10.00) of remuneration paid to the CONSULTANT is for the indemnification provided for above. The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements contained elsewhere within this agreement. Should any claims be asserted against the COUNTY by virtue of any deficiency or ambiguity in the plans and specifications provided by the -4- CONSULTANT, the CONSULTANT agrees and warrants that he shall hold the COUNTY harmless and shall indemnify him from all losses occurring thereby and shall further defend any claim or action on the COUNTY'S behalf. 5.3 In the event the completion of the project (to include the work of others) is delayed or suspended as a result of the CONSULTANT'S failure to purchase or maintain the required insurance, the CONSULTANT shall indemnify COUNTY from any and all increased expenses resulting from such delays. Should any claims be asserted against COUNTY by virtue of any deficiencies or ambiguity in the plans' and specifications provide by the CONSULTANT the CONSULTANT agrees and warrants that CONSULTANT hold the COUNTY harmless and shall indemnify it from all losses occurring thereby and shall further defend any claims or action on the COUNTY'S behalf. 5.4 The extent of liability is in no way limited to, reduced or lessened by the insurance requirements contained elsewhere within the Agreement. 5.5 This indemnification shall survive the expiration or early termination of the Agreement. ARTICLE VI PERSONNEL 6.1 PERSONNEL The CONSULTANT shall assign only qualified personnel to perform any service concerning the project. ARTICLE VII COMPENSATION 7.1 PAYMENT SUM 7.1.1 The COUNTY shall pay the CONSULTANT monthly in current funds for the CONSULTANT'S performance of this Agreement the Total Not to Exceed Amount of $517,518.04 (five hundred seventeen thousand five hundred eighteen dollars and four cents) estimated as follows: Consultant Scope Maximum Not To Exceed Amount WSP USA, Inc (Roadway, Drainage, Structural, PM) $311,927.63 Subconsultants (Lump Sum Amounts): Bermello, Ajamil & Partners (SFWMD, FDEP, FWC Permitting) $26,750.00 A &P Consulting Engineers (Pump Station, Electrical Design) $66,279.31 Terracon Consultants, Inc.(Geotechnical Engineering) $22,551.00 Longitude Surveyors (Land Surveying) $54,000.00 Cummins Cederberg, Inc. (Environmental Wetlands Permitting) $18,210.10 Contract Total without Optional Services $499,718.04 Optional Services: Erin L. Deady, P.A. (Public Involvement) $17,800.00 Total Contract Amount $517,518.04 -5- 7.2 PAYMENTS 7.2.1 For its assumption and performances of the duties, obligations and responsibilities set forth herein, the CONSULTANT shall be paid monthly. Payment will be made pursuant to the Local Government Prompt Payment Act 218.70, Florida Statutes. (A) If the CONSULTANT'S duties, obligations and responsibilities are materially changed by amendment to this Agreement after execution of this Agreement, compensation due to the CONSULTANT shall be equitably adjusted, either upward or downward; (B) As a condition precedent for any payment due under this Agreement, the CONSULTANT shall submit monthly, unless otherwise agreed in writing by the COUNTY, a proper invoice to COUNTY requesting payment for services properly rendered and reimbursable expenses due hereunder. The CONSULTANT'S invoice shall describe with reasonable particularity the service rendered. The CONSULTANT'S invoice shall be accompanied by such documentation or data in support of expenses for which payment is sought as the COUNTY may require. 7.3 REIMBURSABLE EXPENSES 7.3.1 Reimbursable expenses include expenses incurred by the CONSULTANT in the interest of the project: a. Expenses of transportation submitted by CONSULTANT, in writing, and living expenses in connection with travel authorized by the COUNTY, in writing, but only to the extent and in the amounts authorized by Section 112.061, Florida Statutes; b. Cost of reproducing maps or drawings or other materials used in performing the scope of services; c. Postage and handling of reports; 7.4 BUDGET 7.4.1 The CONSULTANT may not be entitled to receive, and the COUNTY is not obligated to pay, any fees or expenses in excess of the amount budgeted for this contract in each fiscal year (October 1 - September 30) by COUNTY's Board of County Commissioners. The budgeted amount may only be modified by an affirmative act of the COUNTY's Board of County Commissioners. 7.4.2 The COUNTY's performance and obligation to pay under this Agreement is contingent upon an annual appropriation by the Board of County Commissioners and the approval of the Board members at the time of contract initiation and its duration. -6- ARTICLE VIII INSURANCE 8.1 The CONSULTANT shall obtain insurance as specified and maintain the required insurance at all times that this Agreement is in effect. In the event the completion of the project (to include the work of others) is delayed or suspended as a result of the CONSULTANT'S failure to purchase or maintain the required insurance, the CONSULTANT shall indemnify the COUNTY from any and all increased expenses resulting from such delay. 8.2 The coverage provided herein shall be provided by an insurer with an A.M. Best rating of VI or better, that is licensed to business in the State of Florida and that has an agent for service of process within the State of Florida. The coverage shall contain an endorsement providing sixty (60) days notice to the COUNTY prior to any cancellation of said coverage. Said coverage shall be written by an insurer acceptable to the COUNTY and shall be in a form acceptable to the COUNTY. 8.3 CONSULTANT shall obtain and maintain the following policies: A. Workers' Compensation insurance as required by the State of Florida, sufficient to respond to Florida Statute 440. B. Employers Liability Insurance with limits of $100,000 per Accident, $500,000 Disease, policy limits, $100,000 Disease each employee. C. Comprehensive business automobile and vehicle liability insurance covering claims for injuries to members of the public and /or damages to property of others arising from use of motor vehicles, including onsite and offsite operations, and owned, hired or non -owned vehicles, with $50,000 per person, $100,000 per Occurrence, $25,000 Property Damage or $100,000 combined single limit. D. Commercial general liability, including Personal Injury Liability, covering claims for injuries to members of the public or damage to property of others arising out of any covered act or omission of the CONSULTANT or any of its employees, agents or subCONSULTANTs or subconsultants, including Premises and /or Operations, Products and Completed Operations, Independent CONSULTANTs; Broad Form Property Damage and a Blanket Contractual Liability Endorsement with $500,000 Combined Single Limit. An Occurrence Form policy is preferred. If coverage is changed to or provided on a Claims Made policy, its provisions should include coverage for claims filed on or after the effective date of this contract. In addition, the period for which claims may be reported must extend for a minimum of 48 months following the termination or expiration of this contract. -7- E. Professional liability insurance of $300,000 per occurrence and $500,000 annual aggregate. If the policy is a "claims made" policy, CONSULTANT shall maintain coverage or purchase a "tail" to cover claims made after completion of the project to cover the statutory time limits in Chapter 95 of the Florida Statutes. F. COUNTY shall be named as an additional insured with respect to CONSULTANT'S liabilities hereunder in insurance coverages identified in Paragraphs C and D. G. CONSULTANT shall require its subconsultants to be adequately insured at least to the limits prescribed above, and to any increased limits of CONSULTANT if so required by COUNTY during the term of this Agreement. COUNTY will not pay for increased limits of insurance for subconsultants. H. CONSULTANT shall provide to the COUNTY certificates of insurance or a copy of all insurance policies including those naming the COUNTY as an additional insured. The COUNTY reserves the right to require a certified copy of such policies upon request. I. If the CONSULTANT participates in a self- insurance fund, a Certificate of Insurance will be required. In addition, the CONSULTANT may be required to submit updated financial statements from the fund upon request from the COUNTY. ARTICLE IX MISCELLANEOUS 9.1 SECTION HEADINGS Section headings have been inserted in this Agreement as a matter of convenience of reference only, and it is agreed that such section headings are not a part of this Agreement and will not be used in the interpretation of any provision of this Agreement. 9.2 OWNERSHIP OF THE PROJECT DOCUMENTS The documents prepared by the CONSULTANT for this Project belong to the COUNTY and may be reproduced and copied without acknowledgement or permission of the CONSULTANT. 9.3 SUCCESSORS AND ASSIGNS The CONSULTANT shall not assign or subcontract its obligations under this agreement, except in writing and with the prior written approval of the Board of County Commissioners for Monroe County and the CONSULTANT, which approval shall be subject to such conditions and provisions as the Board may deem necessary. This paragraph shall be incorporated by reference into any assignment or subcontract and any assignee or subCONSULTANT shall comply with all of the -8- provisions of this agreement. Subject to the provisions of the immediately preceding sentence, each party hereto binds itself, its successors, assigns and legal representatives to the other and to the successors, assigns and legal representatives of such other party. 9.4 NO THIRD PARTY BENEFICIARIES Nothing contained herein shall create any relationship, contractual or otherwise, with or any rights in favor of, any third party. 9.5 TERMINATION A. In the event that the CONSULTANT shall be found to be negligent in any aspect of service, the COUNTY shall have the right to terminate this agreement after five days written notification to the CONSULTANT. B. Either of the parties hereto may cancel this Agreement without cause by giving the other party thirty (30) days written notice of its intention to do so. C. Termination for Cause and Remedies: In the event of breach of any contract terms, the COUNTY retains the right to terminate this Agreement. The COUNTY may also terminate this agreement for cause with CONSULTANT should CONSULTANT fail to perform the covenants herein contained at the time and in the manner herein provided. In the event of such termination, prior to termination, the COUNTY shall provide CONSULTANT with five (5) calendar days' notice and provide the CONSULTANT with an opportunity to cure the breach that has occurred. If the breach is not cured, the Agreement will be terminated for cause. If the COUNTY terminates this agreement with the CONSULTANT, COUNTY shall pay CONSULTANT the sum due the CONSULTANT under this agreement prior to termination, unless the cost of completion to the COUNTY exceeds the funds remaining in the contract; however, the COUNTY reserves the right to assert and seek an offset for damages caused by the breach. The maximum amount due to CONSULTANT shall not in any event exceed the spending cap in this Agreement. In addition, the COUNTY reserves all rights available to recoup monies paid under this Agreement, including the right to sue for breach of contract and including the right to pursue a claim for violation of the COUNTY's False Claims Ordinance, located at Section 2 -721 et al. of the Monroe County Code. D. Termination for Convenience: The COUNTY may terminate this Agreement for convenience, at any time, upon thirty (30) days' notice to CONSULTANT. The COUNTY may also terminate this agreement for cause with CONSULTANT should CONSULTANT fail to perform the covenants herein contained at the time and in the manner herein provided. If the COUNTY terminates this agreement with the CONSULTANT, COUNTY shall pay CONSULTANT the sum due the CONSULTANT under this agreement prior to termination, unless the cost of completion to the COUNTY exceeds the funds remaining in the contract. The maximum amount due to CONSULTANT shall not exceed the spending cap in this Agreement. In addition, the COUNTY reserves all rights -9- available to recoup monies paid under this Agreement, including the right to sue for breach of contract and including the right to pursue a claim for violation of the COUNTY's False Claims Ordinance, located at Section 2 -721 et al. of the Monroe County Code. E. For Contracts of any amount, if the County determines that the Contractor /Consultant has submitted a false certification (Attachment C) under Section 287.135(5), Florida Statutes or has been placed on the Scrutinized Companies that Boycott . Israel List, or is engaged in a boycott of Israel, the County shall have the option of (1) terminating the Agreement after it has given the Contractor /Consultant written notice and an opportunity to demonstrate the agency's determination of false certification was in error pursuant to Section 287.135(5)(a), Florida Statutes, or (2) maintaining the Agreement if the conditions of Section 287.135(4), Florida Statutes, are met. For Contracts of $1,000,000 or more, if the County determines that the Contractor /Consultant submitted a false certification under Section 287.135(5), Florida Statutes, or if the Contractor /Consultant has been placed on the Scrutinized Companies with Activities in the Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or been engaged in business operations in Cuba or Syria, the County shall have the option of (1) terminating the Agreement after it has given the Contractor /Consultant written notice and an opportunity to demonstrate the agency's determination of false certification was in error pursuant to Section 287.135(5)(a), Florida Statutes, or (2) maintaining the Agreement if the conditions of Section 287.135(4), Florida Statutes, are met. ' 9.6 CONTRACT DOCUMENTS This contract consists of the Request for Qualifications, any addenda, the Form of Agreement (Articles I -IX), the CONSULTANT'S response to the RFQ, the documents referred to in the Form of Agreement as a part of this Agreement, and Attachments A, B (including Attachment 1 -3) and C, and modifications made after execution by written amendment. In the event of any conflict between any of the Contract documents, the one imposing the greater burden on the CONSULTANT will control. 9.7 PUBLIC ENTITIES CRIMES A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on contracts to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to public entity, may not be awarded or perform work as a CONSULTANT, supplier, subcontractor, or subconsultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017 of the Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. -10- By signing this Agreement, CONSULTANT represents that the execution of this Agreement will not violate the Public Entity Crimes Act (Section 287.133, Florida Statutes). Violation of this section shall result in termination of this Agreement and recovery of all monies paid hereto, and may result in debarment from COUNTY's competitive procurement activities. In addition to the foregoing, CONSULTANT further represents that there has been no determination, based on an audit, that it or any subconsultant has committed an act defined by Section 287.133, Florida Statutes, as a "public entity crime" and that it has not been formally charged with committing an act defined as a "public entity crime" regardless of the amount of money involved or whether CONUSULTANT has been placed on the convicted vendor list. CONSULTANT will promptly notify the COUNTY if it or any subcontractor or subconsultant is formally charged with an act defined as a "public entity crime" or has been placed on the convicted vendor list. 9.8 MAINTENANCE OF RECORDS CONSULTANT shall maintain all books, records, and documents directly pertinent to performance under this Agreement in accordance with generally accepted accounting principles consistently applied. Records shall be retained for a period of five years from the termination of this agreement. Each party to this Agreement or its authorized representatives shall have reasonable and timely access to such records of each other party to this Agreement for public records purposes during the term of the Agreement and for four years following the termination of this Agreement. If an auditor employed by the COUNTY or Clerk determines that monies paid to CONSULTANT pursuant to this Agreement were spent for purposes not authorized by this Agreement, or were wrongfully retained by the CONSULTANT, the CONSULTANT shall repay the monies together with interest calculated pursuant to Sec. 55.03, of the Florida Statutes, running from the date the monies were paid by the COUNTY. 9.9 GOVERNING LAW, VENUE, INTERPRETATION, COSTS, AND FEES This Agreement shall be governed by and construed in accordance with the laws of the State of Florida applicable to contracts made and to be performed entirely in the State. In the event that any cause of action or administrative proceeding is instituted for the enforcement or interpretation of this Agreement, COUNTY and CONSULTANT agree that venue shall lie in the 16th Judicial Circuit, Monroe County, Florida, in the appropriate court or before the appropriate administrative body. This agreement shall not be subject to arbitration. Mediation proceedings initiated and conducted pursuant to this Agreement shall be in accordance with the Florida Rules of Civil Procedure and usual and customary procedures required by the circuit court of Monroe County. 9.10 SEVERABILITY If any term, covenant, condition or provision of this Agreement (or the application thereof to any circumstance or person) shall be declared invalid or unenforceable to -11- any extent by a court of competent jurisdiction, the remaining terms, covenants, conditions and provisions of this Agreement, shall not be affected thereby; and each remaining term, covenant, condition and provision of this Agreement shall be valid and shall be enforceable to the fullest extent permitted by law unless the enforcement of the remaining terms, covenants, conditions and provisions of this Agreement would prevent the accomplishment of the original intent of this Agreement. The COUNTY and CONSULTANT agree to reform the Agreement to replace any stricken provision with a valid provision that comes as close as possible to the intent of the stricken provision. 9.11 ATTORNEY'S FEES AND COSTS The COUNTY and CONSULTANT agree that in the event any cause of action or administrative proceeding is initiated or defended by any party relative to the enforcement or interpretation of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees, court costs, investigative, and out -of- pocket expenses, as an award against the non - prevailing party, and shall include attorney's fees, courts costs, investigative, and out -of- pocket expenses in appellate proceedings. 9.12 BINDING EFFECT The terms, covenants, conditions, and provisions of this Agreement shall bind and inure to the benefit of the COUNTY and CONSULTANT and their respective legal representatives, successors, and assigns. 9.13 AUTHORITY Each party represents and warrants to the other that the execution, delivery and performance of this Agreement have been duly authorized by all necessary County and corporate action, as required by law. 9.14 CLAIMS FOR FEDERAL OR STATE AID CONSULTANT and COUNTY agree that each shall be, and is, empowered to apply for, seek, and obtain federal and state funds to further the purpose of this Agreement. Any conditions imposed as a result of funding that effect the Project will be provided to each party. 9.15 ADJUDICATION OF DISPUTES OR DISAGREEMENTS COUNTY and CONSULTANT agree that all disputes and disagreements shall be attempted to be resolved by meet and confer sessions between representatives of each of the parties. If the issue or issues are still not resolved to the satisfaction of the parties, then any party shall have the right to seek such relief or remedy as may be provided by this Agreement or by Florida law.This provisions does not negate or waive the provisions of paragraph 9.5 concerning termination or cancellation. 9.16 COOPERATION In the event any administrative or legal proceeding is instituted against either party -12- relating to the formation, execution, performance, or breach of this Agreement, COUNTY and CONSULTANT agree to participate, to the extent required by the other party, in all proceedings, hearings, processes, meetings, and other activities related to the substance of this Agreement or provision of the services under this Agreement. COUNTY and CONSULTANT specifically agree that no party to this Agreement shall be required to enter into any arbitration proceedings related to this Agreement. 9.17 NONDISCRIMINATION /EQUAL EMPLOYMENT OPPORTUNITY The parties agree that there will be no discrimination against any person, and it is expressly understood that upon a determination by a court of competent jurisdiction that discrimination has occurred, this Agreement automatically terminates without any further action on the part of any party, effective the date of the court order. The parties agree to comply with all Federal and Florida statutes, and all local ordinances, as applicable, relating to nondiscrimination. These include but are not limited to: 1) Title VII of the Civil Rights Act of 1964 (PL 88 -352), which prohibit discrimination in employment on the basis of race, color, religion, sex, and national origin; 2) Title IX of the Education Amendment of 1972, as amended (20 USC §§ 1681 -1683, and 1685 - 1686), which prohibits discrimination on the basis of sex; 3) Section 504 of the Rehabilitation Act of 1973, as amended (20 USC § 794), which prohibits discrimination on the basis of handicaps; 4) The Age Discrimination Act of 1975, as amended (42 USC §§ 6101 - 6107), which prohibits discrimination onthe basis of age; 5) The Drug Abuse Office and Treatment Act of 1972 (PL 92- 255), as amended, relating to nondiscrimination on the basis of drug abuse; 6) The Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (PL 91 -616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; 7) The Public Health Service Act of 1912, , §§ 523 and 527 (42 USC §§ 690dd -3 and 290ee -3), as amended, relating to confidentiality of alcohol and drug abuse patient records; 8) Title VIII of the Civil Rights Act of 1968 (42 USC §§ 3601 et seq.), as amended, relating to nondiscrimination in the sale, rental or financing of housing; 9) The Americans with Disabilities Act of 1990 (42 USC §§ 1201), as amended from time to time, relating to nondiscrimination in employment on the basis of disability; 10) Monroe County Code Chapter 14, Article II, which prohibits discrimination on the basis of race, color, sex, religion, national origin, ancestry, sexual orientation, gender identity or expression, familial status or age; and 11) any other nondiscrimination provisions in any federal or state statutes which may apply to the parties to, or the subject matter of, this Agreement. During the performance of this Agreement, the CONSULTANT, in accordance with Equal Employment Opportunity (30 Fed. Reg. 12319, 12935, 3 C.F.R. Part, 1964 -1965 Comp., p. 339), as amended by Executive Order 11375, Amending Executive Order 11246 Relating to Equal Employment Opportunity, and implementing regulations at 41C.F.R. Part 60 (Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor). See 2 C.F.R. Part 200, Appendix II, ¶ C, agrees as follows:. 1). The CONSULTANT will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexua -13- orientation, gender identity, or national origin. The CONSULTANT will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The CONSULTANT agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. 2).The CONSULTANT will, in all solicitations or advertisements for employees placed by or on behalf of the CONSULTANT, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. 3).The CONSULTANT will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the CONSULTANT's legal duty to furnish information. 4).The CONSULTANT will send to each labor union or representative of workers with which it has a collective bargaining agreement or other . contract or understanding, a notice to be provided by the agency contracting officer, advising the labor union or workers' representative of the CONSULTANT's commitments under section 202 of Executive Order 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 5).The CONSULTANT will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 6).The CONSULTANT will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of -14- investigation to ascertain compliance with such rules, regulations, and orders. 7),In the event of the CONSULTANT's non - compliance with the nondiscrimination clauses of this contract or with any of such rules, regulations, or orders, this contract may be canceled, terminated or suspended in whole or in part and the CONSULTANT may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 9.18 COVENANT OF NO INTEREST CONSULTANT and COUNTY covenant that neither presently has any interest, and shall not acquire any interest, which would conflict in any manner or degree with its performance under this Agreement, and that only interest of each is to perform and receive benefits as recited in this Agreement. 9.19 CODE OF ETHICS COUNTY agrees that officers and employees of the COUNTY recognize and will be required to comply with the standards of conduct for public officers and employees as delineated in Section 112.313, Florida Statutes, regarding, but not limited to, solicitation or acceptance of gifts; doing business with one's agency; unauthorized compensation; misuse of public position, conflicting employment or contractual relationship; and disclosure or use of certain information. 9.20 NO SOLICITATION /PAYMENT The CONSULTANT and COUNTY warrant that, in respect to itself, it has neither employed nor retained any company or person, other than a bona fide employee working solely for it, to solicit or secure this Agreement and that it has not paid or agreed to pay any person, company, corporation, individual, or firm, other than a bona fide employee working solely for it, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of the provision, the CONSULTANT agrees that the COUNTY shall have the right to terminate this Agreement without liability and, at its discretion, to offset from monies owed, or otherwise recover, the full amount of such fee, commission, percentage, gift, or consideration. 9.21 PUBLIC ACCESS. Public Records Compliance. CONSULTANT must comply with Florida public records laws, including but not limited to Chapter 119, Florida Statutes and Section 24 of article I of the Constitution of Florida. The County and CONSULTANT shall allow and permit reasonable access to, and inspection of, all documents, records, papers, letters or other "public record" materials in its possession or under its -15- control subject to the provisions of Chapter 119, Florida Statutes, and made or received by the County and CONSULTANT in conjunction with this contract and related to contract performance. The County shall have the right to unilaterally cancel this contract upon violation of this provision by the CONSULTANT. Failure of the CONSULTANT to abide by the terms of this provision shall be deemed a material breach of this contract and the County may enforce the terms of this provision in the form of_a court proceeding and shall, as a prevailing party, be entitled to reimbursement of all attorney's fees and costs associated with that proceeding. This provision shall survive any termination or expiration of the contract. The CONSULTANT is encouraged to consult with its advisors about Florida Public Records Law in order to comply with this provision. Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the CONSULTANT is required to: (1) Keep and maintain public records that would be required by the County to perform the service. (2) Upon receipt from the County's custodian of records, provide the County with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the CONSULTANT does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the CONSULTANT or keep and maintain public records that would be required by the County to perform the service. If the CONSULTANT transfers all public records to the County upon completion of the contract, the CONSULTANT shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the CONSULTANT keeps and maintains public records upon completion of the contract, the CONSULTANT shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the County, upon request from the County's custodian of records, in a format that is compatible with the information technology systems of the County. (5) A request to inspect or copy public records relating to a County contract must be made directly to the County, but if the County does not possess the requested records, the County shall immediately notify the CONSULTANT of the request, and the CONSULTANT must provide the records to the County or allow the records to be inspected or copied within a reasonable time. If the CONSULTANT does not comply with the County's request for records, the County shall enforce the public records contract provisions in accordance with the contract, notwithstanding the County's option and right to unilaterally cancel this contract upon violation of this provision by the CONSULTANT. A CONSULTANT who fails to provide the public records to the County or pursuant to a valid public records request within a- reasonable time may be subject to penalties under section119.10, Florida Statutes. The CONSULTANT shall not transfer custody, release, alter, destroy or otherwise -16- dispose of any public records unless or otherwise provided in this provision or as otherwise provided by law. IF THE CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY AT PHONE# 305 - 292 -3470 BRADLEY-BRIAN(&,MONROECOUNTY- FL.GOV, MONROE COUNTY ATTORNEY'S OFFICE 1111 12TH . Street, SUITE 408, KEY WEST, FL 33040. 9.22 NON - WAIVER OF IMMUNITY Notwithstanding the provisions of Sec. 768.28, Florida Statutes, the participation of the CONSULTANT and the COUNTY in this Agreement and the acquisition of any commercial liability insurance coverage, self- insurance coverage, or local government liability insurance pool coverage shall not be deemed a waiver of immunity to the extent of liability coverage, nor shall any contract entered into by the COUNTY be required to contain any provision for waiver. 9.23 PRIVILEGES AND IMMUNITIES All of the privileges and immunities from liability, exemptions from laws, ordinances, and rules and pensions and relief, disability, workers' compensation, and other benefits which apply to the activity of officers, agents, or employees of any public agents or employees of the COUNTY, when performing their respective functions under this Agreement within the territorial limits of the COUNTY shall apply to the same degree and extent to the performance of such functions and duties of such officers, agents, volunteers, or employees outside the territorial limits of the COUNTY. 9:24 LEGAL OBLIGATIONS AND RESPONSIBILITIES Non - Delegation of Constitutional or Statutory Duties. This Agreement is not intended to, nor shall it be construed as, relieving any participating entity from any obligation or responsibility imposed upon the entity by law except to the extent of actual and timely performance thereof by any participating entity, in which case the performance may be offered in satisfaction of the obligation or responsibility. Further, this Agreement is not intended to, nor shall it be construed as, authorizing the delegation of the constitutional or statutory duties of the COUNTY, except to the extent permitted by the Florida constitution, state statute, and case law. 9.25 NON - RELIANCE BY NON - PARTIES No person or entity shall be entitled to rely upon the terms, or any of them, of this Agreement to enforce or attempt to enforce any third -party claim or entitlement to or benefit of any service or program contemplated hereunder, and the CONSULTANT and the COUNTY agree that neither the CONSULTANT nor the COUNTY or any -17- agent, officer, or employee of either shall have the authority to inform, counsel, or otherwise indicate that any particular individual or group of individuals, entity or entities, have entitlements or benefits under this Agreement separate and apart, inferior to, or superior to the community in general or for the purposes contemplated in this Agreement. 9.26 ATTESTATIONS AND TRUTH IN NEGOTIATION CONSULTANT agrees to execute such documents as COUNTY may reasonably require, including a Public Entity Crime Statement, an Ethics Statement, and a Drug -Free Workplace Statement. Signature of this Agreement by CONSULTANT shall act as the execution of a truth in negotiation certificate stating that wage rates and other factual unit costs supporting the compensation pursuant to the Agreement are accurate, complete, and current at the time of contracting. The Original contract price and any additions thereto shall be adjusted to exclude any significant sums by which the agency determines the contract price was increased due to inaccurate, incomplete, or concurrent wage rates and other factual unit costs. All such adjustments must be made within one year following the end of the Agreement. 9.27 NO PERSONAL LIABILITY No covenant or agreement contained herein shall be deemed to be a covenant or agreement of any member, officer, agent or employee of Monroe County in his or her individual capacity, and no member, officer, agent or employee of Monroe County shall be liable personally on this Agreement or be subject to any personal liability or accountability by reason of the execution of this Agreement. 9.28 EXECUTION IN COUNTERPARTS This Agreement may be executed in any number of counterparts, each of which shall be regarded as an original, all of which taken together shall constitute one and the same instrument and any of the parties hereto may execute this Agreement by signing any such counterpart. 9.29 FEDERAL CONTRACT REQUIREMENTS The CONSULTANT and /or CONTRACTOR and its Subcontractors must follow the provisions, as applicable, as set forth in 2 C.F.R. §200.326 Contract provisions and Appendix II to 2 C.F.R. Part 200, as amended, including but not limited to: 9.29.1 Davis -Bacon Act, as amended (40 U.S.C. § §3141- 3148). When required by Federal program legislation, which includes emergency Management Preparedness Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and Transit Security Grant Program, all prime construction contracts in excess of $2,000 awarded by non - Federal entities must comply with the Davis -Bacon Act (40 U.S.C. § §3141 -3144, and § §3146 -3148) as supplemented by Department of Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction "). In accordance with the -18- statute, CONSULTANTs must be required to pay wages to laborers and mechanics at a rate not Tess than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, CONSULTANTs must be required to pay wages not Tess than once a week. If applicable, the COUNTY must place a current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The COUNTY must report all suspected or reported violations to the Federal awarding agency. When required by Federal program legislation, which includes emergency Management Preparedness Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and Transit Security Grant Program (it does not apply to other FEMA grant and cooperative agreement programs, including the Public Assistance Program), the CONSULTANTs must also comply with the Copeland "Anti- Kickback" Act (40 U.S.C. § 3145), as supplemented by Department of Labor regulations (29 CFR Part 3, "CONSULTANTs and SubCONSULTANTs on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from ( the United States "). As required by the Act, each CONSULTANT or subrecipient is prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The COUNTY must report all suspected or reported violations to the Federal awarding agency. (1) CONSULTANT. The CONSULTANT shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this contract. (2) Subcontracts. The CONSULTANT or subCONSULTANT shall insert in any subcontracts the clause above and such other clauses as the FEMA may by appropriate instructions require, and also a clause requiring the subCONSULTANTs to include these clauses in any lower tier subcontracts. The prime CONSULTANT shall be responsible for the compliance by any subCONSULTANT or lower tier subCONSULTANT with all of these contract clauses. (3) Breach. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as a CONSULTANT and subCONSULTANT as provided in 29 C.F.R. § 5.12. 9.29.2 Contract Work Hours and Safety Standards Act (40 U.S.C. 3701 - 3708). Where applicable, which includes all FEMA grant and cooperative agreement programs, all contracts awarded by the COUNTY in excess of $100,000 that involve the employment of mechanics or laborers must comply with 40 U.S.C. §§ 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. §3702 of the Act, each CONSULTANT must compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not Tess than one and a half times the basic rate of pay -19- for all hours worked in excess of 40 hours in the work week. The requirements of, 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. 9.29.3 Rights to Inventions Made Under a Contract or Agreement. If the Federal award meets the definition of "funding agreement" under 37 CFR §401.2 (a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that "funding agreement," the recipient or subrecipient must comply with the requirements of 37 CFR Part 401, "Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency. 9.29.4 Clean Air Act (42 U.S.C. 7401- 7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251 - 1387). CONSULTANT agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. § §7401- 7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. § §1251 -1387) and will reports violations to FEMA and the Regional Office of the Environmental Protection Agency (EPA). The Clean Air Act (42 U.S.C. 7401 - 7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251 - 1387), as amended— applies to Contracts and subgrants of amounts in excess of $150,000. 9.29.5 Debarment and Suspension (Executive Orders 12549 and 12689) —A contract award (see 2 CFR 180.220) must not be made to parties listed on the governmentwide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235), "Debarment and Suspension." SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. 9.29.6 Byrd Anti - Lobbying Amendment (31 U.S.C. 1352) — CONSULTANTs that apply or bid for an award exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non - Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non - Federal award. 9.29.7 Compliance with Procurement of recovered materials as set forth in 2 CFR 5 200.322. CONSULTANT must comply with section 6002 of the Solid Waste disposal Act, as amended by the Resource Conservation and Recovery Act. The -20- requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CPR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. 9.29.8 Americans with Disabilities Act of 1990, as amended. (ADA) — The CONSULTANT will comply with all the requirements as imposed by the ADA, the regulations of the Federal government issued thereunder, and the assurance by the CONSULTANT pursuant thereto. 9.29.9 Disadvantaged Business Enterprise (DBE) Policy and Obligation - It is the policy of the COUNTY that DBE's, as defined in 49 C.F.R. Part 26, as amended, shall have the opportunity to participate in the performance of contracts financed in whole or in part with COUNTY funds under this Agreement. The DBE requirements of applicable federal and state laws and regulations apply to this Agreement. The COUNTY and its CONSULTANT agree to ensure that DBE's have the opportunity to participate in the performance of this Agreement. In this regard, all recipients and contractors and CONSULTANTs shall take all necessary and reasonable steps in accordance with 2 C.F.R. § 200.321(as set forth in detail below), applicable federal and state laws and regulations to ensure that the DBE's have the opportunity to compete for and perform contracts. The COUNTY and the CONSULTANT and subCONSULTANTs shall not discriminate on the basis of race, color, national origin or sex in the award and performance of contracts, entered pursuant to this Agreement. 2 C.F.R. § 200.321 CONTRACTING WITH SMALL AND MINORITY BUSINESSES, WOMEN'S BUSINESS ENTERPRISES, AND LABOR SURPLUS AREA FIRMS a. If the CONTRACTOR, with the funds authorized by this Agreement, seeks to subcontract goods or services, then, in accordance with 2 C.F.R. §200.321,` the CONTRACTOR shall take the following affirmative steps to assure that minority businesses, women's business enterprises, and labor surplus area firms are used whenever possible. b. Affirmative steps must include: (1) Placing qualified small and minority businesses and women's business enterprises on solicitation lists; (2) Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; (3) Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses, and women's business enterprises; (4) Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises; (5) Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. -21- (6) Requiring the Prime contractor, if subcontractor are to be let, to take the affirmative steps listed in paragraph (1) through (5) of this section. 9.29.10 The CONSULTANT shall utilize the U.S. Department of Homeland Security's E- Verify system to verify the employment eligibility of all new employees hired by the CONSULTANT during the term of the Contract and shall expressly require any subCONSULTANTs performing work or providing services pursuant to the Contract to likewise utilize the U.S. Department of Homeland Security's E- Verify system to verify the employment eligibility of all new employees hired by the subCONSULTANT during the Contract term. j14- - SS WHEREOF, each party has caused this Agreement to be executed by its „„‹.' i f Aduly;aGtho 1 -d representative on the day and year first above written. ' \\ i T-L3 4r o « ''' ``' (S;EAI )) i BOARD OF COUNTY , ;%f i COMMISSIONERS �Attg L VIN MADOK, Clerk OF MONROE COUNTY, FLORIDA By : G .. �" c ' :,. Deputy Clerk Mayor /Chairman c r '� . ° k .. :2 . I : Date: ..: - • . Ci :r p I (Seal) CONSULTANT Attest; WSP USA, Inc. Dolasl PE9SI sined by Ronald M DN: cn= Ronald M Colas, PE, SI, - '' / c =US, o =WSP USA INC, _ _ - _ y,i email= Ronald.Colas @wsp.com Date: 2018.10.26 11:07:32 -04'00' -- ^ -BY:_ ~ : r � ' 4 By: Ronald M. Colas, PE, SI 0 Title: Se.GCtiaa4 Title: Vice President - Sr. Area Manager END OF AGREEMENT MONROE COUNTY ATTORNEY t I . A °oi CHRISTINE LIMBERT- BARROWS ASSISTANT COUN' C . TTORNEY DATE: -22- ATTACHMENT A SCOPE -23- SCOPE OF WORK The project will include completion of design for construction and any required permitting for elevating secified roadways, resurfacing /reconstruction and drainage system improvements in the Twin Lakes subdivision in Key Largo and the specificed roads in the Sands Subdivision in Big Pine Key (Refer`to Attachment A and B). Monroe County adopted an interim standard methodology for adapting transportation infrastructure for sea level rise in January, 2017, based on the Sea Level Rise Pilot Project Report. The recommended drainage solution is a pretreated pressurized closed system. The Twin Lakes specified roads will be designed to 5 inches of elevation NAVD88 and the Sands Community specified roads will be designed to 11 inches of elevation NAVD88. There will be a need to meet with environmental regulatory agenices such as South Florida Water Management District, Florida Department of Environmental Protection and the Florida Keys National Marine Sanctuary in the pre design phase and there may be a need for public information /impact meetings during the design phase. Property surveys may need to be conducted in order for construction easements to be executed and driveway connectivity will need to be addressed. 1.0 DESIGN DEVELOPMENT The Design for Construction shall include, but shall not necessarily be limited to, plans and specifications which describe all systems, elements, details, components, materials, equipment, and other information necessary for construction. The Design for Construction shall be accurate, coordinated and in all respects adequate for construction and shall be in conformity, and comply, with all applicable law, codes, permits, and regulations. Products, equipment and materials specified for use shall be readily available unless written authorization to the contrary is given by the County. 2.0 CONSTRUCTION DOCUMENTS PHASE 2.1 The Consultant shall prepare, for approval by the County, Construction Documents consisting of Drawings and Specifications setting forth in detail the requirements for the construction of the project. Construction documents shall conform to the standards contained in the latest versions of the following: 1. Florida Department of Transportation Roadway Plans Preparation Manuals http: / /www.dot.state.fl. us /rddesign /PPMManual /PPM.shtm 2. Florida Department of Transportation Design Standards http: / /www.dot.state.fl. us/ rddesign /DesignStandards /Standards.shtm 3. Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways http: / /www.dot.state.fl.us/ rddesign /FloridaGreenbook/FGB.shtm 4. Florida Department of Transportation Surveying Procedure http: / /www2. dot. state.fl . us/proceduraldocuments/procedures/bin/550030101 .pdf 5. Florida Department of Transportation Drainage Manual -24- 5. Florida Department of Transportation Drainage Manual http: / /www.dot.state.fl. us /rddesign /dr /files /2017 DrainageManual. pdf 6. MUTCD http: //m utcd.fhwa. dot.gov/ 7. American Disabilities Act http: / /www2.dot.state.fi. us /proceduraldocuments /procedures /bin/625020015 .pdf 8. Florida Department of Transportation Flexible Pavement Design Manual http: / /www. dot. state. fl. us/ pavementmanagement /PUBLICATIONS.shtm 9. Florida Statutes http: / /www.leg. state.fi. us /Statutes /index. cfm?Mode=View%20Statutes&S u b menu =1 & Tab = statutes &CFID = 14677574 &CFTOKEN = 80981948 2.2. The Consultant shall provide Drawings and applicable Technical Specifications for the County's review. The specifications will conform to the most recent version of Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (Florida Greenbook) standards. 2.3 Upon completion of the Construction Documents Phase, the Consultant shall provide Construction Documents for the County's approval. Upon approval by the County the Consultant shall provide the County up to 5 sets of Construction Documents that have been signed and sealed by the Engineer. The Consultant shall also provide an electronic version of the construction documents. The Consultant shall provide an estimate of anticipated construction cost in accordance with the construction development phase. 2.4 The Consultant shall assist the County in the preparation of the necessary bidding information for the production of bidding forms, the Conditions of the Contracts, and the forms of Agreements between the County and the Contractor's by providing supporting information as to the projects scope, bid items, estimated quantities and construction duration. The County shall prepare all Bidding Forms, Conditions of the Contract, and Forms of Agreement. 2.5 The Consultant's construction documents (plans, specifications, etc) will conform to all codes and regulations of the federal government, county, state, municipalities, agencies and state departments, in effect at the date of this Agreement, and shall be of such completion as to be acceptable for review and ruling by said agencies when permits are applied for. The Consultant shall use due care in determining permit requirements and shall meet with regulatory agencies as necessary to coordinate specific permit requirements. The Consultant shall document all meetings and conversations with said regulatory agencies. If permits are denied for incompleteness or for lack of following said codes or regulations, or permit requirements, then the Engineer will conform the construction documents in such manner to receive permits upon such plans. Work required by the Consultant to conform documents to federal, state, city, county, or agency specifications to allow them to be approved shall be completed at no charge or cost to the County, unless said requirements are changed during the course of the project. 2.6 The County shall be responsible for the timely submittal of all permit application fees. 2.7 At the 60 %, 90% and 100% design phases, the Consultant shall provide drawings and other documents which depict the current status of design for the County's review and -25- information. The Consultant shall provide an estimate of anticipated construction costs and construction schedule. 2.8 As needed, the Engineer will provide clarification and answers to questions from prospective bidders during the construction bid process. Answers will be provided in a timely manner in order to facilitate bidding. 3.0 CONSTRUCTION DOCUMENTS PHASE REQUIREMENTS To satisfactorily perform the Construction Documents phase requirement, the Engineer must complete the tasks set forth in items 3.1 through 3.4. 3.1 Construction Plans — This consists of, at a minimum, Key Sheet, Summary of Pay Items and Quantities, Drainage Map, Project Layout, Plan and Profile sheets, Typical Sections, Detail sheets, General Notes, Environmental Notes, Traffic Control Plan. Construction plans shall be in accordance with FDOT Plans Preparation Manual. 3.2 Specifications — specifications will conform to the most recent version of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (Florida Greenbook). Comprehensive, abbreviated methods, materials and systems descriptions in tune with the drawings will be developed as necessary with Technical Special Provisions. 3.3 Schedules — Prepare an estimate of the Construction Time. 3.4 Estimate of Construction Cost — Estimate of anticipated cost in accordance with the Construction Documents. 4.0 CONSTRUCTION COST Contemporaneously with the submission of the Design, the Consultant shall submit to the County in writing its final estimate of the Contractor's anticipated bid price for constructing the Project. Once submitted, the final anticipated price estimate shall be adjusted by the Consultant to reflect any increase or decrease in anticipated price resulting from a change in Design. 4.1 The Construction Cost shall be the total estimated bid cost to the County of all elements of the Project designed or specified by the Engineer. 4.2 The Construction Cost shall include the cost at current market rates of labor and materials and Equipment designed, specified, selected or specially provided for by the Engineer, plus a reasonable allowance for Contractor's's overhead and profit. 4.3 Construction cost does not include the compensation of the Consultant and the sub- consultants, the costs of land, rights -of -way, financing or other costs which are the responsibility of the County. 5.0 CONSTRUCTION PHASE 5.1 The Consultant shall review and approve or take other appropriate action upon Contractor's Shop Drawings submittals for prefabricated elements to be placed permanently in the structure but only for the limited purpose of checking for conformance -26- with information given and the design concept expressed in the Contract Documents. The Consultant's action shall be taken with such reasonable promptness as to cause no delay in the Contractor's Work or in construction by the County's own forces, while allowing sufficient time in the Consultant's professional judgment to permit adequate review. In general, said review and action shall be completed in 10 working days from receipt of a shop drawing submittal, excluding resubmittals. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities or for substantiating instructions for installation or performance of equipment or systems designed by the Contractors, all of which remain the responsibility of the Contractors to the extent required by the Contract Documents. The Consultant's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Consultant, of construction means, methods, techniques, sequences, or procedures. 5.2 The Consultant shall, without additional compensation, promptly correct any errors, omissions, deficiencies, or conflicts in the work product of the Consultant or its consultants or both. 5.3 The Consultant must reimburse the County for any "added costs" paid by the County for additional construction costs that were incurred as a direct result of any error, omission, deficiency, or conflict in the work product of the Consultant, its consultants, or both. "Added costs" is defined as the cost incurred from any additional work required on the project that was necessitated solely by the error, omission, deficiency, or conflict in the work project. The added cost is limited to the increase to the construction cost for additional work and does not include costs that are normally incurred as part of the project or would have been incurred had no error, omission, or deficiency occurred, and addressed by a change order of already established unit costs. The Consultant shall not be held responsible for additional deficiencies found due to a delay in the construction of the project or for those hidden deficiencies that could not reasonably be determined through a review of documentation or physical inspection of the site by the Consultant. 5.4 The Consultant shall furnish to the County, upon project completion, the following: • 2 sets of 11" X 17" signed and sealed Record Drawings • 2 sets of final documentation • 1 set of final as built CADD files on CD The Consultant's Engineer of Record in responsible charge of the project's design shall professionally endorse (signed and sealed and certified) the record prints, the special provisions and all reference and support documents. 5.5 The Consultant will attend the pre- construction meeting and as needed, attend the periodic construction progress meetings. -27- ATTACHMENT B WSP AND SUBCONSULTANT DETAILED PROPOSAL -28- October 23, 2018 SI I ) SCOPE OF SERVICES FOR ENGINEERING DESIGN AND PERMITTING FOR THE SEA LEVEL RISE PILOT PROJECT (BIG PINE KEY AND KEY LARGO) MONROE COUNTY -29- • 1 PURPOSE 3 2 PROJECT DESCRIPTION 5 3 PROJECT COMMON AND PROJECT GENERAL TASKS 15 4 ROADWAY ANALYSIS 18 5 ROADWAY PLANS 20 6a DRAINAGE ANALYSIS 21 6b DRAINAGE PLANS 23 7 UTILITIES 24 8 ENVIRONMENTAL PERMITS, COMPLIANCE AND ENVIRONMENTAL CLEARANCES 25 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS 26 17 STRUCTURES - RETAINING WALLS 27 18 STRUCTURES - MISCELLANEOUS 28 19 SIGNING AND PAVEMENT MARKING ANALYSIS 29 27 SURVEY 30 35 GEOTECHNICAL 31 A -2 -30- SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES This Exhibit forms an integral part of the agreement between the Monroe County Engineering Department (hereinafter referred to as the COUNTY) and WSP USA, Inc. (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows: Engineering design and permitting services for stormwater management systems to include elevating specified roads in the Twin Lakes subdivision in Key Largo and the Sands Subdivision in Big Pine Key, Monroe County, Florida 1 PURPOSE The purpose of this Exhibit is to describe the scope of work and the responsibilities of the CONSULTANT and the COUNTY in connection with the design and preparation of a complete set of construction contract documents and incidental engineering services, as necessary, for improvements to the transportation facility described herein. The general objective is for-the CONSULTANT to prepare a set of contract documents including plans, specifications, supporting engineering analysis, calculations and other technical documents in accordance with COUNTY requirements. These Contract documents will be used by the contractor to build the project and test the project components. These Contract documents will be used by the COUNTY or its Construction Engineering Inspection (CEI) representatives for inspection and final acceptance of the project. The CONSULTANT shall follow a systems engineering process to ensure that all required project components are included in the development of the Contract documents and the project can be built as designed and to specifications. The Scope of Services establishes which items of work are specifically prescribed to accomplish the work included in this contract, and also indicates which items of work will be the responsibility of the CONSULTANT and/or the COUNTY. Any COUNTY requested modifications to this scope of services during the design effort development will be incorporated upon the approval of the labor efforts required for such modifications. The CONSULTANT shall demonstrate good project management practices while working on this project. These include communication with the COUNTY and others as necessary, management of time and resources, and documentation. The CONSULTANT shall set up and maintain throughout the design of the project a contract file. CONSULTANTs are expected to know the laws and rules governing their professions and are expected to provide services in accordance with current regulations, codes and ordinances and recognized standards applicable to such professional services. The Consultant shall provide qualified technical and professional personnel to perform to COUNTY standards and procedures, the duties and responsibilities assigned under the terms of this agreement. The Consultant shall minimize to the maximum extent possible the COUNTY's need to apply its own resources to assignments authorized by the COUNTY. 1 PURPOSE A -3 -31- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 The COUNTY will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of contract documents, including Construction documents. The COUNTY's technical reviews are for high -level conformance and are not meant to be comprehensive reviews. The CONSULTANT shall be fully responsible for all work performed and work products developed under this Scope of Services. The COUNTY may provide job - specific information and /or functions as outlined in this contract, if favorable. 1 PURPOSE A -4 -32- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 2 PROJECT DESCRIPTION The CONSULTANT shall investigate the status of the project and become familiar with concepts and commitments (typical sections, alignments, etc.) developed from prior studies and/or activities. The CONSULTANT shall use the approved concepts from prior studies as a basis for the design unless otherwise directed by the COUNTY. The project will include completion of design for construction and any required permitting for elevating specified roadways, resurfacing /reconstruction and drainage system improvements in the Twin Lakes Subdivision in Key Largo (Shaw Dr. between Crane St. and Brown St., Crane St. between Shaw Dr. and Adams Dr. and Adams Dr. between Crane St. and Adams Dr. north end), and the specified roads in the Sands Subdivision in Big Pine Key (Father Tony Way between Avenue D and Avenue .1). The project will also include design for construction and any required permitting of a pretreated pressurized closed system. The Twin Lakes specified roads will be designed to 5 inches of elevation NAVD88 and the Sands Community specified roads will be designed to 11 inches of elevation NAVD88. Meetings and coordination with environmental regulatory agencies such as South Florida Water Management District, Florida Department of Environmental Protection, U.S. Army Corps of Engineers and the Florida Keys National Marine Sanctuary during design phase will be conducted. Public information /impact meetings will be conducted during the design phase, at the request of the COUNTY. Geotechnical Exploration and Analysis will be provided as well as topographic services. Partial property surveys will need to be conducted for construction easements, driveway harmonization and environmental permitting related conditions. Construction Documents for the project including Twin Lakes Subdivision and the Sands Subdivision will be prepared and issued by the CONSULTANT as one (1) construction contract . 2.1 Project General and Roadway (Activities 3, 4, and 5) Public Involvement: WSP, will prepare presentation materials and attend up to 2 public meetings per neighborhood for a total of 4 meetings. Specification Package Preparation: Includes an outline of all FDOT specification sections and technical special provisions pertinent to the project. Plan Type: plan/profile to include signs and pavement markings. Utilities and drainage features will be depicted on Grading and Drainage Plans. Typical Section: For Big Pine Key, a proposed Two -Lane Two -Way rural typical section, no curb or gutter and with swale areas along both sides of the road; for Key Largo along Adams Dr. and Shaw St., a proposed Two -Lane Two -Way rural typical section, no curb or gutter and with swale areas along both sides of the road; and for Key Largo along Shaw Dr., a 2 PROJECT DESCRIPTION A -5 -33- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 proposed Two -Lane Two -Way rural typical section, with a gravity wall along the west side of the road and with swale areas along the east right of way. No bike lanes, no sidewalk each direction on either Big Pine Key or Key Largo. Pavement Design: Pavement design will be developed in accordance with FDOT Flexible Pavement Design Manual. Level of TCP Plans: Level of TCP Plans shall be Level 1. Level 1 TCP includes analysis for TCP, lane closure analysis and creating miscellaneous Traffic Control Sheets consisting of general notes, minor details, typical sections and quantities. No detailed phase drawings will be prepared. Standard Plans from FDOT will be referenced. Demolition and Removals: Roadway Plans will include item specific demolition notes and call -outs. 2.2 Drainage (Activities 6a and 6b) System Type: Closed system of catch basins, manholes and pipes discharging through a trash rack, pollution treatment unit, pump station and deep drainage wells. 2.3 Utilities Coordination (Activity 7) This task is to be conducted in conjunction with Longitude Surveyors (refer to attached proposal). Anticipated utilities include overhead electric, potable water, sanitary sewer, and stormwater. No utility relocation design is included in this scope of services. 2.4 Environmental Permits, Compliances, and Environmental Clearances (Activity 8) This task is to be conducted by Bermello Ajamil and Partners, Inc. (refer to attached proposal). WSP will attend meetings with permitting agencies and environmental groups as needed to coordinate the project. WSP will assist with preparation of documents to be submitted for permit review and approval. In additional, WSP will coordinate with reviewers as needed to resolve agency comments and obtain approval. A list of expected permits is included in attached proposal from Bermello Ajamil and Partners, Inc. The COUNTY will provide compensatory wetland mitigation as needed in accordance with Section 373.4137, Florida Statutes. 2 PROJECT DESCRIPTION A -6 -34- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 2.5 Structures (Activities 9 — 18) Retaining Walls and Bulkhead Modifications: Approximately 500 feet of gravity wall along the west right -of -way of Shaw Dr., within the project limits. Miscellaneous: Catch basins, manholes, trash rack enclosures, pollution control boxes, pump station wet wells, and well boxes. 2.6 Signing and Pavement Markings (Activities 19 & 20) Signs and pavement markings will be detailed on Roadway Plans/Details. 2.10 Survey (Activity 27) This task is to be conducted by Longitude Surveyors (refer to attached proposal). 2.17 Geotechnical (Activity 35) This task is to be conducted by Terracon Consultants, Inc. (refer to attached proposal). 2.19 Project Schedule After the Notice -To- Proceed, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide a detailed project activity /event schedule for COUNTY and CONSULTANT scheduled activities required to meet the current COUNTY Production Date. For the purpose of scheduling, the CONSULTANT shall allow for a two (2) week review time for each phase submittal and any other submittals as appropriate. The schedule shall indicate all required submittals. Periodically, throughout the life of the contract, the project schedule shall be reviewed with the approval of the COUNTY, adjusted as necessary to incorporate changes in the Scope of Services and progress to date. 2.20 Submittals The CONSULTANT shall furnish construction contract documents as follows to adequately control, coordinate, and approve the work concepts: - 30% Submittal - 60% Submittal - 90% Submittal - 100% Submittal The CONSULTANT shall distribute submittals as directed by the COUNTY. The COUNTY will determine the specific number of copies required prior to each submittal. 2 PROJECT DESCRIPTION A -7 -35- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 2.21 Provisions for Work All work shall be prepared using AutoCAD software with English units in accordance with the latest editions of standards and requirements utilized by the COUNTY which include, but are not limited to, publications such as: • General o Title 29, Part 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R. 1910.1001) — Asbestos Standard for Industry, U.S. Occupational Safety and Health Administration (OSHA) o 29 C.F.R. 1926.1101 — Asbestos Standard for Construction, OSHA o 40 C.F.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants (NESHAP), Environmental Protection Agency (EPA) o 40 C.F.R. 763, Subpart E — Asbestos - Containing Materials in Schools, EPA o 40 C.F.R. 763, Subpart G — Asbestos Worker Protection, EPA o Americans with Disabilities Act (ADA) Standards for Accessible Design o AASHTO — A Policy on Design Standards Interstate System o AASHTO — Roadside Design Guide o AASHTO — Roadway Lighting Design Guide o AASHTO — A Policy for Geometric Design of Highways and Streets o AASHTO — Highway Safety Manual o Rule Chapter 5J -17, Florida Administrative Code (F.A.C.), Standards of Practice for Professional Surveyors and Mappers o Chapter 469, Florida Statutes (F.S.) — Asbestos Abatement o Rule Chapter 62 -257, F.A.C., Asbestos Program o Rule Chapter 62 -302, F.A.C., Surface Water Quality Standards o Code of Federal Regulations (C.F.R.) o Florida Administrative Codes (F.A.C.) o Chapters 20, 120, 215, 455, Florida Statutes (F.S.) — Florida Department of Business & Professional Regulations Rules o Florida Department of Environmental Protection Rules o FDOT Basis of Estimates Manual o FDOT Computer Aided Design and Drafting (CADD) Manual o FDOT Standard Plans o FDOT Flexible Pavement Design Manual o FDOT - Florida Roundabout Guide o FDOT Handbook for Preparation of Specifications Package o FDOT Standard Plans Instructions o FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways ( "Florida Greenbook ") o FDOT Materials Manual o FDOT Pavement Type Selection Manual o FDOT Design Manual o FDOT Procedures and Policies o FDOT Procurement Procedure 001 - 375 -030, Compensation for Consultant Travel Time on Professional Services Agreements o FDOT Project Development and Environmental Manual 2 PROJECT DESCRIPTION A -8 -36- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 o FDOT Project Traffic Forecasting Handbook o FDOT Public Involvement Handbook o FDOT Rigid Pavement Design Manual o FDOT Standard Specifications for Road and Bridge Construction o FDOT Utility Accommodation Manual o Manual on Speed Zoning for Highways, Roads, and Streets in Florida o Federal Highway Administration (FHWA) - Manual on Uniform Traffic Control Devices (MUTCD) o FHWA — National Cooperative Highway Research Program (NCHRP) Report 672, Roundabouts: An Informational Guide o FHWA Roadway Construction Noise Model (RCNM) and Guideline Handbook o Florida Fish and Wildlife Conservation Commission - Standard Manatee Construction Conditions 2005 o Florida Statutes (F.S.) o Florida's Level of Service Standards and Guidelines Manual for Planning o Model Guide Specifications — Asbestos Abatement and Management in Buildings, National Institute for Building Sciences (NIBS) o Quality Assurance Guidelines o Safety Standards o Any special instructions from the DEPARTMENT • Roadway o FDOT — Florida Intersection Design Guide o FDOT - Project Traffic Forecasting Handbook o FDOT - Quality/Level of Service Handbook o Florida's Level of Service Standards and Highway Capacity Analysis for the SHS o Transportation Research Board (TRB) - Highway Capacity Manual • Permits o Chapter 373, F.S. — Water Resources o US Fish and Wildlife Service Endangered Species Programs o Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits o Bridge Permit Application Guide, COMDTPUB P16591.3C o Building Permit • Drainage o FDOT Bridge Hydraulics Handbook o FDOT Culvert Handbook o FDOT Drainage Manual o FDOT Erosion and Sediment Control Manual o FDOT Exfiltration Handbook o FDOT Hydrology Handbook o FDOT Open Channel Handbook o FDOT Optional Pipe Materials Handbook 2 PROJECT DESCRIPTION A -9 -37- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 o FDOT Storm Drain Handbook o FDOT Stormwater Management Facility Handbook o FDOT Temporary Drainage Handbook o FDOT Drainage Connection Permit Handbook o FDOT Bridge Scour Manual • Survey and Mapping o All applicable Florida Statutes and Administrative Codes o Applicable Rules, Guidelines Codes and authorities of other Municipal, County, State and Federal Agencies. o FDOT Aerial Surveying Standards for Transportation Projects Topic 550- 020 -002 o FDOT Right of Way Mapping Handbook o FDOT Surveying Procedure Topic 550- 030 -101 o Florida Department of Transportation Right of Way Procedures Manual o Florida Department of Transportation Surveying Handbook o Right of Way Mapping Procedure 550- 030 -015 • Traffic Engineering and Operations and ITS o AASHTO - An Information Guide for Highway Lighting o AASHTO - Guide for Development of Bicycle Facilities o FHWA Standard Highway Signs Manual o FDOT Manual on Uniform Traffic Studies (MUTS) o FDOT Median Handbook o FDOT Traffic Engineering Manual o National Electric Safety Code o National Electrical Code • Florida's Turnpike Enterprise o Florida's Turnpike Plans Preparation and Practices Handbook (TPPPH) o Florida's Turnpike Lane Closure Policy o Florida's Turnpike Drainage Manual Supplement o Rigid Pavement Design Guide for Toll Locations with Electronic Toll Collection o Flexible Pavement Design Guide for Toll Locations with Electronic Toll Collection o Florida's Turnpike General Tolling Requirements (GTR) o Additional Florida's Turnpike Enterprise standards, guides, and policies for design and construction can be found on the FTE Design Website: http: / /design.floridasturnpike.com • Traffic Monitoring o American Institute of Steel Construction (AISC) Manual of Steel Construction, referred to as "AISC Specifications" o American National Standards Institute (ANSI) RP -8 -00 Recommended Practice for Roadway Lighting o AASHTO AWS D1.1 /ANSI Structural Welding Code — Steel 2 PROJECT DESCRIPTION A -10 -38- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 o AASHTO D 1.5 /AWS D1.5 Bridge Welding Code o FHWA Traffic Detector Handbook o FDOT General Interest Roadway Data Procedure o FHWA Traffic Monitoring Guide o FDOT's Traffic /Polling Equipment Procedures • Structures o AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and Interims o AASHTO LRFD Movable Highway Bridge Design Specifications and Interims o AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, and Interims. o AASHTO/- AWS -D1. 5M/D1.5: An American National Standard Bridge Welding Code o AASHTO Guide Specifications for Structural Design of Sound Barriers o AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges o FDOT Bridge Load Rating Manual o FDOT Structures Manual o FDOT Structures Design Bulletins (available on FDOT Structures web site only) 0 • Geotechnical o FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary Specifications o Manual of Florida Sampling and Testing Methods o Soils and Foundation Handbook • Landscape Architecture o Florida Department of Agriculture and Consumer Services Grades and Standards for Nursery Plants • Architectural o Building Codes o Florida Building Code: • Building • Fuel Gas • Mechanical • Plumbing • Existing Building o Florida Accessibility Code for Building Construction o Rule Chapter 60D, F.A.C., Division of Building Construction o Chapter 553, F.S. — Building Construction Standards o ANSI A117.1 2003 Accessible and Usable Building and Facilities 2 PROJECT DESCRIPTION A -11 -39- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 o Titles II and III, Americans With Disabilities Act (ADA), Public Law 101- 336; and the ADA Accessibility Guidelines (ADAAG) • Architectural — Fire Codes and Rules o National Fire Protection Association (NFPA) - Life Safety Code o NFPA 70 - National Electrical Code o NFPA 101 - Life Safety Code o NFPA 10 - Standard for Portable Fire Extinguishers o NFPA 11 - Standard for Low - Expansion Foam Systems o NFPA 11A - Standard for High- and Medium- Expansion Foam Systems o NFPA 12 - Standard for Carbon Dioxide Extinguishing Systems o NFPA 13 - Installation of Sprinkler Systems o NFPA 30 - Flammable and Combustible Liquids Code o NFPA 54 - National Gas Fuel Code o NFPA 58 - LP -Gas Code o Florida Fire Prevention Code as adopted by the State Fire Marshal — Consult with the Florida State Fire Marshal's office for other frequently used codes. • Architectural — Extinguishing Systems o NFPA 10 - Fire Extinguishers o NFPA 13 - Sprinkler o NFPA 14 - Standpipe and Hose System o NFPA 17 - Dry Chemical o NFPA 20 - Centrifugal Fire Pump o NFPA 24 - Private Fire Service Mains o NFPA 200 - Standard on Clean Agent Fire Extinguishing Systems • Architectural — Detection and Fire Alarm Systems o NFPA 70 - Electrical Code o NFPA 72 - Standard for the Installation, Maintenance and Use of Local Protective Signaling Systems o NFPA 72E - Automatic Fire Detectors o NFPA 72G - Installation, Maintenance, and Use of Notification Appliances o NFPA 72H - Testing Procedures for Remote Station and Proprietary Systems o NFPA 74 - Household Fire Warning Equipment o NFPA 75 - Protection of Electronic Computer Equipment • Architectural — Mechanical Systems o NFPA 90A - Air Conditioning and Ventilating Systems o NFPA 92A - Smoke Control Systems o NFPA 96 - Removal of Smoke and Grease -Laden Vapors from Commercial Cooking Equipment o NFPA 204M - Smoke and Heating Venting • Architectural — Miscellaneous Systems 2 PROJECT DESCRIPTION A -12 -40- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 o NFPA 45 - Laboratories Using Chemicals o NFPA 80 - Fire Doors and Windows o NFPA 88A - Parking Structures o NFPA 105- Smoke and Draft- control Door Assemblies o NFPA 110 - Emergency and Standby Power Systems o NFPA 220 - Types of Building Construction o NFPA 241 - Safeguard Construction, Alteration, and Operations o Rule Chapter 69A -47, F.A.C., Uniform Fire Safety For Elevators o Rule Chapter 69A -51, F.A.C., Boiler Safety • Architectural — Energy Conservation o Rule Chapter 60D -4, F.A.C., Rules For Construction and Leasing of State Buildings To Insure Energy Conservation o Section 255.255, F.S., Life -Cycle Costs • Architectural — Elevators o Rule Chapter 61C -5, F.A.C., Florida Elevator Safety Code o ASME A -17.1, Safety Code for Elevators and Escalators o Architectural — Floodplain Management Criteria o Section 255.25, F.S., Approval Required Prior to Construction or Lease of Buildings o Rules of the Federal Emergency Management Agency (FEMA) • Architectural — Other o Rule Chapter 64E -6, F.A.C., Standards for On Site Sewage Disposal Systems (Septic Tanks) o Rule Chapter 62 -600, F.A.C., Domestic Wastewater Facilities o Rule Chapter 62 -761, F.A.C., Underground Storage Tank Systems o American Concrete Institute o American Institute of Architects - Architect's Handbook of Professional Practice o American Society for Testing Materials - ASTM Standards o Brick Institute of America o DMS - Standards for Design of State Facilities o Florida Concrete Products Association o FDOT — ADA/Accessibility Procedure o FDOT — Building Code Compliance Procedure o FDOT — Design Build Procurement and Administration o LEED (Leadership in Energy and Environmental Design) Green Building Rating System o National Concrete Masonry Association o National Electrical Code o Portland Cement Association - Concrete Masonry Handbook o United State Green Building Council (USGBC) 2.22 Services to be Performed by the COUNTY When appropriate and /or available, the COUNTY will provide project data including: 2 PROJECT DESCRIPTION A -13 -41- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 • All information that may come to the COUNTY pertaining to future improvements. • All future information that may come to the COUNTY during the term of the CONSULTANT's Agreement, which in the opinion of the COUNTY is necessary for the prosecution of the work. • Available traffic and planning data. • All approved utility relocations. • Any necessary title searches. • All available information in the possession of the COUNTY pertaining to utility companies whose facilities may be affected by the proposed construction. • All future information that may come to the COUNTY pertaining to subdivision plans so that the CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right of way. • Existing right of way maps. • Existing pavement evaluation reports. • Design Reports • Letters of authorization designating the CONSULTANT as an agent of the COUNTY in accordance with F.S. 337.274. • Phase reviews of plans and engineering documents. • Regarding Environmental Permitting Services: • Approved Permit Document when available. • Approval of all contacts with environmental agencies. • Appropriate signatures on application forms. 2 PROJECT DESCRIPTION A -14 -42- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 3 PROJECT COMMON AND PROJECT GENERAL TASKS Project Common Tasks Project Common Tasks, as listed below, are work efforts that are applicable to many project activities, 4 (Roadway Analysis) through 35 (Geotechnical). These tasks are to be included in the project scope in each applicable activity when the described work is to be performed by the CONSULTANT. Cost Estimates: The CONSULTANT is responsible for producing a construction cost estimate and reviewing and updating the cost estimate when scope changes occur and/or at milestones of the project. A Summary of Pay Items sheet shall be prepared with all required Plans submittals as required. Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the Standard Specifications for Road and Bridge Construction and the workbook of implemented modifications. A Technical Special Provision shall not modify the Standard Specifications and implemented modifications in any way. The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements, method of measurement and basis of payment. Field Reviews: The CONSULTANT shall make as many trips to the project site as required to obtain necessary data for all elements of the project. Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of this contract. This includes meetings with COUNTY and /or Agency staff, between disciplines and subconsultants, such as local governments, progress review meetings (phase review), and miscellaneous meetings. The CONSULTANT shall prepare, and submit to the COUNTY's Project Manager for review, the meeting minutes for all meetings attended by them. Quality Assurance /Quality Control: It is the CONSULTANT'S responsibility to independently and continually QC their plans and other deliverables. The CONSULTANT should regularly communicate with the COUNTY's Design Project Manager to discuss and resolve issues or solicit opinions from those within designated areas of expertise. The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications and other services furnished by the CONSULTANT and their subconsultant(s) under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all maps, design drawings, specifications, and other documentation prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be 3 PROJECT COMMON AND PROJECT GENERAL TASKS A-15 -43- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 documented to verify that the required procedures were followed. The Quality Control Plan shall be one specifically designed for this project. The Quality Control Plan shall include the names of the CONSULTANT's staff that will perform the quality control reviews. The Quality Control reviewer shall be a Florida Licensed Professional Engineer fully ,prequalified under F.A.C. 14 -75 in the work type being reviewed. A marked up set of prints from a Quality Control Review indicating the reviewers for each component (structures, roadway, drainage, signing and marking) and a written resolution of comments on a point - by -point basis will be required, if requested by the COUNTY, with each phase submittal. The responsible Professional Engineer that performed the Quality Control review will sign a statement certifying that the review was conducted and found to meet required specifications. The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other products and services. Supervision: The CONSULTANT shall supervise all technical design activities. Coordination: The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of construction documents. Project General Tasks Project General Tasks, described in Sections 3.1 through 3.7 below, represent work efforts that are applicable to the project as a whole and not to any one or more specific project activity. The work described in these tasks shall be performed by the CONSULTANT when included in the project scope. 3.1 Public Involvement Public involvement includes communicating to all interested persons, groups, and government organizations information regarding the development of the project. In addition to WSP's pubic involvement support, the services of Erin L. Deady, P.A are available for this task as "Optional ", if the County deems it necessary (refer to attached proposal). WSP will assist with this task as stated below. 3.1.9 Public Meeting Preparations The CONSULTANT shall prepare the necessary materials for use in public meetings. 3.1.10 Public Meeting Attendance and Follow - up The CONSULTANT shall attend public meeting(s), assist with meeting setup and take down. The CONSULTANT shall also prepare a summary of the public meeting that includes all copies of all materials shown or provided at the public meeting. The summary shall also include a listing of all written comments made during or after the meeting and responses to those written comments. The CONSULTANT will attend the meetings with an appropriate number of personnel to 3 PROJECT COMMON AND PROJECT GENERAL TASKS A -16 -44- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 assist the COUNTY'S Project Manager. It is estimated for this project there will be four Public meetings during the design. 3.3 Specifications Package Preparation The CONSULTANT shall prepare and provide a specifications package. The Specifications Package shall be prepared using the FDOT Standard Specifications. The specifications package shall address all items and areas of work and include any Mandatory Specifications and Technical Special Provisions. 3.4 Contract Maintenance and Project Documentation Contract maintenance includes project management effort for complete setup and maintenance of files, electronic folders and documents, developing technical monthly progress reports and schedule updates. Project documentation includes the compilation and delivery of final documents, reports or calculations that support the development of the contract plans. 3.6 Prime Consultant Project Manager Meetings Includes only the Prime Consultant Project Manager's time for travel and attendance at Activity Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab 3 Project General Task of the staff hour forms. Staff hours for other personnel attending Activity Technical Meetings are included in the meeting task for that specific Activity. 3.8 Post Design Services Post Design Services include pre - construction meeting attendance, contractor shop drawing reviews, responses to contractor RFIs (requests for information), attend periodic site visits, and review of as- builts from surveys and markups provided by contractor. Attendance of construction progress meetings is excluded from this scope of services. 3 PROJECT COMMON AND PROJECT GENERAL TASKS A -17 -45- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 4 ROADWAY ANALYSIS The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 4.3 Pavement Design Package The CONSULTANT shall provide an approved Pavement Design Package prior to the 60% plans submittal date. A total of two pavement designs (one per neighborhood) are anticipated. This effort includes estimation of ESAL value if traffic data is available and review of pavement coring data through coordination with the geotechnical engineer. 4.5 Horizontal/Vertical Master Design Files The CONSULTANT shall design the geometries using the Standard Plans that are most appropriate with proper consideration given to the design traffic volumes, design speed, capacity and levels of service, functional classification, adjacent land use, design consistency and driver expectancy, aesthetics, existing vegetation to be preserved, pedestrian and bicycle concerns, ADA requirements and scope of work. 4.9 Cross Section Design Files The CONSULTANT shall establish and develop cross section design files in accordance with the COUNTY's CADD standards if available. 4.10 Traffic Control Analysis The CONSULTANT shall design a safe and effective Traffic Control Plan to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings, and detour quantity tabulations, roadway pavement, drainage structures, ditches, front slopes, back slopes, drop offs within clear zone, and traffic monitoring sites. Special consideration shall be given to the construction of the drainage system when developing the construction phases. Positive drainage must be maintained at all times. The design shall include construction phasing of roadways to accommodate the construction or relocation of utilities. The CONSULTANT shall investigate the need for temporary traffic signals, temporary lighting, alternate detour roads, and the use of materials such as sheet piling in the analysis. The Traffic Control Plan shall be prepared by a certified designer who has completed training as required by FDOT COUNTY. Before proceeding with the Traffic Control Plan, the CONSULTANT shall meet with the appropriate COUNTY personnel. The purpose of this meeting is to provide information to the CONSULTANT that will better coordinate the Preliminary and Final Traffic Control Plan efforts. The CONSULTANT shall consider the local impact of any lane closures or alternate routes. When the need to close a road is identified during this analysis, the CONSULTANT shall notify the COUNTY's Project Manager as soon as possible. Proposed road closings must be reviewed and approved by the COUNTY. Diligence shall be used to minimize negative impacts by appropriate specifications, recommendations or plans development. Local 4 ROADWAY ANALYSIS A -18 -46- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 impacts to consider will be local events, holidays, peak seasons, detour route deterioration and other eventualities. CONSULTANT shall be responsible to obtain local authorities permission for use of detour routes not on state highways. 4.16 Quantities The CONSULTANT shall develop accurate quantities and the supporting documentation, including construction days when required. 4.17 Cost Estimate - To be developed at 60 %, 90% and 100% design submittals. 4.20 Field Reviews 4.23 Quality Assurance /Quality Control 4 ROADWAY ANALYSIS A -19 -47- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 5 ROADWAY PLANS The CONSULTANT shall prepare Roadway plans, notes, and details. The plans shall include the sheets necessary to convey the intent and scope of the project for the purposes of construction. 5.1 Key Sheet 5.2 Summary of Pay Items Including Quantity Input 5.3 Typical Section Sheets 5.3.1 Typical Sections — A total of four typical sections are anticipated 5.4 General Notes/Pay Item Notes 5.5 Summary of Quantities Sheets 5.6 Project Layout 5.7 Plan/Profile Sheet - To include roadway geometry, pavement, signing and pavement marking features. Plans will be at 1 " =20' horizontal scale on 11 "x17" sheet size. Effort includes sheet setup and minor labeling only. 5.8 Profile Sheet 5.9 Plan Sheet 5.15 Special Details 5.18 Cross Sections 5.28 Quality Assurance /Quality Control 5 ROADWAY PLANS A -20 -48- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 6a DRAINAGE ANALYSIS The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. The CONSULTANT shall be responsible for designing a drainage and stormwater management system. All design work shall comply with the requirements of the appropriate regulatory agencies and the FDOT's Drainage Manual. The CONSULTANT shall coordinate fully with the appropriate permitting agencies and the COUNTY's staff. All activities and submittals should be coordinated through the , COUNTY's Project Manager. The work will include the engineering analyses for any or all of the following: 6a.1 Drainage Map Hydrology Create a (pre and/or post condition) working drainage basin map to be used in defining the system hydrology. This map shall incorporate drainage basin boundaries, existing survey and/or LiDAR and field observations, as necessary, to define the system. Basin delineations shall also include any existing collection systems in a logical manner to aid in the development of the hydraulic model. Include coordination hours needed to convey drainage hydrologic features onto produced drainage maps. 6a.9 Design of Storm Drains Delineate contributing drainage areas, determine runoff, inlet locations, and spread. Calculate hydraulic losses (friction, utility conflict and, if necessary, minor losses). Determine design tailwater and, if necessary, outlet scour protection. 6a.12 Drainage Wells Design the discharge into deep wells to comply with regulatory requirements. Identify the location of the well, design the control structure /weir, and model the system using a routing program. 6a.13 Drainage Design Documentation Report Compile drainage design documentation into report format. Include documentation for all the drainage design tasks and associated meetings and decisions, except for stand -alone reports, such as the Pond Siting Analysis Report and Bridge Hydraulics Report. 6a.16 Cost Estimate Prepare cost estimates for the drainage components, except bridges and earthwork for stormwater management and flood compensation sites. 6a DRAINAGE ANALYSIS A -21 -49- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 6a.17 Technical Special Provisions / Modified Special Provisions 6a.20 Other Drainage Analysis Includes all efforts for a drainage task not covered by an existing defined task. Includes all efforts for developing two (orie per neighborhood) system -wide 1- dimensional hydrologic and hydraulic computer models of the drainage systems. Also include hydraulic analysis of pump stations as follows: The work under this project is comprised of two (2) new storm water pump stations: one (1) serving the Twin Lakes Community in Key Largo; and one (1) serving the Sands Community in Big Pine Key. Each pump station will include a stormwater treatment system. Engineering services for the proposed pump stations and improvements shall provide design drawings and specifications in accordance with the requirements of Monroe County. WSP will prepare the detailed hydraulic modelling for the pump station components. Two hydraulic models swill be prepared: one (1) for the proposed Twin Lakes Community pump station in Key Largo; and one (1) for the proposed Sands Community pump station in Big Pine Key. This task also includes coordinating the specific design elements for the pump station with the lead structural and geotechnical engineers responsible for the structural design of the pump station structures. WSP will determine the necessary invert elevations, dimensions, and clearances related to the proposed drainage system, and will provide to the lead structural and geotechnical engineers. WSP will then incorporate the necessary modifications into the drainage analysis and design plans. WSP will be responsible for: • Coordination with the pump manufacturer (Xylem/Flygt or equal approved by Monroe County) for the purposes of determining the physical and performance measures of the pumps and pump station wet well complying with the County's design requirements; • Coordination with the pollution control structure manufacturer (Contech Engineered Solutions or equal approved by Monroe County) for the purposes of determining the physical and performance measures complying with the County's design requirements. • WSP will be responsible for the detailed design and preparation of AutoCAD -based design files related to the two (2) proposed pump stations, which includes design and development of the trash rack, pollution control structures, associated pipes, and pump station wet well. 6a.21 Field Reviews 6a.24 Quality Assurance /Quality Control 6a DRAINAGE ANALYSIS A -22 -50- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 6b DRAINAGE PLANS The CONSULTANT shall prepare Drainage plan sheets, notes, and details. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction. 6b.3 Summary of Drainage Structures 6b.6 Pump Station Plans, Details and Notes Effort includes all engineering, design, sheet setup and drafting. 1. Site Plan with proposed drainage element locations 2. Horizontal control plan of proposed drainage system 3. Pump Station general notes 4. Pump Station plans, cross sections and detail sheets: a. Pump Station Mechanical Plan Sheet b. Wet Well Plan, Sections and Details c. Junction Box plan and details d. Trash Rack plan and details e. Pollution Treatment Unit plan and details f. Dissipater Structure Plan and details 6b.11 Erosion Control Plan Sheet(s) - Plans will be at 1" =100' horizontal scale on 11 "x17" sheet size and dual panel sheets. 6b.12 SWPPP Sheet(s) 6b.13 Quality Assurance /Quality Control 6b DRAINAGE PLANS A -23 -51- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 7 UTILITIES The CONSULTANT shall identify utility facilities and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the COUNTY's construction project are addressed. 7.2 Identify Existing Utility Agency Owner(s) The Consultant shall identify all utilities within and adjacent to the project limits that may be impacted by the project. 7.3 Make Utility Contacts First Contact: The CONSULTANT shall send letters and a set of plans to each utility. Includes contact by phone for meeting coordination. Second Contact: At a minimum of 4 weeks prior to the meeting, the CONSULTANT shall transmit a set of 60% plans and the utility conflict information (when applicable and in the format requested by the COUNTY) to each UAO having facilities located within the project limits. Not all projects will have all contacts as described above. 7.7 Collect and Review Plans and Data from UAO(s) The CONSULTANT shall review utility marked plans and data individually as they are received for content. Ensure information from the UAO (utility type, material and size) is sent to the designer for inclusion in the plans. 7.11 Utility Coordination/Follow - up The CONSULTANT shall provide utility coordination and follow up. This includes follow - up, and interpreting plans. Includes phone calls, face -to -face meetings, etc. Ensure the resolution of all known conflicts. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. This task can be applied to all phases of the project. 7 UTILITIES A -24 -52- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 8 ENVIRONMENTAL PERMITS, COMPLIANCE AND ENVIRONMENTAL CLEARANCES This task will be conducted by Bermello Ajamil and Partners, Inc. (refer to attached proposal). 8.12 Stormwater Drainage Permits - The purpose of this task is to obtain Federal, State and Local permits for the construction of the drainage systems. This task includes preparation of the required supporting documentation necessary to secure permits. WSP shall respond to requests for additional information (RAI) from permitting agencies. 8.18 Quality Assurance /Quality Control 8 ENVIRONMENTAL PERMITS, COMPLIANCE AND ENVIRONMENTAL CLEARANCES A -25 -53- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS The CONSULTANT shall analyze, design, and develop contract documents for all structures in accordance with applicable provisions as defined in Section 2.19, Provisions for Work. Individual tasks identified in Sections 9 through 18 are defined in Section 2. 20, Provisions for Work. Contract documents shall display economical solutions for the given conditions. The CONSULTANT shall provide Design Documentation to the COUNTY with each submittal consisting of structural design calculations and other supporting documentation developed during the development of the plans. The design calculations submitted shall adequately address the complete design of all structural elements. These calculations shall be neatly and logically presented on digital media or, at the COUNTY's request, on 8 "xl 1" paper and all sheets shall be numbered. The final design calculations shall be signed and sealed by a Florida - licensed professional engineer. A cover sheet indexing the contents of the calculations shall be included and the engineer shall sign and seal that sheet. All computer programs and parameters used in the design calculations shall include sufficient backup information to facilitate the review task. 9.13 Quality Assurance /Quality Control 9 STRUCTURES — SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS A -26 -54- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 17 STRUCTURES - RETAINING WALLS The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5. General Requirements Cast -In -Place Retaining Walls 17.11 Design 17.13 General Notes 17.15 Sections and Details 17 STRUCTURES — RETAINING WALLS A -27 -55- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 18 STRUCTURES - MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5. Special Structures 18.30 Special Structures 18 STRUCTURES — MISCELLANEOUS A -28 -56- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 19 SIGNING AND PAVEMENT MARKING ANALYSIS The CONSULTANT shall analyze and document Signing and Pavement Markings Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 19.3 Reference and Master Design File The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all associated reference files. 19.7 Quantities 19.8 Cost Estimate 19.13 Quality Assurance /Quality Control 19 SIGNING AND PAVEMENT MARKING ANALYSIS A -29 -57- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 27 SURVEY This task will be conducted by Longitude Surveyors (refer to attached proposal). 27 SURVEY A -30 -58- Engineering Design and Permitting for the Sea Level Rise Pilot Project (Big Pine Key and Key Largo) October 23, 2018 35 GEOTECHNICAL This task will be conducted by Terracon Consultants, Inc. (refer to attached proposal). 35 GEOTECHNICAL A -31 -59- Attachment 1 Scope of Services for Bermello, Ajamil & Partners and Cummins Cederberg -60- SCOPE OF SERVICES MONROE COUNTY — Twin Lakes and The Sand Community August 28, 2018 I. BACKGROUND In early July 2018, WSP was selected by Monroe County to provide engineering services for the Twin Lakes and the Sands Community as noted in the project description below. As subconsultants for this project, WSP has requested to provide a scope and fees for the professional services for environmental permitting to Bermello Ajamil and Cummins Cederberg. II. PROJECT DESCRIPTION This Scope of Work has been prepared by Bermello Ajamil (BA) and Cummins Cederberg (CC) staff in coordination with WSP staff in accordance to Monroe County RFQ for the following projects: Twin Lakes Development Road Improvement Project, Key Largo It is our understanding that the proposed Project consists of: (1) raising the existing road elevation for Shaw Drive (south of Crane Street), Crane Street, and Adams Drive; (2) installing a 1 foot wide gravity wall along the north section of the west side of Shaw Drive (south of Crane Street); and (3) installing stormwater drainage Class V injection wells for final disposal. Sands Community Road Improvement Project, Big Pine Key It is our understanding that the proposed Project consists of: (1) raising the existing road elevation for Father Tony Way and (2) installing stormwater drainage Class V injection wells for final disposal. III. SCOPE OF WORK The Scope of Work has been divided in several tasks as follows: Responsible Task Description Entity 1 Meetings, Site Visits and Work Plan BA/CC 2 Field Investigations 2.1 Twin Lakes Wetland Delineation BA/CC 3.3 Permitting 3.1 Environmental Permitting - Twin Lakes 3.1.1 South Florida Water Management District BA 3.1.2 Fish and Wildlife CC 3.1.4 Florida Department of Environmental Protection BA 3.2 Environmental Permitting - The Sands 3.2.1 South Florida Water Management District BA 3.2.2 Fish and Wildlife CC -61- 3.2.4 Florida Department of Environmental Protection BA Task 1 — Meetings, Site Visits andWorkPlan During this task, Bermello Ajamil (BA) and Cummins Cederberg (CC) staff will coordinate with WSP and Monroe County staff in the preparation of the Work Plan, including the list of permits, streetscape design and specifications, communication plan and project schedule among other issues pertaining to the project. BA and CC staff will also be attending a kick -off meeting and periodic teleconferences or meetings and site visits to review the project status and other coordination meetings with stakeholders and regulatory agencies, as needed. Deliverable Task 1 — Work plan, site visits and kickoff meeting minutes Deliverables for this task include the preparation of the draft and final project work plan. It is estimated that up to two (2) meetings or conference calls with each of the regulatory agencies, one (1) kick -off meeting and periodic meetings /teleconferences with the Client, for project updates, will be required Task 2 Field Investigations Under this task, BA and CC will review background information, site conditions and other existing environmental /permitting documentation for each project site. BA and CC will conduct field investigations (wetland delineation). • Sub -Task 2.1 Twin Lakes Wetland Delineation: Cummins Cederberg will do a desk top review of the existing wetland area and will conduct a wetland delineation along Shaw Drive, south of Crane Street, approximately 500 linear feet. Using a handheld Trimble GPS unit, biologists will locate the eastern limits of the wetland, situated along the west side of Shaw Drive. The eastern limits of the wetland will be plotted onto a basemap. The fees for this scope of services includes equipment rental and expenses. Sub -Task 2.1— Deliverables: Basemap depicting the eastern limits of the wetland in PDF and CAD. -Task 3 — Environrnental Permitting BA and CC staff will coordinate all permitting activities, including scheduling and participating in pre - application meetings as noted in Task 1, preparing permit applications and other pertinent application documents required by the regulatory agencies to process the following permits for each project: Sub -Task 3.1 Environmental Permitting — Twin Lakes Community • Sub -Task 3.1.1 Environmental Resource Permit — South Florida Water Management District Stormwater Management System: Under this task BA will coordinate and schedule a pre - application meeting as noted in Task 1 and correspondence with South Florida Water Management District (SFWMD) to -62- discuss stormwater management- design criteria, calculations and construction details as required for an Individual Environmental Resource Permit (ERP), Form 62- 330.060(1) including Sections A, C, D and E. BA staff will coordinate with WSP in the engineering and design of the proposed stormwater management system including calculations and construction drawings per section 63- 330 -451. The wetland delineation survey performed under Task 2.1, for the Twin Lakes Community, is required to determine the eastern limits of the wetland along Shaw Drive, as it relates to the proposed road improvements. The existing wetland limits should be overlaid with the proposed construction drawings to show that there will be no permanent impacts to the wetland due to the project construction. Under this task, BA will coordinate with WSP to prepare detail drawings for the construction of the proposed retainage walls and evaluate construction details and an action plan to avoid /minimize temporary impacts of the wetland during, construction. This scope assumes that wetland mitigation will be not be required and mitigation calculations and negotiations are not included. Sub -Task 3.1.1 — Deliverables: BA will coordinate the processing of the applications through the regulatory agencies, including attendance to meetings with the agencies during the permitting process that may be necessary to receive the approval. Deliverables include one (1) submittal of the application and supporting documents and up to two (2) responses to agency requests for additional information. • Sub -Task 3.1.2 Fish and Wildlife services Under this task BA and CC will coordinate with US Fish and Wildlife Services. Sub -Task 3.1.2 — Deliverables: CC will coordinate the processing of the applications through the regulatory agencies, including attendance to meetings with the agencies during the permitting process that may be necessary to receive the approval. Deliverables include one (1) submittal of the application and supporting documents and up to two (2) responses to agency requests for additional information. • Sub -Task 3.1.4 Florida Department of Environmental Protection (FDEP) permits Under this task, BA will prepare and submit as Application to Construct/ Operate /Abandon Class V Injection Well Systems (DEP Form 62- 528 - 900(1)) and a Notice of Intent to use NPDES Generic Permit for Stormwater Discharge from Large and Small Construction Activities (Rule 62- 621.300(4), F.A.C.), to FDEP for stormwater discharges during construction Sub -Task 3.1.4 Deliverables BA will coordinate with FDEP and will prepare and submit all required forms for the Class V injection wells and NPDES permits as required but the regulatory agencies. Sub -Task 3.2 Environmental Permitting — The Sands Community -63- • Sub -Task 3.2.1 Environmental Resource Permit — South Florida Water Management District Stormwater Management System: Under this task BA will coordinate and schedule a pre - application meeting as noted in Task 1 and correspondence with South Florida Water Management District (SFWMD) to discuss stormwater management- design criteria, calculations and construction details as required for an Individual Environmental Resource Permit (ERP), Form 62- 330.060(1) including Sections A, C, D and E. BA staff will coordinate with WSP in the engineering and design of the proposed stormwater management system including calculations and construction drawings per section 63- 330 -451. Task 3.2.1— Deliverables: BA will coordinate the processing of the applications through the regulatory agencies, including attendance to meetings with the agencies during the permitting process that may be necessary to receive the approval. Deliverables include one (1) submittal of the application and supporting documents and up to two (2) responses to agency requests for additional information. • Sub -Task 3.2.2 Fish and Wildlife services: Under this task BA and CC will coordinate with US Fish and Wildlife Services. Sub -Task 3.2.2 — Deliverables: CC will coordinate the processing of the applications through the regulatory agencies, including attendance to meetings with the agencies during the permitting process that may be necessary to receive the approval. Deliverables include one (1) submittal of the application and supporting documents and up to two (2) responses to agency requests for additional information. • Sub -Task 3.2.4 Florida Department of Environmental Protection (FDEP) permits Under this task, BA will prepare and submit as Application to Construct/ Operate /Abandon Class V Injection Well Systems (DEP Form 62- 528 - 900(1)) and a Notice of Intent to use NPDES Generic Permit for Stormwater Discharge from Large and Small Construction Activities (Rule 62- 621.300(4), F.A.C.), to FDEP for stormwater discharges during construction Sub -Task 3.2.4 Deliverables BA will coordinate with FDEP and will prepare and submit all required forms for the Class V injection wells and NPDES permits as required but the regulatory agencies. -64- Twin Lakes Development Road Im • rovement Pro'ect, Key Largo IP { ilii4 � r '"Ba.'ra�uda Blvd .., -- . litt ' .* 41 „."r 4 SEII . r l 4,„ P.. ' , I ,. i % o / J TdPai ,7„f' r ` r•' • �L� 4 711 to0, h 1. ,e' , , • - Raise the roads (Shaw Dr, Adams `"` 6.1i.- c I � , ~•� w � . r� Dr Crane St and install retaining ' ac ... � �' wall along Shaw Dr. • w .. ,.;r r. o . : 0 ; ' ' t 1, c � `' *• V Bow Vn - _ = m . ' ' • R • • • - iii ,� am t 1U 14i r•. ! r �” o rb " , " C PI a• Op t'.. • v t y , rt f 1c� IN mil , C'. h , 14., t • , 4 w. .+r 9. «�N .. to- - ;,� a 1;. • i ' . y a .�. ^.f r f S ms s br a.5: + ha" ' r•- 'Ir x .� • • 4 1 • y • • I , + z • • 0 " t(• • , • Z y •• • I , 3 fe'�• . i. M• . t I nstall pump station(s) and outfall at Crane � ,,__ . of '; ! •:d U• u - 4 ` - . if ye Ak Goo le Earth 9 Lake S . -.r4� +�r. T R6 N v ie c =.Yip �/a 4 t 2000 ft -65- Sands Community Road Improvement Project, Big Pine Key . , " ! � 't �►� . : •om fair r ,y i It Bal • .i h C c,',.. w' i '' ■ ; _ "° - _- '. Install pump station(s) with Raise the road elevation of Father . ' '� 10,3_44- outfall between Avenue J and Avenue I. Tony Way. �r' ve,;; t om • { + ! ~ i I . ,,.. „r,; ` , I" i j. 4 1 a + 1, . R 'rr , - Y.) 1 Pk , Ir.., ' • • - aes.R -. . 4 '� A` C; �' ` ., . a, � .r it A I Ii ' '` , 1 ham', _11„1%. %. v e l f Y /4. ,. •i :aril . s � 40# . m . ;•, r / .11I i* ■ C * la ‘ . 4 7- a* A 3 , . , i 1 44 '..," ..!ii fir L ''' .. . . " p � ti r.-:..,-* I � ,K • rah It � � ' lid', ^ . __ - t sons. i i 1 $ . - J b! ..n• Air* . !- s•i. r venue• ti►. ' � ,��..'•..c ve Googi: .,. - ,th VP N a ,• '„- -,,,ya 1 w 1 000 (t -66- Attachment 2 Scope of Services for A &P Consulting Transportation Engineers -67- WSP USA REQUEST FOR ELECTRICAL DESIGN SCOPE OF WORK Pump Station for Twin Lakes & Sands Community Proposal Monroe County October 16, 2018 Prepared By: AP ENGINEERS 10305 NW 41 ST, Suite 115, Doral FL 33178 -68- WSP USA Scope of Work - Pump Stations Table of Contents Table of Contents i Section 1.0 - Introduction 2 Section 2.0 - Project Description 2 Section 3.0 - Scope of Work and Deliverables 2 Section 3.1 Support for Draft Final Engineering Report (FER) / 30% Design Submittal 2 Section 3.2 60% Design Submittal (if required) 4 Section 3.3 90% Design Submittal 5 Section 3.4 Permit Package 5 Section 3.6 100% Design Submittal 5 Section 4.0 - Engineering Services During Construction 6 Section 5.0 - Project Design Cost 6 -69- WSP USA Scope of Work - Pump Stations Section 1.0 - Introduction WSP USA required the professional engineering services for the electrical design and permitting for two pump stations at Monroe County, Twin Lakes at Key Largo and Sands Subdivision at Big Pine Key. APCTE is pleased to submit this proposal to perform Electrical and Limited Construction Support Services for the two pump stations above referenced. The design of this project will consider coordination with the Electrical Power Utility, design, permitting and limited construction services following the Sea Level Rise and local authorities stated criteria's. Section 2.0 — Project Description The project includes the following tasks: • Design Work • Support for Draft FER/30% Design Submittal • 60% Design Submittal • 90% Design Submittal • Permit Package • 100% Design Submittal • Limited Construction Support Services Section 3.0 — Scope of Work and Deliverables Section 3.1 Support for Draft Final Engineering Report (FER) / 30% Design Submittal For the development of this sub -task, the following is the responsibility of A&P Consulting and Transportation Engineers: • Provide required electrical information for the Draft Final Engineering Report produced by WSP. • Attendance at Kick -off Meeting. • Field Visit to Project Site. • Site Photographs and Videos • Evaluation of Electrical Equipment Layout Configuration to minimize Pump Station Footprint (if required) • Design of an electric generator. -70- WSP USA Scope of Work - Pump Stations • Identification of Electrical Power Utility and Municipal Jurisdiction's Special Requirements for Power and SCADA. • Coordination with Electrical Power Utility potential point of services. • Plan Sheets, including but not limited to the following sheets (the following plan listing is anticipated based on the Scope of Work. • E -1 Electrical General Notes • E -2 Electrical Site Plan and Notes • E -3 Power /Control (MPE) and Wiring Schedule • E -4 Electrical Control Panel and Details • E -5 RTU Installation Wiring Diagrams • The electrical design shall include the following: • Electrical Service for this Pump Station will be coordinated with the Monroe County Electrical Utility Company based on the calculated load and location. Also, to withstand utility available fault current and design the service according to the utility standards. Tentatively we are evaluating a 480V, Three Phase, 4 Wire System, final voltage system will be stated once mentioned coordination take place. • Install main disconnect safety switch with fuses sized as per previous mentioned load calculation. • Stand -by generator set will be provided. Also, an Automatic Transfer Switch (ATS) will be provided allowing the power transfer between normal power and emergency. • Our design includes a "Pump Motor Control Panel" with normal power and emergency circuit breakers which will be mechanically interlocked. For a back- up electrical system, the above - mentioned emergency circuit breaker will be connected to a special receptacle which will be available for a portable generator. • Pump motor connection boxes will be provided to make the transition from the wet well which is a classified area to a non - classified area. • Wiring, raceway and grounding system. • Terminal blocks in control panel to be interconnected with terminal cable from RTU and terminal cable in control panel if this type of monitoring and control of the pump station is required will be provided. • Dry type transformer 480/240 -120 VAC to be installed outside the control panel to feed low voltage miscellaneous loads. • Control Panel suitable to be serviced entrance rated. • Size of conduit and grounding conductor shall be upgraded as required by NEC code. -71- WSP USA Scope of Work - Pump Stations • Appropriate working and maintenance clearances shall be observed for all new electrical equipment as required by NEC code. • The multi- conductor cables from the submersible pumps shall be cable cord fitting with gland nut and neoprene bushing at the pump motor connection box. Wet well is a Class I Division I Group D Hazardous Location. Seal off shall comply with NEC. • The motor rated Horsepower shall be adequate such that the pump is not overloading at any point in the performance curve from shut -off through run -out. Draft FER / 30% Deliverables: • Provide 30% Design Plans as follows: • E -1 & E -2. • Preliminary Opinion of Probable Electrical Costs (in excel format) Section 3.2 60% Design Submittal The 60% submittal will include, but is not limited to, the following information: • Responses from Draft FER / 30% Submittal • Plan Sheets, including but not limited to the following sheets (the following plan • listing is anticipated based on the Scope of Work. • E -1 Electrical General Notes • E -2 Electrical Site Plan and Notes • E -3 Power /Control (MPE) and Wiring Schedule • E -4 Electrical Control Panel and Details • E -5 RTU Installation Wiring Diagrams • Updated Opinion of Probable Electrical Costs (in excel format) • Attendance at Submittal Review Meeting. 60% Deliverables: • Provide 60% Design Plans as follows: o Three (3) Copies, 11" x 17" Design Plans • Updated Opinion of Probable Electrical Cost (in excel format) -72- WSP USA Scope of Work - Pump Stations Section 3.3 90% Design Submittal The 90% submittal shall include, but is not limited to, the following information: • Responses from 60% Submittal Review or 30% Submittal Review. • Revised Plan Sheets, including but not limited to the following sheets (the following plan listing is anticipated based on the Scope of Work. • E -1 Electrical General Notes • E -2 Electrical Site Plan and Notes • E -3 Power /Control (MPE) and Wiring Schedule • E -4 Electrical Control Panel and Details • E -5 RTU Installation Wiring Diagrams • Attendance at Submittal Review Meeting. 90% Deliverables: • Provide 90% Design Plans as follows: • Updated Opinion of Probable Electrical Cost (in excel format) Section 3.4 Permit Package A &P Consulting and Transportation Engineers shall support the preparation of the Permit Packages and signed it once the 90% submittal (Permit Dry Run Submittal) has been reviewed and approved. The submittal for the Permit Package will generally be: • Design Plans • Revised 90% Electrical Design Plans and Technical Specifications Signed and Sealed by A &P Consulting and Transportation Engineers' Engineer of Record (EOR). Section 3.5 100% Design Submittal The 100% submittal shall include, but is not limited to, the following information: • Responses from 90% Submittal Review • Final Electrical Plan Sheets, including any revisions deemed necessary during the permitting process. • Final Opinion of Probable Electrical Cost Estimate based on bid items in the standardized Proposal (in excel format). Including any revision deemed necessary during the permitting process. -73- WSP USA Scope of Work - Pump Stations 100% Deliverables: • Procurement Package containing: • Approved 100% Signed and Sealed Conformed Plans (Three (3) copies of 11 "x17 ") • Final Opinion of Probable Electrical Cost (one (1) copy) • Electrical Specifications. Updated Construction Schedule Section 4.0 Engineering Services During Construction The Limited Construction Support Services will include the following Tasks: • Review Pre -Bid Documents. • Respond to Pre -Bid Questions from Contractors. • Attendance at Pre - Construction and Public Information Meetings, as required. • Responses to Request for Information (RFI). • Review and approval of Shop Drawings, Review and approval of change order requests. • Review and approval of Shop Drawings, Review and approval of change order requests As -Built Certification. Section 5.0 — Project Design Cost The services described herein shall be performed on a lump sum fee basis as per APCTE, in the amount of $33,700.00 for Twin Lakes Pump Station and $32,579.00 for Sands Community Pump Station. Reimbursable expenses for this contract include, printing and reproduction costs. Fees for limited construction support services shall be accounted for in the total compensation. -74- Attachment 3 Scope of Services for Terracon Consultants -75- lTerracon August 16, 2018 Revised August 29, 2018 Revised September 12, 2018 Revised October 5, 2018 WSP USA 7650 Corporate Center Drive Suite 300 Miami, Florida 33126 Attn: Andres Cardona, PE Supervising Engineer Re: Proposal, Geotechnical Engineering Services (combine) Design and Permitting for the Sea Level Rise Pilot Project Twin Lakes subdivision in Key Largo and Specified roads in the Sands Subdivision in Big Pine Key Monroe County, Florida Proposal No. PH8185048 Dear Mr. Cardona: Terracon Consultants, Inc. (Terracon) appreciates the opportunity to submit this proposal to provide soil investigation and engineering services, the purpose of the geotechnical study will be to evaluate the subsurface conditions for the project site, and to provide geotechnical engineering recommendations related to the design and construction of the project components. This proposal outlines our understanding of the project, and provides a scope of services and schedule for the work: Compensation for our services is also described herein. A. PROJECT INFORMATION Site Location ITEM DESCRIPTION Twin Lakes subdivision in Key Largo and Location specified roads in the Sands Subdivision in Big Pine Key Existing conditions Roadway Current ground cover Grass /weed /trees and asphalt pavement. Responsive in Resourceful ® Reliable -76- Proposal, Geotechnical Engineering Services 1 r �rr�c ®� Design and Permitting for the Sea Level Rise Pilot Project • Monroe County, FI. October 5, 2018 • Proposal No. PH8185048 Project Description ITEM DESCRIPTION The project will include Pump stations and roadways Structu res B. SCOPE OF SERVICES GEOTECHNICAL EVALUATION The services for the Geotechnical Engineering Evaluation to be provided by Terracon are summarized in the following paragraphs. Field Program — As per your request the following field testing /exploration program will be used to evaluate the subsurface conditions at the project site. • Field mark boring locations and contact the Sunshine Underground Utility Clearance network for the location of public utilities. Private utilities will also need to be located. • Once underground utility clearance is obtained, mobilize a truck mounted drilling rig and drill Standard Penetration Test (SPT) borings in accordance with the table that follows. No. of Depth Location Total Footage (feet) Borings (feet) Proposed Roadway (1250 linear feet along 3rd Street — Big Pine 9 6 54 and 2890 linear feet along Shaw Drive — Key Largo = Total 4140 linear feet) Boring to be 4 15 60 performed every 300 ft Pump Stations (2 borings to 40 2 40 60 feet) • The SPT borings will be drilled using mud rotary methods and samples of the subsurface materials will be obtained at frequent vertical intervals in accordance with procedures outlined in ASTM D 1586 (the Standard Penetration Test). • Soil sampling in the SPT borings will be completed in general accordance with industry standard procedures wherein split - barrel samples are obtained. SPT split spoon sampling will be continuous to a depth of 10 feet, and at 5 — foot vertical intervals thereafter. In addition, we will observe and record groundwater levels during drilling. Once the samples Responsive • Resourceful • Reliable 2 -77- Proposal, Geotechnical Engineering Services �rr�c ®� Design and Permitting for the Sea Level Rise Pilot Project ■ Monroe County, Fir October 5, 2018 ■ Proposal No. PH8185048 have been collected and classified in the field, they will be placed in appropriate sample containers for transport to our laboratory. The boreholes will be backfilled with grout. • Two Field CBR will be performed to obtain the resilient modulus to be use for design of the proposed roadway. One Field CBR will be obtained from 3rd Street in Big Pine Key and one CBR will be obtained from Shaw Drive in Key Largo. • We assume that the site is accessible with a truck mounted drilling rig. Subsurface conditions may be encountered which merit alterations of the field boring and /or sampling programs described above. However, we will not perform additional scope or incur additional expense without your authorization. Laboratory Testing — The samples will be returned to our laboratory for visual classification by a geotechnical engineer. If organic soils are found within the subsurface materials, laboratory testing of the organic soils will be conducted including moisture content (ASTM D 2216) and organic content (ASTM D 2974). In addition, if silt material is encountered, the samples will be sieved through the -200 sieve to determine the percent of silt. The compressibility and strength of the subsurface materials will be assessed using the SPT Boring N values and laboratory testing. Engineering Analysis and Report — The results of our field and laboratory programs will be evaluated by a professional geotechnical engineer licensed in the State of Florida. Based on the results of our evaluation, an engineering report will be prepared. The report will include the following: ■ Computer generated boring logs with soil stratification based on visual soil classification • Summarized laboratory data • Groundwater levels observed during and after completion of drilling • Boring location plan • Subsurface exploration procedures • Encountered soil and bedrock conditions • Existing pavement section information • Recommendation for the Pump Stations o Estimated settlement of foundations • Seismic site classification • Subgrade preparation and earthwork recommendations • Typical pavement thickness recommendations Responsive • Resourceful in Reliable 3 -78- Proposal, Geotechnical Engineering Services � f �rr�c�n Design and Permitting for the Sea Level Rise Pilot Project ® FI. Monroe County, October 5, 2018 s Proposal No. PH8185048 Task 1.0 Pump Station SubTask 1.1 Field Work and laboratory testing Deliverable — 1 PDF copy, of field notes and boring Togs SubTask 1.2 Preliminary Report Deliverable — 1 PDF and 1 hard copy of preliminary report SubTask 1.3 Final Report Task 2.0 Roadway SubTask 2.1 Field Work and laboratory testing Deliverable — 1 PDF copy of field notes and boring logs SubTask 2.2 Preliminary Report Deliverable — 1 PDF and 1 hard copy of preliminary report SubTask 2.3 Final Report Deliverable — 1 PDF and 1 hard copy of signed and sealed final report SAFETY - IIF At Terracon, we all have a personal and uncompromising commitment to everyone going home safely each and every day. Incident and Injury-Free (IIF) is about care and concern for people. It is our personal and organizational commitment at all levels of the company and is where safety - is held as a core value as well as an operational priority. Working safely is an inseparable part of working correctly, just as much as other operational priorities, in particular quality, profitability and schedule. Incident and Injury-Free is our commitment to our people and others, who we value for who they are and what they do. IIF is not just something we do, it's in everything we do. As part of our IIF process, we will prepare a "Pre -Task Plan" for this project where we will identify the potential site safety and job hazards associated with your site. Our Pre -Task Plan will identify and prepare our personnel to be able to handle conditions such as but not limited to traffic control, environmental contamination, site access issues, overhead and underground utilities, adverse weather conditions, and personal protection equipment and will continually be reviewed and reevaluated throughout the field work activities. We understand that each site is unique and may contain different safety conditions and as a company to protect our personnel as well as others, we look at each site individually to identify the potential concerns. SCHEDULE We can commence the work within approximately two days after receipt of our signed Agreement for Services. This will begin with the field marking the proposed boring locations and clearing those locations for buried utilities. Boring layout and utility clearance will required 4 to 5 days. We expect the field exploration will require 4 days, if the weather conditions permit. We estimate the geotechnical reports can be submitted within about 15 working days after the field and laboratory work is completed. Total estimated time 30 working days. Responsive • Resourceful • Reliable 4 -79- Proposal, Geotechnical Engineering Services 1 r �rr�c ®� Design and Permitting for the Sea Level Rise Pilot Project • Monroe County, FI. October 5, 2018 • Proposal No. PH8185048 C. COMPENSATION For the scope of geotechnical services outlined in this proposal that includes drilling, engineering evaluation and report, we estimate that our fees for the previously described scope of services will be as shown on the following table. SERVICE FEE Task 1 $ 14,641.00 Task 2 $ 800.00 Task 3 $ 7,110.00 Total Task 1.0, 2.0 and 3.0 $ 22,551.00 The cost breakdown for each task is attached. Should it be necessary to expand our services beyond those outlined in this proposal, we will notify you, then send a supplemental proposal stating the additional services and fee. We will not proceed without your authorization. The not to exceed fees are based on the assumptions and conditions provided at the time of this proposal. D. AUTHORIZATION This proposal may be accepted by sending your Task Order authorization. We appreciate the opportunity to provide this proposal and look forward to working with you on this project. If you have any questions or comments regarding this proposal or require additional services, please give me a call. Sincerely, Terracon Consultants, Inc. - Rutu Nulkar, PE Hu Soto, PE. Senior Geotechnical Engineer Principal Attachment: Fee Breakdown Responsive • Resourceful ■ Reliable 5 -80- Attachment 6 Fee Estimate for Longitude Surveyors -81- I Tuesday, October 16, 2018 VIA EMAIL: Mauricio.Paredes @WSP.com KEY LARGO.DOCX Mr. Mauricio A. Paredes, PE Sr. Supervising Engineer WSP 7650 Corporate Center Drive, Suite 300 Miami, FL 33126 RE: Surveying services Monroe County - Design and Permitting for the Sea Level Rise Pilot Project in Key Largo, FL Dear Mr. Paredes, Pursuant to your request regarding a fee estimate for surveying and mapping services for the above referenced project, LONGITUDE SURVEYORS, LLC (LS), is pleased to submit the following proposal for your consideration. A. Scope of Work: LONGITUDE will perform a Topographic Survey to include the following tasks: • Longitude will recover and /or re- establish right of way monumentation to provide rights of way lines, centerlines, property lines, and all parcels with their number throughout limits of the project. In instances where Longitude cannot find sufficient monumentation to determine the rights of way; after the pavement has been located, LS will compute a best -fit centerline alignment showing the physical roadway location. • LS will provide a graphical baseline only. • LS will be provided Lidar data by the County. Longitude will process this information, and create linework, break lines and a Digital Terrain Model (DTM). Longitude will coordinate with the County to receive the Lidar data. • Longitude will supplement the Lidar with topographic survey where the Lidar information may be insufficient. • ' The Topographic Survey will consist of, but will not be limited to the following; paved roads, signs, trees, above ground evidence of underground utilities, manholes, drainage structures, driveways, etc. • LS will locate existing utilities by researching into utility provider records and contacting the utility companies to mark their facilities in the project limits. SUE (Designation with a GPR and Electro Magnetic Locator are not a part of this proposal). • Longitude will show all utility poles and provide data sheets listing pertinent identification information for each pole. • LS will collect elevations equivalent to a 100 -foot grid along the main roads and a 50 -foot grid at the intersections (this will be limited to the areas where LS performs Topographic Survey). • Longitude will perform check elevations throughout the survey limits to verify the integrity of the Lidar vertical information. • • LS will only locate trees with a 3 -inch diameter trunk or larger. Vegetation lines will also.be located. (this will be limited to the areas where LS performs Topographic Survey). • Longitude will collect rim, bottom and invert elevations, and attempt to provide pipe size and material of all existing sanitary and drainage structures. • Longitude will locate and show the soil boring test holes in coordination with Geotechnical Sub - consultant. • LS will locate and show wetlands in coordination with Environmental Sub - consultant, if applicable. This task must be coordinated to be performed while Longitude is on site performing the field survey. LS will not mobilize after the field survey is completed to perform this task. • LS will label the ground material (asphalt, sod, concrete, etc.) on the survey. • Horizontal control will be referenced to the State Plane Coordinate System (Florida East Zone NAD 83/2011). Vertical control will be referenced to NAVD 1988 established from the nearest governmental benchmark of record. B. Survey limits: Beginning at approximately Lake Street and Shaw Drive; then northerly along Shaw,Drive to Crane Street; then easterly along Crane Street to Adams Drive; then northerly along Adams Drive to its termination all lying within Key Largo, FL. The survey will extend approximately 25 feet beyond the rights of way. See attached aerials with the survey limits delineated provided by the client. LONGITUDE SURVEYORS 7715 nw 48 street • suite 310 • doral, fl 33166 • ph: 305.463.0912 • fax: 305.513.5680 -82- ' • it . 0 4 . - r•"4.$ ■ • /9". . .,a .. eF� a e o r '� i . 1, t I „" _ ,, ca, • k r . t '•:. ...41 u . ...1 . -r ' (6'e.r.(..k: - .4-Ir' . ,:„. .7. ' ; 114 P A I ,. ; t' i ,,,,:t5wleig• i•- ,_ ' m a . .. r• 14 7 � ' ! a' • 11 • r 7 6' r - � - Z , s� i I � ' � yr - _ , '' cn es R 1. fl ' '4 w - , r 1 T F .11 i Q� - s - anal - •' 4 j r• S r ..w� - M ���% Op ,Bravv `!` r V- L -a e S 20 S:Goog e.....7- _ . a a •• . Key Largo Survey Limits -83- - ---- 4 LONGITUDE SURVEYORS _. Tuesday, October 16, 2018 VIA EMAIL: Mauricio.Paredes @WSP.com BIG PINE KEY.DOCX Mr. Mauricio A. Paredes, PE Sr. Supervising Engineer • WSP 7650 Corporate Center Drive, Suite 300 Miami, FL 33126 RE: Surveying services for Monroe County - Design and Permitting for the Sea Level Rise Pilot Project Big Pine Key, FL Dear Mr. Paredes, Pursuant to your request regarding a fee estimate for surveying and mapping services for the above referenced project, LONGITUDE SURVEYORS, LLC (LS), is pleased to submit the following proposal for your consideration. A. Scope of Work: LONGITUDE will perform a Topographic Survey to include the following tasks: • Longitude will recover and /or re- establish right of way monumentation to provide rights of way lines, centerlines, property lines, and all parcels with their number throughout limits of the project. In instances where Longitude cannot find sufficient monumentation to determine the rights of way; after the pavement has been located, LS will compute a best -fit centerline alignment showing the physical roadway location. • LS will provide a graphical baseline only. ' • Longitude will perform a Topographic Survey which will consist of, but will not be limited to the following; paved roads, signs, trees, above ground evidence of underground utilities, manholes, drainage structures, driveways, etc. • LS will locate existing utilities by researching into utility provider records and contacting the utility companies to mark their facilities in the project limits. SUE (Designation with a GPR and Electro Magnetic Locator are not a part of this proposal). • Longitude will show all utility poles and provide data sheets listing pertinent identification information for each pole. • LS will collect elevations equivalent to a 100 -foot grid along the main roads and 50 -foot grid at the intersections. • LS will only locate trees with a 3 -inch diameter trunk or larger. Vegetation lines will also be located. • Longitude will collect rim, bottom and invert elevations, and attempt to provide pipe size and material of all existing sanitary and drainage structures. • Longitude will locate and show the soil boring test holes in coordination with Geotechnical Sub - consultant. • LS will locate and show wetlands in coordination with Environmental Sub - consultant, if applicable. This task must be coordinated to be performed while Longitude is on site performing the field survey. LS will not mobilize after the field survey is completed to perform this task. • LS will label the ground material (asphalt, sod, concrete, etc.) on the survey. • Horizontal control will be referenced to the State Plane Coordinate System (Florida East Zone NAD 83/2011). Vertical control will be referenced to NAVD 1988 established from the nearest governmental benchmark of record. B. Survey limits: Portions of Father Tom Way, 4th Street, Avenue D, Avenue E, Avenue F, Avenue G, Avenue H, Avenue I, and Avenue J all lying within Big Pine Key, FL. The survey will extend approximately 25 feet beyond the rights of way. Along Father Tom Way from the intersection with Avenue D to Avenue J all intersecting roads along the route will be surveyed up to 150 feet from the centerline of Father Tom Way east and west. See attached aerials with the survey limits delineated provided by the client. C. Deliverables: Longitude will provide WSP signed and sealed paper copies, CAD file and PDF of the resulting survey. • LONGITUDE SURVEYORS 7715 nw 48 street • suite 310 • doral, fl 33166 • ph: 305.463.0912 • fax: 305.513.5680 -84- V0' roe' D w • j ' • tom ' ' _ , - .t ' 11 t NI • t_ii. . R hi . ,.. . 44:: iar. poi ..,,,,.. ,...:::::,_ 11, illiJ 3 i .,* ...: 4 : 77,, . L ! •W 1 . 1. !.. - ' ' . ''' . je.' — ...' t., 17:& r s \ ' R i — ,, j. . , t t J- * r .:� 2 . . , . . 1....., , .: , . , 4 ii '.4 . ..' - . El Ave • II l• :NI j . ,,L) i 1 , 7' i i . _ - 7 11 , E l ri r ,_ .. — • • = q . . t t y .m eft ne h ii ..,. . a. - - / r, Ave' 6 . 4 • li *. $ , _ It , 1 - .+. y _ ±!' ■ tr ` ' 4 t. i x_ ?# AvelA _ _ , CD : - 4 Wiro r. ,T Big Pine Survey Limits -85- ATTACHMENT C VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS -86- VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS Project Description(s): SO C �v `'1 A Pilu--fd Of0jQCA _p c j i yt GA, ewv,„ 0. Respondent Vendor Name: WSP USA INC. Vendor FEIN: 11- 1531569 Vendor's Authorized Representative Name and Title: Ronald M. Colas, PE, SI, Vice President - Sr. Area Manager Address: 7650 Corporate Drive Center, Suite 300 City: Miami State: Florida Zip: 33126 Phone Number: 305 -514 -3100 Email Address: Ronald M. Colas, PE, SI, Vice President - Sr. Area Manager Section 287.135, Florida Statutes prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of any amount if, at the time of contracting or renewal, the company is on the Scrutinized Companies that Boycott Israel List, created pursuant to Section 215.4725, Florida Statutes, or is engaged in a Boycott of Israel. Section 287.135, Florida Statutes, also prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of $1,000,000 or more, that are on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector Lists which were created pursuant to s. 215.473, Florida Statutes, or is engaged in business operations in Cuba or Syria. As the person authorized to sign on behalf of Respondent, I hereby certify that the company identified above in the Section entitled "Respondent Vendor Name" is not listed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel and for Projects of $1,000,000 or more is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the [ran Petroleum Energy Sector List, or engaged in business operations in Cuba or Syria. I understand that pursuant to Section 287.135, Florida Statutes, the submission of a false certification may subject company to civil penalties, attorney's fees, and/or costs. I further understand that any contract with the County may be terminated, at the option of the County, if the company is found to have submitted a false certification or has been placed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel or placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List or been engaged in business operations in Cuba or Syria. Certified By: Ronald M. Colas, PE, SI , who is authorized to sign on behalf of the above ref - -- - - :d com ,ned by Ronald M l as, E, SI DN: cn= Ronald M Colas, PE, SI, c =US, o =WSP USA INC, Authorized Signature: . 1, emal= Ronald.Colas©wsp.com Print Name: Ronald M. Colas, PE, SI Title: Vice President - Sr. Area Manager Note: The List are available at the following Department of Management Services Site: http: / /www.dms.myFlorida.coin/business operations /state purchasinwlvendor _in format ion /convicted suspend ed discriminatory complaints vendor lists -R7- ACCORD CERTIFICATE OF LIABILITY INSURANCE DATE , o , ° 8YY) 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(les) must have ADDITIONAL INSURED provisions or 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 /MME; AJG Service Team Arthur J. Gallagher Risk Management Services, Inc. PHONE I FAX 250 Park Avenue, 5th Floor AIC. Na. Ex11: 212-9947100 I (Arc, Not: 212 -994 -7047 New York NY 10177 A DDDDR E SS: GGB .WSPUS.CERTREQUESTS(dlaJg.com INSURERS) AFFORDING COVERAGE NAIL • INSURER A: Zurich American Insurance Company 16535 INSURED WSPGLOB-01 INSURER a: liberty Insurance Corporation 42404 WSP USA Inc. One Penn Plaza INSURER C: New York, NY 10119 INSURER °: INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:656035461 .. . 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 MAY 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. -FAR .. - POLICY EFF POIJCY PAP . . . 4' TYPE OF INSURANCE I NSO y r„ POLICY NUMBER cm* Pc. Whyt oYYrn LIMITS A Ei COMMERCIAL GENERALLIABIUTY Y 1 GL09835B1 . B0 4/12018 4112018 EACH OCCURRENCE 51.000,000 . I. CLAIMS -MADE OCCUR { r 8Y R14" � PRFKr. e$ (Ea xvxrfr 5300,000 MEC ID(P (Arty one perm) S 5,000 eY 7 PERSONAL & ADV. INJURY S1,000.000 GENL AGGREGATE LIMIT APPLIES PER: i DATE .- -11 C ) 1 GENERAL AGGREGATE , 52,000000 . 13 POLICY I 1 2a LOC WAIVER IWF� YS_ ' 1RO0UCTs- COMP/OP AGG , 52,000.000 OTHER: a S B AUTOMOBILE LIABILITY Y J AS7621094080038 4/1/2018 41112019 IF �omalNlc 'SINGL$LIM4T 5 1.000,000 * actiden0 X ANY AUTO BODILY INJURY (Per perem) S — omen I SCHEDULED BODILY INJURY (Per accident) S AUTOS AUTOS ONLY I AUTOS HIRED NON•OWNED PN PERTYDAMAGE -; AUTOS ONLY AUTOS ONLY War accident) • S J T a UMBRELLA UAB I OCCUR EACH OCCURRENCE S EXCESS UAO CLAIMS4.1ADE AGGREGATE 1 OED 1 1 RETENTION S S 8 • VYORICERSCOMPENSATION WA7820094080010 4/112018 4/12010 X C PER EATUr: 99 I EP, TH AND EMPLOYERS' LIABILITY Y/N ANYPROPRIETOR/PARTNERIEXECUTLVE I � I EL EACH ACCIDENT 51,000,000 OFF10ERNEMBEREXCLUDElY1 I I NIA (Mandatory In NH) E,L DISEASE EA EMPLOYEE S 1,000,000 11 yyes dexa under • DESCRIPT1ON OF OPERATIONS thaw E.L. DISEASE - POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLJ:S (ACORD 101, Additional Remarks Sehadule, may ba attached If more apace Is required) THIRTY (30) DAYS NOTICE OF CANCELLATION RE: Project# - 193618; Project Description - Engineering Design and Permitting for Sea Level Rise Roadway and Drainage Pilot Project Monroe County is named as Additional Insured as respects General Liability and Auto liability policies, pursuant to and subject to the policys terms, definitions, conditions and exclusions. • CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Monroe County ACCORDANCE WITH THE POLICY PROVISIONS. 1100 Simonton Street AUTHORIZED REPRESENTATIVE Key West FL 33040 1 01988 -2015 ACORD CORPORATION. Alt rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD AFRO CERTIFICATE OF LIABILITY INSURANCE DATE o o °°` e 'I'r' 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(les) must have ADDITIONAL INSURED provisions or 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: AJG Service Team Arthur J. Gallagher Risk Management Services, Inc. PHONE I FAX 250 Park Avenue, 5th Floor 1Nc Na , Eat!; 212-981-2'185 I IA1C, Not: 212 - 994-7074 New York NY 10177 d GGB .WSPUS.CertRequests(d)alq•com _ INSU RER(SI AFFORDING COVERAGE NAIL 8 INSURERA: OBE Specialty Insurance Company 11515 INSURED 1NISPGLOB-01 INSURER B WSP USA Inc. One Penn Plaza INSURER C: New York, NY 10119 INSURER D: INSURER E : INSURER F : COVERAGES .. CERTIFICATE NUMBER: 1392780088 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 MAY 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 {1�..... ���... TM,-. t= ...�- .._.....,..z,......i f!+6_OIYYIP 9 LIMITS ..�..a_.... LTR TYPE OF INSURANCE �qD ? ypy0 POLICYNUM@ i COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE S DAW,GE TO RENTED 1 CLAIMS -MADE 11 OCCUR PRFXJSF.S t $ i MED EXP { /vr� one parent_ S PERSONAL & ADV INJURY S GEM AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 1 1 ECT 1 LOC I PRODUCTS - COMPIOP AGG 5 . AUTOMOBILE LIABILITY e �r I — i ANY AUTO @ BODILY INJURY (Per person) 1 S OWNED 9 SCHEDULED AUTOS ONLY I AUTOS AP' 'k .:,s ,'sl t BODILY INJURY (Per acdderd) S HIRED —� NON -OWNED w' . 'tEMEN PR • • - TY DAMAGE AUTOS ONLY _._ AUTOS ONLY BY �� $ =tidal) idal) _ v. ,, ,.,,, UMBRELLA LIAB OCCUR ro, Ia k EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE WAIVE UAt 1/ AGGREGATE $ DED RETENTIONS t ^rr1 S WORKERS COMPENSATION $. E t O AND EMPLOYERS' LIABILITY Y ANYPROPRIETORIPARTNERIEXECUTIVE EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N 1 A !Mandatory In NH) EL. DISEASE - EA EMPLOYE a $ If yyesa deaal under DESORIPTION OF OPERATIONS bens j EL DISEASE - POLICY LIMIT i A Ptah:nuns Uab&Iy 1 OP L0022830 11/112018 1001/2019 Par ClalmIApyepate $500,000 CLAIMS -MADE 1 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may bxattachad If more apace Is required) • THIRTY (30) DAYS NOTICE OF CANCELLATION RE: Pro - 193618; Project Description - Engineering Design and Permitting for Sea Level Rise Roadway and Drainage Pilot Project Monroe County is named as Additional Insured as respects General Liability and Auto Liability polities, pursuant to and subject to the polices terms. definitions, conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. Monroe County 1100 Simonton Street AUTHORIZED REPRESENTATIVE - Key West FL 33040 1 C. 10 1988 -2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2018!03) The ACORD name and logo are registered marks of ACORD