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Agreement with State of Florida Department Of Transportation �-�332_ Contract Number: CSFA/CFDA Number: SECOND AMENDED DEPARTMENT FUNDED AGREEMENT BETWEEN STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION AND THE CITY OF MIAMI BEACH THIS SECOND AMENDED AGREEMENT(hereinafter,the AGREEMENT)is made and entered into this 3 day of GC1 , 2019, between the State of Florida DEPARTMENT of Transportation, an agency of the executive branch of the State of Florida,hereinafter referred to as the`DEPARTMENT,'and the City of Miami Beach, a municipal corporation of the State of Florida,existing under the Laws of the State of Florida,hereinafter referred to as the 'CITY.' A. The PARTIES entered into a Department Funded Agreement dated September 30,2016(the"DFA")for Financial Project 439228-2-58-01 for roadway and drainage improvements on S.R. AlA/Indian Creek from 41"Street to 26th Street(M.P. 1.034 to M.P.0.232). B. In order to clarify the scope of services for the construction of the drainage system portion of the PROJECT under Section 2(a)(i)of the DFA,and for purpose of modifying the procurement process of the CITY under Section 2 from a Design-Build maximum bid contract to an Invitation To Bid, it was in the best interest of the PARTIES to amend the DFA on June 27,2019(the"First Amended DFA"). C.In order to complete the project within the entire limits established in the original DFA,it is in the best interest of the PARTIES to amend the First Amended DFA in accordance with this Agreement to re-establish the maximum participation by the Department under Section 3(a)(b)and(c). D. In consideration of the terms and provisions contained in this Agreement,the PARTIES have agreed to amend the First Amended DFA dated June 27,2019,and this Agreement shall therefore replace and supersede the DFA and the First Amended DFA in their entirety. RECITALS: WHEREAS, the DEPARTMENT has jurisdiction over and maintains the State Road (S.R.) A1A/Indian Creek Drive corridor within the CITY;and WHEREAS,the DEPARTMENT has drafted concept and construction plans for the construction of roadway and drainage improvements on S.R.A I A/Indian Creek Drive from 25th Street to 41"Street(M.R 5.566 to M.P.5.714, and M.P. 1.034 to M.P.0.232),hereinafter referred to as the 'PROJECT' as generally defined in the attached Exhibit "A," `Scope of Services and Scope of Work',incorporated herein by reference;and WHEREAS, the DEPARTMENT represents to the CITY that: 1.) it has programmed under its tentative FY16/17 work program, funding for the PROJECT under Financial PROJECT Number 439228-2-58-01;2.)intends Page 1 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 to adopt same as of FY16/17;and 3.)has agreed to reimburse the CITY for actual eligible PROJECT costs,as outlined in the attached Exhibit"B," 'Total Project Estimated Cost,' incorporated herein by reference;and WHEREAS,the CITY has agreed to design,develop and construct,the PROJECT,as hereinafter set forth in this Agreement;and WHEREAS,the parties hereto mutually recognize the need for entering into an Agreement designating and setting forth the responsibilities of each party;and WHEREAS, the parties are authorized to enter into this Agreement pursuant to Section 339.08(e) and 339.12, Florida Statutes(F.S.); NOW, THEREFORE, in consideration of the premises, the mutual covenants and other valuable considerations contained herein,the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. INCORPORATION OF RECITALS The foregoing recitals are true and correct and are incorporated into the body of this Agreement, as if fully set forth herein. 2. GENERAL REQUIREMENTS AND OBLIGATIONS OF THE PARTIES AS SUCH MAY BE AMENDED FROM TIME TO TIME a. The CITY shall procure, or otherwise retain, the services of a licensed contractor, or contractors,in accordance with Florida Statutes and CITY laws(as codified in the Code of the City of Miami Beach,as some may be amended from time to time),to design,develop,and construct the PROJECT. The CITY intends to utilize the following contracts: (i.) an existing competitively bid contract procured pursuant to CITY Invitation to Bid No. 2015- 267-KB for the construction of the seawalls portion of the PROJECT and competitively bid contracts through the National Joint Powers Alliance for the construction of Phase 1 and Phase 2 as further described in Exhibit "A"; and competitively bid contracts through City Wide Annual Contract for the public involvement advisories and coordination with the public and CEI Services. (ii) the following contracts procured in accordance and compliance with Section 287.055,Florida Statutes,for professional services related to the construction of Phase 1 through Phase 3,as further described in Exhibit"A": (1) Universal Engineering Sciences,Inc.-Project geotechnical report (2) Atkins North America,Inc. Formerly PBS&J,Inc.-Project survey (3) Stantec Consulting Services,Inc.-Environmental permits and benthic and shoreline survey (4) Ribbeck Engineering Inc.-Preparation of DCP and ITB package and coordination with the Department For the remainder of the PROJECT, the CITY shall competitively procure services through an Invitation to Bid (ITB) process (hereinafter "the Invitation to Bid (ITB) Contract"), in accordance and compliance with Section 255.20,Florida Statutes. The CITY shall ensure that the ITB Package is inclusive of the applicable DEPARTMENT standards and specifications set forth in the attached Exhibit"E,"incorporated herein by reference,and shall further provide the proposed ITB package, 90% and 100% plans to the DEPARTMENT for review and approval,prior to the CITY proceeding with the procurement of the ITB Contract. Page 2 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 b. The CITY shall deliver all phases of the PROJECT, as generally defined in Exhibit"A," 'Scope of Services',including,without limitation,design,development,construction,onsite and off-site field and laboratory sampling and testing, and Construction Engineering Inspection (CEI) services. The CITY shall administer,supervise, implement,evaluate and inspect all aspects of the PROJECT until completion, and in accordance and compliance with the attached Exhibit "F," incorporated by reference herein, shall, prior to commencement of construction, provide the necessary PROJECT Construction Engineering Inspection (CEI) services for all work within DEPARTMENT right of way. Any change to the Scope of Services shall require an amendment,approved by the parties in accordance with the provisions of Paragraph 12 of this Agreement. c. The construction and administration of the portion of the PROJECT((i)within the public's right of way, and (ii) under FDOT's jurisdiction shall be subject to the DEPARTMENT standards and specifications set forth in Exhibit"E."For all work within DEPARTMENT right of way,the CEI minimum staffing requirements shall comply with the DEPARTMENT's provisions as set forth in Exhibit "F." Construction operations and materials incorporated in the PROJECT must be in compliance with the FDOT Standard Specifications for Road and Bridge Construction(including all modifications,such as supplemental and special provisions). Materials will be sampled, tested and inspected in accordance with the FDOT Standard Specifications,at FDOT's Materials Laboratory,using the Sampling Testing and Reporting Guide (STRG)as a guide and the FDOT construction Project Administration Manual(Topic No.700-000-000).The CITY shall be responsible for all PROJECT level inspection, verification testing, and assuring all data are entered into the DEPARTMENT's Materials database. d. The CITY shall not execute any contract, or obligate itself in any manner requiring the disbursement of DEPARTMENT funds, with any consultant or contractor with respect to the PROJECT, without the prior written approval of the DEPARTMENT, which approval shall not be unreasonably withheld, conditioned, or delayed. The DEPARTMENT specifically reserves the right to review (which review shall not be unreasonably withheld, conditioned or delayed) the qualifications of any PROJECT consultant or contractor and to approve or disapprove CITY's retention of same. Funds reasonably expended by the CITY for any work fundamental to this PROJECT (which work, may include, without limitation surveying,seawall construction,and drainage work)will be counted toward the CITY's"maximum limiting amount," as defined in Paragraph 3(c) of this Agreement, if said expenditures are for actual "eligible PROJECT costs,"as such term is defined in Exhibit"B." e. The CITY's attorney shall certify to the DEPARTMENT that the process utilized by the CITY in procuring any consultant for engineering,architecture,or surveying services for the PROJECT is in compliance with the provisions of Section 287.055, Florida Statutes, including but not limited to, the contracts referenced in Paragraph 2(a)(ii) of this Agreement. Subject to receipt of the above described certification, the DEPARTMENT will approve the CITY's proposed use, as represented by the CITY, of each the contracts identified in Paragraph 2(a)(ii). The DEPARTMENT will only provide reimbursement for expenditures incurred by the CITY for engineering,architecture,or surveying services for the PROJECT, if the expenditures are provided pursuant to contracts procured in compliance with Section 287.055 F.S. Eligible expenditures incurred under contracts which are not procured in compliance with the provisions of Section 287.055 F.S.will not be reimbursed,but will still be counted towards the CITY's"maximum limiting amount,"as such term is defined in Paragraph 3(c)of this Agreement. f. The CITY's attorney shall further certify to the DEPARTMENT, for purposes of any agreement pursuant to which the CITY will incur expenditures for which the CITY will seek reimbursement under this Agreement or for which the CITY will incur expenditures to be counted towards the CITY's "maximum limiting amount"that the purchase of such goods or services is in compliance with the applicable provisions of the City's Procurement Ordinance,as codified in Chapter 2,Article VI,Sections 2-311 through 2-410 of the Code of the City of Miami Beach(the"City's Code"),and with all other applicable CITY laws governing the CITY's procurement ("applicable CITY laws"). The DEPARTMENT will only provide reimbursement for expenditures of such goods and services incurred by the CITY under contracts entered into in compliance with the City's Code and applicable CITY laws. Eligible expenditures for such goods and services incurred under contracts which are not entered into in compliance with the provisions of the Page 3 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 City's Code and applicable CITY laws will not be reimbursed,and will not be counted towards the CITY's "maximum limiting amount,"as such term is defined in Paragraph 3(c)of this Agreement.Subject to receipt of the above described certification, the Department will approve the CITY's proposed use,as represented by the CITY, of an existing CITY contract which was competitively procured pursuant to CITY Invitation to Bid No. 2015-267-KB, and of existing CITY contracts which embody ("piggy-back") the terms of competitively bid contracts procured through the National Joint Powers Alliance, as further stipulated in Paragraph 2(a)(i)of this Agreement. The use of all other contracts must be approved in accordance with Paragraph 2(e)of this Agreement. g. This Agreement and any interest herein shall not be assigned, transferred or otherwise encumbered by the CITY under any circumstances without prior written consent of the DEPARTMENT, which consent shall be within the DEPARTMENT's sole discretion. h. The CITY shall comply with all federal,state,and local laws and ordinances applicable to work or payment of work hereof, and will not discriminate on the grounds of race, color, religion, sex, national origin,age or disability in the performance of work under this Agreement. i. The CITY agrees to comply with Section 20.055(5), F.S., and to incorporate in all PROJECT contracts the obligation to comply with Section 20.055(5), F.S., which requires the cooperation with the inspector general in any investigation, audit, inspection, review, or hearing pursuant to Section 20.055,F.S. j. The DEPARTMENT grants to the CITY, and its agents, employees, consultants and contractors,a Right of Entry on the DEPARTMENT's right of ways within the PROJECT limits,for any and all purposes in connection with the CITY's design,development and construction of the PROJECT. This Right of Entry shall be limited to the Term of this Agreement and is not intended to create any property rights in the CITY. 3. PROJECT COST,DEPARTMENT PARTICIPATION AND PROJECT COST ELIGIBILITY a. The total available reimbursable funding for the PROJECT is THIRTY SEVEN MILLION FIVE HUNDRED THOUSAND DOLLARS($37,500,000.00),as set forth in Exhibit"B"hereto. b. The DEPARTMENT agrees to a maximum participation for actual eligible reimbursable costs in the PROJECT, including contingencies in the amount of TWENTY EIGHT MILLION TWO HUNDRED AND FIFTY THOUSAND DOLLARS($28,250,000.00),as set forth in Exhibit"B"hereto(the DEPARTMENT's"maximum limiting amount"). Any work performed prior to the September 30,2016 shall not be eligible for reimbursement. However, actual eligible PROJECT costs incurred by the CITY prior to the Effective Date will still be counted towards the CITY's "maximum limiting amount," as defined in Paragraph 3(c)of this Agreement, regardless of whether such costs have been incurred prior to the date of this Agreement. Supporting documentation must be provided by the CITY to substantiate such costs,and to substantiate receipt of the Deliverables, as that term is defined in Paragraph 5(c) of this Agreement. Supporting documentation shall be of the same type that would be required under this Agreement for the purpose of reimbursement,and the Deliverables must comply with the standards required by this Agreement. It is understood and agreed that the DEPARTMENT'S maximum participation shall be limited to the amount set forth in Exhibit"B." c. The CITY agrees to a maximum participation in the PROJECT, including contingencies but excluding any amendments approved by the parties pursuant to Article 12 of this Agreement, in the amount of NINE MILLION TWO HUNDRED AND FIFTY THOUSAND DOLLARS($9,250,000.00),as set forth in Exhibit"B"(the CITY's"maximum limiting amount"). d. The DEPARTMENT agrees to reimburse the CITY for the completion of the PROJECT (which PROJECT the CITY and DEPARTMENT hereby agree shall be deemed"complete"if delivered by the CITY substantially in accordance with the DEPARTMENT approved Project Design Plans(PDP),as set Page 4of32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2.58-0I forth in Paragraphs 7(c)and 7(f)of this Agreement,up to the DEPARTMENT'S maximum limiting amount, and if all conditions required for final acceptance of the PROJECT, as set forth in the DEPARTMENT's Standard Specifications for Road and Bridge Construction, have been met. Reimbursement shall be in accordance to,and in compliance with,the payment provisions of Paragraphs 4 and 5 of this Agreement. It is understood that utility relocation and utility relocation related work is outside the Scope of Services and Scope of Work(as generally defined in Exhibit"A")for the PROJECT,and the DEPARTMENT shall not pay, nor be billed for,costs for utility relocation related work,unless otherwise agreed to by the parties by amendment in accordance with the provisions of Paragraph 12 of the Agreement. It is further understood that the ITB Contract shall only require the Contractor to utilize the services of law enforcement officers when required by the DEPARTMENT'S Standard Specifications for Road and Bridge Construction. If the CITY requires the Contractor to utilize additional services of law enforcement officers, beyond the requirement included in the DEPARTMENT's standard specifications,then the CITY shall be solely liable for payment of the additional services (unless otherwise agreed to by the parties by written amendment in accordance with Paragraph 12 of this Agreement),and any costs incurred by the CITY for such services shall not count towards the CITY's"maximum limiting amount,"as defined in Paragraph 3(c)of this Agreement. It is also understood and agreed that,except for any DEPARTMENT permit requirement for work on state right of way,the DEPARTMENT shall not participate in the cost of services of law enforcement officers outside the ITB Contract,and shall therefore not be responsible for the cost of services of law enforcement officers in any other CITY construction contract,and the costs of such services shall not count towards the CITY's "maximum limiting amount",as defined in Paragraph 3(c)of this Agreement. e. The DEPARTMENT and the CITY shall have the joint responsibility for resolving claims and requests for additional work for the PROJECT. The responsibility for payment of claims and/or requests for additional work shall be allocated equitably between the CITY and the DEPARTMENT. In determining the equitable allocation of the parties' respective payments obligations, the parties shall consider the following: (i.)their respective proportionate share percentages in the costs of the PROJECT(to wit: 78.7% for the DEPARTMENT and 21.3%for the CITY);(ii.)the benefits to their respective facilities resulting from the additional work and materials;and(iii.)their respective responsibility for the condition or circumstances giving rise to the claim or additional work. The parties'settlement of claims and/or authorization of requests for additional work and materials shall be memorialized by an amendment,in accordance with the provisions of Paragraph 12 of this Agreement. Costs incurred for payment of claims shall not count as contributions towards the parties'respective maximum limiting amounts. The DEPARTMENT shall not participate in additional PROJECT costs related to design changes not agreed to in writing by the DEPARTMENT in the DEPARTMENT approved Project Design Plan(PDP), or related to design errors. f. The parties recognize and acknowledge that The ITB Contract price exceeded the DEPARTMENT's official cost estimate for the entire portion of the PROJECT corresponding to the scope of the ITB Contract by$4,500,000,which both parties agree to share(50%to the DEPARTMENT and 50% to the CITY).See summary of cost estimate attached. 4. INVOICING Monthly progress payments shall be paid to the CITY pursuant to invoices submitted for reimbursement of actual eligible PROJECT costs incurred by the CITY. Such invoices shall be submitted in accordance and compliance with the provisions set forth in Paragraph 5 of this Agreement. The CITY shall provide to the DEPARTMENT a copy of the fully executed contracts described in Paragraph 2(a) of this Agreement. The CITY shall not invoice the DEPARTMENT for items not included in the Scope of Services,as generally described in Exhibit "A" hereto (such as utility relocation work, or enhanced PROJECT law Page 5 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 enforcement services),unless otherwise agreed to by the parties by amendment,in accordance with Paragraph 12 of the Agreement. The CITY shall provide to the DEPARTMENT a statement from the CITY's PROJECT Manager certifying that the goods and services to be paid under the invoice have been satisfactorily completed and delivered in accordance with the DEPARTMENT approved PDP and,where applicable,in conformance with the standards and specifications set forth in Exhibit"E"herein. The DEPARTMENT agrees to pay invoices submitted by the CITY, for actual eligible PROJECT costs incurred by the CITY,to a maximum amount of TWENTY SIX MILLION AND 00/100 DOLLARS ($26,000,000) at 78.7%of the invoiced amount,or at a higher rate (up to 100%)to the extent that a higher percentage rate is necessary to bring the DEPARTMENT's participation for actual eligible costs in the PROJECT to its proportionate share(78.7%),after considering any non-billable actual eligible costs incurred by the CITY prior to the Effective Date.The DEPARTMENT also agrees to pay invoices submitted by the CITY,for actual eligible additional PROJECT costs incurred by the CITY,to a maximum amount of TWO MILLION TWO HUNDRED AND FORTY FOUR THOUSAND ONE HUNDERED FORTY EIGHT AND 16/100 DOLLARS ($2,250,000.00)at 50%of the invoiced amount,or at a higher rate (up to 100%)to the extent that a higher percentage rate is necessary to bring the DEPARTMENT's participation for actual eligible costs in the PROJECT to its proportionate share(50%of$4,500,000.00),after considering any non- billable actual eligible costs incurred by the CITY prior to the Effective Date.Expenditures for items added to the Scope of Services in Exhibit"A"shall not be considered in computing the percentage share of eligible PROJECT costs incurred by the parties, unless expressly added to such Scope of Services by written amendment in accordance with the provision of Paragraph 12 of this Agreement. The CITY shall be required to submit the final invoice on this PROJECT to the DEPARTMENT within one hundred twenty(120)days after the expiration of the Term of this Agreement.The final invoice for the PROJECT shall likewise be subject to the certification provision of this Paragraph 4, and to the Standard Financial Provisions of Paragraph 5 below. 5. STANDARD FINANCIAL PROVISIONS a. The DEPARTMENT agrees to reimburse the CITY,up to the DEPARTMENT's maximum limiting amount of($28,250,000.00), for all actual eligible PROJECT costs incurred by the CITY, after September 30,2016,for delivery of the PROJECT,in accordance with the DEPARTMENT approved Project Design Plan ("PDP"). The total estimates of the PROJECT costs are included in Exhibit "B." Reimbursement shall be made in accordance with the financial provisions and invoicing provisions,and in accordance with this Agreement. b. The CITY shall provide quantifiable,measurable,and verifiable units of deliverables.Each deliverable must specify the required minimum level of service to be performed and the criteria for evaluating successful completion. The PROJECT, identified as PROJECT Number 439228-2-58-01, and the quantifiable, measurable,and verifiable units of deliverables shall consist of services and materials required to deliver the PROJECT in accordance with the DEPARTMENT approved PDP. c. Invoices shall be submitted by the CITY in detail sufficient for a proper pre-audit and post audit based on the quantifiable, measurable and verifiable units of deliverables, as generally described in Exhibit "A" — `Scope of Services' and in accordance with the approved PDP (the "Deliverables". Deliverables must be received and accepted in writing by the DEPARTMENT's PROJECT Manager prior to payments,which review and acceptance shall not be unreasonably withheld,conditioned,or delayed. d. Supporting documentation must establish that the Deliverables were received and accepted in writing by the CITY,and must also establish that the required minimum level of service to be performed, based on the criteria for evaluating successful completion of the PROJECT Deliverables were met. e. There shall be no reimbursement for travel expenses under this Agreement. Page 6 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-0! f. Payment shall be made only after receipt and approval of goods and services, unless advance payments are authorized by the Chief Financial Officer of the State of Florida under Chapters 215 and 216, F.S. If the DEPARTMENT determines that the performance of the CITY is unsatisfactory, the DEPARTMENT shall notify the CITY of the deficiency to be corrected, which correction shall be made within a time-frame to be specified by the DEPARTMENT. The CITY shall, within five days after notice from the DEPARTMENT, provide the DEPARTMENT with a corrective action plan describing how the CITY will address all issues of contract non-performance,unacceptable performance,and failure to meet the minimum performance levels,deliverable deficiencies, or contract non-compliance. If the corrective action plan is unacceptable to the DEPARTMENT, the CITY shall be assessed a non-performance retainage equivalent to 10% of the total invoice amount. The retainage shall be applied to the invoice for the then- current billing period.The retainage shall be withheld until the CITY resolves the deficiency.If the deficiency is subsequently resolved, the CITY may bill the DEPARTMENT for the retained amount during the next billing period.If the CITY is unable to resolve the deficiency,the funds retained may be forfeited at the end of the Agreement's term.(Section 287.058(1)(h),F.S.). The CITY providing goods and services to the DEPARTMENT should be aware of the following time frames.Inspection and approval of goods or services shall take no longer than five(5)business days unless the bid specifications, purchase order,or contract specifies otherwise.The DEPARTMENT has twenty (20) business days to deliver a request for payment (voucher) to the DEPARTMENT of Financial Services.The twenty (20)business days are measured from the latter of the date the invoice is received or the goods or services are received,inspected,and approved.(Section 215.422(I),F.S.). If a payment is not available within forty(40)business days,a separate interest penalty at a rate as established pursuant to Section 55.03(1), F.S., will be due and payable, in addition to the invoice amount, to the CITY. Interest penalties of less than one (1) dollar will not be enforced unless the CITY requests payment. Invoices that have to be returned to CITY because of CITY preparation errors will result in a delay in the payment.The invoice payment requirements do not start until a properly completed invoice is provided to the DEPARTMENT.(Section 215.422(3)(b),F.S.) A Vendor Ombudsman has been established within the DEPARTMENT of Financial Services. The duties of this individual include acting as an advocate for CITY who may be experiencing problems in obtaining timely payment(s)from a CITY.The Vendor Ombudsman may be contacted at(850) 413-5516.(Section 215.422(5)and(7),F.S.) g. Records of costs incurred under the terms of this Agreement shall be maintained and made available upon request to the DEPARTMENT at all times during the period of this Agreement and for five (5) years after final payment is made. Copies of these documents and records shall be furnished to the DEPARTMENT upon request.Records of costs incurred include the CITY's general accounting records and the PROJECT records, together with supporting documents and records, of the contractor and all subcontractors performing work on the PROJECT,and all other records of the Contractor and subcontractors considered necessary by the DEPARTMENT for a proper audit of costs.(Section 287.058(4),F.S.) h. In the event this contract is for services in excess of$25,000.00 and a term for a period of more than 1 year,the provisions of Section 339.135(6)(a),F.S.,are hereby incorporated: "The DEPARTMENT,during any fiscal year,shall not expend money,incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract. The DEPARTMENT shall require a statement from the Comptroller of the DEPARTMENT that such funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for periods exceeding 1 year,but any contract so Page 7 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years;and this paragraph shall be incorporated verbatim in all contracts of the DEPARTMENT which are for an amount in excess of$25,000.00 and which have a term for a period of more than 1 year." i. The DEPARTMENT's obligation to pay is contingent upon an annual appropriation by the Florida Legislature. (Section 216.311,F.S.) j. The CITY and the DEPARTMENT acknowledge and agree to the following: i. The CITY 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 CITY during the term of the contract;and ii.The CITY shall expressly require any contractors and subcontractors performing work or providing services pursuant to the State 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 subcontractor during the contract term.(Executive Order Number 2011-02). 6. AUDITS The administration of State resources awarded through the DEPARTMENT to the CITY by this Agreement may be subject to audits and/or monitoring by the DEPARTMENT. The requirements set forth in Exhibit"D"herein do not limit the authority of the DEPARTMENT to conduct or arrange for the conduct of additional audits or evaluations of State financial assistance or limit the authority of any state CITY inspector general, the State of Florida Auditor General,or any other state official. The CITY shall comply with all audit and audit reporting requirements as specified Exhibit"D." 7. ADDITIONAL OBLIGATIONS OF THE CITY a. The CITY shall be responsible for assuring that the PROJECT complies with all applicable Federal,State and local laws,rules,regulations,guidelines and standards. b. The CITY is authorized to enter into this Agreement,pursuant to a Resolution approval by the CITY Commission Agreement. A copy of said Resolution is attached hereto as Exhibit "C," and is herein incorporated by reference. c. Upon receipt of the PROJECT Design Plans("PDP")by the CITY,or any portion thereof, the CITY shall submit the PDP to the DEPARTMENT for review and approval.The DEPARTMENT shall have a period of fourteen (14) business days from the date that the CITY submits the PDP to the DEPARTMENT for review and comment("Comment Due Date",for purposes of this Agreement,business days shall exclude weekends and DEPARTMENT observed holidays).The CITY shall address any concerns of the DEPARTMENT pertaining to the PDP. The DEPARTMENT shall provide a final approval of the PDP once the CITY has addressed the DEPARTMENT's comments. PROJECT construction shall not commence until the DEPARTMENT has given approval of the PDP, such approval shall not be unreasonably withheld,conditioned,or delayed. In the event of any major modifications to the DEPARTMENT approved PDP, the CITY shall submit such proposed modified plans to the DEPARTMENT for review and approval. In the event that any Major Modifications are required during construction, the CITY shall immediately notify the DEPARTMENT prior to implementing the same, and the parties shall cooperate to review the matter in a timely manner so that the timely construction schedule of the PROJECT is not affected. A "Major Modification" is any modification that materially alters the kind or nature of the work depicted in the approved PDP, or that alters the integrity or maintainability of the roadway improvements or related components. The DEPARTMENT shall have a period of fourteen(14)business days from the date that the Page 8 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-0I CITY submits proposed then modified plans for review and comment. The DEPARTMENT shall not unreasonably withhold, condition, or delay its approval to a proposed Major Modifications to the PDP. If approved by the DEPARTMENT, any and all such approved Major Modifications shall be deemed to be incorporated into,and shall become part of,the DEPARTMENT approved PDP. d. The CITY shall require its construction contractors to maintain, at all times during the PROJECT construction, Commercial General Liability insurance providing continuous coverage for all work or operations performed under the construction contract(s).Such insurance shall be no more restrictive than that provided by the latest occurrence form edition of the standard Commercial General Liability Coverage Form(ISO Form CG 00 01)as filed for use in the State of Florida.The limits of coverage shall not be less than$1,000,000 for each occurrence and not less than a$5,000,000 annual general aggregate, inclusive of amounts provided by an umbrella or excess policy,or such other minimum insurance coverage that may be required by the DEPARTMENT's Standards and Specifications for Road and Bridge Construction, as amended from time to time. The CITY shall further cause its contractors to name the DEPARTMENT as additional insured party on the afore-stated policies, and to provide evidence of Workers' Compensation Insurance in accordance with the laws of the State of Florida, and in amounts sufficient to secure the benefit of the Florida Workers'Compensation law for all employees. e. To the extent provided by Florida law,and without waiving any limitations on the City's liability under Florida law(including without limitation,Section 768.28 F.S.),the CITY shall indemnify, defend and hold harmless the DEPARTMENT against any actions, claims, or damages arising out of, relating to,or resulting from negligent or wrongful act(s)of any of its officers,agents or employees,acting within the scope of their office or employment,in connection with the rights granted to or exercised by the CITY hereunder,to the extent and within the limitations of Section 768.28,Florida Statutes.The foregoing indemnification shall not constitute a waiver of sovereign immunity beyond the limits set forth in Florida Statutes,Section 768.28,nor shall the same be construed to constitute agreement by the CITY to indemnify the DEPARTMENT for the negligent acts or omissions of the DEPARTMENT, its officers, agents or employees.Nothing herein shall be construed as consent by the CITY or the DEPARTMENT to be sued by third parties in any manner arising out of this Agreement. f. . Prior to commencement of the construction work on the ITB Contract,the DEPARTMENT must approve the PDP, and the CITY shall provide notice to the DEPARTMENT. The CITY agrees that the DEPARTMENT may, at reasonable times during the construction of the PROJECT, inspect the PROJECT construction site, and perform such tests as are reasonably necessary to determine whether the goods or services required to be provided by the CITY'S construction contractors, pursuant to their agreements with the CITY, conform to the terms of said agreements. Furthermore, upon completion of construction, the CITY shall invite the DEPARTMENT on a final inspection of the PROJECT, and will incorporate those DEPARTMENT concerns that are within the scope of the PROJECT construction contracts, into the final PROJECT punch lists with the CITY contractors. The DEPARTMENT shall have the right to inspect and to perform tests,but not the obligation to do so. This provision shall not be construed to alter the CITY's obligation to perform construction engineering inspections and testing of the PROJECT under this Agreement. g. The CITY shall be required to obtain all necessary permits for the PROJECT from pertinent governmental agencies,prior to commencing construction of the PROJECT. h. Upon completion of all work related to construction of the PROJECT, the CITY will be required to submit to the DEPARTMENT final as-built plans for the PROJECT improvements and an engineering certification that construction was completed in accordance with the approved PDP. Additionally,the CITY shall vacate those portions of the DEPARTMENT's right-of-way used to construct the PROJECT, and shall remove the CITY's and/or its contractors', property, machinery, and equipment from said portions of the DEPARTMENT's right-of-way. Furthermore, the CITY shall restore those portions of the DEPARTMENT right-of-way damaged by PROJECT construction activities to the same or better condition than that which existed immediately prior to commencement of the construction of the PROJECT. Page 9 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 i. Except as otherwise set forth herein, the CITY shall require its contractors to provide warranties for all work performed which comply, at minimum, in accordance with DEPARTMENT Standards and Specifications for the ITB Contract. 8. MAINTENANCE OBLIGATIONS During construction,maintenance in the State right of way,within the PROJECT limits,shall be the responsibility of the CITY's contractors,commencing as of the first date of construction. The CITY shall enter into a Maintenance Memorandum of Agreement with the DEPARTMENT to address the CITY's maintenance obligations upon final completion of the PROJECT 9. TRAFFIC SIGNALIZATION IMPROVEMENTS The parties acknowledge that, pursuant to the Traffic Signal Maintenance and Compensation Agreement (the "Traffic Signal Agreement") between the DEPARTMENT and Miami-Dade County (the "COUNTY"),the COUNTY is the operational and maintaining agency of the traffic signals or signal systems (collectively "traffic signalization improvements")on the State Highway System,and the DEPARTMENT shall assign the operation and maintenance obligations of the PROJECT traffic signalization improvements to the COUNTY in accordance with the terms of the Traffic Signal Agreement.As such,the parties agree as follows: (a)The CITY shall submit the PDP to the COUNTY for the sole purposes of allowing the COUNTY to review and approved the PROJECT traffic signalization improvements; (b)The CITY shall invite the COUNTY on the final inspection of the PROJECT traffic signalization improvements.The COUNTY shall have the opportunity to inspect and request modifications or corrections to the installation of the traffic signalization improvements,and the CITY shall undertake those modifications or corrections prior to the final acceptance of the same, so long as the modifications or corrections comply with the terms of the Traffic Signal Agreement,and the signal plans and specifications previously approved by the parties and the COUNTY. 10. ADDITIONAL REMEDIES In addition to any other remedies provided hereunder,in the event that the CITY is in default of this Agreement and,following written notice from the DEPARTMENT,the CITY fails to cure any such default within the cure period provided in the notice, then the DEPARTMENT may, at its option, terminate the Agreement and pursue all remedies available to the DEPARTMENT under the law,including but not limited to seeking reimbursement for damages and costs for the CITY's failure to cure any such default. 11. GOVERNING LAWNENUE This Agreement shall be governed and construed in accordance with the laws of the State of Florida. The parties agree that Leon County shall serve as the jurisdictional venue for any dispute arising from this Agreement. 12. AMENDMENT This Agreement may be amended by mutual agreement of the DEPARTMENT and the CITY expressed in writing,executed and delivered by each party,with the same formalities of this Agreement. 13. INVALIDITY If any part of this Agreement shall be determined to be invalid or unenforceable,the remainder of this Agreement shall not be affected thereby, if such remainder continues to conform to the terms and requirements of applicable law. Page 10 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 14. COMMUNICATIONS a. All notices, requests,demands, consents, approvals and other communications which are required to be served or given hereunder, shall be in writing and hand-delivered or sent by either registered or certified U.S.mail,return receipt requested,postage prepaid,addressed to the party to receive such notices as follows: To DEPARTMENT: Fabiana Gonzalez Project Manager Florida Department of Transportation, District 6 1000 NW 111 Avenue,Room 6202B Miami,Florida 33172-5800 Ph.:(305)470-5183 E-mail:Fabiana.Gonzalez@dot.state.fl.us With copy to: Harold A.Desdunes,P.E. Director of Transportation Development Florida Department of Transportation, District 6 1000 NW l 1 Ith Ave.-Room 6233 Miami,Florida 33172 Phone#(305)470-5464 E-mail:Harold.Desdunes@dot.state.fl.us or their designees. To CITY: Roy Coley,Public Works Director 1700 Convention Center Drive Miami Beach,Florida 33139 Ph.: (305)673-7080 E-mail: RoyColey@miamibeachfl.gov and: Nelson Perez-Jacome,City Engineer 1700 Convention Center Drive Miami Beach,Florida 33139 Ph.305-673-7080 Email:NelsonPerez-Jacome@miamibeachfl.gov b. Notices shall be deemed to have been received by the end of five(5)business days from the proper sending thereof unless proof of prior actual receipt is provided. 15. El l~ECTIVE DATE AND EXPIRATION OF AGREEMENT(TERM) The CITY agrees to substantially complete the PROJECT on or before December 311h,2021.This Agreement shall be effective as of the date of execution by the last party to sign,as said date is indicated on Page 1 (the"Effective Date").This First Amended Agreement will expire on December 31',2022,unless otherwise amended by the parties in accordance with the provisions of Paragraph 12 hereof, Page 11 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 16. PUBLIC RECORDS The CITY shall comply with the provisions of Chapter 119, Florida Statutes with respect to this Agreement and the PROJECT.The CITY shall require all third-party agreements related to the PROJECT to include a provision requiring the same. Failure by the CITY to comply with this Paragraph or to comply with the provisions of Chapter 119, Florida Statutes shall be grounds for immediate unilateral cancellation of this Agreement by the DEPARTMENT.The CITY shall promptly provide the DEPARTMENT with a copy of any request to inspect or copy public records in possession of the CITY and shall promptly provide the DEPARTMENT a copy of the CITY's response to each such request. 17. ENTIRE AGREEMENT This Department Funded Agreement is the entire Agreement between the parties hereto,and it may be modified or amended only by mutual consent of the parties in writing. IN WITNESS WHEREOF,the parties hereto have executed this Agreement,on the day and year above written. CITY: STATE OF FLORIDA,DEPARTMENT OF TRANSPORTATION: BY: c^ '" BY: CITY MAYOR DISTRICT SECRETARY ATTEST: f 61 1.9 ATTEST: . . S (SEAL) CITY CLE K (SEAL) EXECUTIVE SECRETARY T - 3 2019 LEGAL REVI CITY ORNEY DISTRICT 6 CHIEF COUNSEL �%, .,Ca APPROVED AS TO \ .• 10\ FORM & LANGUAGE '` �,, - \ &FOR EXECUTION " •4""1 ,, : e l / • ` :INCORP 1ORATE * r ._Q.1 .J,�, ----- ,1 , ,r E r 7 City Attorney fr ,e 1 Page 12 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228.2-58-01 EXHIBIT"A" SCOPE OF SERVICES AND SCOPE OF WORK Under this Agreement,the CITY will provide,or cause to be provided,design,construction,and construction engineering inspection services in the general area from Milepost 5.566 to 5.714,and Milepost 1.034 to 0.232 as outlined in the concept plans and typical section in Exhibit"Al";utility relocation and utility related work are not included in the Scope of Work. Scope of Work Phase 1: Drainage pushbutton Improvements at Collins Avenue and 26th Street Work to be performed by DMSI(NJPA contract) • Construction of 15",18"and 24"drainage line along Collins Avenue at 261h Street(from station 114+19.70 to station 117+50.00) • Construct incidental roadway drainage including inlets and manholes along SR Al A Indian Creek Drive from(from station 100+00 to station 101+40) • Reconstruct curbs,concrete sidewalk asphalt impacted by drainage work • Connect new drainage system to 72"DuroMaxx drainage line r MT.444.. SLIM , I , L ( f \ \ \ x III I -- - \ ,,_, cons; 3s t lair..� 0, rr•it? P:PF � 1 , " ase III ) cahsr s A e i ! :: i ;_ F OF 2d P(PF CONST1- w'�ii•.1 cup`, / Ae•-- ,lm --- / 0 �- �s • i cr *Srco -,,W ..�"`rte ` t i/ s ' St f8 P:Pt j to • fff777j 1.— LF et is = r .>.. ' t )JJPE 1a t,..., i ., 7 cn 1 Ar ' 1 ti P7 1 Phase 2: Drainage Trunkline along Collins from 25'to 26'h and Indian Creek from 26th Street to 32"Street Collins 25th to 26th Street Work to be performed by DMSI(NJPA contract) Page 13 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-0/ • Demolish existing Wood Deck to accommodate 72"Drainage line. • Clear and remove tress along proposed 72"Drainage line • Remove existing sidewalk and guardrail to accommodate 72"Drainage line. • Install Pollution Control Structure(DERM Requirement) • Construction of 48"and 72"drainage line along West side of Collins Ave from 25th to 26th • Connection to 36"French drain line • Construct incidental roadway drainage including inlets and manholes along west side of Collins Ave from 25th to 26th • Construct special rigid concrete barrier wall • Provide minimum backfill cover for 72"pipe. Work to be performed by SHORELINE FOUNDATION,INC • Construct a seawall and/or sheet pile wall along west side of the PROJECT Phase I Phase II Phase III 26t to 27th Street Work to be performed by DNISI(NJPA contract) • Demolish existing temporary concrete wall to accommodate 72"Drainage trunk line. • Remove existing curb and guardrail • Complete roadway reconstruction for the east lane and parking lot lane from 26th to 27th Street along Indian Creek Page 14 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 • Construct subgrade on the west side of the project. • Construction of gravity wall along easterly back of sidewalk • Harmonization of all driveways and building entrances to match final roadway profile • Construct a 72"storm drainage trunk-line • Construct incidental roadway drainage including inlets,manholes,trench drains,inlets lateral-pipes to final configuration • Connect trunk-line to side-street existing drainage system. • Construct special rigid concrete barrier wall • Install temporary signing and pavement marking • Lighting foundation and Conduits • Temporary Lighting Work to be performed by SHORELINE FOUNDATION,INC • Construct a seawall and/or sheet pile wall along west side of the PROJECT i 1 \ �n jnmu't"i V ,.' �..�.= ^""`- ,. .ter • - v^ 4s/ '_ .- ti 114 yt t T 1.4 eir. r �. • � :7 ', +user x, We �/p FIL 7"mei, ffir k1 h' , 27th to 32"Street Work to be performed by DMSI(NJPA contract) • Demolish existing temporary concrete wall to accommodate 72"Drainage trunkline. • Remove existing Curb and guardrail on the west side • Construct a 72"storm drainage trunk-line(s) • Construct incidental roadway drainage line at the mid-block up to the center line of the street • Connect trunk-line to side-street existing drainage system • Provide minimum backfill cover for 72"pipe • Construct subgrade on the west side of the project. • Construct three pollution Control Structures at 32nd and Indian Creek Street intersection Page 15 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 • Construct Pump Station Drainage Structures at 32"d Street intersection • Trench restoration on the east side of the roadway • Construct special rigid concrete barrier wall • Lighting foundation and Conduits • Temporary Lighting • Temporary Paving Markings Work to be performed by SHORELINE FUNDATION,INC • Construct a seawall and/or sheet pile wall along west side of the PROJECT ,", ,* (.....4t,... a.to-.7..... , i t : i ' I tt, . jit__„,. 1 _1 1 .21 L , t `II £ . 11t e fib.. !J . 4 ) I ++ .x . Page 16 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 C2 VOX O 'Ty + erte � � ; ,. 4‘4;':.; xI,rzI ST f3MttT • rt *tit.. • ' q 11 UM • D t N • Phase 3: Construction of remaining 72"Trunk line from 32'to 41"Street.Construction of side-street drainage system and Roadway Reconstruction(ITB Contract) 25th to 41"Street • Demolish existing temporary concrete wall to accommodate 72"Drainage trunk line from 32nd to 4l" • Remove existing Curb and guardrail on the west side from 32"d to 41" • Construct a 72"storm drainage trunk-line(s)from 32"d to 41' • Construct drainage line and structures at the mid-block from 25th to 41'pursuant to ITB Plans • Provide minimum backfill cover for 72"pipe • Construct special rigid concrete barrier wall pursuant to ITB Plans • Lighting foundation and Conduits pursuant to ITB Plans • Temporary Lighting • Full roadway reconstruction of the project including base and final asphalt • Construction of gravity wall along easterly back of sidewalk as needed at some locations • Harmonization of all driveways and building entrances due to roadway profile being raised on the east side of Indian Creek • Construction of yard drains and trench drains as part of the Harmonization • Pipe replacement/upsize to 24"pipe for existing side-street trunk-line pipes less than 18"in diameter pursuant to ITB Plans • Lining of side-street's storm drain systems pursuant to ITB Plans • Install final signing and pavement marking • Lighting Poles • Provide final Signalization pursuant to ITB plans • Accommodating street parking,citi bikes,bus stops,bus shelters,constructing a shared-use and replacing all other pedestrian features located within the existing right of way Page 17 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Pump Station at 32"d Street and Indian Creek Drive • The required electrical design for connection to the pump stations and all mechanical work shall be included as part of this project. • A total(3)pumps should be design for this project. • Each pump shall be designed based on a design flow of 14,400 gallons per minute(GPM) and a minimum design head of 5 feet.The ITB Plans shall ensure that the design head can deliver the design flow from the wet well to the discharge point. • The pump off elevation shall be no higher than the invert of the main trunk.The ITB Plans shall ensure that this elevation will not cause the water elevation of-3.00 NAVD upstream of the treatment unit when all three pumps are running at 100 percent speed at the design flow for each pump at 14,400 GPM allowing design storage between pump off and pump on,3 foot distance between the lead pump and the lag pump,and 1 feet allowance to increase the variable frequency drive from 50%speed and 100%speed and the design head of any weir within the pump station and its components. • The pumps shall be manufactured by Flygt or ABS.The pump shall have a minimum of 5 years full warranty. • The pump equipment, pump motor, including Variable Frequency Drives (VFDs), electrical panels, all instrumentation and control equipment and all other pump incidentals to be provided by the pump manufacturer and shall be responsible for all equipment. • All VFDs shall be Allen Bradley PowerFlex 750 Series. • All pumps shall be ceramic coated and suitable for operation corrosive (saltwater) environment. All associated equipment within the wetwell shall be corrosion resistant and coated as applicable to operate in a corrosive(saltwater)environment. • Storm sewer pumps shall be equipped with Variable Frequency Drive (VFD) units to operate at maximum efficiency under all service conditions. The initial speed for the VFD shall be at 50%motor speed. • Cycle times estimating the expected number of pump starts per hour(and consistent with the manufacturers recommendations)shall be provided based on the volume of water in the collection system,structures and wet well at the"pump on"elevation and using as a replacement volume an inflow rate equivalent to the water quality rate. • Pump station control panel for electrical, instrumentation and controls. • Pump controls shall include circuitry to alternate pump starts to ensure each pump is exercised and are utilized evenly. • Control panel shall be installed such that the lowest elevation of the control panel is at,or above,base flood elevation(BFE)plus two (2)feet or 8.45 feet NAVD.The ITB Plans shall design and construct a concrete platform with steps and handrailing for maintenance personnel to operate the pump station electrical and instrumentation equipment. • The control panel shall be screened on the outside perimeter to create a visual buffer with an architectural designed enclosure.The ITB Plans shall furnish and install this enclosure as part of this project. • The control panel shall include an emergency generator receptacle of sufficient amperage to operate at least two pumps in the event of a power failure • The City does not currently have a remote central location to receive and send information from and to this pump station.All equipment,instrumentation and controls are to be installed locally.The control panel shall include a control unit, a telemetry unit, ethernet, switches, relays, time delay components, antenna, etc. similar to the storm sewer pump stations recently installed by the City at 17th Street and West Avenue, 14th Street and 10th Street pump stations.All components mentioned above shall be adjusted as required to match the size of for the proposed axial pumps. • The proposed pump station shall be equipped with a main switch disconnect separate from the control panel. • An allowance has been provided as part of this contract for any additional items that the City requires above and beyond the intended items specified above or for any changes of the components specified. • The construction of permanent generator will be required for this pump Page 18 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 PROJECT Limits: SR AIA/Indian Creek Drive from 25'n Street to 41"Street(M.P.5.566 to M.P. 5.714,and M.P. 1.034 to M.P.0.232) • FDOT Financial PROJECT Number: 439228-2-58-01 • County: Miami-Dade • FDOT PROJECT Manager:Fabiana Gonzalez,P.E. • CITY PROJECT Manager:Giancarlo Pena,P.E. Page 19 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 EXHIBIT"Al" PLAN QUANTITIES AND TYPICAL SECTIONS Page 20 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 CONTRACT PLANS COMPONENTS STATE OF FLORIDA I ' ROADWAY PUNS ,�n /B/� SIGNING AND PAVEMENT MARKINGS PLANS DEPARTMENT OF TRANSPORTATION PEar.cn,� ` ,��'� "'/ IGNALIZATION PLANS ' LIGHTING PLANS CONTRACT PLANS t \' STRUCTURAL PLANS \ ELECTRICAL PLANS FINANCIAL PROJECT ID 439228-2-58-0/ wp . . A DETANED INDEX APPEARS ON THE MIAMI-DADE COUNTY (87060) _{� %�`tr KEY SHEET OF EACH COMPONENT rry �' � INDEX OF ROADWAY PLANS ''' ';a a4Ke STATE ROAD NO. AIA/ INDIAN CREEK DRIVE/ COLLINS AVENUE `� SHEET NO. SHEET DESCRIPTION FROM 25TH STREET TO 4IST STREET \,i I KEY SHEET FLOOD MITIGATION IMPROVEMENTS ..NVA> �' 2-6 SUMMARY OF PAY ITEMS �1.-.FT LNmn1Ie 7-14 TYPICAL SECTIONS 1.•I, 50-1-50-56 SUMMARY OF QUANTITIES 15-22 SUMMARY OF DRAINAGE STRUCTURES PROJECT LOCATION �i� 13 OPTIONAL MATERIAL TABULATIONI TO NORTH 24 PROJECT LAYOUT P T MIAMI BEACH 410,19725 CURVE AND COORDINATE DATA q I ��\\\y\ !I, 1/F�FF 16-27 GENERAL NOTES Oil ,yw 28-3/ ROADWAY PLANS SR AIA - ��I ��IYY *QTR ?I�1silla `\\/y�OS F 2'/ 3R-44 ROADWAY PLANS SIDE STREETS !71 TAA LT' C- ,� 45-49 ROADWAY PROFILE SA AIA '� 50-56 ROADWAY PROFILE SIDE STREET , �7 �y S' ` V• * '_ 57 TRAFFIC MONITORING SITE . �a 4 10 (•,I iN m -� ,..,,,,k,:„,„. = /� , 58-60 GRADING DETAILS �', ..044:1"....-- -11 !.'2•C V �� I t,RC�Y )11 = / 95-02 DRAINAGE PLANS �``4I (� 44W✓✓• { mk ��• - / w, 97-102 DRAINAGE DETAILS J Af'L 1 F JYJ ( ..41:- s '1: 103-104 PUMP STATION NOTES s .. • a f - rTi -- • 105-106 EQUIPMENT FOUNDATION PAD DETAILS © �f ti �. j s Vii,) it M/''',/, 4 t.,• 107-150 DRAINAGE STRUCTURES I pp� %151-117 SPECIAL OETAILSRUC t. a I 7 V1D/L� iN P JE T I S�QNA� \\\\ 228-304 CROSS SECTIONS - rir.IsirrLl S[r /,r r TA 143+00.00 ////list%\\\ 305-306 STORMWATER POLLUTION PREVENTION PLANS T-53-$-;;��© 1 1 + 4...-• �W' NOTE:THE SCALE OF THESE PLANS our 307 TEMPORARY TRAFFIC CONTROL NOTES T-54-5!J T - =� / 308-345 TEMPORARY TRAFFIC CONTROL PLANS •. ' �� uU'•tPoi I NAME CHARRED DUE TO REPRODUCTION. V<r 346 TEMPORARY TRAFFIC CONTROL GUIDE SIGN �.I r 347-348 TEMPORARY LIGHTING DETAILS 6 NOTES ti S 4, � sN I 100% SUBMITTAL R 1's.'Ir. 'S 1• • 4 Mil 6EACH, CTL-1-CrL-4 PROJECT NETWORK CONTROL 4R T \^�. If:.� � ` ' MAY 2019 GR-1-CR-9 REPORT OF CORE BORINGS jl� J I PR. T OR 10 ROADWAY SOIL SURVEY .,,, lb.� .i m�L ' �;' I I-5}-5 5TA 94+40.00 UTV-I UTV-17 UTILITY ADJUSTMENTS ��; 1� T-54-S bd -4/ 1 - f (7i-I: ` ROADWAY PLANS �..-Q•--I ��(- "�' ;' I-- ENGINEER OF RECORD �/1 y.-may, 4-,.'.414.•:•". K -'11,' sl i".// I r,'5 l4 l� '/IwM}y" 1 ' CALICOS 505 3 PE / �f� P E.NO.50543 �' 4fa, yl +�h; i RIBBECK ENGINEERING,INC. - F� T I .i 14335 SW 120TH STREET ' -- i.M SUITE 205 MIAMI.FL 33186 TOR I 305-383-5909 DEVELOPMENTAL DESIGN STANDARDS(DOS): MIAMI '�V CONTRACT NO.C9l99 L I VENDOR No.F-76-0460404 a' FBPR CERTIFICATE OF AUTH.•27592 REVISIONS: FDOT PROJECT MANAGER: KEY SHEET REVISIONS FABIANA GONZALEZ,P.E. GOVERNING DESIGN STANDARDS, E DESCRIPTION Homs Dep.rtment of Ir.nfporIMlon.267748 Design 51.04.rds 105e81 CITY OF MIAMI BEACH and appl/000s Design Standards Revisions 1058,1 44 the following e.t.a*. PROJECT MANAGER: nrtp://www.(dol.gov/desIgn/standard plans/DS.'Ma, GIANCARLD PE A.PE. APPLICABLE OSMG: - CONSTRUCTION FISCAL SHEEr GOVERNING STANDARDS SPECIFICATIONS: CONTRACT NO. YEAR MQ. Fldld.O.p.rem.nt of Tr.n.porlMlon,January 2017 Standard SP0cINc.IIOns • for Road and erld9e Construction d toe following w.0a13.: MLO://www.Jdotuuv/Otourammanag.m.Ot/Impl.moKAd/Sp.c80ok0/I.Y.oII.oton, N/A 18 I LIm.m, 4:4AO W T.YWOK&SVWI tWac•S SWM 0 WTK-Immo YKA,/1 NRT RESC.Mk sro.wp•' SUMMARY OF PAY ITEMS PAY ITEM ITEM DESCRIPTION UNIT OTY 101.1 MOBILIZATION LS 2 102-1 MAINTENANCE OF TRAFFIC(594 DA) LS 1 102-74 TRAFFIC CONTROL OFFICER MH 11,880 102-60 WORK ZONE SIGNS ED 106.100 102.71.15 TEMPORARY BARRIER.F&1,ANCHORED LF 192 102-71-16 TEMPORARY BARRIER,ELI,FREE STANDING LF 1,876 102-71.25 TEMPORARY BARRIER,RELOCATE.ANCHORED Lf 96 102-71-26 TEMPORARY BARRIER,RELOCATE,FREE STANDING LF 4,821 102-74-1 CHANNELIZING DEVICE-TYPE 1,II,DI,VP 6 DRUM ED I 101335 102-74-2 CHANNELIZING DEVICE-TYPE 111•6' ED 18,010 102-74-7 CHANNELIZING DEVICE-PEDESTRIAN LCD(LONGITUDINAL CHANNELIZING DEVICE) LF 532 102.76 ARROW BOARD/ADVANCED WARNING ARROW PANEL ED 920 102.78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 50 102-89-1 TEMPORARY CRASH CUSHION.REDIRECTIVE OPTION LO 7 107-99 PORTABLE CHANGEABLE MESSAGE SIGN-TEMPORARY ED 1,570 102-104 TEMPORARY SIGNALIZATION AND MAINTENANCE OF INTERSECTION ED 2,376 102-107-1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE OF INTERSECTION ED 2.376 102-911-1 REMOVABLE TAPE PAVEMENT MARKINGS-WHITE OR BLACK,SKIP _ IF 466 102-911-2 REMOVABLE TAPE PAVEMENT MARKINGS-WHITE OR BLACK,SOLID If 1,885 102-911-3 REMOVABLE TAPE PAVEMENT MARKINGS-WHITE OR BLACK.OTHER SF 731 101912-2 REMOVABLE TAPE PAVEMENT MARKINGS-YELLOW.SOLID Lf 10,947 104-10-3 SEDIMENT BARRIER IF 3,328 104-11 FLOATING TURBIDITY BARRIER LF 121 104.18 INLET PROTECTION SYSTEM EA 77 107.1 LITTER REMOVAL AC 5320 107-2 _MOWING AC 13.20 108-1 MONITOR EXISTING STRUCTURES-INSPECTION AND SETTLEMENT MONITORING LS 1 1OB-2 _MONITOR EXISTING STRUCTURES-VIBRATION MONITORING LS 1 10B-3 MONITOR EXISTING STRUCTURES-GROUNDWATER MONITORING ES 1 110-1-1 CLEARING AND GRUBBING AC 462 110-4-10 REMOVAL OF EXISTING CONCRETE SY 8,374 120-1 EXCAVATION CY 356.1 120.6 EMBANKMENT CY 13,825.4 160-4 TYPE B STABILIZATION SY 20,413 014 285162--701 OPT-11 IONAL BASE GROUP 01(8-12.5 ONLY) SY 2ARED SOIL LAYER 51' ,812 ,"`'0%........2�� 285-711 OPTIONAL BASE GROUP 0(8-12.5 ONLY) SY 15,839 QRl'•' � 337.70-1 MILLING EXISTING ASPHALT PAVEMENT(1'AVG.DEPTH) SY 4,561 (2 - 327-70-4 MILLING EXISTING ASPHALT PAVEMENT(3'AVG.DEPTH) TNSY 14,78.9 9 . -.E(i / 330.1-13 SUPERPAVE ASPHALTIC CONC,TRAFFIC C 337.7.83 A5PH CONC fC, TRAP C,FC-12 5, PG 76-22 TN 2,3034 - EC— _ 339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 5,8 7'O 1„_ 400-0-I1 "CONCRETE CLASS N5,GRAVITYWALL(FOR GRAVITY WALL 2'HEIGHT AVG.) CY 123 <'PO' ST4f . 400-0-13 CONCRETE CLASS N5,STEPS Cr 23.3 , T7„l /L'..??:'.••••••• • • ('. 400-4-8 CONC CLASS IV,BULKHEAD CY 7,0 .11;Efy„AkV```\\\ 415-1-6 REINFORCING STEEL-MISCELLANEOUS LB 1.156 /41-0(16- p�,,P 7V1 VII \ 415-1-B REINFORCING STEEL-BULKHEAD L9 770 771II1111�� 425-1311 INLETS,CURB,TYPE P-1,<10' EA 6 425.1321 INLETS,CURB,TYPE P-2,<I0 EA 7 415-1351 INLETS.CURB,TYPE P-5,<10' _ EA 18 425-1355 INLETS,CURB,TYPE P-5,PARTIAL EA 1 425-1361 INLETS.CURB,TYPE P-6,<10' EA 12 425-1362 INLETS,CURB,TYPE P-6,>10' EA 3 425-1522 INLETS,DITCH BOTTOM.TYPE C,<10' EA 4 425-1529 INLETS,DITCH BOTTOM TYPE C MODIFIED<10'(DRIVEWAY INLET SINGLE AND DOUBLE GRATE) EA 8 REVISIONS RIBBECK ENGINEEAO/O,INC. STATS OP FLORIDA SHEET OAT[ DESCRIPTION _ _,_P6LF DESCRIPTION 14535 Sri 120 STYEET,SUITE 205 DEPARTMSM OP TRANSPORTATION NO. YIAML 305) 3-J]1N ROAD NO COUNTY FINANCIAL PROJECT 1D SUMMARY OF PAY ITEMS TYL(305) O.273 Y FY/!U.N.NO.17RY3 SR AIA M/AMI-DADE 139278-1-58-01 LAALOJ P.RIYSECY Pl.LICENSE Y0.SSW m..,.1 1/20/I0t0 )I)/.IIw r.Ww.rr,fs3AGO i D. SUMMARY OF PAY ITEMS PAY ITEM ITEM DESCRIPTION UNIT OTY ••425.2-41 MANHOLES,P-7,X10' EA a 9 ••425-2-42 MANHOLES,P-7.>10' EA 1 425-2-71 MANHOLES.J-7,.010' EA 6 425-2-72 MANHOLES,1-7,>10' EA 30 425-2-73 MANHOLES,J-7 PARTIAL(MH RISER),<10'(INLINE 72'PIPE RISER) EA 17 425-5 MANHOLES,ADJUST EA 47 425.5-7 MANHOLES,ADJUST,UTILITY EA 55 425-6 VALVE BOX.ADJUST EA 250 42540 YARD DRAIN EA 62 430-175-112 PIPE CULV,OPT MATE.ROUND.12'S/CD LF 2,231 ••430-175-05 PIPE CULV,OPT MAIL,ROUND,15'S/CO __ LF 32 ••430-175-118 PIPE CULV,OPT MAIL.ROUND,18'S/CD LF 993 ••430-175-124 PIPE CULV,OPT MAIL.ROUND,24'5/CD LF 1.317 430475-130 PIPE CULV,OPT NATL.ROUND. 30'5/CD LF 164 430475-136 PIPE CULV,OPT MATL.ROUND. 36'S/CD LF 74 430-175-772 PIPE CULV.OPT MAIL.ROUND,72'S/CD LP 2.090 ••431-1-1 PIPE LINER,OPTIONAL MATERIAL.0.24' LE 66 ••431-1-2 PIPE LINER,OPTIONAL MATERIAL,25'-36' LF 67 436-1-1 TRENCH DRAIN.STANDARD LI 763 444-75-1 DEEP WELL-PLUGGING OF EXISTING WELLS EA 3 448-73 PUMP STATION(DRAINAGE USE ONLY) is 1 455-34-2 PRESTRESSED CONCRETE PILING,14'50, LF 280 515-1-2 PIPE HANDRAIL-GUIOERAIL,ALUMINUM LF 971 520-1-10 CURB AND GUTTER TYPE'F' LF 6.405 520-2-4 CURB AND GUTTER TYPE'D' LF 503 520-3 CONCRETE VALLEY GUTTER LF 332 521-72-4 SHWA CONC.BARRIER WALL,RIGID-RETAINING LF 1.983 522-1 CONCRETE SIDEWALK AND DRIVEWAYS,4'THICK SY 4,745 522-2 CONCRETE SIDEWALK AND DRIVEWAYS,6'THICK SY 2,341 523-1-3 PATTERNED PAVEMENT,VEHICULAR AREAS-GREEN BIKE LANE SY 223 526-1-1 PAVERS,ARCHITECTURAL.ROADWAY SY 227 526-1-2 PAVERS,ARCHITECTURAL,SIDEWALK 5Y 48 527-2 DETECTABLE WARNING SURFACE SF 591 530-3.3 AIPRAP-RUBBLE,BANK AND SHORE TN 30.5 536-1-0 GUARDRAIL•ROADWAY,GENERAL TL-2 LF 277 \\1j11111111I1//J 536-73- GUARDRAIL REMOVAL POST(SPECIAL STEEL POST PER CONC.STRUCT MOUNT) LA 1 04 ,`s" OS Ri&&//V/' 53665-24 GUARDRAIL ENO TREATMENT-PARALLEL APPROACH TERMINAL EA 2 - (3. - - . 536.85.25 GUARDRAIL END TREATMENT-TRAILING ANCHORAGE TYPE II EA 2 . , �*= 536-85-26 GUARDRAIL END TREATMENT-TYPE CRT EA 1 544-75-1 CRASH CUSHION EA 1 = 550-60237 FENCE GATE, TYPE 8,SLIDING/CANTILEVER,GREATER THAN 30'OPENNING EA 2 T A ; P.` 570.1-2 PERFORMANCE TURF.SOD SY 3,014 /U •T. •' ,•(`\ 580-7-20 LANDSCAPE-RESET EXISTING TREE IN PLACE WITH STAKING AND GUYING EA 5 4.`A••,FL• .P,,•'„.•75-,....' 630-2-12 630-2-12 CONDUIT LF 105 `' \�J' 635-2-H PULL 6 SPLICE BOX,ELI,73'X 24- OVER SIZE FA I VY//, 4�]�`\\\\\ 635-2-11 PULL 6 SPLICE BOX,F61,24'X 36°COVER SIZE _ EA 6 11111111110 695-1-1 IMS VEHICLE AXLE SENSOR,NON-WEIGHT.F61 EA 2 695-6-12 TMS INDUCTIVE LOOP ASSEMBLY EA 2 695-7-132 TMS CABINET-FURNISH 6 INSTALL,TYPE 3,PEDESTAL MOUNT EA I 710-11-160 PAINTED PAVEMENT MARKINGS,STANDARD,WHITE,MESSAGE OR SYMBOL EA 10 • OWNER'S CONTINGENCY ITEM LS 1 • REFER TO SPECIAL DETAILS,GENERAL NOTES AND PAY ITEM NOTES ••TOTAL QUANTITY DOES NOT INCLUDE SIDE STREETS,REFER TO SUMMARY OF PAY ITEMS FOR SIDE STREETS DRAINAGE REVISIONS N5RECK EMOINEEAINO,INC. STATS OF FLORID.4 SHEET SAFE QS ST 9IPTION WE OES[RIPTlON 14525 OW 120 STREET,SUIT.205 DEPARTMENT OP TRANSPORTATION NO. ROAM,FLORIDA 3311141ROAD.SO. COUN10 FINANCIAL PROJECT 10 SUMMARY OF PAY ITEMS TILL(204)311.3-5•000 ...E CJI,MO.3.92 3 SR ALA MIAMI-DADE 439228 2 58-01 CARLOS F.FDADECR PA.LKDISE N0.70547 - *4...i W0,019 IL II 19 AN <Ane+Oe•,.I55M01.041. SUMMARY OF PAY ITEMS FOR SIDE STREETS DRAINAGE PAY ITEM ITEM DESCRIPTION UNIT OTY 4252-41 MANHOLES,P-7,<10' EA 3 425-2-42 MANHOLES.P-7,>10' EA 1 430-175-115 PIPE CULL,OPT MATL,ROUND,15'5/CO LF 4 430-175-118 PIPE CULV,OPT MATL,ROUND,18"S/CD LF 49 430-175-124 PIPE CULV,OPT MATL,ROUND.24'S/CD IF 1,814 437-1-1 PIPE LINER,OPTIONAL MATERIAL.0.24" LF 1,158 4311-2 PIPE LINER.OPTIONAL MATERIAL,25"-36' LF 249 1 SUMMARY OF PAY ITEMS - SIGNING AND PAVEMENT MARKINGS PAY ITEM ITEM DESCRIPTION UNIT OTY 700-1-11 SINGLE POST SIGN,F61 GROUND MOUNT,UP TO 12 SF A5 72 700.142 SINGLE POST SIGN,F&I GROUND MOUNT,12 SF TO 20 SF A5 13 700-1-21 SINGLE POST SIGN,F61 BARRIER MOUNT INDEX 11971 UP TO 12 5F AS 21 700-1-50 SINGLE POST SIGN,RELOCATE AS 47 700-1-60 SINGLE POST SIGN,REMOVE AS 125 700-3-101 SIGN PANEL,FURNISH 6 INSTALL GROUND MOUNT,UP TO 12 5F EA 1 700-3501 SIGN PANEL,RELOCATE,UP TO 12 SF EA 3 700-3601 SIGN PANEL,REMOVE.UP TO 12 5F EA 7 706-3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 518 710-90 PAINTED PAVEMENT MARKINGS.FINAL SURFACE LS 1 • PAINTED PAVT.MARKINGS.WHITE, SOLID,6' GM 2.371 • PAINTED PAVT.MARKINGS,WHITE,SOLID,8" GM 0.324 • PAINTED PAVT.MARKINGS,WHITE.SOLID,18' IF 694 • PAINTED PAVT.MARKINGS,WHITE,SOLID, 24" LF 1461 • PAINTED PAVT.MARKINGS,WHITE.MESSAGE OR SYMBOL EA 26 • PAINTED PAVT.MARKINGS,WHITE,ARROW EA 27 • PAINTED PAVT.MARKINGS.WHITE,SKIP,6'110/30) GM 0,758 • PAINTED PAVT.MARKINGS.WHITE.SKIP,6"12/41 DOTTED GUIDELINE/6.10 DOTTED EXTENSION GM 0.229 • PAINTED PAVT.MARKINGS.WHITE,SOLID,12'FOR CROSSWALK LF 1502 • PAINTED PAVT.MARKINGS.YELLOW,SOLID 6' GM 0.717 • PAINTED PAVT.MARKINGS,YELLOW,SOLID 8' GM 0.180 • PAINTED PAVT.MARKINGS.YELLOW,SOLID,18' LF 897 `\`III 111111111L7 • PAINTED PAVT.MARKINGS,YELLOW,ISLAND NOSE SF 1094 /I PRLO/A..0. •I_ 711-11.121 ,THERMOPLASTIC, STD.,WHITE,SOLID,18" LF 694 / *G '.�711-11.125 THERMOPLASTIC,STD..WHITE,SOLID,24'FOR STOP LINE LI 295 _THERMOPLASTIC,STD.,WHITE,SKIP,6'(2/4)DOTTED GUIDELINE/6-70 DOTTED EXTENSION GM 0.229 _ -(;ii '.1",-..- 71141-141 711.11-160 THERMOPLASTIC, STANDARD,WHITE,MESSAGE OR SYMBOL EA _ 16 = I 11 71141-170 THERMOPLASTIC,STANDARD,WHITE,ARROW EA 27 - - , +.j 771-H-224 THERMOPLASTIC,STD„YELLOW,SOLID.IB" lF 897 T'• ST, .'Q-` 711-14-123 THERMOPLASTIC,PREFORMED,WHITE.SOLID,12'FOR CROSSWALK LF 1,502 �f 711-14125 THERMOPLASTIC,PREFORMED,WHITE,SOLID.24"FOR CROSSWALK LF 1.166 , z ..•A,.••'c_\..(447, 711-14.160 THERMOPLASTIC,PREFORMED,WHITE,MESSAGE EA 16 %,I,OryAL''NC9\s\\ 711-16.101 THERMOPLASTIC,OTHER SURFACES,WHITE,SOLID,6• GM 2.371 7/1111111115` 711.16.102 THERMOPLASTIC.OTHER SURFACES,WHITE,SOLID,8' GM 0.324 711-16-131 THERMOPLASTIC,OTHER SURFACES,WHITE.SKIP,6'J0-30 SKIP GM 0.758 711.16.201 THERMOPLASTIC, OTHER SURFACES. YELLOW,SOLID.6' GM 0.717 711-16-202 THERMOPLASTIC, OTHER SURFACES,YELLOW,SOLID,8" GM 0.180 •THESE QUANTITIES ARE PAID FOR UNDER PAINTED MARKINGS(FINAL SURFACE).LUMP SUM PAY ITEM NO.710-90.PAINT QUANTITIES SHOWN ARE FOR ONE APPLICATION; SEE SPECIFICAT ION 710 FOR THE NUMBER OF APPLICATIONS REOUIRED. REVISIONS RIBNRCK ENOINEEMIMO,INC. STATE OF FLORIDA PATE PESSR/PTION _DATE DESCRIPTISN 14303 SW 120 STREET,SUITE 255 DEPARTMENT OF TRANSPORTATION SMEFT SUMMARY �+ l��,IG� NO. MIAMI,305)sea-)]1N ROAD NO. COUNTI FINANCIAL PROJECT ID_ O/• PAY ITEM TEL NO.2909 me CA.MO.2740: q SR AIA MIAMI-DADS 439228-1-56-01 WOOS I.lNElCK P.C.LIMOS M0.60/41 m",J4A1 1/20/)019 ,1.1919 A9 0 S9a90••YSSESSRPOI DDI SUMMARY OF PAY ITEMS - LIGHTING PAY ITEM ITEM DESCRIPTION UNIT OTY 630-2-12 CONDUIT,FURNISH&INSTALL DIRECTIONAL BORE IF 6.800 635-2-11 PULL&SPLICE BOX,F 6 I.DIRECTIONAL 13'X 24'COVER SIZE EA 73 641-2-12 PRESTRESSED CONCRETE POLE,F&I.TYPE P-Il SERVICE POLE EA I 715-1-12 LIGHTING CONDUCTORS,F&I.INSULATED,NO.8-6 LF 28,398 715-1-13 LIGHTING CONDUCTORS.P61,INSULATED,NO 4 TO NO 2IF 348 715-4-60 LIGHT POLE COMPLETE,RELOCATEEA 11 -- 715-4-70 LIGHT POLE COMPLETE,REMOVE POLE AND FOUNDATION EA 15 715-7.11 LOAD CENTER,FM,SECONDARY VOLTAGE EA 2 715-7-21 LOAD CENTER,REWORK,SECONDARY VOLTAGE EA 1 715-7-41 LOAD CENTER,REMOVE, SECONDARY VOLTAGE EA 1 715-500-1 POLE CABLE DISTRIBUTION SYSTEM,CONVENTIONAL EA 47 715-511-130 LIGHT POLE COMPLETE-SPECIAL DESIGN,F61,SINGLE ARM SHOULDER MOUNT,ALUMINUM,30' EA 47 SUMMARY OF PAY ITEMS - SIGNALIZATION PAY ITEM ITEM DESCRIPTION UNIT OTY 630-2-12 CONDUIT.FURNISH&INSTALL,DIRECTIONAL BORE __ LF 3,288 632.7.1 SIGNAL CABLE-NEW OR RECONSTRUCTED INTERSECTION.F&I PI 3 632-7-6 SIGNAL CABLE-REMOVE-INTERSECTION PI 3 635.2-I1 PULL&SPLICE BOX,FURNISH 6INSTALL.13"X 24"COVER SIZE EA 91 6391-122 ELECTRIC POWER SERVICE.F&I,UNDERGROUND.METER PURCHASED BY CONTRACTOR AS 4 639-2.1 ELECTRIC SERVICE WIRE,F61 LI 905 639.3-60 ELECTRIC SERVICE DISCONNECT,REMOVE EA 3 641-2.12 PRESTRESSED CONCRETE POLE,f6I.TYPE P-Il SERVICE POLE _ EA 4 646-I-11 ALUMINUM SIGNAL POLES PEDESTAL EA 18 6461-60 ALUMINUM SIGNALS POLE, REMOVAL EA 9 649.214 STEEL MAST ARM ASSEMBLY,F61,DOUBLE ARM 40'-30' EA 1 64921-6 STEEL MAST ARM ASSEMBLY,F61,SIGNLE ARM 50' EA 1 649 21-7 STEEL MAST ARM ASSEMBLY,F61.DOUBLE ARM 50'-30' EA 1 649.21-10 STEEL MAST ARM ASSEMBLY,FEL,SINGLE ARM 60' EA 3 `‘111111111//j 649-26-3 STEEL MAST ARM ASSEMBLY,REMOVE, SHALLOW FOUNDATION.BOLT ON ATTACHMENT EA 5 `‘S 1 1ior(/-7 0 F7 650-1-14 _ TRAFFIC SIGNAL,F&I,ALUMINUM.3 SECT.,1 WAY A5 18 (40_ '(Ps• 653-1-11 PEDESTRIAN SIGNAL,F&I.LED COUNTDOWN,I-WAY AS 16 .* '6531-12 PEDESTRIAN SIGNAL,FURNISH 6 INSTALL LED COUNTDOWN,2 WAY AS 2 '••'•�)653-1-60 PEDESTRIAN SIGNAL,REMOVE PED SIGNAL•POLE/PEDESTAL TO REMAIN AS 1 :...Z.' /! 660•-7] VEHICLE DETECTION SYSTEM-VIDEO,FE!CABINET EQUIPMENT EA 3 , _ 660-4-11 VEHICLE DETECTION SYSTEM•VIDEO,F6!ABOVE GROUND FA 665.1.11 PEDESTRIAN DETECTOR,F&1 EA TO 665-1-60 PEDESTRIAN DETECTOR,REMOVE-POLE/PEDESTAL TO REMAIN EA I �( .•+. `� �� 670-5-140 TRAFFIC CONTROLLER ASSEMBLY.F&I,MODEL 2070 AS 3 2:rty L:.:'IR••'•<<j7 670-5-400 TRAFFIC CONTROLLER ASSEMBLY.MODIFY AS 1 //,��tI 670.5-600 TRAFFIC CONTROLLER ASSEMBLY,REMOVE CONTROLLER WITH CABINET A5 3 7F,%RLI EN��``� 700-3-201 SIGN PANEL.F61,OVERHEAD MOUNT.UP TO 12 SF EA 8 700-3-205 SIGN PANEL FURNISH&INSTALL OVERHEAD MOUNT,51-100 SF EA 1 700-3-601 SIGN PANEL,REMOVE-UP TO 12 SF EA 1 700-4-112 OVERHEAD STATIC SEIGN STRUCTURE,FURNISH&INSTALL,CANTILEVER,21-30 FT EA 1 700-5-21 INTERNALLY ILLUMINATED SIGN,F61,OVERHEAD MOUNT,UP TO 12 SF EA 8 700-12-32 SIGN BEACON,FE!OVERHEAD MOUNT,TWO BEACONS AS 3 REVISIONS 8188/CK INOINI8RINO,INC. STATE OP FLORIDA SHEET PATE DLSCRIPTION DATE DETCRIPTL0LI 14358 RW 120 STRUT,SUITS 104 DEPARTMENT OP TRANSPORTATION NO. MIAMI,FLORIDA A 531/4 T4.(504)242-0008 ROAD NO. COUNTY FINANCIAL PROJECT IS SUMMARY OF PAY ITEMS POPO C.A.NO. 5 Ml01 E.*MICR P.R.1.1.1161!MU.10115 SR AA MIAMI DARE 439128.2.58-01 C ....., 3118la2Jn /IJP IPM •>wn..,.cessnoo1 01. PAY ITEM NOTES 102-1 INCLUDES THE COST TO FURNISH,INSTALL AND MAINTAIN TEMPORARY LIGHTING. 400-0-11 CONTRACTOR SHALL VERIFY ALL UT/LTTY LOCATIONS PRIOR TO CONSTRUCTION COMMENCING. 425-1-ABC UTILITY LOCATIONS AND CONFLICTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 110-1-I INCLUDES THE COST FOR TREE PROTECTION. 425.2-ABC ANY COST RELATED TO THE MODIFICATION OF DRAINAGE STRUCTURES AND/OR PIPES 430-ABC-DEE FROM WHAT IS SHOWN ON THE PLANS DUE TO THE UTILITY CONFLICTS WILL BE INCLUDED 327-70-1 INCLUDES COST TO MILL F OF ASPHALT ALONG COLLINS AVENUE PRIOR TO RAISING THE ROADWAY. 436-1.1 IN THE COST OF THE RELATED DRAINAGE STRUCTURE AND/OR PIPE INCLUDING ADJUSTMENT TO PROPER PAY ITEMS. ANY COST RELATED TO MODIFYING THE DRAINAGE STRUCTURES 327-70-4 INCLUDES THE COST OF ENTIRELY MILLING OFF THE EXISTING PAVEMENT ALONG SA ATA/INDIAN TO CONFLICT DRAINAGE STRUCTURES WILL BE INCLUDED IN THE COST OF THE RELATED CREEK DR AND SIDE STREETS WHERE RECONSTRUCTION IS CALLED FOR. THE AVERAGE THICKNESS DRAINAGE STRUCTURE. OF EXISTING ASPHALT IS ASSUMED TO BE 3'BUT MAY VARY. 425-1-ABC INCLUDES THE COST TO MILL,RESURFACE AND STRIPE THE ENTIRE IMPACTED LANE ALONG 425-10 INCLUDES THE COST Of A 7 MINIMUM SUMP AND THE CONCRETE PAD AS SHOWN ON DRAINAGE 425-2-ABC THE SIDE STREETS AND COLLINS AVE FROM 27TH STREET TO 41ST STREET. DETAILS. 430-ABC-DEE 430.175 INCLUDES THE COST OF ALL FITTINGS.HARDWARE AND MATERIAL TO COMPLETE THE SYSTEMS). 448-73 PUMP STATION STRUCTURE INSTALLED DURING INTERIM PHASE INCLUDES THE STRUCTURE AND CONCRETE TOPS. SOME COMPONENTS Of THE PUMP STATION WILL NEED TO BE 522-1 INCLUDES THE COST FOR TREE GRATE ADJUSTMENT. FURNISHED AND INSTALLED WHILE SOME WILL BE PROVIDED BY THE CITY OF MIAMI BEACH THE CONTRACTOR SHALL REVIEW THE DRAINAGE DETAILS FOR FURTHER INFORMATION. 521.72-4 INCLUDES THE COST FOR CLASS IV CONCRETE. THE COST TO FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS OF THE PUMP STATION INCLUDING BUT NOT LIMITED TO CONCRETE PADS.PANELS,CONDUITS,GENERATOR.ETC. SHALL BE INCLUDED IN THE COST OF THE PUMP STATION. 515.2 THE COST OF ADJUSTING EXISTING HANDRAILS 15 PAID FOR UNDER THIS PAY ITEM.THE WORK INCLUDED INCLUDES.BUT IS NOT LIMITED TO,CUTTING.ADJUSTING,WELDING. PRIMING AND PAINTING EXISTING HANDRAILS, 522-X THE COLOR OP THE CONCRETE USED SHALL BE MIAMI BEACH RED EXCEPT WHERE NOTED. NOT ALL PROPERTY OWNERS HAVE DECIDED ON THE COLOR OF CONCRETE AND FIELD DIRECTION/ADJUSTMENTS WILL BE PROVIDED. \LII1111111/// \LS / */,:/ / * STA .... 40 ,,7jJL• L • IN\\\\ REVISIONS RIEIECK ENGIN EERIMO,INC. STA78 OP FLORIDA SHEET °ATE DESCRIPTION DATE OFSCRIPTION 14331MW 110IKEA SUITE 201 ORPARTMRNT OP TRANSPORTA 1WON NO 1GA6II,nomGAliavl ROAR NO. I TOEWYI' FINANCIAL PROJECT 1D SUMMARY OF PAY ITEMS TEL MON 3113411100 FIRE C.A.NO.17663 6 CAALOR I.NIIELCA P.L MODEST NO.6064E SR AIA MIAMI-DARE 439128-2-5B-Ol 5/241/]019 1i Do 10 AR X\Re,! YCPSSROGIOGR TRAFFIC DATA e OP CONSTRUCTION SR AIA CURRENT YEAR • 2015 MDT. 16,000 A/W LINE /- Of SURVEY SF AlA ESTIMATED OPENING TEM . 2019 AADT. 16.900 5143 VARIES(19.34 TO 23.24•J �f ESTIMATED DESIGN TEM . 2039 MDT. 25.300 VARIES _ FM VARIES 130.67 TO)13,43) K.9.00%D.99.99% T-4.60%(24 HOUR) + 11'TO 30 .39,40.0f1: ORDER VM(ES. DESIGN SPEED.40 MPH SORDES_ - 9.d 10,7671:1...„......_. 96P POSTED SPEED.35 MPH 2.33 I 5.67' VARIES VARIES 0' 11' 11' d TO 17 6'TO 17,33 SNpymg LANE LANE TUM LANE SIDEWALK Wf/FRED WILT UNDER INTEA/N PROJECT pppp BICYCLE FOR INFORMATIONAL USE ONLY SEAWALL(BUILT BY OTNEASI�L ELEL1 5.7� r R/W LINE INDIAN IIl"1 VM/ES PGI CREEK 11 1�==a.O5 TO-OAS) O.OVARIES R ES VARIES Il l l l l f/ 1 1 L_ --xxxx_ -------- `\III P �))) ..,OWL-�JL'Y_7 1 �J J1-7-1-7-1—r7—,—r-7-/--T7 I T7— x 31 _ / /o: 1P /l y i i L. L1-J L.(,,,[�L1J J1T�L 1 EXISTING GROUND ZYJ P� 1 \ CONCRETE SIDEWALK =-17 __ 1 \—SHOULDER BARRIER WALL(RETAINING) CURB AND GUTTER(TYPE F) 11 1 (INDEX 410) - '� L STABILIZATION LBS 40 'C)'. • Y' C 1I 11 V S 6�T�6•1g..��: SR AlA/INDIAN CREEK DRIVE �'�i O1�I G��`` / STA 100+41.04 TO STA 103+33.07 X/JI/VALI E1�11111‘ L LI /LOZE ONSTRUCT/ON SR AlA i OF SURVEY SR MA S/W LINE R/Yr VARIES 7157'TO 179(' RES'VARIES(23.24 TO 30.17) R/W VARIES 151.18'TO!33.43) 1. _ LIMITS OF*LUNG BUILT UNDFR IONAL INTERIM PROJECT 1 10.75 BORDER VARIES 'I`FRICTION COURSE ONLT- BORDER VARIES FOR INFORMATIONAL USE ONLY N., - '10.37'TO/6.937~ 13.5 TO 11.d VARIES VARIES , I VARIES VARIES VARIES 6 TO 7.3 5 TO 75 _ 11' I T I I1' _ 11'TO 1• _ 0 TO II' IO TO 19 VARIES SIDEWALK LANE LANE I • LANE LME LME w SIDEWALK ' d TO 3 Glp SEAWALL 07149(BUILT VARIES I Ilk PV RIES '_'� 8T OTHERS) EL G.17122.-\. r OTO 9 .E. II^fl FCi50�_FL �hc=o__JJ 1 PARKING ��//I- w �y I CROWN 1PGP!NEEM 1 5 ,, -0.02 0.02 OA2 O.OJ-O.OS 02 CREEK 11, EXIST.SP�_- SP Illr_rIn_Q_1 1 I L 1:2 NlLI 3'DEl'TN I 1 I �- M CURB AND GUTTER!TYPE F) y _ CURB AND GUTTER F(TYPE F) OVERLAP DETAIL --t S q1� SEE OVERLAP DETAIL I UNDER jlaBAARIER WALL(RETAINING) PARKING LANE RECONSTRUCTION I1 I DE f Il TYPE SP STRUCTURAL CORSE(TRAFFIC LEVEL C1(55 AVG.) I FRICTION COURSE FC-12.5(1.59(TRAFFIC LEVEL MPG 76-22) TRAFFIC DATA 1i V CURRENT YEAR - 2016 AAOT- 2E000 *FRICTION[WRSE f[-13.5!F) MILLING ESTIMATED OPENING YEAR . 2019 DT. 26300 n' (TRAFFIC LEVEL Cl IPG 76-7121 M ESTIMATED DESIGN YEAR - 2039 AADT. 29,000 LI Tr MILL Il AVG.THICKNESS LI K 4.9.00%O.54.5% T-20.2%124 HOUR) RESURFACING DESIGN SPEED 30 NPN SR AlA/ COLLINS AVE POSTED SPEED 4: r6 30 MPHSTRUCTURAL (TRAFFIC LEVEL c/tr AVG.) STA 94+40.00 TO STA 100+41.04 FRIGTEW CWRSESC-12��TRAFFIC LEVEL C PD 76-22) At VISIONS RIBBECIL ENGINEERING.INC. STAIR OP FLORIDA SHEET DATE OESCAfPTIOH _DATE DESCRIPTION 14165 SW 120 STREET,SUITE 205 DRPARTNRNT OP TRANSPORTATION NO. MIAMI.FLORIDA MOO ROAD NO. colony FINANCIAL PROJECT 10 TYPICAL SECTIONS TEL MS)3113419011 POPE CA.NO.77087 SA A1A MIAMI•DADE 439228-2-58-01 7 CARLOS F.W861ECN,P.E.MENU NO.80643 w/11 S/M/NIS I inn wor S.WM.SYsTYPSAOO)ayu fPARKING LANE RECONSTRUCTION (ALTERNATE Al R/W LINE— e OF CONSTRUCTION SR OF SURVEYY SR SR AIARAN LINE TYPE B STABILIZATION flBR 401(12') OPTIONAL BASE GROUP 1(e)(8-I2.5 ONLY) FRICTION COURSE FC-12.5 0.5)(TRAFFIC LEVEL C)(PG 76-22) VARIES A/W VARIES(19.32 TO 34.47) RAY VARIES(25.10'ft% TO 30.67'1 S. 5'TO 36' BORDER VARIES VM1F 1.I9 TO lo.1r " rRDER V77 S' PARKING LANE REDONSTRLCTIOM (ALTERNATE B1 TYPE B STABILIZATION ILBR 40)(12') 90 ARIES TO 5.67 VARIES OOO. OPTIONAL BASE GROUP 1(4'1 6' 11' 11• _ BTO 6.5 s 7 TYPE SP STRUCTURAL COURSE/TRAFFIC LEVEL C111.5') SEAW4LL/6UILr GROUND 1130160E LANE LANEUDE- VARIES FRICTION COURSE FC-12.5(I.57(TRAFFIC LEVEL C)(PG 76-22) WILT UNDER INTERIM PROJECT BY OTHERS) ELEY SI INFrI 0TO9' WALE FOR INFORMATIONAL USE ONLY 'fi 6KY �ARKING -L 11 In 1 RECONSTRUCTION!ALTERNATE Al 1 1I 0.0= 0.0= I I TYPE 8 STABILIZATION(CBR 401(12') CREEKINI11 _ -_---___ I TYPEOPSP TRI CBASE U AL COURSE GROUP 1(TRAFFICLEVELC1(2") 1 I IL1-L1JT L1JT i�i��I;��. EXISTING FRICTION COURSE FC-12.5(2')(TRAFFIC LEVEL Cl LPC 76-22) �� ys-I 1 r' 1 GROUND I 1L I I CONCRETE SIDEWALK RECONSTRUCTION(ALTERNATE B1 CURB AND GUTTER(TYPE F) TYPE B STABILIZATION ILLT/t 401(12") _ ...11_,I 1 STABILIZATION LBR 40 OPTIONAL BASE GROUP II(12'1 I I 1 SHOULDER BARRIER(MOTYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL CIES') I WALL(RETAINING)LFRICTION COURSE FC-I2.5(2')(TRAFFIC LEVEL CI(PG 76-22) f 1I I SR AlA/INDIAN CREEK DRIVE • �µ DESIGN SPEED=40 MPH 11 �T'} STA 107+60.44 TO STA 110+02.19 DRIVEWAYS AND HARMONIZATION L U TYPE B STABILIZATION(CBR 40102') • OPTIONAL BASE CROUP 114'10-12.5 ONLY) f— -� TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C10.5•1B OF CONSTRUCTION SR AlA RAY LINE— 5 OF SURVEY SR 414 NW LINE �— TEMPORARY PAVEMENT VARIES RAY VARIES(19.34'TO 70.91_! 3O.6T) 11 TO 20' _ OPTIONAL BASE GROUP II(7')18-12.5 ONLY) /ORDER VARIES TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5') BORDER VARIES 11.75 TO 19.67 7'33 0.9Z TO 5.6T VANES VARIES IT II' II' 0'TO 8'.., 6'TO II' SEANALL(BUILT - - 1111111111/ BY OTHERS) GROUND. SH FEIIE LME LANE PARKING SIDEWALK \\ / VIEW 57 fl 6•I1YCLE YARlES .`.\\ \O R //,, -L 131 LANE BUOY„ C_ BUILT UNOfR INTERIM PR01EsT 1 1 PGP C 1,•• F FOR INFOAMAYIONAI USE ONLicTI k p p7 00 0.07 INDIAN III i L=====__ _ t?yr7/ p4_LCF- ----s-'1w_ CREEK I� i1 LI - . - ,�!! I 1 61L11L1J_L-[.1JL 'V EMSTI G �'• //+y- GROUNI, `_I DROP CURB SCI.•', STA OF J'•v: _ �I CONCRETE SIDEWALK .ay,- A- IIf1 SHOULDER 9AARIFR WALL(RETAINING) CURB(TYPE 0) '��j;IOIL(�,IT�/�0`G� II 1 (INDEX 410)• /1/ •,F��- 1\\�` 1 STABILIZATION IBA 40 /I1111111 II TRAFFIC DATA 1I i CURRENT YEAR 2015 MDT. 16.000 'Yl` .* SR AlA/INDIAN CREEK DRIVE MDT OPENING WEAR - 7019 DT. 16.900 1,1 7r DESIGN SPEED= 40 MPH ESTIMATED DESIGN YEAR - 2039 MDT. 75,300 L U STA 103+33.07 TO STA 107+60.44 K.9.00%0..99.99% T-4.60%(74 HOUR) DESIGN SPEED.40 MPH POSTED SPEED.35 MPH ♦BUILT UNDER INTERIM PROJECT,FOR INFORMATIONAL USE ONLY STA 9440 TO STA 1)9180.77 REVISIONS RMIBECN ENOINE6RN10,INC. STATE OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION 143966113520 STREET,SURE 705 DEPARTMENT OF TRANSPORTATION SHEET NO.. NA Muw,C.A.LORwA6ROAD NO. COUNTY FINANCIAL PROJECT 10 TYPICAL SECTIONS 05 TEL. 6) POPE NoD-.27682 CARL05 F.R9SEON,P.E.UOENOE NO.60647 SR AIA MIAMI-DADE 439778-2-SB-01 8 _ w.+ltl /70/loll ;lir II IA ..'A....HIYYPR0100126, R/W LINE B OF CONSTRUCTION SR AlA PARKING LANE RECONSTRUCTION (ALTERNATE AI � 4 OF SURVEY SR AJA R/W LINE \\\\ E. A� TYPE B STABILIZATION(LBR 401(12'1 A1W VARIES 1193}TO 11.17/ OPTIONAL BASE GROUP I(4'1(9-12.5 ONLY) VARIES _, R/W'VARIES 115.10 TO 30.6x) _ FRICTION COURSE FC-12.5(l.5')(TRAFFM LEVEL CTIFG 76-221 5 TO 36' BORDER VARIES BORDER VARIES • 1.89 TO 10.11 12 BB'TO 27 PARKING LANE RECONSTRUCTION (ALTERNATE Bl VARIES TYPE B STABILIZATION(LBR 401(12'1 00 70 567' VARIES SOD OPTIONAL BASE GROUP I(4') 8 II' II' V TO 6.5 6' ~1 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(1.5') SEAWALL(BUILT BY OTMER51 cnOunD snouLnER, LANE - LANE -73 -r IFRICTION COURSE FC-12.5(1.59(TRAFFIC LEVEL CI(PG 76-22) ELEV S 7 RV`TEREO VAAIES WALK (1 BICYCLE O TO C --1 •1( LAME -PARKING 1 11 IP. y RECONSTRUCTION (ALTERNATE Al CREEK /'Ioi 1------------------.-°-_______221J 0.07 0.01 .0 o.0s i1 - TYPE B STABILIZATION(LBR 401(12'1 I I i ,,,,,,,,,,,,," SAM I OPTIONAL BASE GROUP 11(7'1(8-12.5 OV ( TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(2') "� �L"�-!1� f, EXISTING FRICTION COURSE FC-(2.5/2')(TRAFFIC LEVEL C)(PG(6-221 I I GROUND l y - SMOLDER BARRIER WALL(RETAINING) RECONSTRUCTION (ALTERNATE B) -!% (INDEX 4101' CONCRETE SIDEWALK I l I cure AND currER(TYPE F) TYPE B STABILIZATION(LBR 401(12') / OPTIONAL BASE GROUP If(12') I I STAWll1ATlOx COO 40 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(37 1 j SR AlA / INDIAN CREEK DRIVE FRICTION COURSE FC-12.5(2')(TRAFFIC LEVEL Cl(PG 76-22) 11 ✓ DESIGN SPEED = 40 MPH STA 112+61.47 TO STA 123+94.77 lI T1 LI DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION(LBR 401(12') OPTIONAL BASE GROUP I(4'1(9-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CI((.5') e OF CONSTRUCTION SR AIA TEMPORARY PAVEMENT Rill LINE B OF SURVEY SR AlA R/W LINE OPTIONAL BASE GROUP II(7"1(8-12.5 ONLY1 vAR/ES FUN 19.311 9/01 30671 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C10.5'1 16'70 19 BORDER BORDER Jr- 5.67. 9• __. VARIES 6' II' 11' 1111111/1 SEAWALL(BUILT BY OTHERS) OUI°EN LANE LANESOD S\ O ., Rel///// - ELEVN?� Bet�t1E• 2 I •.S 0). S"..e•L_�i TI WANK (/1/1., ,F/ If I PGP � *�INDIAN 11h. I 0.01 0.01 . -1001 3 =• CREEK I I / - F\ it - LI/IM'_�s_I� -J, /7/////�I \_EXISTMG GROUNING �)D . . .7� !I r -I GROUND '�(�i ST',� •p •'Q/: II,L I STABILIZATION LBR 40 CONCRETE SIDEWALK ILII .;`/J/�`rPR +l_\G'\\, I SH(INOULDERBARRIERWALL(RETAINING( CURB AND GUTTER(TYPE F1 ////+ Ni 1S 1\S_S\�� 111 TRAFFIC DATA 1II CURRENT YEAR w 2015 AADT- 16,000 I l ESTIMATED OPENING YEAR - 2019 ANDY- 16,900 I Il ✓ SR A1A/ INDIAN CREEK DRIVE ESTIMATED DESIGN YEAR 1039 MOT 25,300 DESIGN SPEED = 40 MPH K-9.00%0-99.99% T v 4.60%(14 HOUR) ' STA 110+02.19 TO STA 112161.47 DESIGN SPEED a 40 MPH LI •BUILT UNDER INTERIM PROJECT,FOR INFORMATIONAL USE ONLY POSTED SPEED-35 NPH STA 94+40 TO STA 11980.77 REVISIONS RIBBECR ENGINEERING.INC. STATE OF FLORIDA 015C111,1011 DATE 0Y0c9 PYIbN 14336 5W 120 STREET.SUITE 296 DEPARTMENT OP TRANSPORTATION SH015C111,1011 NO WAN!.FLORIDA (30385909ROA°NO. COUNTY FINANCIAL PROJECT/0 TYPICAL SECTIONS . ---- fBPE C.A.NO.27692 CARLOS F.RIBBECR,P.E.LICENSE 110.50543 SR AIA MIAMI•DADE 4192284-513•01 9 PARKING LANE RECONSTRUCTION (ALTERNATE Al 4,------QOF#OFSSURVEY SR Ala RM N SR A1A TYPE LINE OPTIONAL BASE GROUP I(4')(8-IZATION(LBR E.5(ONLY) R/W LINE FRICTION COURSE FC-12.5(1.5'1(TRAFFIC LEVEL CIfPG 76-22) VARIES RIB VARIES(17.95'TO 18.75) R/W VARIES(13.85'TO 34.78) 4'TO IS BORDER VARIES BORDER VARIESPARKING LANE RECONSTRUCTION (ALTERNATE 8) 7 49 TO 7.75 " 71'To 11.15' ` TYPE 8 STABILIZATION(LIR 4002') 6' 11' I^�•s 11' vAAIEs OPTIONAL BASE GROUP 114'1 s C C TO 7.487 TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL CUTS') SEAWALL(BUILT BY OiHEflS) 5010I OENt LANE - LANE •IDEWA SOD II FRICTION COURSE FC-I2.5 11.57(TRAFF/C LEVEL C1(PG 76-22) 020 FEREO - uhriF 6R NDLEv Z I B LILLY RECONSTRUCTION (ALTERNATE A) Ohl PGP TYPE 8 G/ZATION(LIR 401112•) INDIAN 111 1 0.01 0.01 OPTIONAL BASE CROP Il(7')(B-12.5 ONLY) 0.01 __ TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CI(261 CREEK I l - !r\1 FRICTION COURSE FC-12.5(2.1(TRAFFIC LEVEL C)(PG 76-221 ' 1 �Ai/ATSTSAATSATSAATSfi `EXISTISG I 9Ilw_91t4_I/ i cAOUND RECONSTRUCTION (ALTERNATE 8) / IL __ I STABILIZATION AIL LRA 40 TYPE B STABILIZATIONBA (LIR 401(12") I 1 SHOULDER BARRIER WALL(RETAINING) CONCRETE SIDEWALK OPTIONAL BASE GROUP II(12`) 1 I I (INDEX 410) CURB AND GUTTER(TYPE F) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CI(J') FRICTION COURSE FC-12.5(2')(TRAFFIC LEVEL CI(PG 76-22) I 1 SR AIA/ INDIAN CREEK DRIVE ) r DESIGN SPEED = 40 MPH STA 127+74.92 TO STA 132+88.45 DRIVEWAYS AND HARMONIZATION LI TYPE B STABILIZATION(LIR 401(12') OPTIONAL BASE GROUP 1(4'1(8-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CI(1.5.I RIB LINE Q OF CONSTRUCTION SR AIA TEMPORARY PAVEMENT Q OF SURVEY SA AIA .,..„„..—RIB LINE OPTIONAL BASE GROUP II(7")(8-12.5 ONLY) VARIES RAN VARIES(18.47 TO 23.25.7+ r RFW VARIES!2675 70 31.371 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)11.5') 41016' BORDER VARIES ES ER VARIES 1.30'TO 175' 1"7 75 TO,8.16' VARIES 111011/DER LANE UNE PARKING SOD SIDEWALK(INDEX 870)PE GUARDRAIL \\\\\\\',IS IIIn/II// SEAWALL(BUILT BT OTHERS) GROUND- BUFFERED VARIES I \\ `/QC //� \ P.••" s - ELEY 3.Z� - E O TO 6' I �' x[71 1 001 PGP I EXISTING - "1 INDIAN 11 I 0'01 0.01 V_�Gfl0UN0 _ • • CREEK I11 /11/7777 17 7 001 _ 4 !AILS'-P LIL2—I i SATS ` 1/` / /! / , 'I GRAV/ir WALL(/NDEX 6011! -,O'�.•'`� TAT •((7�� I I1 A .• iII I1J DROP CURB CONCRETE S1DEwALK 40 / J7 G\\� ___----,r11 ' SHOULDER BARRIERIWALLN(RETAINING) ''/// NAL E \\\\ l I (INDEX AIX) CURB(TYPE DI TRAFFIC DATA 1Il II CURRENT YEAR - 2015 AADT m 16.000 I ESTIMATED OPENING YEAR - 2019 AADT- 16.900 II ✓ ESTIMATED DESIGN YEAR 4. 2039 RADE- 25.100 � SR A/A/ INDIAN CREEK DRIVE 0-900%0-99.99% T-4.60%(24 HOUR) 11h . DESIGN SPEED = 40 lAPH DESIGN SPEED-40 NPH �, n STA 123+94.77 TO STA 127+74.92 POSTED SPEED-35 MPH Li REVISIONS RIBBECR ENGINEERING,INC. STATE of,FLORIDA GATE PE /IPTION PATE DESCRIPTION ----- SHEET ST 14876 SW 110 STREET,SUITE 106 DEPARTMENT OP TRANSPORTATION NO MTEL.(306)X503-6009IDA 8 8040 NO. COUNTY FINANCIAL PROIEcT 10 TYPICAL SECTIONS SSPE C.A.NO.27002 CARLOS F.RIBBECR,P.E.LICENSE NO.60647 SR AIA NIAM/DADE 439228-2-58-01 I0 "."", 1,00/20/1 113,10 A• x s,saoarstrr snool a, PARKING LANE RECONSTRUCTION (ALTERNATE AI k OF SURVEY SR AIAE OF CONSTRUCTION SR A1A q/µLINE TYPE 8 STABII IZATION(LBR 401(12'1 RIW LINE ..� .4. — OPTIONAL BASE GROUP 1(4'1(8-12.5 ONLY) RAN VARIES 13054 To 5.55) _ A/W VARIES(30.04'10 48.011 FRICTION COURSE FC-I2.5(1.5'1(TRAFF)C LEVEL CI(PG 76-22) IV To 9.ES32_" PARKING LANE RECONSTRUCTION (ALTERNATE B) SOD BORDER VARIES BORDER VARIES TYPE B STAB/L12'ATION(LBR 40)112') .. _ 1000 tO 33.54 13.16'TO 35.41' ' OPTIONAL BASE GROUP 114') VARIES VARIES VARIES TYPE SP STRUCTURAL COURSE !TRAFFIC LEVEL C)I).5") 2' 1 8 0 TO 10 0 TO 11.33 11' 6' _ 7)' 6' 2 1.16'TO 23.41' FRICTION COURSE FC-)2.5(1.5')(TRAFFIC LEVEL Cl(PG 76-221 CONCRETE SOD BUS BAY BUFFERED IDEWA • SOO I SIDEWALK BICYCLE RECONSTRUCTION (ALTERNATE Al LANE CROWN if PGP TYPE B STABILIZATION(LBR 40)52') 0.02 002 0.02 0.07 001 OPTIONAL BASE GROUP 1117')(8-12.5 ONLY) [} —- ` _--- TYPE SP STRUCTURAL COURSE (TRAFFIC LEVE( C112') Ili/1// / FRICTION COURSE FC-12.5(2')(TRAFFIC LEVEL CI(PG 76-221 r,,,,, < ,,, / EXISTING GROUND RECONSTRUCTION (ALTERNATE B1 CURB AND GUTTER(TYPE F) STABILIZATION LBR 40 TYPE B STABILIZATION(LBR 40102'1 CONCRETE SIDEWALK OPTIONAL BASE GROUP II 112') CURB AND GUTTER(TYPE F) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEE C!(J) FRICTION COURSE FC-I2.5(2')(TRAFF/C LEVEL C)(PC 76-22) SR AIA / INDIAN CREEK DRIVE DESIGN SPEED = 40 MPH STA 137+91.48 TO STA 143+00.00 DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION (LBR 401(12") OPTIONAL BASE CROUP 114'118-12.5 ONLY) TYPE SP STRUCTURAL COURSE !TRAFFIC LEVEL C)11.5') RIM LINE Y Of CONSTRUCTION 5R AIA 15W LINE 6 OF SURVEY SR AIA TEMPORARY PAVEMENT VARIES RIR VARIES(1933 TO 24.421 R/W VARIES(25.10 TO 3067'1 OPTIONAL BASF GROUP (I(7')(8-12.5 ONLY) 5'TO 36' BORDER VARIES BORDER VARIES TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Cl 11.5') 1 49 .• I..1' .B:-0 L.:E 0.0'TO 5.62 VARIES 6' 11' IP 0T06.5 6 2 SEAWALL(BUILT BY OTHERS)Th_ GROUND I NWLOE0 LANE LANE MN SIDEWAL• \111111111/ ELEV S7 Rei:LLN \\\`\C .. I jYXV —I I £ PARKING I ` `. ,� 002 PG• I : G INDIAN I O.p - /1 •SS.. • •.�•�' CREEK ) I,,,,,,,,,,,,,�„*/ • _ _ ._ 'nom-_0U�-11.1 EXISTING �-�� !- GROUND �U: . S[T�AgT L/�' �a-` 1 L SHOULDER BARRIER WALL(RETAINING) CONCRETE SIDEWALK ''`e- k;!\ ^l•'.•s,,` )I (INDEX 4(0) [URB AND GUTTER(TYPE f) ///V)�NqL ENG�`�\ TRAFFIC DATA i I STABILIZATION LBR 40 7')/1111111I�� II SR A1A/ INDIAN CREEK DRIVE CURRENT YEAR = 2015 AAOT= (6.000 I L I/ DESIGN SPEED = 40 MPH ESTIMATED OPENING YEAR A, 2019 AADT. 16,900 `L STA 132+88.45 TO STA 137+91.48 ESTIMATED DESIGN YEAR . 2039 MDT. 25.300 1♦ K.9.00%1)-99 99% T.4.60%(24 HOUR) 11 11' DESIGN SPEED.40 MPH LI POSTED SPEED-35 MPH REVISIONS RIBBECK ENOINEERINC,INC. .STA TR OP FLORIDA SHEET PATE DESLRLPTION DAL)" OFyj01PTION N 14336 BW 120 STREET,SUITE 706 DBPARTA(8T OP TRANSPORTATION NO. 8416141,P0016E T61.1i O6) 4 040 NO. MINTY I FINANCIAL PROIEL'T IO TYPICAL SECTIONS 8)364 467 A90O POPS C.A.NO.77697 1 1 CARLOS P.RIOBECK,P.E.LIMOS NO.60643 SA PIA MIAMI-DADS 439228.2.58.01 m.wi/1 1/7417419 7.04.I PN t:.A.w.&.r\TYIYA641 dr PARKING LANE RECONSTRUCTION /ALTERNATE A) R/W LINE R/W LINE TYPE B STABILIZATION((BR 40152') ¢OF CONSTRUCTION OPTIONAL BASE GROUP I14")(8-12.5 ONLY) FRICTION COURSE FC-12.5(I.57(TRAFFIC LEVEL C!(PG 76-22) A/W 22.5' R/W 22.2 BORDER BORDER PARKING LANE RECONSTRUCTION (ALTERNATE B) VARIES VARIES VARIES VARIES 7'TO 11.5' Td 7-S D To 1.5' 7.TO 11.5' TYPE B STABIL RATION((BR 401(12") OPTIONAL BASE GROUP r(4") TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL ClfI.5") 9 VARIES D TO 6' I I' IX VARIES D TO 6' S. FRICTION COURSE FC-12.5(L5')(TRAFFIC LEVEL C)(PG T6-22) SIDEWALK •ARK/N 'ARKING SIDEWALK ALUMINUM PIPE GOIDERAIL RECONSTRUCTION /ALTERNATE A) (INDEX 070) Ex/5Y. TYPE B STABILIZATION(LER 40)((2") (TO REMAIL') ti , I OPTIONAL BASE GROUP 110"1(8-l2.5 ONLY) 0.05 0.02 Dos " •' TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(2") LI !,� ,r J FRICTION COURSE FC-12.5(2")(TRAFFIC LEVEL CI(PG 76-221 (RIOTING--7 (11.44,, AINDWA ,A„U EXISTING RECONSTRUCTION (ALTERNATE 8) GROUND GROUND CONCRETE SIDEWALK STABILIZATION LOU 40 GRAVITY WALL(INDEX 6011) nPE OPTIONAL BASETIOLBR GROUP 1111240)") 2'1 CURE AND GUTTER(TYPE El CONCRETE SIDEWALK TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(3') CURB AND GUTTER(TYPE F) FRICTION COURSE FC-12.5(2")(TRAFFIC LEVEL C)(PG 76-22) 28TH STREET DESIGN SPEED = 30 MPH STA 28+05.47 TO STA 28+94.50 DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION(LBR 40)1(2") OPTIONAL BASE GROUP 114")(B-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CI u.5') ,— TEMPORARY PAVEMENT R/W LINE R/W LINE BUILT uNOER INTERIM PROJECT 6 Of CONSTRUCTION OPTIONAL BASE GROUP 11CT"1(8-12.5 ONLY) FOR INFORMATIONAL USE ONLYTYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CMS') RAW 30' R/W 30' BORDER BORDER VARIES VARIES 7'TO 14 ''TO 13.75 VARIES VARIES 5' I OTO 72' IT (025 0'i0825' _I S SIDEWALK I PARKING PARKING I SIDEWALK \\��„•i I IO111,/,,,,l off// VARIES VARIES \\ I2 ,,i ALUMINUM PIPE GVIDFRAIL0'TO 10.5 �' e (INDEX 8701-1_ f D Yo r _is. GQ' CE __oGs=_ _ 0.01 _ fl _QO o02�-,Y _ "]k _• ' 3= F = , EXISTING L1� :e. "�1 EXISTING �a�,n'.'.:STAT .. •,�Lb GROUND / GRAVITY WALL(INDEX 6011) STABILIZATION LER 40 i/ 1.� �, •�..._j(!.. \` CONCRETE SIDEWALK CONCRETE SIDEWALK ,I C \' CURB AND GUTTER(TYPE f1 27TH STREET CURB AND GUTTER(TYPE fl //ID I AL(E\L\` DESIGN SPEED = 30 MPH STA 27+09.98 TO STA 28+00.00 REVISIONS RMIBECM ENGINEERING,INC. I 224TLf ON FLORIDA SHEET DATE _11f SCRLPI ION DATE DESCRIPTION 1430E EW 120 BTREET,BUTTE 208 DBPARTNBNT OP TRANSPORTATION NO. MIAMI,FLORIDA 83118 TEL.(00515113-6009 ROAD NO. COUNTY 'FINANCIAL PROJECT IO TYPICAL SECTIONS FREE C.A.NO.276111 CARLOS F.RIeeECK,P.E.LICENSE NO.60513 5R AIA MIAMI-DADE 419228-208.01 12 L meet.; 117012010 11.19.71 AA IUbu..r\lN'SRDOI Op" PARKING LANE RECONSTRUCTION (ALTERNATE A) OM UWE TYPE 8 STABILIZATION ILBR 401(12') a1W LINE OPTIONAL BASE GROUP I(4')(B-(2.5 ONLY) `-#OF CONSTRUCTION �- FRICTION COURSE FC-12.5(1.571TRAFFIC LEVEL C/!PG 76-221 R/W 19' _ R/W 75' r BOROfR PARKING LANE RECONSTRUCTION (ALTERNATE B) BORDER VARIES r io 1. TYPE 8 STABILIZATION(LBR 40)(12') OPTIONAL BASE GROUP I(4') TYPE SP STRUCTURAL COURSE !TRAFFIC LEVEL CIII.5) VARIES COURSE FC-12.5 0.5'1(TRAFFIC LEVEL CI(PG 76-221 6' I VARIESs'0'TO 9la-1 I' 11' a TO 9.5' 3' srofwuK PARKING' PARKING` -� clETw«K RECONSTRUCTION (ALTERNATE Al ALUMINUM PIPE GUIOERAI( VARIES VAFIES flND x Blal _a TO 7+T +TO 7 TYPE B STABILIZATION f(BR 401!12'1 i ,, OPTIONAL BASE GROUP B(7"108-12.5 ONLY/ OOz TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C/(2"1 1 002 I r °p1 J FRICTION COURSE FC-I2.5(2')ITRAFFIC LEVEL C)(PG 76-22) I M cSAILZdG RECONSTRUCTION (ALTERNATE Bl E GROUND EXIST. GRAVITY WALL(INDEX 6017) TYPE B STABILIZATION/LBR 401(12'1 CONCRETE SIDEWALK STABILIZATION LBR 40 OPTIONAL BASE GROUP II 112'1 CONCRETE SIDEWALK TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(3'1 CURB(TYPE D) CURB AND GUTTER(PIPE F) FRICTION COURSE FC-I2.5/2')(TRAFFIC LEVEL C)(PG 76-221 DROP CURB DESIGN SPEED = 30 MPH 33RD STREET - STA 33+03.13 TO STA 33+95.00 37TH STREET - STA 37+07.59 TO STA 37+93.56 DRIVEWAYS AND HARMONIZATION R/W LINE R/W LINE i�#OF CONSTRUCTION TYPE B STABILIZATION(LBR 401(l2"1 OPTIONAL BASEE GROUP/01'1(8-12.5 ONLY) RAY 75• A/W 25' TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C111.5-I BORDER BORDER +VARIES 4 VARIES._ 7.r0 IN I i'ro)r TEMPORARY PAVEMENT VARIES VARIES OPTIONAL BASE GROUP II 17')18-12.5 ONLY) 5• B TO 9.3 11' 11' a TO 9.5' I 5 TYPE SP STRUCTURAL COURSE !TRAFFIC LEVEL C1(I.5"I SIDEWALK PARKING PARKING SIDEWALK ALUMINUM 2i v!GU!OERArL--� ',,,M. V VARIESo T INDEX 810/ -ALUMINUM PIPE GUIDFRAIL 1 *O A5 G+QZ, 0'01 0.05 I (INDEX 870) ExIST ING J 1I„�,,,, AWAFr„ A ' EXISTING \\\11111111111///7] GROUND GROUND 0,,OS •S. x7 GRAVITY WALL(INDEX 6011) �•'PC` ♦7i� CONCRETE SIDEWALK STABlIIIATION LER 40 GRAVITY WALL(INDEX 60111 G,•' S,. CURB ANO GUTTER(TYPE F/ CONCRETE SIDEWALK 715•: CURB AND GUTTER(TYPE Fl __„‘‘‘‘C)./15`. 6,1.�• }} DESIGN SPEED = 30 MPH _ 29TH STREET - STA 29+05.32 TO STA 30+02.49 -;73,,% 30TH STREET - STA 30+05.44 TO STA 31+14.50 ;\-, •••, ST. .',,11./.:,- .... 31ST STREET - STA 31+06.99 TO STA 32+11.00 '„((s' 'ct.- •(•...."..A."‘ 32ND STREET - STA 32+05.16 TO STA 34+00.00 ;le -•cNC.2'ss 36TH STREET - STA 36+12.19 TO STA 37+00.00 38TH STREET - STA 38+05.52 TO STA 38+83.00 IIIA II LI(II!N\ 39TH STREET - STA 39+08.61 TO STA 39+98.00 40TH STREET - STA 39+50.00 TO STA 41+02.67 * 002 TO 005 AT 38TH STREET REVISIONS RISSECK ENGINEERING,INC. STATE OF FLORIDA OATS DESCRIPTION PATE Oj$CA/PT10N 14!85 SW 120 STREET.SUITE 205 DEPARTMENT OF TRANSPORTATION SHEET MIANS,FLORIDA 33555 NO. TEL(306)383-6209 ROAD NO COUNTY FZNARCIA[PAOIECT ID TYPICAL SECTIONS FERE C.A.NO.27682 CARLOS F.a/WRECK,P.N.LICENSE NO.60649 SR AIR M/AMI-GAGE 439278-I-S8-01 13 ..rw.... 3/I0/2019 11.39.11 Ar L ,,TIPSRCO y PARKING LANE RECONSTRUCTION (ALTERNATE A) RAN LINE TYPE B STABILIZATION fLBR 401(12`) R/W LINE OPTIONAL BASE GROUP 1(4'1(8-12.5 ONLY) f—f OF CONSTRUCTION FRICTION COURSE FC-12.5(1.57(TRAFFIC•LEVEL D IPC 76-221 6/11/25 _ RAN 25' 'BORDER .. BORDER PARKING LANE RECONSTRUCTION (ALTERNATE BI VARIESVARIES T__ 14 * - SIT TO IS' TYPE 8 STABILIZATION!!BR 401(12") 1'0OPTIONAL BASE GROUP 119') TYPE SP STRUCTURAL COURSE !TRAFFIC LEVEL Cl(l.5") FRICTION COURSE FC-I2.5(I.5")(TRAFFIC LEVEL C)(PC 76-22) 5' I -1 VARIES T0 ' _ II' _ 10 OV TO➢3i 5 SIDEWALK f'PARKING- PARKING SIDEWALK RECONSTRUCTION (ALTERNATE Al ALUMINUM PIPE LUIDERA/t VILE VARIES _ (INDEX 870) TYPE GUIDEPRIL !INDEX B7D1 0•To 7, o'TO 7.33 TYPE B STABILIZATION RBR 40102") OPTIONAL BASE GROUP/l(T')(8-12.5 ONLY) D TYPE SP STRUCTURAL COURSE!TRAFFIC LEVEL C1(2') 11 ° I'. FRICTION COURSE FC-I2,5(2')ITRAFFIC LEVEL CI(PG 76-221 EXISTING —+ //' EXISTING RECONSTRUCTION (ALTERNATE B) GROUND GROUND GRAVITY WALL(INDEX 6011) STABILIZATION LBR 40 GRAVITY WALL(INDEX 6011) TYPE B STABILIZATION ILBR 40)02') CONCRETE SIDEWALK CONCRETE SIDEWALK OPTIONAL BASE GRCNJP 11112") tune AND GUTTER(TYPE F) CURB(TYPE DI TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(3') FRICTION COURSE FC-I2.5!27(TRAFFIC LEVEL CI!PG 76-221 DROP CURB 34TH STREET DESIGN SPEED = 30 MPH STA 34+08.85 TO STA 35+17.67 DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION((BR 40102") OPTIONAL BASE GROUP I(4718-12.5 ONLY/ TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)II.5') R/W LINE ROW LINE f—j OF CONSTRUCTION ROW US' ROW 25• - TEMPORARY PAVEMENT BORDER BORDER OPTIONAL BASE GROUP 11(7')(8-12.5 ONLY) VARIES VARIES VAR/f5 TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL CMS') T TO l4'I rT TO 14' VARIES VARIES 9 1 0'TO 95' II' IT _ 0 TO 9.5'' 5' SIDEWALK ~PARKING PARKINGSIDE'NALK ALUMINUM PIPE GUI DERAIL VARIES 4 ` VARIES ALUMINUM PIPE GUIOERAIL (INDEX 870) O'T0T T OTO 7_ (INDEX 870) ,\`1j 1111111/I/77 EXISTING 0 eS 1'2, GROUND� (1 007 J �� - j.0 ipt •I' i� ' fl,,arAWAW,,,,,,/,,,A,, '' EXIS5T INS / '/ N,��' GRAVITY WALL IINOEx 6011) GRIUN0 - is STABILIZATION 080 40 GRAVITY WALL(INDEX 5011) : CONCRETE SIDEWALK CONCRETE SIDEWALK CURB AND GUTTER(TYPE F) SOT �` CURB AND GUTTER(TYPE FI � � (`2.�` 35TH STREET 7FI�NAL(EN 0N` DESIGN SPEED = 30 MPH STA 35+09.31 TO STA 35+92.67 REVISIONS RIDOECK ENGINEERING.INC. STATS OF FLORIDA pOIf, Df SCRIvr10N PATE DESCRIPTION 143365W 120 STREET,SURE 206 DEPARTMENT OF TRANSPORTATION SHEET NO MIAMI,L(SCS)IDA 3436900 ROAD NO. COUNTY FINANCIAL PRO7fCT ID TYPICAL SECTIONS FBPE C.A.ND.27082 CARL09 T.RIBBEDN,P.E.LICENSE NO.60543 SR AIA MIAMI-DADE 4391287-5B-01 1 4 EXHIBIT"B" TOTAL PROJECT ESTIMATED COST Page 21 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 COST ESTIMATE COST 25TH TO 41ST PHASE I AND II „COMPANY WORK TYPE Actual Cost REIMBURSABLE COST FOOT CONTRIBUTION CITY CONSTRIBUTION NON REIMBURSABLE COSTS PHASE I and II (DRAINAGE) $11,663,436.34 $10,329,904.78 $8,129,63506 $2,200,269.72 $1,333,531.56 RIBBECK (DESIGNER) $1,542,540.11 $1,542,540.11 $1,213,979.07 $328,561.04 $0.00 WSP (CEI) $1,501,221.28 $1,501,221.28 $1,181,461.15 $319,760,13 $0.00 UNIVERSAL ENGINEERING SCIENCES INC (GEOTECHNICAL) $5,445.00 $5,445.00 $4,285.22 $1,159.79 $0.00 ATKINS (SURVEY) $199,900.00 $199,900.00 $157,321.30 $42,578.70 $0.00_ STANTEC (PERMITS) $192,306.24 $192,306.24 $151,345.01 $40,961.23 $0.00 HML(Drainage Work and For License Agreement for all Properties (PIO) $54,867.50 $54,867.50 $43,180.72 $11,686.78 $0.00 MIAMI DADE COUNTY-DERM PERMITS _ $238,889.75 $238,889.75 $188,006.23 $50,883.52 $0.00 SOUTH FLORIDA WATER MANAGEMENT PERMITS $5,000.00 $5,000.00 $3,935.00 $1,065 00 $0.00 SHORELINE (SEAWALL) $2,941,550.42 $2,941,550.42 $2,315,000.18 $626,55024 $000 TOTAL REIMBURSABLE CHARGES $18,345,156.64 $17,011,625.08 $13,388,148.94 $3,623,476.14 $1,333,531.56 COST ESTIMATE COST 25TH TO 41ST PHASE HI J ITEM WORK TYPE COST REIMBURSABLE COST FOOT CONTRIBUTION CITY CONTRIBUTION NON REIMBURSABLE COSTS PHASE III COST ESTIMATE (DRAINAGE) $13,636,984.00 $13,636,984.00 _ $0.00 RIBBECK (DESIGNER) $1,818,796.43 $1,655,581.00 $163,215.43 WSP(530Days) (CEI) $1,694,842.56 $1,694,842.56 $0.00 HML(Phase III) PIO $211,350.00 $211,350.00 $0.00 TEMPORARY MOT(12 MONTHS) _._ (MOT) $649,008.00 $649,008.00 $0.00 MOT IMPROVEMENTS 25th to 29th MOT $420,456.09 $420,456.09_ $0.00 TEMPORARY DRAINAGE(12MONTHS) DRAINAGE _ $150,000.00 $150,000.00 $0.00 SHORELINE(5M-3.75M) SEAWALL $7 0E.3 4-1,J SS $2,059,44q`;8 $0.00 TOTAL REIMBURSABLE CHARGES J $20,639,886.66 $20,476,671.23 $14,861,851.06 $5,614,820.17 $163,215:43 GRAND TOTAL(rounded up) $38,985,043.30 $37,488,296 31 $28,250,000.00 $9 250,000,00 $1,496,746.99. TOTAL FUNDS PREVIOUSLY APPROVED _ $33,000,000.00 $26,000,000.00 $7,000,000.00 FUNDS REQUIRED ($4,488,296.31) Funds required rounded up $4,500,000.00 EXTRA COSTS COVERED BY THE CITY WORK TYPE COST SHORELINE SE WALLS(8M-SM) SEAWALL $3,000,000.00 NON REIMBURSABLE COST DRAINAGE&DESIGN $1,496,746.99 CIP ADMINISTRATION FEE ADMINISTRATION $1,091,000.00 [GRAND TOTAL "''',4,' ,'::t"'',1':;:',1''' '" _ GRAND TOTAL SUMMARY TOTAL OF REIMBURSABLE COSTS BY FOOT $28,250,000.00 TOTAL OF NON-REIMBURSABLE COSTS BY FDOT $0.00 GRAND TOTAL BY FDOT $28,250,000.00 GRAND TOTAL OF REIMBURSABLE COSTS BY CITY $9,250,000.00 GRAND TOTAL OF NON-REIMBURSABLE COSTS BY CITY $5,587,746.99 GRAND TOTAL BY CITY $14,837,746.99 A FINANCIAL SUMMARY PROJECT FM#439228-2-58-01 The estimated PROJECT cost for FM 439228-2-58-01 is$$37,500,000.00. The DEPARTMENT's participation and maximum limit amount for reimbursement of actual eligible PROJECT costs is $28,250,000.00.Eligible PROJECT costs are the costs related to the design,construction and construction engineering inspection of the PROJECT,in substantial accordance with the approved PDP,and do not include utility relocation or utility relocation related work. The CITY's participation and maximum limit amount of PROJECT costs is$9,250,000.00. Eligible PROJECT costs are the costs related to the administration,survey,design,construction and construction engineering inspection of the PROJECT,in substantial accordance with the approved PDP,and do not include utility relocation or utility relocation related work. Page 22 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-0I EXHIBIT"C" CITY RESOLUTION Page 23 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Nwnber 439228-2-58-01 -- RESOLUTION NO. 2019-30915 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY MANAGER, RELATING TO INVITATION TO BID NO. 2019-231-KB, FOR PHASE III IMPROVEMENTS FROM 25TH TO 41ST STREET (THE "PROJECT"); APPROVING THE AWARD OF A CONSTRUCTION CONTRACT TO RIC-MAN CONSTRUCTION FLORIDA, INC., THE LOWEST RESPONSIVE, RESPONSIBLE BIDDER, IN AN AMOUNT NOT TO EXCEED $13,636,984.00; FURTHER, AUTHORIZING THE CITY MANAGER TO NEGOTIATE AND FINALIZE A SECOND AMENDMENT TO THE CITY'S DEPARTMENT FUNDED AGREEMENT ("DFA") WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION ("FDOT"), WITH RESPECT TO THE SHARING OF COSTS FOR THE SCOPE OF WORK AWARDED FOR THE PROJECT ("SECOND AMENDMENT"), AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE SECOND AMENDMENT UPON CONCLUSION OF SUCCESSFUL NEGOTIATIONS BY THE ADMINISTRATION AND FORM APPROVAL BY THE CITY ATTORNEY; FURTHER, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE THE CONTRACT WITH RIC-MAN CONSTRUCTION FLORIDA, INC., CONTINGENT UPON CITY'S RECEIPT OF A WRITTEN COMMITMENT FROM FDOT WITH RESPECT TO THE COST SHARE FOR THE SECOND AMENDMENT. WHEREAS, on March 9, 2016, the City Commission adopted Resolution No. 2016- 29332, approving the substantive terms of the cost sharing agreement, and on September 30, 2016, the City and FDOT entered into a Department Funded Agreement (DFA) for Financial Project Number 439228-2-58 (Contract AS-343), for roadway and drainage improvements on S.R. A1A/Indian Creek from 41st Street to 26th Street (the "Project"), in the total amount of $25,408,493, comprised of FDOT funding in a maximum of$20,008,493, and City funding in the maximum of$5,400,000; and WHEREAS, the DFA stipulated a FDOT participation of 78.7% and a City participation of 21.3% of the total allowable cost. Thereafter, the Project was divided into three (3) phases; and WHEREAS, on October 17, 2018, the Mayor and City Commission adopted Resolution No. 2018-30574 to amend the DFA agreement by increasing FDOT's participation by $5,991,507 from the original maximum amount of $20,008,493 to the amended maximum amount of $26,000,000; and increasing the City's participation by $1,636,848 from an original maximum amount of$5,400,000, to a maximum participation of$7,036,848; and WHEREAS, with Phase I and II substantially complete, the City sought to solicit bids for the final Phase III of the Project. Invitation to Bid (ITB) 2018-054-ZD, which included roadway reconstruction and drainage improvements north of 32nd Street, was issued on September 21, 2018; and WHEREAS, three (3) bids were received, however the lowest bid was deemed non- responsive and the next low bid significantly exceeded the City's available budget; therefore, the Mayor and City Commission approved the rejection of bids received pursuant to Invitation to Bid (ITB)2018-054-ZD, for Phase III Improvements from 25th to 41st Street; and WHEREAS, subsequent to the rejection of bids pursuant to ITB 2018-054-ZD, staff has worked with the Engineer of Record and FOOT to value engineer the remaining portion of the Project and to provide for two (2) options, either for(1) the partial completion of the project up to 35th Street; or(2) the full completion of the project to 41St Street; and WHEREAS, as part of these efforts, in May 2019 the City conducted Industry Review Meetings in an effort to assure that the City's approach to bidding the portion of the Project is in line with industry standards and best practices; staff met with eleven (11) vendors which yielded valuable insight and comments from the industry regarding the Project; and WHEREAS, ITB No. 2019-231-KB, was issued on May 24, 2019, with a bid opening date of July 2, 2019; notices were issued to 1,130 companies and 120 prospective bidders accessed the advertised solicitation; and WHEREAS, the notices resulted in the receipt of seven (7) responses from: American Pipeline Construction, LLC; Danz Contracting, LLC; David Mancini & Sons, Inc.; Lanzo Construction Co., Florida; Ric-Man Construction Florida, Inc.; Ric-Man Construction, Inc.; and Ric-Man International, Inc.; and WHEREAS, in its due diligence, the Procurement Department verified that the lowest responsive bid submitted by Ric-Man Construction Florida, Inc. ("Ric-Man Construction Florida") met the requirements of the ITB; and WHEREAS, Ric-Man Construction Florida has been deemed the lowest responsive and responsible bidder meeting all terms, conditions, and specifications of the ITB; and WHEREAS, recently, the City Administration has been negotiating with FDOT for additional funding for the Project, via a second amendment to the DFA ("Second Amendment"). If the negotiations are successful, FDOT's maximum contribution will increase by $2.25 million to $28.25 million; and the City's required contribution will also increase by $2.25 million to $9,262,848; and WHEREAS, after considering the bids received and the evaluation of staff, the City Manager recommends approval of the award of a contract to Ric-Man Construction Florida, Inc., the lowest responsive, responsible bidder to the ITB, in an amount not to exceed $13,636,984.00; further, the Administration recommends that the City Manager be authorized to negotiate and finalize the Second Amendment to the DFA with FDOT, and further authorize the Mayor and City Clerk to execute the Second Amendment upon conclusion of successful negotiations by the Administration; and further, the Administration recommends authorizing the Mayor and City Clerk to execute the contract with Ric-Man Construction Florida, Inc., subect to City's receipt of a written commitment from FDOT with regard to the cost share for the Second Amendment. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby accept the recommendation of the City Manager, pursuant to Invitation to Bid No. 2019-231-KB, for Phase III Improvements from 25th to 41st street; approving the award of a contract to Ric-Man Construction Florida, Inc., the lowest responsive, responsible bidder to the ITB, in an amount not to exceed $13,636,984.00; further, authorize the City Manager to negotiate and finalize a second amendment to the City's Department Funded Agreement ("DFA") with the Florida Department Of Transportation ("FDOT"), with respect to the sharing of costs for the scope of work awarded for the Project("Second Amendment"), and authorize the Mayor and City Clerk to execute the Second Amendment upon conclusion of successful negotiations by the Administration and form approval by the City Attorney; further, authorize the Mayor and City Clerk to execute the contract with Ric-man Construction Florida, Inc., contingent upon City's receipt of a written commitment from FDOT with respect to the cost share for the Second Amendment. PASSED AND ADOPTED this 3/ day of 5.441 2019. ATTEST: Ark..s ti LQ, RAFA L . GRANADO, CITY CLERK DAN G LBER, MAYOR T:1Agenda12019107 July 311ProwremenllITB 2019-231-KB Indian CreeklITB 2019-231-KB-Resolution DRAFt.doc • 44\ ..B1jh+ ••.. APPROVED AS TO •,� FORM &LANGUAGE ? ' AV-s CLITION INCORP ORATED -n ��g '��Q..;...•26m'��+ ,Attorney U u- to ,,1j��hghih�� EXHIBIT"D" AUDITS 1. In addition to reviews of audits conducted in accordance with Section 215.97, Florida Statutes, monitoring procedures to monitor the CITY's use of state financial assistance may include but not be limited to on-site visits by Department staff and/or other procedures including, reviewing any required performance and financial reports, following up,ensuring corrective action,and issuing management decisions on weaknesses found through audits when those findings pertain to state financial assistance awarded through the Department by this Agreement. By entering into this Agreement, the CITY agrees to comply and cooperate fully with any monitoring procedures/processes deemed appropriate by the Department. The CITY further agrees to comply and cooperate with any inspections, reviews,investigations,or audits deemed necessary by the Department,the Department of Financial Services(DFS) or State of Florida Auditor General. 2. The CITY, a nonstate entity as defined by Section 215.97(2)(m), Florida Statutes, as a recipient of state financial assistance awarded by the Department through this Agreement is subject to the following requirements: a.In the event the CITY meets the audit threshold requirements established by Section 215.97,Florida Statutes,the CITY must have a State single or project-specific audit conducted for such fiscal year in accordance with Section 215.97, Florida Statutes; applicable rules of the Department of Financial Services; and Chapters 10.550(local governmental entities)or 10.650(nonprofit and for-profit organizations),Rules of the Auditor General. Exhibit"B"to this Agreement indicates state financial assistance awarded through the Department by this Agreement needed by the CITY to further comply with the requirements of Section 215.97, Florida Statutes. In determining the state financial assistance expended in a fiscal year, the CITY shall consider all sources of state financial assistance,including state financial assistance received from the Department by this Agreement,other state agencies and other nonstate entities.State financial assistance does not include Federal direct or pass-through awards and resources received by a nonstate entity for Federal program matching requirements. b. In connection with the audit requirements, the CITY shall ensure that the audit complies with the requirements of Section 215.97(8), Florida Statutes. This includes submission of a financial reporting package as defined by Section 215.97(2)(e), Florida Statutes, and Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General Financial Services (DFS) or State of Florida Auditor General. c.In the event the CITY does not meet the audit threshold requirements established by Section 215.97,Florida Statutes,the CITY is exempt for such fiscal year from the state single audit requirements of Section 215.97, Florida Statutes. However, the CITY must provide a single audit exemption statement to the Department at FDOTSingleAudit@dot.state.fl.us no later than nine months after the end of the CITY's audit period for each applicable audit year. In the event the CITY does not meet the audit threshold requirements established by Section 215.97, Florida Statutes, in a fiscal year and elects to have an audit conducted in accordance with the provisions of Section 215.97,Florida Statutes,the cost of the audit must be paid from the CITY's resources(i.e.,the cost of such an audit must be paid from the CITY's resources obtained from other than State entities). d. In accordance with Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations),Rules of the Auditor General,copies of financial reporting packages required by this Agreement shall be submitted to: Florida Department of Transportation Page 24 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 4.39228-2-58-01 Office of Comptroller,MS 24 605 Suwannee Street Tallahassee,Florida 32399-0405 FDOTSingleAudit @dot.state.fl.us And State of Florida Auditor General Local Government Audits/342 111W Madison Street,Room 401 Tallahassee,FL 32399-1450 e. Any copies of financial reporting packages, reports or other information required to be submitted to the Department shall be submitted timely in accordance with Section 215.97,Florida Statutes,and Chapters 10.550(local governmental entities)or 10.650(nonprofit and for-profit organizations),Rules of the Auditor General,as applicable. f.The CITY,when submitting financial reporting packages to the Department for audits done in accordance with Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General, should indicate the date the reporting package was delivered to the CITY in correspondence accompanying the reporting package. g.Upon receipt,and within six months,the Department will review the CITY's financial reporting package, including corrective action plans and management letters, to the extent necessary to determine whether timely and appropriate corrective action on all deficiencies has been taken pertaining to the state financial assistance provided through the Department by this Agreement. If the CITY fails to have an audit conducted consistent with Section 215.97,Florida Statutes,the Department may take appropriate corrective action to enforce compliance. h. As a condition of receiving state financial assistance,the CITY shall permit the Department,or its designee,DFS or the Auditor General access to the CITY's records including financial statements, the independent auditor's working papers and project records as necessary. Records related to unresolved audit findings,appeals or litigation shall be retained until the action is complete or the dispute is resolved. The CITY shall retain sufficient records demonstrating its compliance with the terms of this Agreement for a period of five years from the date the audit report is issued and shall allow the Department,or its designee,DFS or State of Florida Auditor General access to such records upon request.The CITY shall ensure that the audit working papers are made available to the Department,or its designee,DFS or State of Florida Auditor General upon request for a period of five years from the date the audit report is issued unless extended in writing by the Department. Page 25 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 EXHIBIT"E" STANDARDS AND SPECIFICATIONS All maps,plans and designs are to be prepared,and the PROJECT constructed with,English values in accordance with all applicable current DEPARTMENT manuals,memorandums,guidelines including but not limited to those listed below. Construction of the PROJECT shall likewise comply with all applicable DEPARTMENT manuals, memorandums and guidelines in effect as of the date of the advertising of the PROJECT,including but not limited to those listed below. General o 29 CFR,Part 1910.1101—Asbestos Standard for Industry,U.S.Occupational Safety and Health Administration(OSHA) o 29 CFR,Part 1926, 1101 —Asbestos Standard for Construction,OSHA o 40 CFR,Part 61,Subpart M-National Emission Standard for Hazardous Air Pollutants (NESHAP),Environmental Protection CITY(EPA) o 40 CFR,Part 763,Subpart E—Asbestos-Containing Materials in Schools,EPA o 40 CFR,Part 763,Subpart G—Asbestos Worker Protection,EPA o Americans with Disabilities Act Accessibility Guidelines(ADAAG) o Any special instructions from the DEPARTMENT o Bicycle Facilities Planning and Design Manual, o CADD Manual o CADD Production Criteria Handbook o Ch.469,F.S.—Asbestos Abatement,Florida DEPARTMENT of Business and Professional Regulation(DBPR) o Ch.62257,F.A.C.—Asbestos Program,Florida DEPARTMENT of Environmental Protection(DEP) o Code of Federal Regulations o Design Traffic Procedure o Equivalent Single Axle Load Guidelines o Florida Administrative Codes o Florida DEPARTMENT of Business&Professional Regulations Rules o Florida DEPARTMENT of Environmental Protection Rules o Florida DEPARTMENT of Transportation Basis of Estimates Manual o Florida DEPARTMENT of Transportation Design Standards for Design,Construction, Maintenance,and Utility Operations on the State Highway System o Florida DEPARTMENT of Transportation Instructions for Structures Related Design Standards o Florida DEPARTMENT of Transportation Handbook for Preparation of Specifications Package o Florida DEPARTMENT of Transportation Materials Manual o Florida DEPARTMENT of Transportation Plans Preparation Manual o Florida DEPARTMENT of Transportation District 6 Design Handbook o Florida DEPARTMENT of Transportation PROJECT Development and Environmental Manual o Florida DEPARTMENT of Transportation Standard Specifications for Road and Bridge Construction Page 26 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 o Florida Statutes o Florida's Level of Service Standards and Guidelines Manual for Planning o K-Factor Estimation Process o Manual of Uniform Minimum Standards for Design,Construction,and Maintenance for Streets and Highways o Model Guide Specifications—Asbestos Abatement and Management in Buildings, National Institute for Building Sciences(NIBS) o Policy for Geometric Design of Highways and Streets o PROJECT Traffic Forecasting Guidelines o Quality Assurance Guidelines o Rule 61G17-6,F.A.C.,Minimum Technical Standards for Professional Surveyors and Mappers o Safety Standards o Utility Accommodations Guidelines o Florida DEPARTMENT of Transportation Construction Project Administration Manual (CPAM) Permits o Chapter 373,F.S. Drainage o Cross Drain o Drainage Handbooks o Drainage Manual o Erosion and Sediment Control o Hydrology o Optional Pipe Materials o Storm Drain .o Stormwater Management Facility o Temporary Drainage Handbook 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 Operation Manuals o AASHTO-An Information Guide for Highway Lighting o AASHTO-Guide for Development of Bicycle Facilities o American Disabilities Act o Federal Highway Administration Manual on Uniform Traffic Control Devices(MUTCD) o Federal Highway Administration Standard Highway Signs Manual o FHWA-Roundabouts:An Informational Guide o Florida DEPARTMENT of Transportation-Florida Roundabout Guide o Florida DEPARTMENT of Transportation Manual on Uniform Traffic Studies(MUTS) Page 27 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 o Florida DEPARTMENT of Transportation Median Handbook o Florida DEPARTMENT of Transportation Traffic Engineering Manual o Minimum Specifications for Traffic Control Signal Devices o National Electric Safety Code o National Electrical Code Structures o AASHTO LRFD Bridge Design Specifications and Interims o AASHTO Standard Specifications for Structural Supports for Highway Signs,Luminaires and Traffic Signals,and Interims. o Florida DEPARTMENT of Transportation Structures Manual o Florida DEPARTMENT of Transportation Structures Design Office Temporary Design Bulletins(available on Florida DEPARTMENT of Transportation Structures web site only) o Florida DEPARTMENT of Transportation Preferred Details(available on Florida DEPARTMENT of Transportation Structures web site only) 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 Page 28 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 EXHIBIT"F" CONSTRUCTION ENGINEERING AND INSPECTION MINIMUM STAFFING REQUIREMENTS 1.0 PURPOSE: This exhibit describes and defines the minimum staffing requirements for the Construction Engineering and Inspection(CEI)services which are required for contract administration,inspection,and materials sampling and testing. 2.0 PERSONNEL: 2.1 General Requirements: The Consultant shall staff the project with the qualified personnel necessary to efficiently and effectively carry out its responsibilities under this Agreement. Estimated staffing of personnel to be assigned to this contract as necessary is outlined below: Senior Project Engineer 1 (Full-time) Project Administrator/Contract Support Specialist 1 (Full-time) Senior Roadway Inspector 2(Full-time) Inspectors 2(Full-time) 2.2 Personnel Qualifications: The Consultant shall provide competent personnel qualified by experience and education. Before the project begins,all project staff shall have a working knowledge of the current CPAM and must possess all the necessary qualifications/certifications for fulfilling the duties of the position they hold. Cross training of the Consultant's project staff is highly recommended to achieve a knowledgeable and versatile project inspection team but shall not be at any additional cost to the Department and should occur as workload permits. Visit the training page on the State Construction office website for training dates. Minimum qualifications for the Consultant personnel are set forth as follow. Exceptions to these minimum qualifications will be considered on an individual basis. However, a Project Administrator working under the supervision and direction of a Senior Project Engineer or an Inspector working under the supervision and direction of a Senior Inspector shall have six months from the date of hire to obtain the necessary qualifications/certifications provided all other requirements for such positions are met and the Consultant submits a training plan detailing when such qualifications/certifications and other training relative to the Department's procedures, Specifications and Design Standards will be obtained. The District Construction Engineer or designee will have the final approval authority on such exceptions. SENIOR PROJECT ENGINEER - A Civil Engineer degree and be registered in the State of Florida as a Professional Engineer(or if registered in another state, the ability to obtain registration in the State of Florida within six months) and six (6) years of engineering experience[(two(2)years of which are in major road or bridge construction)] Page 29 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 or[(five(5)of which are in major bridge construction)-for Complex Bridge Projects],or for non-degreed personnel the aforementioned registration and ten (10) years of engineering experience(two(2)years of which are in major road or bridge construction). Qualifications include the ability to communicate effectively in English(verbally and in writing); direct highly complex and specialized construction engineering administration and inspection program;plans and organizes the work of subordinate and staff members; develops and/or reviews policies, methods, practices, and procedures; and reviews programs for conformance with Department standards.Also must have the following: Qualification: FDOT Advanced MOT Attend the CTQP Quality Control Manager course and pass the examination. Certifications: None Other: Complete the Critical Structures Construction Issues, Self Study Course, and submit the mandatory Certificate Of course Completion form(for structures projects). A Master's Degree in Engineering may be substituted for one (1) year engineering experience. PROJECT ADMINISTRATOR - A Civil Engineering degree plus two (2) years of engineering experience in construction of major road or bridge structures, or for non- degreed personnel eight(8)years of responsible and related engineering experience, two (2) years of which involved construction of major road or bridge structures with the exception of Complex Category 2(CC2)bridge structures. Receives general instructions regarding assignments and is expected to exercise initiative and independent judgment in the solution of work problems. Directs and assigns specific tasks to inspectors and assists in all phases of the construction project. Will be responsible for the progress and final estimates throughout the construction project duration.Must have the following: Qualifications: FDOT Advanced MOT CTQP Final Estimates Level II Certifications: SSPC course: C-3 Supervisor/Competent Person Training for Deleading of Industrial Structures(If applicable) Other: A Master's Degree in Engineering may be substituted for one (1) year of engineering experience CONTRACT SUPPORT SPECIALIST-A High School diploma or equivalent and four (4) years of road & bridge construction engineering inspection (CEI) experience having performed/assisted in project related duties(i.e.,LIMS,progress and final estimates,EEO compliance, processing Construction Contract changes, etc.) or a Civil Engineering. Should exercise independent judgment in planning work details and making technical decisions related to the office aspects of the project. Should be familiar with the Department's Procedures covering the project related duties as stated above and be proficient in the computer programs necessary to perform these duties. Shall become proficient in Multi-Line and Engineering Menu. Page 30 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Oualifications: CTQP Final Estimates Level II SENIOR INSPECTOR/SENIOR ENGINEER INTERN — High School graduate or equivalent plus four(4) years of experience in construction inspection, two (2) years of which shall have been in bridge and/or roadway construction inspection with the exception of Complex Category 2(CC2)bridge structures or a Civil Engineering degree and one(I) year of road & bridge CEI experience with the ability to earn additional required qualifications within one year. (note:Senior Engineer Intern classification requires one(1) year experience as an Engineer Intern) Must have the following: Oualifications: CTQP Concrete Field Inspector Level I CTQP Concrete Transportation Construction Inspector(CTCI)Level II(all bridges) CTQP Asphalt Roadway Level I CTQP Asphalt Roadway Level II CTQP Earthwork Construction Inspection Level I CTQP Earthwork Construction Inspection Level II CTQP Drilled Shaft Inspection IMSA Traffic Signal Technician Level I FDOT Intermediate MOT CTQP Final Estimates Level I Certifications: Nuclear Radiation Safety Other: Complete the Critical Structures Construction Issues, Self Study Course, and submit the mandatory Certification Of course Completion form(for structures projects). Responsible for performing highly complex technical assignments in field surveying and construction layout, making and checking engineering computations, inspecting construction work, and conducting field tests and is responsible for coordinating and managing the lower level inspectors. Work is performed under the general supervision of the Project Administrator. INSPECTOR/ENGINEER INTERN - High school graduate or equivalent plus two (2) years experience in construction inspection,one(1)year of which shall have been in bridge and/or roadway construction inspection,plus the following: Oualifications: CTQP Concrete Field Inspector Level I CTQP Asphalt Roadway Level I(If applicable) CTQP Earthwork Construction Inspection Level I CTQP Pile Driving Inspection(If applicable) CTQP Drilled Shaft Inspection CTQP Final Estimates Level I MSA Traffic Signal Technician Level I FDOT Intermediate MOT Certifications: Nuclear Radiation Safety Page 31 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Florida Stormwater, Erosion, and Sedimentation Control Training and Certification Program for Inspectors and Contractors. Or a Civil Engineering degree with the ability to earn additional required qualifications within one year. (Note: Engineer Intern classification requires E.I.T.certificate.) Responsible for performing assignments in assisting Senior Inspector in the performance of their duties. Receive general supervision from the Senior Inspector who reviews work while in progress. Civil Engineering graduates must obtain certifications within the first year of working as an inspector or Engineer Intern.Exceptions will be permitted on a case- by-case basis so long as qualifications and certifications are appropriate for specific inspection duties. SECRETARY/CLERK TYPIST-High school graduate or equivalent plus two(2)years of secretarial and/or clerical experience. Ability to type at a rate of 35 correct words per minute. Experienced in the use of standard word processing software. Should exercise independent initiative to help relieve the supervisor of clerical detail.Work under general supervision of the Senior Project Engineer and their staff. 2.3 Staffing: Once authorized,the Consultant shall establish and maintain an appropriate staff through the duration of construction and completion of the final estimate. Responsible personnel, thoroughly familiar with all aspects of construction and final measurements of the various pay items,shall be available to resolve disputed final pay quantities until the appropriate Construction Contract has been paid off. Construction engineering and inspection forces will be required of the Consultant at all times while the Contractor is working. Page 32 of 32 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01