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First Amended funded Agreement with State of Florida Department of Trasnportation ao /8-30 5-7 �( Contract Number: AS ' T 3 CSFA/CFDA Number: FIRST AMENDED DEPARTMENT FUNDED AGREEMENT BETWEEN STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION AND THE CITY OF MIAMI BEACH THIS FIRST AMENDED AGREEMENT (hereinafter, the AGREEMENT) is made and entered into this 27 day of Jut , 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 41st 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 rhodifying the procurement process of the CITY under Section 2 from a Design-Build maximum bid contract to an Invitation To Bid, it is in the best interest of the PARTIES to amend the DFA in accordance with this Agreement. C. In consideration of the terms and provisions contained in this Agreement,the PARTIES have agreed to amend the DFA dated September 30,2016,and this Agreement shall therefore replace and supersede the DFA in its 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.Al A/Indian Creek Drive from 25th Street to 41"Street(M.P.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 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,"`Financial Summary,'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 Page 1 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 • 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 withthe 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. 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, Page 2 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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 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 Page 3 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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 funding for the PROJECT is THIRTY THREE MILLION THIRTY SIX THOUSAND EIGHT HUNDRED AND FORTY EIGHT and 00/100 DOLLARS ($33,036,848.00),as set forth in Exhibit"B"hereto. • b. The DEPARTMENT agrees to a maximum participation for actual eligible costs in the PROJECT, including contingencies in the amount of TWENTY SIX MILLION AND 00/100 DOLLARS ($26,000,000.00), 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 SEVEN MILLION THIRTY-SIX THOUSAND EIGHT HUNDRED and FORTY EIGHT AND 00/100 DOLLARS($7,036,848.00.),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 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 Page 4 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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. In the event that the ITB Contract price exceeds the DEPARTMENT's official cost estimate for the entire portion of the PROJECT corresponding to the scope of the 1113 Contract(hereinafter "the official cost estimate from 25th Street to 41St Street"), the parties recognize and acknowledge that the scope and/or cost shall be reduced using the reduced option of the PROJECT corresponding to the scope of the ITB Contract(hereinafter"the official cost estimate from 25th Street to 35thst Street"),included as part of the ITB. Should the bid on the reduced option exceed the official cost estimate from 25th Street to 35th street, either party is authorized to reject the ITB bid(s),and the parties acknowledge that there must be a rebidding of the ITB package until an acceptable bid price for an agreed scope is reached or more funding is obtained. If the ITB contract is awarded for a reduced scope,at a bid price below the official cost estimate,this Agreement • shall be amended to reflect the parties' revised financial participation, and the change in scope, by written amendment in accordance with the provisions of Paragraph 12 of this Agreement. In the event that the ITB Contract price results in a cost lower than the official cost estimate for the portion of the PROJECT corresponding to the scope of the ITB Contract,the parties agree that any such cost savings shall be proportionately allocated between the parties. The parties further agree that this Agreement shall be amended,in accordance with the provisions of Paragraph 12 of this Agreement,to reduce the parties' maximum limiting participation in their proportionate share of the savings (to wit: 78.7% to the DEPARTMENT and 21.3%to the CITY).For purposes of this Agreement,the official cost estimate shall be the ITB Contract cost estimate prepared by the CITY(using the DEPARTMENT format for such estimates), and approved by the Department. 4. INVOICING Page 5 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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 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,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. 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 $26,000,000.00, 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. Page 6 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 e. There shall be no reimbursement for travel expenses under this Agreement. 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(1),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 Page 7 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 prevent the making of contracts for periods exceeding 1 year,but any contract so 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 Page 8 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 components.The DEPARTMENT shall have a period of fourteen(14)business days from the date that the 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 JIB 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 Page 9 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 better condition than that which existed immediately prior to commencement of the construction of the PROJECT. 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 LAW/VENUE 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 Page 10 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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. 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 111th 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. 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. EFFECTIVE DATE AND EXPIRATION OF AGREEMENT(TERM) Page 11 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 The CITY agrees to substantially complete the PROJECT on or before June 30th, 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 June 30th, 2022, unless otherwise amended by the parties in accordance with the provisions of Paragraph 12 hereof 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: 4411.1 BY: .r.' 41411.11111111V-- . -- BY: Ai -- :; , CITY MAYOR DISTRICT ' u'-ARY V :;;�' ii ATTEST: v 2.G. 2 C q ATTEST: (SEAL) CI CLERK _ ) J EXECUTIVE SE RETARY J 1 - ,i All :,jr ‘___filAki-efo -- _ ,_. &idyl ATTORNEY y� 1-DISTRICT 6 CHIEF COUNS L .01-DISTRICT _ l 2 e. SS i4 -. GettEKI Cot"-44-4 INCDRP O ATED, ;/ {/ fes' %,,-vRCH -.; .c ' Page 12 of 88 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 26t1i Street(from station 114+19.70 to station 117+50.00) • Construct incidental roadway drainage including inlets and manholes along SR AlA 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 ii i id 700+42 .,,,; ! k4 Phase i. . I T-49 LF CONN 10 IF Il ' ®: _PIPE rf 24 P1Pf i # - _ _ G a t,..111 '�. 1 iS Phase II t �4 / .,st L . . •w. ,(.s.�y, ` Phase • a _ "d, N?rF ' F '12 I I F OF ZP PIPE CONST 12 LF o < -, 0. N/��4 Pt 4.15 Ai 11111111 co T 28 LI # �Uf CaMST # S...... ONLL CONST.41 LF CF 24'PIPE �i�•t••#� _ CONST. 31 LF } OF 24'PIPFri—z�nr• {81W LINE— ,y. 4 C=EFE4 f ) l�. • NST 79 Lf 18 PIPE '� ` E 13,T ; '.'r S-PIP /, �, I t — r;Cr OF PE 1 .. Phase 2: Drainage Trunkline along Collins from 25'to 26"' and Indian Creek from 26th Street to 3rd Street Collins 25th to 26th Street Work to be performed by DMSI(NJPA contract) Page 13 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 • 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 25t 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 is PhTs$30(P OF 72 SOP Phase III G!1r IlPE BEGIN PROJECT \\, BEGIN RECORS7RUCl ION Gr cancrAucrwn I* STA 94+40.00 -Grs�M tF COW "0 LI. OF 1r rHE CONNECT TO EXISTING of fr snPf PIPE s raga fAOM STA II1.36.91 (n1111]5 iT TO STA.32,40.00IS"); ]a r Of 1r PIP/ .2f 41, ,1 { v..- .'•" a vi rl r tr PM' n+ CSY J 41J:E . f t �...p.[ OrOM IIMf �+ // r r Of it P.P. Et.SI. EMT 3a' — r jl" r E oST M`FO J� I ftfSr. ' �Pf ' I,r lcr Tt %r alPE h/ 1 26th to 27th Street Work to be performed by DMSI(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 88 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 _ t 0 anrnx CO,, ry i. ,* . - 4. e . 1911 _ r 11" - 1 Li: .: — Phasel f I Phase. ., We Phase III ! • w 27th to 32nd 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 88 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 32nd 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 to 1 it ., - � r� 1 Nry•t••F F ...- } te rT .1.. • ,— . - j 4‘ It 4,0t n gt IR lila" A y 4, J111 • �".. ilk _ • 1 +- •„ ( (•r ... 1•■,,, — 111 x INDIAN rift.. — S �. 1 y R .w •..,m #,,.. — ; ,,yam- -•"` �, It- 11 • �a,1, I • �Y!i .0. `-''11..' + ;'* * •� Wit- .Fwe y _ _-, T + • 6171.17 .�a, Phase II _ �, * 4 r 7, aQ Page 16 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 • V*.. .2MOF 4";')T C" SRPtVt /—�0 SrA iXNl59tl,SY SJ • T r . / 11 iPel•ai SOX ,� cm. e •.i O T sSrRw iiu,ai 4\‘>. � \� �OFRIS SAP(P114P Ir�Es O�s f " 5 JS SNAf Ailf •�.p `, f `'��/—tDRUN sTn )al.a)13 ■_ \` ' < \`� UrrMS)TIa SIXtiVaCtKDlIAsf£/.1O izi f;a't�f t . •)f, , / / \ \ • viii riii giAra .r.� ni xv ct•.c . _ ns p t � y` J C w. Phase 3: Construction of remaining 72"Trunk line from 32"d to 415`Street,Construction of side-street drainage system and Roadway Reconstruction(ITB Contract) 25th to 41st Street • Demolish existing temporary concrete wall to accommodate 72"Drainage trunk line from 32"to 41• • Remove existing Curb and guardrail on the west side from 32"d to 41" • Construct a 72"storm drainage trunk-lines)from 32"d to 41" • Construct drainage line and structures at the mid-block from 25th to 41st 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 Pump Station at 32"d Street and Indian Creek Drive Page 17 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 • 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 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 PROJECT Limits: SR A1A/Indian Creek Drive from 25th Street to 41st 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 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 EXHIBIT"Al" PLANS AND TYPICAL SECTION Page 20 of 88 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 gr�p'"ill ~ � � SIGNING ROADWAY PLANS PAVEMENT MARKINGS PLANS DEPARTMENT OF TRANSPORTATION Fors.. SIGNALIZATION PLANS --- ell LIGHTING PLANS �y) 1._ STRUCTURAL PLANS G1Or77RA.CT PLANS tpk �, ELECTRICAL PLANS FINANCIAL PROJECT ID 439228-2-58-0/ {jj,4,, A DETAILED INDEX APPEARS ON THE a� �\ KEY SHEET OF EACH COMPONENT MIAMI—DADS COUNTY (87060) 11 INDEX OF ROADWAY PLANS li 1\rr FdxE STATE ROAD NO. AIA/ INDIAN CREEK DRIVE/ COLLINS AVENUE �,`y SHEET NO SHEET DESCRIPTION FROM 25TH STREET TO 4/ST STREET l�i 1 KEY SHEET FLOOD MITIGATION IMPROVEMENTS «ML£5 -��LWpL>mal£ w 1-6 SUMMARY OF PAY ITEMS ��C' 7-14 TYPICAL SECTIONS r SO-I-50-56 SUMMARY OF QUANTITIES 15-22 SUMMARY OF DRAINAGE STRUCTURESQ., PROJECT LOCATION 23 OPTIONAL MATERIAL TABULATION W O NORTH 24 PROJECT LAYOUT V'v r•1l AMi BEACH AlY aesr 25 CURVE AND COORDINATE DATA ``\1117 If ,F// 26-27 GENERAL NOTES p1 28-37 ROADWAY PLANS SR AlA \V ger ' rr �D NINTH t 1�II \'\1�OS •I •• /.'. 38-44 ROADWAY PLANS SIDE STREETS i a -- y ��\ OGiV-mss Q.,•' F • 45-49 ROADWAY PROFILE SR AlA O \® saw 11 '4l 50-56 ROADWAY PROFILE SIDE STREET moi y a '�' [fi yr Ly�1{I 'i �,,� )L * * 57 TRAFFIC MONITORING SITE �l -® ; -"'`�•� Y ��\ 1 / : _ 58-64 GRADING DETAILS `�' G ©•1 65-90 DRAINAGE PLANS I 0 to O.O' C r" = / �'_91-102 DRAINAGE DETAILS ` OP ILLI`103-104 PUMP STATION NOTES .,s.n x a � Y • i of ...•, . 105-106 EQUIPMENT FOUNDATION PAD DETAILS 107-ISO DRAINAGE STRUCTURES r a I(.,.._H^4//ikc / / I END PROJECT Z, .• ... `\\, saw 1 151-227 SPECIAL DETAILS „- « yl d.. 1 -/, -- / \\ 228-304 CROSS SECTIONS •y:-��\I� I"__ �x;p 1 STA /43+00.00 )r1I11 i t 1711 r x 305-306 STORMWATER POLLUTION PREVENTION PLANS T-53-S 25 Y "7°+w Q)r / NOTE.THE SCALE OF THESE PLANS MAY 307 TEMPORARY TRAFFIC CONTROL NOTES T-54-S T� HAVE CHANGED DUE TO REPRODUCTION. 308-345 TEMPORARY TRAFFIC CONTROL PLANS '' L 5 °'asci,� I�' 346 TEMPORARY TRAFFIC CONTROL GUIDE SIGN u..+ Htu., 347-348 TEMPORARY LIGHTING DETAILS 6 NOTES 1 -'. {{{{xy.; 100% SUBMITTAL R I'- rft 8 x u • M AMI OEACH CTL-1-CTL-4 PROJECT NETWORK CONTROL T,s]I , yyam�,, \t'•I ti i / I MAY 2019 GR-1-GR-9 REPORT OF CORE BORINGS ® 'I �L'� © 'H` r+ [ `MA tl«9 T_Sj_5 BEGIN PROJECT GR-10 ROADWAY SOIL SURVEY ■ L OJEC� «, �*. ,1� �� 1 T-54—S STA 94+40.00 UTV-I-UTV-77 UTILITY ADJUSTMENTS \ 1I� III as ti..LN a j ROADWAY PLANS Q—•_�t-_ 7 '*a - `w x i ENGINEER OF RECORD: 11 .--:: 175,, r 1, CARLOS RIBBECK,PEPE. . pp, - - f i RI8 NOEC 50543 RIBBECK ENGINEERING.INC. 1433co�� `\ II SUITE 205SW 120TH STREET .,®a�.�, r,y,1 MIAMI,FLL 33186 TO "'V 305-383-5909 DEVELOPMENTAL DESIGN STANDARDS(DDS): MIAMI p Q CONTRACT NO.C9199 II VENDOR No.F-26-0460404 FSPR CERTIFICATE OF AUTH.W 27592 REVISIONS' FDOT PROJECT MANAGER: KEY SHEET REVISIONS FABIANA GONZALEZ,P.E. GOVERNING DESIGN STANDARDS: DATE DESCRIPTION Florida Department Of Transportation.2017-18 Design Standards(DSeI) CITY OF MIAMI BEACH and applicable Design Standards Revisions(DSRS)at the following website. PROJECT MANAGER: htt p://www./dot.gov/design/standardplarts/OSSMm GIANCARLO PENA,PF. APPLICABLE OSRs: CONSTRUCTION FISCAL SHEET GOVERNING STANDARDS SPECIFICATIONS: CONTRACT NO. YEAR NO Florida Department of Transportation,January 2017 Standard SpecIYICaIIOns for Road and Bridge Construction 2 the following website: nttp.//www.fdot.gw/prop,ammenagement/lmplementOd/SpecBouks/defaultshtm N/A 18 1 s'20.420.9 ,£:445 Pa 2:W90JECYS•FWE Yb•A6vapAN CREEK-aim.et4C929DIEfr LYSEN Cox,.001,50' SUMMARY OF PAY ITEMS PAY ITEM ITEM DESCRIPTION UNIT QTY 101.1 MOBILIZATION LS 102-1 _MAINTENANCE OF TRAFFIC 1594 DA) LS 1 102-14 TRAFFIC CONTROL OFFICER MH 11,880 102.60 WORK ZONE SIGNS ED 106,100 102.71.15 TEMPORARY BARRIER,F6,1,ANCHORED LF 192 102-71-76 TEMPORARY BARRIER,F61,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 I,II.DI,VP&DRUM ED 101,335 102-74-2 CHANNELIZING DEVICE-TYPE III-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 7 102-99 PORTABLE CHANGEABLE MESSAGE SIGN-TEMPORARY ED 1.570 102-104 TEMPORARY SIGNALIZATION AND MAINTENANCE OF INTERSECTION ED 2.376 102-707-1 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 LF 1,885 102-911-3 REMOVABLE TAPE PAVEMENT MARKINGS-WHITE OR BLACK.OTHER SF 731 102-972-2 REMOVABLE TAPE PAVEMENT MARKINGS-YELLOW,SOLID LF 10.947 104-10-3 SEDIMENT BARRIER IF 3.328 704-17 FLOATING TURBIDITY BARRIER LF 121 104-18 INLET PROTECTION SYSTEM EA 77 107-1 LITTER REMOVAL AC 53.20 107-2 MOWING AC 13.20 108-1 MONITOR EXISTING STRUCTURES-INSPECTION AND SETTLEMENT MONITORING LS I 108-2 MONITOR EXISTING STRUCTURES-VIBRATION MONITORING LS ! 108-3 MONITOR EXISTING STRUCTURES-GROUNDWATER MONITORING LS I 110-1-I CLEARING AND GRUBBING AC 4.62 110-4-10 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 '`1111111I)/ 162.1-11 PREPARED SOIL LAYER SY 3,014 % // 285-701 OPTIONAL BASE GROUP 01(6-12.5 ONLY) SY 2872 ,s' 03 Rtaak,�i,' 285-711 OPTIONAL BASE GROUP 11(B-]2.5 ONLY) SY 15,839 �.• 1 327-70-1 MILLING EXISTING ASPHALT PAVEMENT(1•AVG.DEPTH) SY 4,561 Vir. 327.70.4 MILLING EXISTING ASPHALT PAVEMENT(3"AVG.DEPTH) SY 14,789 =*: ` � 334-1-13 SUPERPAVE ASPHALTIC CONC,TRAFFIC C TN 3,017,7 l/ 337-7-83 ASPH CONC PC, TRAf C,FC-12.5,PG 76-22 TN 2,383.4 — • i ' :Q'= 339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 5.8 7-'0; �al 400-0-11 CONCRETE CLASS NS,GRAVITY WALL(FOR GRAVITY WALL 2'HEIGHT AVG.) CY 82.3 =,'P 1 • 400-0-13 CONCRETE CLASS NS,STEPS CY 23.3 '�4 L.-QP.„.. 2, 400-4-8 CONC CLASS IV,BULKHEAD CY 7.0 ''i.% 'L-'A#5S�5•� 415-1-6 REINFORCING STEEL-MISCELLANEOUS LB 1.156 //__//I/1117711``` 415-1-8 REINFORCING STEEL-BULKHEAD LB 720 425-1371 INLETS,CURB,TYPE P-I,<10' EA 6 425-1321 INLETS,CURB,TYPE P-2,<10' EA 7 425-1351 INLETS.CURB.TYPE P-5.c10' 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 3 425-1521 INLETS,DITCH BOTTOM,TYPE C.<10' EA 4 — 425-7529 INLETS,DITCH BOTTOM TYPE C MODIFIED<10'(DRIVEWAY INLET SINGLE AND DOUBLE GRATE) EA 8 REVISIONS RIRBECK ENGINEERING,INC. STATE OF FLORIDA SHEET PATE DESCRIPTION PATE OFSCRlFT1dN 14335 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION MIAMI,FLORIDA 13143 TEL(105)383-5909 ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF PAY ITEMS FORE C.A.NO.27592 -------- SR AIA MIAMI-DADE 439228-2-58-07 2 CARLOS F.11183ECR 6.6,LICENSE N0.50543 ,,,,,, 3130/2019 11:39:18. R:3Rose,333 0539001 DON SUMMARY OF PAY ITEMS PAY ITEM ITEM DESCRIPTION UNIT OTY ••425-2-41 MANHOLES,P-7, <10' EA 9 ••425-2-42 MANHOLES.P-7,>10' EA 1 425-2-71 MANHOLES,J-7.>10' EA 6 425-2-72 MANHOLES.J-7,>10' EA 30 425-2-73 MANHOLES.J4 PARTIAL(MH RISER),<10'(INLINE 72'PIPE RISER) EA 17 425-S MANHOLES,ADJUST EA 47 425-5-1 MANHOLES,ADJUST,UTILITY EA 55 425-6 VALVE BOX,ADJUST EA 250 425-70 YARD DRAIN EA 62 430-175-112 PIPE CULV,OPT MATL,ROUND,12"S/CD LF 2.131 ••430-175.115 PIPE CULV,OPT MATL,ROUND,15"S/CD LF 32 ••430-175-118 PIPE CULV,OPT MATL,ROUND,18'5/CD LF 993 ••430-175-124 PIPE CULV,OPT MATL,ROUND,24'S/CD LF 1,317 430-175-130 PIPE CULV.OPT MATL.ROUND,30'S/CD IF 164 430-175-136 PIPE CULV, OPT MATL,ROUND,36'S/CD LF 74 430-175-172 PIPE CULV, OPT MATL,ROUND,72'5/C0 LF 2,080 ••431-1-1 PIPE LINER,OPTIONAL MATERIAL,0-24' LF 68 ••431-1-2 PIPE LINER,OPTIONAL MATERIAL,25'-36" LF 67 436-1-1 TRENCH DRAIN,STANDARD LF 763 444-754 DEEP WELL-PLUGGING OF EXISTING WELLS EA 3 048-73 PUMP STATION(DRAINAGE USE ONLY) LS 1 , 455-34-2 PRESTRESSED CONCRETE PILING,14"50. LF 280 515-1-2 PIPE HANDRAIL-GUIDERAIL,ALUMINUM LF 971 520-1-10 CURB AND GUTTER TYPE'F' LF 6,405 520-2-4 CURB AND GUTTER TYPE'D' IF 503 520-3 CONCRETE VALLEY GUTTER LF 332 521.72-4 SHLDR 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 SY 48 527-2 DETECTABLE WARNING SURFACE SF 591 530-3-3 RIPRAP-RUBBLE,BANK AND SHORE TN 30.5 536-1-0 GUARDRAIL-ROADWAY,GENERAL TL-2 LF 277 \\1111111117/j/536-7-2 GUARDRAIL-SPECIAL POST(SPECIAL STEEL POST PER CONC.STRUCT MOUNT) EA 133681 \\\�QS J IIs.///X 536-73 GUARDRAIL REMOVAL F ' 536-85-24 GUARDRAIL END TREATMENT-PARALLEL APPROACH TERMINAL EA 2 �,�i 536-85-25 GUARDRAIL END TREATMENT-TRAILING ANCHORAGE TYPE II EA 2 y+.r P 4r/ �*' 536-85-26 GUARDRAIL END TREATMENT-TYPE CRT EA 1 _ , ' 544-754 CRASH CUSHION EA 1 - _ 550-60237 FENCE GATE,TYPE B.SLIDING/CANTILEVER,GREATER THAN 30'OPENNING EA 2 -T • /- F 570-1-2 PERFORMANCE TURF,SOD SY 3,014 -;;...130••, T' '•�(/�� 580-2-20 LANDSCAPE-RESET EXISTING TREE IN PLACE WITH STAKING AND GUYING EA 5 T' .,AL.-- , 630-2-12 CONDUIT LF 105 i\' .'•• . C� 635-2-11 PULL 6 SPLICE BOX,F&I,13"X 24'COVER SIZE EA 1 //J +�/ tops \0‘.. 635-2-12 PULL&SPLICE BOX,F&I.24"X 36`COVER SIZE EA 6 /11111110° 695-1-1 TMS VEHICLE AXLE SENSOR,NON-WEIGHT,F64 EA 2 695-6-12 TMS INDUCTIVE LOOP ASSEMBLY EA 1 695-7-732 TMS CABINET,FURNISH&INSTALL,TYPE 3,PEDESTAL MOUNT EA 1 71041-160 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 RIBBECN ENGINEERING,INC. STATE OF FLORIDA SHEET DATE DESCRIPTION PATE DESCRIPTION --- 14335 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION NO. MIAMI, 33155 TEL.(305)FLORIDAIDA363-5909 ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF PAY ITEMS - - FBPE C.A.NO.27502 3 ------ SR AIA MIAMI-DADE 439228-2-58-01 GRLOS F.RIBBECN P.E.LICENSE X0.5054] nnaniai 5,0,019 11,9 19 AN XAlloaJaa/s.CESSA001 DOI SUMMARY OF PAY ITEMS FOR SIDE STREETS DRAINAGE PAY ITEM ITEM DESCRIPTION UNIT QTY 425-2-41 MANHOLES,P-7,40' EA 3 415-2-42 MANHOLES.P-7,>I0' __ EA 1 430-175-115 PIPE CULV, OPT MATL,ROUND,15"S/CO LF 4 430-175-718 PIPE CULV,OPT MATL,ROUND.18'S/CD LF 49 430-175-124 PIPE CULV,OPT MATL,ROUND,24'S/CD LF 1,824 431.1-1 PIPE LINER,OPTIONAL MATERIAL.0-24" LF 1,158 431-1-2 PIPE LINER,OPTIONAL MATERIAL,25'-36' LF 249 SUMMARY OF PAY ITEMS - SIGNING AND PAVEMENT MARKINGS PAY ITEM ITEM DESCRIPTION UNIT OTY 700-7-11 SINGLE POST SIGN,FE!GROUND MOUNT,UP TO 12 SF AS 72 700-1-12 SINGLE POST SIGN,FE!GROUND MOUNT.12 SF TO 20 SF AS 13 700-1-21 SINGLE POST SIGN,FE!BARRIER MOUNT INDEX 11871 UP TO 12 SF AS 21 700-1-S0 SINGLE POST SIGN,RELOCATE AS 47 700-1-60 SINGLE POST SIGN,REMOVE AS 125 700-3-101 SIGN PANEL,FURNISH&INSTALL GROUND MOUNT,UP TO 12 SF EA 1 700-3501 SIGN PANEL,RELOCATE,UP TO 12 SF EA 3 700-3607 SIGN PANEL,REMOVE,UP TO 12 SF EA 7 706-3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 516 710-90 PAINTED PAVEMENT MARKINGS,FINAL SURFACE LS 1 • PAINTED PAVT.MARKINGS,WHITE, SOLID,6' GM 2371 • PAINTED PAVT.MARKINGS,WHITE,SOLID,B" GM 0324 • PAINTED PAVT.MARKINGS,WHITE,SOLID.18" LF 694 • PAINTED PAVT.MARKINGS,WHITE,SOLID, 14' LF 1461 • __ PAINTED PAVT.MARKINGS,WHITE,MESSAGE OR SYMBOL EA 26 • PAINTED PAVT-MARKINGS.WHITE.ARROW EA 27 • PAINTED PAVT.MARKINGS,WHITE,SKIP,6'110/301 GM 0.758 • PAINTED PAVT.MARKINGS,WHITE,SKIP,6'(2/4)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 0380 • PAINTED PAVT.MARKINGS,YELLOW,SOLID,18' LF 897 0011111111i,, / / • PAINTED PAVT.MARKINGS,YELLOW,ISLAND NOSE SF 1094 •‘5\ 408 .i /// 711.11.124 THERMOPLASTIC,STD.,WHITE,SOLID,ir LF 694 *. CI 711-11.125 THERMOPLASTIC,STD-,WHITE,SOLID,24•FOR STOP LINE LF 295 •'., 711.11.141 THERMOPLASTIC,STD-,WHITE,SKIP,6'(2/41 DOTTED GUIDELINE/640 DOTTED EXTENSION GM 0.129 •"�/ , 711-11-160 THERMOPLASTIC,STANDARD,WHITE, MESSAGE OR SYMBOL EA 26 - • � •- 711.71.170 THERMOPLASTIC,STANDARD,WHITE,ARROW EA 27 - *-,'}� J 711-11-224 THERMOPLASTIC,STD.,YELLOW,SOLID,18" LF 897 _ T'. STI t;•4,-_,z- ,h2•,• Q 711-14-123 THERMOPLASTIC,PREfORMED,WHITE. SOLID.12'FOR CROSSWALK LF 1,502 � ,�( OF 711-14-125 THERMOPLASTIC,PREFORMED,WHITE,SOLID.24'FOR CROSSWALK LF 1.166 '� \2 �- RA,• •"•�`��� 711.14-160 THERMOPLASTIC,PREFORMED.WHITE,MESSAGE EA 16 '//7;OH•L Ems'\\‘' 711-16-101 THERMOPLASTIC,OTHER SURFACES,WHITE,SOLID,6' GM 2.371 /1111171111\ 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 0.777 711-16-202 THERMOPLASTIC,OTHER SURFACES,YELLOW,SOLID,8" GM 0380 '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 SPECIFICATION 710 FOR THE NUMBER OF APPLICATIONS REQUIRED. REVISIONS BOBBCK ENGINEERING,INC. STATE OF FLORIDA SHEET GATE DESCRIPTION DATE DESCRIPTION — ----- 14253 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION NO. IMAM,FLORIDA5)313-3909 33184 , TEL.(305) ROAD NO. COUNTY FINANCIAL PROJECT 10 SUMMARY OF PAY ITEMS TEL !SPE C.A.NO.27592 SA MA MIAMTDADE 439228.2-58-01 GRLOS F.RIDSECR P.E.LICENSE N0.50343 nm",,Itl 5/20/2019 II 59 AA l:SAatl"aysCESSRDOI.OR* SUMMARY OF PAY ITEMS - LIGHTING PAY ITEM ITEM DESCRIPTION UNIT OTY 630-2-12 CONDUIT,FURNISH&INSTALL.DIRECTIONAL BORE LF 6,800 635-2-11 PULL &SPLICE BOX,F&I.DIRECTIONAL,13"X 24"COVER SIZE EA 73 641-2-12 PRESTRESSED CONCRETE POLE,F&I, TYPE P-ll SERVICE POLE EA 1 715-1-12 LIGHTING CONDUCTORS,F61, INSULATED,NO.B-6 LF 28,398 715-1-13 LIGHTING CONDUCTORS,F&I,INSULATED,NO 4 TO NO 2 LF 348 715-4-60 LIGHT POLE COMPLETE, RELOCATE EA 11 715-4-70 LIGHT POLE COMPLETE,REMOVE POLE AND FOUNDATION EA 15 775-7-11 LOAD CENTER.FEL,SECONDARY VOLTAGE EA 2 715-7-21 LOAD CENTER,REWORK,SECONDARY VOLTAGE EA I 715-7-41 LOAD CENTER,REMOVE, SECONDARY VOLTAGE EA 1 715-500-1 POLE CABLE DISTRIBUTION SYSTEM,CONVENTIONAL EA 47 715-511-730 LIGHT POLE COMPLETE-SPECIAL.DESIGN,F&I,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 _ 632.74 SIGNAL CABLE-NEW OR RECONSTRUCTED INTERSECTION,F& I PI 3 632.7-6 SIGNAL CABLE-REMOVE-INTERSECTION PI 3 635.2-11 PULL&SPLICE BOX,FURNISH&INSTALL,73"X 24"COVER SIZE EA 92 639.1.122 ELECTRIC POWER SERVICE,FSI,UNDERGROUND,METER PURCHASED BY CONTRACTOR AS 4 639-2.7 ELECTRIC SERVICE WIRE,FE! LF 905 639-3-60 ELECTRIC SERVICE DISCONNECT, REMOVE EA 3 641-2.12 PRESTRESSED CONCRETE POLE,F61, TYPE P-(l SERVICE POLE EA 4 646.1-11 ALUMINUM SIGNAL POLES,PEDESTAL EA 18 _____ 646-1.60 ALUMINUM SIGNALS POLE,REMOVAL EA 9 649.21.4 STEEL MAST ARM ASSEMBLY,F&I,DOUBLE ARM 40'-30' EA 1 649-21.6 STEEL MAST ARM ASSEMBLY,F&I,SIGNLE ARM SO' EA 1 649.21.7 STEEL MAST ARM ASSEMBLY,F61, DOUBLE ARM 50'-30' EA 7 649-21-10 STEEL MAST ARM ASSEMBLY,F&I,SINGLE ARM 60' EA 3 /1111111 lI1/ 649.26.3 STEEL MAST ARM ASSEMBLY,REMOVE, SHALLOW FOUNDATION-BOLT ON ATTACHMENT EA 5 �\0\0111111/1/1 ��.;`-(3 f 1/// 650-1-14 TRAFFIC SIGNAL,F&I.ALUMINUM.3 SECT.,1 WAY AS 18 ,.' // 653-1-17 PEDESTRIAN SIGNAL,F&L LED COUNTDOWN,1-WAY AS 16 ' .'�```) ". .5 653-1-12 PEDESTRIAN SIGNAL,FURNISH&INSTALL LED COUNTDOWN,2 WAY AS 2 �.O 6534-60 PEDESTRIAN SIGNAL,REMOVE PED SIGNAL-POLE/PEDESTAL TO REMAIN AS 1 660-I 11 VEHICLE DETECTION SYSTEM-VIDEO,PSI CABINET EQUIPMENT EA 3 _, ;• , _ 660-4-12 VEHICLE DETECTION SYSTEM•VIDEO,F61 ABOVE GROUND EA 8 0654-17 PEDESTRIAN DETECTOR,F&1 EA 20 -•11 C.r 665-1-60 PEDESTRIAN DETECTOR,REMOVE-POLE/PEDESTAL TO REMAIN EA 1 ---;- y‘c �••^^/�(( O .•��\ 670-5-140 TRAFFIC CONTROLLER ASSEMBLY,F&I,MODEL 2070 AS 3 ''''',1).? /Ly�j'L-994 d4'„••••`!`\� 670-5-400 TRAFFIC CONTROLLER ASSEMBLY,MODIFY AS 1 670-5-600 TRAFFIC CONTROLLER ASSEMBLY,REMOVE CONTROLLER WITH CABINET AS 3 ///7/CCU'/111111114,” llNALI III'���� 700-3-201 SIGN PANEL. F61,OVERHEAD MOUNT,UP_113—12 SF EA 8 700-3-205 SIGN PANEL, FURNISH 6 INSTALL OVERHEAD MOUNT.51-100 SF EA 1 700.3-607 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,F&I,OVERHEAD MOUNT, UP TO 12 SF EA 8 700-12-32 SIGN BEACON,F&I OVERHEAD MOUNT,TWO BEACONS AS 3 REVISIONS MUCK ENGINEERING,INC. STATE OF FLORIDA SHEET SATE pE5 RIPT10N GAIL DESCR/PTJON -— 14335 SW 120 STREET,SUITE 206 DEPARTMENT OF TRAN.S'PORTATfON NO, MIAMI, 33165 TEL.(305)FLORIDAIDA 0 - ROAD NO. COUNTY FINANCIAL PROJECT 10 SUMMARY OF PAY ITEMS - PIPE C.A.NO.27602 5 CARLOS F.RINECN P.B.LICENSE N0.50'747 SR AIA MIAMI-DADS 439228.2-58.01 m,„,,,,, 1/20/2015 11'39')9 AM I N.,i r•,\CE 3 SADO f 06 PAY ITEM NOTES. 102-1 INCLUDES THE COST TO FURNISH,INSTALL AND MAINTAIN TEMPORARY LIGHTING. 400-0-11 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMMENCING. 425-1-ABC UTILITY LOCATIONS AND CONFLICTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 110-1-1 INCLUDES THE COST FOR TREE PROTECTION. 425-2-ABC ANY COST RELATED TO THE MODIFICATION OF DRAINAGE STRUCTURES AND/OR PIPES 430-ABC-DEF FROM WHAT IS SHOWN ON THE PLANS DUE TO THE UTILITY CONFLICTS WILL BE INCLUDED 327-70.1 INCLUDES COST TO MILL r 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 SR AIA/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. 425-7-ABC INCLUDES THE COST TO MILL,RESURFACE AND STRIPE THE ENTIRE IMPACTED LANE ALONG 425-10 INCLUDES THE COST OF A 2'MINIMUM SUMP ANO 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-DEF 430-175 INCLUDES THE COST OF ALL FITTINGS,HARDWARE ANO MATERIAL TO COMPLETE THE SYSTEM(S). 44B-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 INCWDED 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 OF 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. 00\11111111,,,, FzL Rip eeF,, 2.7 0. STAT .p /A/1jJNI ;EN 00 REVISIONS N/RECK ENGINEERING,INC. STATE OF FLORIDA SHEET DATE , DESCRIPTION GAIT DESCRIPTION ----_---- - 74728 SW 120 STREET,SUITE 203 DEPARTMENT OF TRANSPORTATION NO. MIAMI, )01BS TEL(FLORIDAFLO 03-3909 ROAD NO COUNTY .FINANCIAL PROJECT IO SUMMARY OF PAY ITEMS FIFE C.A.NO.27592 6 --- ----- SR AIA MIAMI-DADE 439228-2-58.01 CARLOS F.RISSECK P.R.IICERSE NO.30543 m.caall� S/20/1019 II 1910 N, X\Readway KES311001..11 • I TRAFFIC DATA ,� of CONSTRUCTION SR ala LINE NE i--•1 OF SURVEY 5R AIA CURRENT YEAR 2015 AADT= 16,000 ,1'./ ESTIMATED OPENING YEAR = 2019 AADT- 16.900 VARIES _ R/W VARIES(1934 TO 23.24) R/W VARIES(30.67 TO 123.49) ESTIMATED DESIGN YEAR = AADT DT= 25.300 K=9.00%D=99.99% T=4,60%(24 HOUR) I1 TO 30 BORDER VARIES.. DESIGN SPEED=40 MPH BORDER - 8.0 70 19.67' POSTED SPEED=35 MPH 233 I + 5.67 VARIES VARIES I 6' _ I1' - 11' - OTO IY 6'TO 17.33 SNOULOER/= LANE LANE TURN LANE SIDEWALK SUFFERED BUILT UNDER INTERIM PROJECT BICYCLE FOR INFORMATIONAL USE ONLY SEAWALL(BUILT BY OTHERS) GROUND-1 LANE I r L ELEV S.Y ` 1 R/W LINE 11 rJ 4 �J-�I 1 INDIAN ILII' 1 V PGP ARIES CREEK !I I /0-05 TO-0-0S/--- VARIEs I I 0_OS TO_DO51 (-0.�ATpES 0.01 11 I I I 1111 III f I I L-- _ -- ------ U_051 --S--moi. _ ��\/7/,.JJJi 11HR_�,1L2_.11 1 1 I I. I,L1J-L-r7---_77-7-7--------�11--- `\�,\\ 'iT\ • i_yj_ 1 1 "I-'LL-IJ 1-LL `EXISTING GROUND '�-.• ;� I I CONCRETE SIDEWALK = II 1 SHOULDER BARRIER WALL(RETAINING) CURB AND GUTTER(TYPE F) - _-O I I (INDEX 1 STABILIZATION LBR 10 '77:6•', �Yl 1 I -41‘,c,:•. STAT I 1 II S•6.CI •'4�: SR AlA/ INDIAN CREEK DRIVE ,�i S -418 g a��• �I TI STA 100+41.04 TO STA 103+33.07 /7/PNALI ENG:\\‘‘\` L Y OF CONSTRUCTION SR AIA f OF SURVEY SR A1A LINE VARIES 1131'TO 1731' R/W LINE R/W VARIES(23.24 TO 30.82) _ R/W VARIES(5/.78'TO 113.43/ .. LIMITS OF MILLING BUILT UNDER INTERIM PROJECT ` 10.10 BORDER VARIES I` - FOR INFORMATIONAL USE ONLY \\1 * FRICTION COURSE ONLY �J - BORDER VARIES 70.27'TO 76.93 71.5 TO 14.0 VARIES VARIES , VARIES VARIES VARIES 6•TO 7.5 OTO 7.5. 71' _ 17' I 11' _ _ 11'TO 1 P OTO 17' •-4 10 TO 19 VARIES SIDEWALK + LANE LANE LANE LANE LANE SIDEWALK , I 0 TO Y SEAWALL(BUILT I VARIES I O T01ES 9S I 1.00 BY OTHERS) �\ GROUND 0 TO 9 (((��- r FC \ -FLEE \.uI r PARK I ,L'T� PARKING 1 il__ [1111 ``gyp' 'eit V51.-.11- P���, L---- �YPGP I CROWN _ 1 ---- INDIAN Il111' '! � 0_02= 0.05-_ 0.02 0.02 0.02 0.03-O.OS .01 ---- __=.71 I I L _ 1 EXIST.SP�-- SP MNW_-12.j)_Q,-I 1 J 1:2 MILL 3'DEPTH 111 III I CURB AND GUTTER F(TYPE F)I - IS CURB AND GUTTER(TYPE F) OVERLAP DETAIL � L SEE OVERLAP DETAIL I 1 (INDEX 410jARRIfRWALL(RETAINING) LANE RECONSTRUCTION (I II TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(8'AVC.) TRAFFIC DATA 1 I FRICTION COURSE FC-12.5(1.5')(TRAFFIC LEVEL C)(PG 76-22) 1I l/ CURRENT YEAR = 2016 AADT= 26,000 t,� *FRICTION COURSE FC-12.5(2") MILLING ESTIMATED OPENING YEAR - 2019 DT= 26,500 'r (TRAFFIC LEVEL C)(PG 76-22) AA ESTIMATED DESIGN YEAR - 2039 DT= 29,000 11 1♦ MILL I'AVG.THICKNESSAA K=9.00%D-54.5% T=20.2%(24 HOUR) U -� RESURFACING DESIGN SPEED=30 MPH POSTED SPEED=30 MPH SR A1A/COLLINS AVE *4. TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(8'AVG.) STA 94+40.00 TO STA 100+41.04 FRCTION COURSE FC-12.5(2')1TRAFFIC LEVEL C)(PG 76-221 REVISIONS ROSECI(ENGINEERING,INC. STAIR OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION SHEET 14786 SW 120 STREET,SUITE 205 DRPARTMRNT OP TRANSPORTATION NO. MAIM.(05 IDA 311341 09 ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS TEL(506)8BY6965 RIPE C.A.NO.27502 7 .E.LMEISiE NO. SR AM MIAMI-DADE 439218-2-58-01 CARLOS F.RISSECN,P ...ad 9/20f2019 11.39:20 AM IAlbat fl TYPSR001.9p, PARKING LANE RECONSTRUCTION (ALTERNATE A) r I R/W LINE V Q OF CONSTRUCTION SR S TYPE BSTABIL/ZATION((LBH 401!12"1 A R/w LINE �` �Q OF SURVEYY SA AlA �- OPTIONAL BASE GROUP I(4")(8-12.5 ONLY) FRICTION COURSE FC-I2.5(1.5")(TRAFFIC LEVEL C)(PG 76-22) VARIES _ A/W VARIES(19.33'TO 24.47) R/W VARIES(25.10'TO 30.67') 5'TO 36' BORDER VARIES BORDER VARIES PARKING LANE RECONSTRUCTION (ALTERNATE B) 1 82 TO 10.1P 17.89'TO 27 VARIES TYPE B STABILIZATION(LBR 401(12••) o.o•io5.6r VARIES Soo OPTIONAL BASE GROUP 114"1 0 IT 0 TO S6.5 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(L5") 6' �7 !I FRICTION COURSE FC-12.5 11.57(TRAFFIC LEVEL C)(PG 76-22) SEAWALL(BUILT GROUND SHOOLOER/ LANE LANE VARIE • -SIDES BUILT UNDER INTERIM PROJECT BY OTHERS) ELEV 52' I SUFFERED 0 TO B WALK FOR INFORMATIONAL USE ONLY (1 SI[rCLF \ --L I11 LANE 1 ::Ti RECONSTRUCTION (ALTERNATE Al I 002 • O.O2PG TYPE 8 STABILIZATION(LBR 401(12.) INDIAN IIIlist} I 0.02 112 OPTIONAL BASE GROUP 11(7")18-12-5 ONLY) CREEK 11 I J - TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(27 1 I K/JT%LJ_L1J� .,i t"� FRICTION COURSE FC-I2.5(2")(TRAFFIC LEVEL C)(PG 76-22) M)Lw=9Z1�11 I. r-I EXISTING !I)y I i CONCRETE SIDEWALK RECONSTRUCTION (ALTERNATE B) _-�f� CURB AND GUTTER(TYPE F) TYPE B STABILIZATION!LBR 401(/2") I 1 STABILIZATION LBR 40 OPTIONAL BASE GROUP 11827 II SHOULDER BARRIER TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(r) 1 WALL(RETANING) FRICTION COURSE FC-12.5 l2")(TRAFFIC LEVEL C)(PG 76-22) I/ ,1,1,I V SR AIA / INDIAN CREEK DRIVE p DESIGN SPEED = 40 MPH 11 iv STA 107+60.44 TO STA 110+02.19 DRIVEWAYS AND HARMONIZATION LI L TYPE B STABILIZATION(LBR 401(12"1 • OPTIONAL BASE GROUP 1(4"118-12.5 ONLY) Ty- TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(1.5") / Q OF CONSTRUCTION SR AlA ROW LINE .,....,-,g Q OF SURVEY SR AM ROW LINE TEMPORARY PAVEMENT VARIES R/W VARIES(19.34'TO 20.94') 30.67'1 14 TO I0' OPTIONAL BASE GROUP N(7'90-12.5 ONLY) BORDER VARIES TYPE SP STRUCTURAL COURSE !TRAFFIC LEVEL C1(1.5") BORDER _.VARIES 11.75'TO 19.67' 2,32092 TO 5.67' VARIES VARIES 6' IP II' 0'TO 0_ 6'TO II' SEAWALL(BUILT '� 1111111111/ BY OTHERS) GROUND SZ I BUFFERLO LANE LANE 'PARKING SIDEWALK ••\\\1 �) R is //// °4.xEE yyl' _0 706'BUILT UNDFR INTERIM PROIECi 1_ 111.1iI PGP y `( E FOR INFORMATIONAL USE ONLY }.� I p_p2 0.01INDIAN 111 I`� 0.02 0.02 0.02 ---T-�1 - _ _ CREEK /�; ILZ`"1==== - - • 3 11 I V! / / / / / / / / / / / / / i 1 LI EXISTING /; MH�V_s.J]S_� I_, KIJ_L1J_L1✓_L_L 1J_L 1 Lr GROUND I/� `-I DROP CURB --.7-7' /C�,` ,;TAT OF ••/�: __ CONCRETE SIDEWALK �ZY .LL(l� •�`V\ � -Y !pt''•'.cj II I (INDEX SHOULDER BARRIER WALL(RETAINING) STABILIB(TYPE ZATION LBIA 40 //'i�UNALIE.0\\\\ II I l TRAFFIC DATA li V CURRENT YEAR = 2015 AADT= 16.000 T SR AlA / INDIAN CREEK DRIVE ESTIMATED OPENING YEAR = 2079 AADT= 16,900 1.1 Tyr DESIGN SPEED = 40 MPH ESTIMATED DESIGN YEAR - 2039 AADT= 25,300 L LI STA 103+33.07 TO STA 107+60.44 K-9.00%0-99.99% T-4.60%(24 HOUR) DESIGN SPEED=40 MPH POSTED SPEED=35 MPH P BUILT UNDER INTERIM PROJECT.FOR INFORMATIONAL USE ONLY • STA 94440 TO STA 119480.77 REVISIONS RIBBECK ENGINEERING,INC. STATE OF FLORIDA DATE OTSCAIPTION DATE DESCRIPTION - - SHEET 14335 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION NO. M TEL.(305)FLORIDA33186SECTIONS ROAD NO. COUNTY FINANCIAL PROJECT 10 FBPE C.A.NO.27592 CARLOS F.RIBBECK,P.E.LICENSE NO.50543 SA AIA MIAMI-DADE 439228-2-51201 8 m•,...1� 5/20/IOI9 11 19.20 00 x.\R994"iy,IPS101I Or R/w LINE9 OF CONSTRUCTION SR AIA F/W LINE PARKING LANE RECONSTRUCTION (ALTERNATE Al !- ve.......---Q OF SURVEY SR ALA TYPE B STABILIZATION(LL3R 40102') VARIES P/W VARIES(19.33'TO 14.47` q/W VARIES(15.10 TO 30.6)') OPTIONAL BASE GROUP 1!4")(B-12.5 ONLY) .-.. �„ FRICTION COURSE FC-12.5 11.5°)(TRAFFIC LEVEL CI(PG 76-22) 5'TO 36' BORDER VARIES BORDER VARIES - -- 1.89'TO 10.11' -. 71.88 TO 2Z PARK/NG LANE RECONSTRUCTION (ALTERNATE B) VARIES TYPE B STABILIZATION(LBR 40)112") 0.0 TO$.6T VARIES ,SODS OPTIONAL BASE GROUP I(4') 6 11' - 11' P TO 6.5 6• 7 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Cl(1.57 SEAWALL(BUILT BY OTHERS) GROUND 6Ng1I DER/ LANE LANESIDE FRICTION COURSE FC-I2.5(1.57(TRAFFIC LEVEL CUPG 76-22) - ELEV 5.1� I BUFFERED VARIES WALK I n BICYCLE , a I 1 'TAW PARKING i Imo`I ` YGP RECONSTRUCT/ON (ALTERNATE Al INDIAN III 001 o.az u> DDS 0 TYPE B STABILIZATION (LBR 40)(12") CREEK I ll) I,,,,,,,,,,,,,�„��� OPTIONAL STRU SURA GROUP 11 RS ONLY)EL t TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(2") MHW m12.11:4_� 1 r --I FRICTION COURSE FC-12.5(2")(TRAFFIC LEVEL C)(PG 76-22) EXISTING I i 1 L-` `'I�•\, GROUND r 1 L f� SHOULDER BARRIER WALL(RETAINING) RECONSTRUCTION (ALTERNATE B) _ -r/ ((NOES 4101' CONCRETE SIDEWALK I/ CURB AND GUTTER(TYPE F) TYPE B STABILIZATION (LBR 40)(12') I OPTIONAL BASE GROUP II(I2') I I STABILIZATION LBB 40 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Cl(3') r, SR AIA / INDIAN CREEK DRIVE FRICTION COURSE FC-I2.5(2)(TRAFFIC LEVEL C)(PG 76-221 II ✓ DESIGN SPEED = 40 MPH TIL STA 112+61.47 TO STA 123+94.77 LI DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION(LBR 401(12'1 OPTIONAL BASE GROUP I(4")(B-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)II.5") 9 OF CONSTRUCTION SR A1A TEMPORARY PAVEMENT RAV LINE Q OF SURVEY SR ALA R/W LINE OPTIONAL BASE GROUP 11(T")(8-12.5 ONLY) VARIES R/W(19.33) R/W(30 67'1 _ TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Cl f1.5") 26' •TO 20 •-••• -�� BORDERBORDER 2.33 1967' -at 5.67' dim VARIES _ 6 IY 11' 8.61 TO 11.67'..I 0\011111/Nil aJ.0EA7 LANE LANE _ 6' -2. SOO \\ S R( 1// SEAWALL(BUILT BY OTHERS) GROUND BUFFERED - I •\ \/ Qn --1S I BICYCLE i;, '" FLEW 57� WALK nLANE WALK ' 1 is PGP L 0.01 '3 INDIAN II 0.02 1102 001 . CREEK I II I J \- \ -- _ I ",,,�I,,,,,,,,I' `EXISTING '' LYS ris . nrur=s.u�_i I� r 1 GROUND iU• :lr,<'�.F ' 4v� I IL ` I STABILIZATIONIBR 40 CONCRETE SIDEWALK ,,j ,kizxWR �'pp++��yy,.c.;\5"\ I r SHOU DER4JARR/ER WALL(RETAINING) CURB AND GUTTER(TYPE F) /7/i1 ON1 114; \\` TRAFFIC DATA II CURRENT YEAR m 2015 MDT m 16,000 I i ESTIMATED OPENING YEAR m 2019 AADT- 16,900 I I ✓ SR AIA / INDIAN CREEK DRIVE ESTIMATED DESIGN YEAR m 2039 AADT m 25,300 DESIGN SPEED = 40 MPH K=9.00%D m 99.99% T m 4.60%(24 HOUR) STA 110+02.19 TO STA 112+61.47 DESIGN SPEED m 40 MPH `, T) POUTED SPEED 35 MPH LI •BUILT UNDER INTERIM PROJECT,FOR INFORMATIONAL USE ONLY STA 94+40 TO STA 119+80.77 REVISIONS RIBBECN ENGINEERING,INC. STATE OF FLORIDA SHEET DATE DESCRIPTION , DATE DESCRIPTION 14335 SW 120 STREET,SUITE 205 DEPART,7EAT OP TRANSPORTATION NO. MFLORIDAMAW, 33188 TEL.(EL O A5909 ROAD NO. COUNTY FINANCIAL PROJECT ID, TYPICAL SECTIONS TEL _ FBPE C.A.NO.27592 CARLOS F.RIBBECR,P.E.LICENSE NO.50543 SR A)A MIAMI-DAUf 439118-1.58-07 9 mn,,, 1/20/2019 11'3970 A" {.,...1,,TIPSNO01 0, PARKING LANE RECONSTRUCTION (ALTERNATE A) i OF AA� e OFSSURVEYON SR SR AIALA TYPE✓�ft W LINE OPTIONAL BASE GIRZOUPT�(4'N I(8-1R 2.5(IONLY) R/W LINE FRICTION COURSE FC-I2.5(1.5'1(TRAFFIC LEVEL C)(PG 76-221 VARIES R/W VARIES(17.95 TO 28.74) R/W VARIES(23.85'TO 34.78') P TO 15 BORDER VARIES BORDER VARIES m- PARKING LANE RECONSTRUCTION (ALTERNATE B) 1.49 TO 7.74' II'TO 12.15 TYPE 8 STABILIZATION(LBR 40102'1 1.7y VARIES OPTIONAL BASE GROUP I(4') 6' IT 11' s z 0 TO 7.48' TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5') SEAWALL(BUILT gY OTHERS) snow DERV LANE LANE ~ SIDEWALK SOD FRICTION COURSE FC-I2.5(I.5")(TRAFFIC LEVEL C)(PG 76-221 BUFFERED GROUND BCYCLE ELEV 57 I_ LANEE I RECONSTRUCTION (ALTERNATE A) },I 1 0.02 PGP TYPE OPTIONAL BASE GROZATION UP (7"103R-12.5 ONLY) INDIANCREEK II 11' °-01 0.02 °' /.„ _ TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Cl(2) CREEK Ill FRICTION COURSE FC-I2.5(2')ITRAFFIC LEVEL CI(PG 76-22) 1 / /`//�./�l�/�f Y� MH.W-911 _I EXISTING l (� GROUND RECONSTRUCTION (ALTERNATE B) II ___,v1.... STABILIZATION LBR 40 TYPE B STABILIZATION ICER 401(12') SHOULDER BARRIER WALL(RETAINING) CONCRETE SIDEWALK OPTIONAL BASE GROUP 0(12") I 1 (INDEX 410) CURB AND GUTTER(TYPE F) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(.3') 1 FRICTION COURSE FC-I2.5(2`)(TRAFFIC LEVEL C)(PG 76-221 IL I I I 4 IISR AlA / INDIAN CREEK DRIVE *' DESIGN SPEED = 40 MPH DRIVEWAYS AND HARMONIZATION it T STA 127+74.92 TO STA 132+88.45 LI TYPE B STABILIZATION(LBR 40)(/2") OPTIONAL BASE GROUP I(4')(8-12.5 ONLY) TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C1(1.5") A/W LINE 6 OF CONSTRUCTION SR AlA TEMPORARY PAVEMENT ---.\....: @ OF SURVEY SR AlA 9/8 LINE OPTIONAL BASE GROUP II(7")(B-I2.5 ONLY) .... VARIES R/W VARIES(18.40 TO 2225'1 q/W VARIES(26.74'TO 32.321 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5') 4'TO 16' 1 75' BORDER VARIES V R BORDER VARIES - 1.30'TO 2.25' x7.75'TO 18.16' VARIES SHOULDER/ LANE LANE .I PARKING SOD SIDEWAL:c/-- I (INDEX 87OILUMINUM IPE GUARDRAIL \\\S\1"(w LSI f 1/n'V,'' SEAWALL(BUILT BY OTHERS) GROUND BUFFERED VARIES P'., E GTA• fi T OT06•_ G•' S - ELEV 5.7� - 'Te I PGP [-GROUND _ IA'S 51 INDIAN III ' 0.02 0.01 0.01 00 0'02 c GROUND = F CREEK Il1,l) L %0 TAT ••�� NH11'_9,L)�._ I/� — ,,, / GRAVITY WALL(INDEX 60111 ,F 4; /1-�L/L DROP CURB CONCRETE SIDEWALK0 //V7O,C, G��\ _ I SHOULDER BARRIER2ATION LBR WALL(RETAINING) '1 7)11111111G�`\\` l (INDEX 410) CURB(TYPE DI TRAFFIC DATA II I CURRENT YEAR = 2015 AADT= 16.000 I I ESTIMATED OPENING YEAR = 2019 AADT= 16,900 I I () ESTIMATED DESIGN YEAR = 2039 AADT- 25.300 4y/ SR A1A / INDIAN CREEK DRIVE K-9.00%D=99.99% T=4.60%(24 HOUR) �� DESIGN SPEED = 40 MPH DESIGN SPEED=40 MPH Li -ry STA 123+94.77 TO STA 127+74.92 POSTED SPEED=35 MPH LI REVISIONS RIBBED(ENGINEERING,INC. STATE OF FLORIDA DATE nTSCRrvrmN GATE DESCRIPTION 14335 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION SHEET ND. MIAMI, TEL.(305)383 5809 6 ROAD NO. COUNTY FINANCIAL PROJECT IU TYPICAL SECTIONS FBPE C.A.NO.27592 SR AIA MIAMI-DADS 43911S-2-5E01 I 0 CARLOS F.RIBBECK,P.E.LICENSE NO.60543 333220 1/20/2019 11.39.20 AR .1.\B"J9rv.Y/1Y0SR0010, PARKING LANE RECONSTRUCTION (ALTERNATE AI Q OF SURVEY SR AIA R/W LINE ¢OF CONSTRUCTION SR AIA R/W LINE TYPE B STABILIZATION(LBR 40)(I2") OPTIONAL BASE GROUP I(4")(B-I2.5 ONLY) R/W VARIES(30.54'TO 50.551 R/W VARIES(30.04'TO 48,07'1 FRICTION COURSE FC-12.5(1.59(TRAFFIC LEVEL MPG 76-221 VARIES PARKING LANE RECONSTRUCT/ON (ALTERNATE B) a10 9.37 SOD BORDER VARIES BORDER VARIES TYPE B STABILIZATION(LBR 401112") 11.1.''0 .54 73.16'TO 35.41' OPTIONAL BASE GROUP 1(4"1 VARIES VARIES VARIES TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(I.5") ri. e a TO la a TO 11.33' II' 6' 11II' 6' 7 1.16'To 23.41J FRICTION COURSE FC-12.5(l.5")!TRAFFIC LEVEL C1(PG 76-22) CONCRETE SOD .- BUS BAY -- BUM FRED SIDEWAL SOD I I SIDEWALK v BANE I RECONSTRUCTION (ALTERNATE Al CROWN PGP TYPE B STABILIZATION(LBR 40)(12") 1 D 02 0.02 0.02 0 02 0 oz 1 D OPTIONAL BASE GROUP II(7")(B-I2.5 ONLY) a __-- TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(2') -- FRICTION COURSE EC-12.5(2")(TRAFFIC LEVEL C)(PG 76-22) r� ARM EXISTING GROUNDRECONSTRUCTION (ALTERNATE B) CURB AND GUTTER(TYPE F) STABILIZATION LBR 40 TYPE B STABILIZATION (LBR 40)(12") CONCRETE SIDEWALK OPTIONAL BASE GROUP Il(1211 CURB AND GUTTER(TYPE F) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(3") FRICTION COURSE FC-12.5(2")(TRAFFIC LEVEL C)(PG 76-221 SR A1A / INDIAN CREEK DRIVE DESIGN SPEED = 40 MPH • STA 137+91.48 TO STA 143+00.00 DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION (LBR 40)(I2") OPTIONAL BASE GROUP I(4"1(B-I2.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5) R/W LINE N OF CONSTRUCTION SR A1A F...,..„-#OF SURVEY SR A1A R/W LINE TEMPORARY PAVEMENT VARIES RIR VARIES(19.33 TO 24.47) R/W VARIES(25.10 TO 30.67') OPTIONAL BASE GROUP 11(7")(8-12.5 ONLY) 5'TO 36' BORDER VARIES BORDER VARIES TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)!/.5") 1:0 TO 10.11' 12.88' 0 2 V'RIES 0.0'TO 5.67' VARIES 6' 11' 11' 0'TO 6.5 6' 7 SEAWALL(BUILT BY OTHERS)Th_ GROUND .000/019 LANE LANE SIDEWALK \1((1111/// ELEV 5.7 I BUTTERF(� VARIES I \\\\ . /// - jICYCLE NI PARXING i \ V'St&\- _ //j PG G B •:�/, I I 1 . INDIAN II - 0.02 0.07 0.0 ` '` / CREEK !I 0.1 /.' -- _ ,I '.� �I,I,I,,,,,,,�„ `� EXISTING - M HW=0.17�-I i `1 i -- GROUND STAT. Le ���� ( I SHOULDER BARRIER WALL(RETAINING) CONCRETE SIDEWALK //7�1Y K" • ,\� I (INDEX 4101 CURB AND GUTTER(TYPE F) /7/) NAL EN .\\ \ TRAFFIC DATA II j STABILIZATION LBR 40 //111011111` \ I) SR AlA/ INDIAN CREEK DRIVE CURRENT YEAR = 2015 AADT= 16,000 I 11 DESIGN SPEED = 40 MPH ESTIMATED OPENING YEAR = 2019 AADT= 16,900 4 STA 131+88.45 TO STA 137+91.48 ESTIMATED DESIGN YEAR = 2039 AADT= 25,300 1'1 K=9.00%D-99 99% T=4.60%(24 HOUR) LI JT.4k- DESIGN SPEED=40 MPH LI POSTED SPEED 35 MPH REVISIONS RIBBECK ENGINEERING,INC. STATE OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION SHEET -1 14335 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION NO. TEL.MIAMI,(305)383-5909FLORIDA 8 ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS FBPE C.A.NO.27592 CARLOS F.RIBBECK,P.E.LICENSE NO.50543 SR AIA MIAMI-DARE 939228-25801 7 mrvaalal 5I20/1019 2.00.44 PN 0.V1"aJ aI TIPSR001.044 PARKING LANE RECONSTRUCTION !ALTERNATE Al R/W LINETYPE B STABILIZATION(LBR 401027 R/w LINE OPTIONAL BASE GROUP I(4)(8-12.5 ONLY) Q OF CONSTRUCTION FRICTION COURSE FC-12.5(I.57fTRAFFIC LEVEL C1(PG 76-22) R/W 22.5 R/W 22.5' BORDER BORDER PARKING LANE RECONSTRUCTION (ALTERNATE B) VARIES VARIES VARIES VARIES 7'TO 11.5• ' O 4, D'TO 4.5' 7'TO 11.5' TYPE B STABILIZATION(LBR 401(12"1 OPTIONAL BASE GROUP I(4") TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Cl(I.5") VARIES VARIES I FRICTION COURSE FC-I2.5(I.59(TRAFFIC LEVEL C)(PG 76-22) 5 0 TO 6' I7' 17 0 TO 6' 5' SIDEWALK,-• •ARKING 'ARKING I SIDEWALK ALUMINUM PIPE GUIDERAIL (INDEX 870) RECONSTRUCT/ON (ALTERNATE Al gEXIST.WALL REMAIN) TYPE B STABILIZATION!LBR 401(12") 0-- OPTIONAL BASE GROUP 11(7")(B-I2.5 ONLY) •l� Ors "P. oO2 OOS " \ -� TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(2") L V J FRICTION COURSE FC-12.5 127(TRAFFIC LEVEL Cl(PG 76-221 EXISTING Vall.,,, ,ANNTS/,,•l EXISTING RECONSTRUCTION (ALTERNATE B) GROUND GROUND CONCRETE SIDEWALK STABILIZATION LBR 40 GRAVITY WALL(INDEX 6011) TYPEOPTIONAL BASETIO IBRGROUP (40)02"1 CURB AND GUTTER(TYPE F) CONCRETE SIDEWALK TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CIO") CURB AND GUTTER(TYPE F) FRICTION COURSE FC-I2.5(2")(TRAFFIC LEVEL CI(PG 76-221 28TH STREET DESIGN SPEED = 30 MPH STA 28+05.47 TO STA 28+94.50 DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION((BR 40102") OPTIONAL BASE GROUP I(481(9-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C10.5") (— TEMPORARY PAVEMENT R/W LINE R/W LINE FBUILT UNDER OR INFORMAT10NAlJUSERONLYT 0 OF CONSTRUCTION _� OPTIONAL BASE GROUP!/f7°1(B-12.5 ONLY) �� TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)II.S") R/W 3d R/W 30 -BORDER BORDER VARIES VARIES 7'TO 19 TO 13.75 VARIES VARIES 5' I 0'TO 12' IT (6.25 0'TO 8.25' I 5 1111111I1111j SIDEWALK I PARKING PARKING I SIDEWALK ��\� R n/// VARIES VAAIFS \�\ Q7••••J�e /2i, ALUMINUM PIPE GUIDERAIL d TO 70.5 (INDEX 870) TO 7' GP :AT !-.441: 0.02 102 0.02 _- * No I.Q O.OS== = 0}� - 1. === Tc-= -Y -' - - -1, I C't-�;Z`A, 5 \ 55 % 55 .555 5 5 `\ 55J - 4fxlsneciL 1_-�..1 ll,-,..1�1\_�.�_L]\_lI- ]�-1 EXISTING V'n'. ,.STAT GROUND /} GROUND GRAVITY WALL(INDEX 60111 STABILIZATION LSI?40 /I� /{ CONCRETE SIDEWALK CONCRETE SIDEWALK ,,2 '�o�t� l 4G\�\ CURB AND GUTTER(TYPE Fl 27TH STREET CURB AND GUTTER!TYPE FI ////IOIY.YL 1;11��` DESIGN SPEED = 30 MPH STA 27+09.98 TO STA 28+00.00 REVISIONS RISBECK ENGINEERING,INC. STATE OF FLORIDA DATE OF SCRJ_PT'ILN DATE DESCRIPTION SHEET 14335 SW 120 STREET,SUITE 205 DEPARTMENT OP TRANSPORTATION NO. MIEll.(305)3183 5909 DA B ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS FBPE C.A.NO.27592 SR AIA MIAMI-DADS 4392782-58-01 12 CARLOS F.RIBBECK,P.E.LICENSE NO.50549 ,,,,,,, 5/10/]019 11:39::1 AP, X.\Ro.ao,AY TYP5PP01.01,, PARKING LANE RECONSTRUCTION (ALTERNATE A) R/W LINE TYPE B STABILIZATION(LBR 40)(12') A/W LINE OPTIONAL BASE GROUP 1(4"118-12.5 ONLY) f-#OF CONSTRUCTION FRICTION COURSE FC-I2.5(l.5")(TRAFFIC LEVEL Cl(PG 76-22) A/W 25' _ R/W 25' BORDER PARKING LANE RECONSTRUCTION (ALTERNATE B) BORDER VARIES 6, 7 TO 74 TYPE B STABILIZATION(LAR 401(!2") OPTIONAL BASE GROUP I(4") TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL Cl(1.5") VARIES a FRICTION COURSE FC-I2.5 0.5")(TRAFFIC LEVEL C)(PG 76-22) 6' IVARIES 0' 1a TO 9.5' -77' 17' TO 9.5' • S SIDEWALK 1 PARKING PARKING SIDEWALK ALUMINUM PIPE GUIDERAIL VARIES VARIES RECONSTRUCTION (ALTERNATE Al (INDEX 8701 1 a TO zs t a TO 7.1- 1 TYPE B STABILIZATION(ZBR 40)(129 Loz OPTIONAL BASE GROUP/IO")(8-12.5 ONLY) ice, �� ODI Ops ��_�O y - TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Cl l2"1 J `L FRICTION COURSE FC-I2.5(2')(TRAFFIC LEVEL C)(PG 76-22) ,���7,,,,,"„���„7 GROUNDG RECONSTRUCTION (ALTERNATE B) EXISTING GROUND EXIST,WALL GRAVITY WALL(INDEX 60171 TYPE B STABILIZATION(LBP 401(12'1 CONCRETE SIDEWALK STABILIZATION LBR 40 OPTIONAL BASE GROUP II((2") CONCRETE SIDEWALK TYPE SP STRUCTURAL.COURSE (TRAFFIC LEVEL 0(3') CURB(TYPE D) CURB AND GUTTER(TYPE F) FRICTION COURSE FC-I2.5(29(TRAFFIC LEVEL C)(PG 76-22) 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 ROW LINE R/W LINE �-4 OF CONSTRUCTION TYPE 8 STABILIZATION!LHR 40/02"I 91W 25' R/W 25' OPTIONAL BASE GROUP I(4')(8-12.5 ONLY) . __ TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CMS") BORDER BORDER VARIES VARIES • /'TO 14' C 7'TO 14' TEMPORARY PAVEMENT 5• I VARIES 0 TO 9.5' 11' I1' VARIER U'TO 9 5' OPTIONAL BASE GROUP II l7"1!H-I2.5 ONLY) SIDEWALK r-----."- PARKING' PARKING 1 y TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5") SIDEWALK ALUMINUM RIPE GUIDERAIL la VARIES VARIES (INDEX 870) a TO 7' OTO 7' ---ALUMINUM PIPE GUIDERAIL 0.92 *0.05 O./ 0.07 0.05 0.72 1 (INDEX 870) EXISTING) V,,,W„A,,,,,'„PIrehl ' EXISTING \t�t1\I1II111)))77 GROUND GROUND `\\���� .*Ve // GRAVITY WALL(INDEX 6071) ��••'' C7♦///� CONCRETE SIDEWALK STABILIZATION LBR 40 GRAVITY ET WALL(INDEX 6011) �,7,•' Sp` CURB AND GUTTER(TYPE Fl CONCRETE SIDEWALK `\7}/ 7// CURB AND GUTTER(TYPE F) _ ,53 •A- DESIGN SPEED = 30 MPH 29TH STREET - STA 29+05.32 TO STA 30+02.49 = U•. 30TH STREET - STA 30+05.44 TO STA 31+14.50 Sr • <[7�� 31ST STREET - STA 31+06.99 TO STA 32+11.00 % F FL 1 p ,'G..\,,,,,,..6.4".4.7.,.--:-7' 32ND STREET - STA 32+05.16 TO STA 34+00.00 '/ � •$' N 36TH STREET - STA 36+12.19 TO STA 37+00.00 / e o� 38TH STREET - STA 38+05.52 TO STA 38+83.00 )(LII AL(((11 39TH STREET - STA 39+08.61 TO STA 39+98.00 40TH STREET - STA 39+50.00 TO STA 41+02.67 * 0.02 TO 0.05 AT 39TH STREET REVISIONS ------ _ _RIBBECK ENGINEERING,INC. STATE OF FLORIDA DATE DESCRIPTION 0411 DESCRIPTION 14335 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION SHEET M EIAL.(305)R383-590IDA 98TYPICAL SECTIONS NO. ROAD NO. COUNTY FINANCIAL PROJECT!U FBPE C.A.NO,27592 CARLOS F.RIBBECK,P.E.LICENSE NO.50543 SR AlA MIAMI-DADS 439278-Z-5801 13 ,,,ve"i,, 5/10,01, 11.39:21 AN a.V10.1 a01,....9n PARKING LANE RECONSTRUCTION (ALTERNATE A) R/W LINE TYPE B STABILIZATION(LBR 40)(12") R/W LINE OPTIONAL BASE GROUP((4")(8-12.5 ONLY) Le.--Q OF CONSTRUCTION FRICTION COURSE FC-I2.5 11.5")(TRAFFIC LEVEL CI(PG 76-22) 11/W 25RAN 15' BORDER BORDER PARKING LANE RECONSTRUCTION (ALTERNATE B) VARIES VARIES 5.67 TO is' TYPE B STABILIZATION(LBR 40)(12") 1 TO I47OPTIONAL BASE GROUP He) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(I.5') VARIES VARIES FRICTION COURSE FC-12.5(1.5')(TRAFFC LEVEL G(PG 76-22) 5' I_ d TO 9.5�_ 11' ld d TO 9.33' 5' SIDEWALK - PARKING - PARKING~-. I SIDEWALK RECONSTRUCTION (ALTERNATE A) ALUMINUM PIPE GUIDERAIL VARIES VAR/E5 ALUMINUM PIPE GU/DERAIL (INDEX 870) !'TO 7' d TO 7.3« (INDEX 8701 TYPE B STABILIZATION((BR 401112") OPTIONAL BASE GROUP II(7")(8-12.5 ONLY) aO1 0.01 ,, 1 O.o7 D.oz O.D FRICTION COURSCTYPE SP �2.5 fRALL2'1�7RAFFl LEVSE (TRAFFIC EL C) 7L 622/ rIN EXISTING J ANE! \—EXISTING RECONSTRUCTION (ALTERNATE B) GROUND GROUND GRAVITY WALL(INDEX 6011) STABILIZATION CUR 40 GRAVITY WALL(INDEX 6011) TYPE 8 STABILIZATION(LBR 401(12') CONCRETE SIDEWALK CONCRETE SIDEWALK OPTIONAL BASE GROUP I)(12") CURB AND GUTTER(TYPE F) CURB(TYPE D) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(3") FRICTION COURSE FC-I2.5(2')(TRAFFIC LEVEL C)(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(LBR 40)(/2") OPTIONAL BASE GROUP I(4'1(8-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5') R/W LINE R/W LINE Q OF CONSTRUCTION RAN 25' R/W 23 TEMPORARY PAVEMENT 8OROER BORDER OPTIONAL BASE VAR/E'5_-'II VARIES TYPE SP STRUCTURAL CGROUP RSEI(TRAFFIC LEVEL C11).5") 7'TO 14'1 r7'TO 14 ' VARIES VARIES 5' d TO 9.3:, 11' 11' _ 0 TO 9.5'_' _I 5• SIDEWALK r PARKING PARKING SIDEWALK ALUMINUM PIPE GU/DERAIL - VARIES VARIES ALUMINUM PIPE GUIDERAIL (INDEX 870) 0'7-7 td TO 7_ (INDEX 870) `11((111112/ EXISTING \\\\ (♦5" •/�7//i',...1., GROUND 3 002 / 0.05 G Da 0.07 0.9 id GRAVITY WALL(INDEX 6011) GROUNDG - • �, , /, • ` CONCRETE SIDEWALK STABILIZATION LBR 40 GRAVITY WALL(INDEX 6011) CURB AND GUTTER(TYPE F) CONCRETE SIDEWALK Q . 3 r ;•Lr\ -CURB AND GUTTER(TYPE F) 35TH STREET ////,',ONALIENG0\s DESIGN SPEED = 30 MPH STA 35+09.31 TO STA 35+92.67 REVISIONS RIBBECK ENGINEERING,INC. STA T6 OF FLORIDA DATE _._ DESCRIPTION GATE DESCRIPTION — SHEET 14335 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANS'PORTAT'ION NO MIAMI,FLORIDA 331136 TEL.(305)383-5909 ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS FBPE C.A.NO.27592 CARLOS F.RIBBECK,P.E.LICENSE NO.50543 OR AIA M1AM/-BADE 439178-1-58-07 1 4 mwelfi 5/20/2019 11:3921 AR f\R".Ssy\TYPSR001.49, CONTRACT PLANS COMPONENTS STATE OF FLORIDA irtxrPta, .����� - t ROADWAY PLANS •71:101.11; rµtAeASs ��`, III SIGNING AND PAVEMENT MARKINGS PIANS DEPARTMENT OF TRANSPORTATION P<.SA , 1►-'- ,AT..�w"� SIGNALIZATION PLANS a• ��I ,, LIGHTING PLANS CONTRACT PLANS \' �,, STRUCTURAL PLANS ELECTRICAL PLANS FINANCIAL PROJECT ID 439228-2-58-0/ 12, AA A DETAILED INDEX APPEARS ON THE MIAMI—DADE COUNTY (87060) ^a''? KEY SHEET OF EACH COMPONENT ,+vP�.• I :A`FT P�EN[f INDEX OF ROADWAY PLANS STATE ROAD NO. AIA/ INDIAN CREEK DRIVE/ COLLINS AVENUE SHEET NO. SHEET DESCRIPTION FROM 25TH STREET TO 35TH STREET '•�:I �� 1 KEY SHEET FLOOD MITIGATION IMPROVEMENTS .15£5,,,...„. ;11:: RPpAlE 2-6 SUMMARY OF PAY ITEMS IFr uu 7-13 TYPICAL SECTIONS autr� SO-1-50-38 SUMMARY OF QUANTITIES 14-18 SUMMARY OF DRAINAGE STRUCTURESIyI PROJECT LOCATION 19 OPTIONAL MATERIAL TABULATION �� TO NORTH 110 v 20 PROJECT LAYOUT v MIAMI BEACH .n soar 21 CURVE AND COORDINATE DATA O \\it111 /7/ 22-23 GENERAL NOTES \\\ O�. RIQ /yyv/ 14-30 ROADWAY PLANS SR AIA \O I c I ' glIj jj IIQNTN III ....••0',..,.....• \\ �L�. ••• +� 31-33 ROADWAY PLANS SIDE STREETS c,3 971 u ""1....1'.' J,6~l rs • P••••• ,N.F•• 441,,,... s�i 34-37 ROADWAY PROFILE SR AIA ��� . 38-41 ROADWAY PROFILE SIDE STREET . yy,. �1' K4 . 1$., 42-46 GRADING DETAILS - / • 47-62 DRAINAGE PLANS - Rte\ - 63-75 DRAINAGE DETAILS ® © 0 f C'1 .© - - �- 76-77 PUMP STATION NOTES \ 7 I P ":.13 - 1-4/..-.- 78 � 78-79 EQUIPMENT FOUNDATION PAD DETAILS ���x«e.0+i�� a a 1 t 0/� OF ``LV\ 80-105 DRAINAGE STRUCTURES © • -I p ' •IDP,.•••. 106-154 SPECIAL DETAILS • p I ill r3 s .�, END PROJECT \ +,, if se / c_a fI` �//STA 127+85.00 91k;4, •1 r\\ \ 155-200 CROSS SECTIONS 1,. I U.1A-'i CI. _1� 1'' V///!I i AI SII ISS\\ 201-202 STORMWATER POLLUTION PREVENTION PLANS Gw'lLi Io n Ill V1 203 TEMPORARY TRAFFIC CONTROL NOTES T-53-S © t he^". - / NOTE:THE SCALE OF THESE PLANS MAY 204-227 TEMPORARY TRAFFIC CONTROL PLANS T-S4-S 7� 7 HAVE CHANGED DUE TO REPRODUCTION 228 TEMPORARY TRAFFIC CONTROL GUIDE SIGN •.+ •. I�'xK 1�1� PaF 229-230 TEMPORARY LIGHTING DETAILS&NOTES i �' /, sF C..r�r CTL-1-CTL-4 PROJECT NETWORK CONTROL -VV 17 100% SUBMITTAL k -7 t rBeF ,-.-.,1 P i. 1! III AYI B Ac,;- GR-1-GR-9 REPORT OF CORE BORINGS , i''''''' 3CLZe4yt lys © MAY 2019 GR-10 ROADWAY SOIL SURVEY 58.,...,,,.,,..,.,,,,..t4 t ,,, BEGINPROJECTUTV-1-UTV-11 UTILITY ADJUSTMENTS - ���, .�. ZSSTA94+40.�Q-._. ®IlSl 1s aR°R r:\ ROADWAY PLANS 0—•—II _' M. soar/�/�'�� ENGINEER OF RECORD: /, © f Cy CARLOS RIBBECK,P.E. ��w. , _;. P.E.NO:50543 R/HBECK ENGINEERING,INC. 1433carj� .LMe - W 120TH STREET iustat. .L, SUITE 205 MIAMI,FL 33186 TO W 305-383-5909 DEVELOPMENTAL DESIGN STANDARDS(DOS). N MIAMI 7 q CONTRACT NO.C9199 I I VENDOR No.F-26-0460404 FOPS CERTIFICATE OF AUTH.X 27592 REVISIONS: FOOT PROJECT MANAGER: KEY SHEET REVISIONS FABIANA GONZALEZ.PE. GOVERNING DESIGN STANDARDS: DATE DESCRIPTION . Florida Departrnent of Transportation,2017-14 Design Standards(05081 CITY OF MIAMI BEACH and applicable Demon Standards Revisions 1008.1 at lne following we6rrte: PROJECT MANAGER: http://wwwfdot.gov/design/st andardplans/OS.shlm GIANCARLO PEVA,PE. APPLICABLE D5Rs: CONSTRUCTION FISCAL SHEET GOVERNING STANDARDS SPECIFICATIONS: CONTRACT NO. YEAR NO. Florida Department of Transportation,January 2017 Standard Specdlcatlons for 50841 and Bridge Construction N the following website: ratp.//www.fdot.gov/programmanageme nt/Implemented/SpeCBooks/dotau/t.sntm N/A 18 I Lm/Rka 3:23:50 Hi r:Auwiw,nw.ra wl 4? SUMMARY OF PAY ITEMS PAY ITEM ITEM DESCRIPTION UNIT QTY 101-1 MOBILIZATION LS 1 702.1 MAINTENANCE OF TRAFFIC(319 DA) LS 1 102-14 TRAFFIC CONTROL OFFICER MH 6.180 102-60 WORK ZONE SIGNS ED 73,525 102-71-15 TEMPORARY BARRIER,F&I,ANCHORED LF 96 102.71-16 TEMPORARY BARRIER,F&I,FREE STANDING LF 1,876 102-71-25 TEMPORARY BARRIER,RELOCATE,ANCHORED LF 48 102.71.26 TEMPORARY BARRIER,RELOCATE,FREE STANDING LF 2,835 102.74.1 CHANNELIZING DEVICE•TYPE I,II,DI,VP&DRUM ED 72.210 102.74.2 CHANNELIZING DEVICE-TYPE III-6' ED 10,710 102.74-7 CHANNELIZING DEVICE-PEDESTRIAN LCD(LONGITUDINAL CHANNELIZING DEVICE) LF 336 102-76 ARROW BOARD/ADVANCED WARNING ARROW PANEL ED 530 102.79 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER EA 50 102.89.1 TEMPORARY CRASH CUSHION,REDIRECTIVE OPTION LO 4 102.99 PORTABLE CHANGEABLE MESSAGE SIGN-TEMPORARY ED 945 102-104 TEMPORARY SIGNALIZATION ANO MAINTENANCE OF INTERSECTION ED 638 102-107-1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE OF INTERSECTION ED 638 102-911-2 REMOVABLE TAPE PAVEMENT MARKINGS-WHITE OR BLACK,SOLID LF 1,340 102-911-3 REMOVABLE TAPE PAVEMENT MARKINGS-WHITE OR BLACK,OTHER SF 128 102-912-2 REMOVABLE TAPE PAVEMENT MARKINGS-YELLOW,SOLID LF 8,512 104-10-3 SEDIMENT BARRIER LF 1,807 104.11 FLOATING TURBIDITY BARRIER LF 121 104-18 INLET PROTECTION SYSTEM EA 55 707-1 LITTER REMOVAL AC 20.45 107-2 MOWING AC 3.27 108-1 MONITOR EXISTING STRUCTURES-INSPECTION AND SETTLEMENT MONITORING LS 1 108-2 MONITOR EXISTING STRUCTURES-VIBRATION MONITORING L5 1 108-3 MONITOR EXISTING STRUCTURES-GROUNDWATER MONITORING L5 1 110-1-1 CLEARING ANO GRUBBING AC 2.23 110-4-10 REMOVAL OF EXISTING CONCRETE SY 4,871 120-1 EXCAVATION CY 417.9 \\��, 1117 II f1/7 120-6 EMBANKMENT CY 9,114.3 .,.•‘‘...APS.... •`C l'Ii, 160-4 TYPE B STABILIZATION SY 11,391 s ' Q i 162-1-11 PREPARED SOIL LAYER SY 1,501 - V� •'•-I*% 285.701 OPTIONAL BASE GROUP 01(8-12.5 ONLY) SY 1,494 *. .3285-711 OPTIONAL BASE GROUP 11(B-12.5 ONLY) SY 8,875 � 327-70-1 MILLING EXISTING ASPHALT PAVEMENT(I'AVG.DEPTH) SY 4.561 = `' :�� 327-70-4 MILLING EXISTING ASPHALT PAVEMENT(3"AVG.DEPTH) SY 7,006 • ..,,.4.,--:- 334-1-13 O\ 334.1.13 SUPERPAVE ASPHALTIC CONC,TRAFFIC C TN 2,213.5 713 ST • ' 337-7-83 ASPH CONC FC,TRAF C,FC-12.5,PG 76-22 TN 1,549.8 ii�* ••..FL• P.,"r' "-� 339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 17.3 f/ 6.4/, '... '13 \\ 400-0-11 CONCRETE CLASS NS,GRAVITY WALL(FOR GRAVITY WALL 2'HEIGHT AVG.) CY 61.0 l,7j�'�PffA \ 400-0-13 CONCRETE CLASS NS,STEPS CY 23.3 IIIl I IIII ' 400-4.8 CONC CLASS IV,BULKHEAD CY 7.0 415-1-6 REINFORCING STEEL-MISCELLANEOUS LB 1,156 415-1-8 REINFORCING STEEL-BULKHEAD LB 720 425-1201 INLETS,CURB,TYPE 9,<10' EA 1 4254311 INLETS,CURB,TYPE P-1,<10' EA 2 425-1321 INLETS,CURB,TYPE P-2,<10' EA 5 425-1351 INLETS,CURB,TYPE P-5.<10' EA 10 425-1355 INLETS.CURB, TYPE P-5,PARTIAL EA 1 425-1361 INLETS,CURB, TYPE P-6,<10' EA 6 425-1521 INLETS,DITCH BOTTOM,TYPE C,<10' EA 3 425-1529 INLETS,DITCH BOTTOM TYPE C MODIFIED<10'(DRIVEWAY INLET SINGLE AND DOUBLE GRATE) EA 3 REVISIONS RINSICK INIOINERRINO,INC. STATE OF FLORIDA SHEET DATE DESCRIPTION DATE OESCRIPTION 14338 by 120 MAST,SUM she DEPARTMENT OF TRANSPORTATION NO. Nom'µ0N017619 74.1]06)39199 ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF PAY ITEMS P598 C.A.NO.27692 SA A1A MIAMI-DADS 439228-2-58-01 2 CAMAS F.R199ECK F.L 1JCEINE NO.61143 u00,19u,a 5/.10/2019 1109 PM X:VlamwarSCESSR03S91.OGN SUMMARY OF PAY ITEMS PAY ITEM ITEM DESCRIPTION UNIT QTY **425.2.41 MANHOLES,P-7,'010' EA 5 425-2-42 MANHOLES,P-7,>10' EA 1 425-2-71 MANHOLES,J-7,*10' EA 3 425.2-72 MANHOLES,J-7,>10' EA 12 425-2.73 MANHOLES,J-7 PARTIAL(MH RISER),*10'(INLINE 72"PIPE RISER) EA 4 425-S MANHOLES.ADJUST EA 47 425-5.1 MANHOLES,ADJUST,UTILITY EA 46 425.6 VALVE BOX,ADJUST EA 150 425.10 YARD DRAIN EA 43 430-175-112 PIPE CULV,OPT MAIL,ROUND,12"S/CO LF 1,394 **430-175-115 PIPE CULV,OPT MATL,ROUND,15"S/CD LF 32 •*430-175-118 PIPE CULV,OPT MATL,ROUND,18"S/CD LF 420 **430475-124 PIPE CULV,OPT MATL,ROUND,24"S/CO LF 772 430-175-130 PIPE CULV,OPT MATL,ROUND.30"S/CD LF 103 430-175.172 PIPE CULV,OPT MATL,ROUND,7?S/CO LF 480 436-1.1 TRENCH DRAIN.STANDARD LF 416 444-75-1 DEEP WELL-PLUGGING OF EXISTING WELLS EA 3 448-73 PUMP STATION(DRAINAGE USE ONLY) LS 1 455-34.2 PRESTRESSED CONCRETE PILING,14"SO. LF 280 515.1.2 PIPE HANDRAIL-GUIDERAIL,ALUMINUM LF 753 520-2-4 CURB AND GUTTER TYPE"D" LF 520-1-10 CURB AND GUTTER TYPE"F" LF 33196 \\‘`\\OS1R'ge'J777i 520-3 CONCRETE VALLEY GUTTER F 257 ,\ ,�•.- Eviii" • IL i 521-724 SHLOR CONC.BARRIER WALL,RIG1D-RETAINING LF 721 .: (7•:. •.*!� 522.1 CONCRETE SIDEWALK AND DRIVEWAYS,4"THICK SY 3,094 Z.:* ..ANDSrCr - ;LLJ 527-2 DETECTABLE WARNING SURFACE SF 371 'ATE• - 530-3-3 RIPRAP-RUBBLE,BANK AND SHORE TN 30.5 �.' • •LO 9P.' C`� 536-1-0 GUARDRAIL- AY, TL-2 LF 418 536-7-2 GUARDRAIL-SPECIAL POSTE(SPRECIAL STEEL POST PER CONC.STRUCT MOUNT) EA 36 ,///.f 1 111+�•\ 536-73 GUARDRAIL REMOVAL LF 1,194 �•� I% 536-8-12 APPROACH TRANSITION CONNECTION TO RIGID BARRIER,FURNISH AND INSTALL,TL-2 EA 1 536-85-24 GUARDRAIL END TREATMENT-PARALLEL APPROACH TERMINAL EA 3 536-85-25 GUARDRAIL END TREATMENT-TRAILING ANCHORAGE TYPE II EA 4 536-85-26 GUARDRAIL END TREATMENT-TYPE CRT EA 1 544.75.1 CRASH CUSHION EA 1 550-60237 FENCE GATE, TYPE B,SLIDING/CANTILEVER,GREATER THAN 30'OPENNING EA 2 570-1-2 PERFORMANCE TURF,SOD SY 1,501 580-2-20 LANDSCAPE-RESET EXISTING TREE IN PLACE WITH STAKING AND GUYING EA 5 630-2-12 CONDUIT LF 70 635-2-12 PULL 6 SPLICE BOX,F61,24"X 38'COVER SIZE EA 6 • 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 RIOOECK RIOIRIWINO,INC. STATE OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION - 14336 SW 010 STREET.SUITS 20S DEPARTMENT OF TRANSPORTATION SHEET NO- '(30)3879INTAEIL '1 ROAD NO. COUNTY FINANCIAL PROJECT IO SUMMARY OF PAY ITEMS NPS C.A.NO.S7502 3 CAW= MUCK FL LICENSE NO.WSW SR AIR MIAMI-DADE 439228-2-58-01 CAV Toarl9uer 3/20/2019 1:10:00 PM XVlose".IACESSR0350I 04R SUMMARY OF PAY ITEMS FOR SIDE STREETS DRAINAGE PAY ITEM ITEM DESCRIPTION UNIT QTY 425-2-41 MANHOLES,P-7,<10' EA 2 430.175.115 PIPE CULV,OPT MATE,ROUND,15"S/CD LF 4 430-175-118 PIPE CULV, OPT MATL,ROUND,18"S/CD LF 10 430.175-124 PIPE CULV, OPT MATL,ROUND,24"5/CD LF 1,104 431.1.1 PIPE LINER,OPTIONAL MATERIAL,0.24" LF 918 SUMMARY OF PAY ITEMS - SIGNING AND PAVEMENT MARKINGS PAY ITEM ITEM DESCRIPTION UNIT OTY 700-141 SINGLE POST SIGN.F&I GROUND MOUNT,UP TO 12 SF AS 50 700-1-12 SINGLE POST SIGN,F&I GROUND MOUNT,12 SF TO 20 SF AS B 700-1-21 SINGLE POST SIGN,F&1 BARRIER MOUNT INDEX 11871 UP TO 12 SF AS 13 700-1-50 SINGLE POST SIGN,RELOCATE AS 27 700-1-60 SINGLE POST SIGN,REMOVE AS 83 700-3501 SIGN PANEL,RELOCATE,UP TO 12 SF EA 3 700-3601 SIGN PANEL,REMOVE,UP TO 12 SF EA 2 706-3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 387 710-90 PAINTED PAVEMENT MARKINGS.FINAL SURFACE LS 1 • PAINTED PAVT.MARKINGS,WHITE.SOLID,6" GM 1.579 • PAINTED PAVT.MARKINGS,WHITE.SOLID,B" GM 0368 • PAINTED PAVT.MARKINGS,WHITE,SOLID,18" LF 519 • PAINTED PAVT.MARKINGS,WHITE.SOLID,24" LF 921 • PAINTED PAVT.MARKINGS.WHITE.MESSAGE OR SYMBOL EA 14 • PAINTED PAVT.MARKINGS,WHITE,ARROW EA 19 • PAINTED PAVT.MARKINGS,WHITE.SKIP,6"(10/30) GM 0.541 • PAINTED PAVT.MARKINGS.WHITE.SKIP,6"(2/4)DOTTED GUIDELINE/6-10 DOTTED EXTENSION GM 0.072 • PAINTED PAVT.MARKINGS,WHITE,SOLID,1?FOR CROSSWALK LF 935 • PAINTED PAVT.MARKINGS.YELLOW,SOLID 6" GM 0.576 • PAINTED PAVT.MARKINGS,YELLOW,SOLID 8' GM 157 • PAINTED PAVT.MARKINGS,YELLOW,SOLID,18" LF 769 \\\\\QCs - F l'111111 III/ • PAINTED PAVT.MARKINGS,YELLOW,ISLAND NOSE SF 900 \�Qom,••'• 711-11-124 THERMOPLASTIC,STD.,WHITE,SOLID,18" LF .519 QQ. Q yl`�.g/ / 777-11.1?5 THERMOPLASTIC,STD.,WHITE,SOLID,24'FOR STOP LINE LF 203 n: 711.11.141 THERMOPLASTIC.STD..WHITE,SKIP,6"(2/4)DOTTED GUIDELINE/6-10 DOTTED EXTENSION GM 0.072 = / : ce_ 711-11-160 THERMOPLASTIC,STANDARD,WHITE.MESSAGE OR SYMBOL EA 14 �L �` 711.11.170 THERMOPLASTIC.STANDARD,WHITE,ARROW EA 1104972 9 OF 711-11-224 THERMOPLASTIC,STD„YELLOW,SOLID.18' Lf 769 :�� 'fATE1VP•'L� 711.14-123 THERMOPLASTIC.PREFORMED,WHITE,SOLID,12"FOR CROSSWALK LF 935 �/ !'j"'' �L- �:‘‘ �aa�p �,y 711-14-125 THERMOPLASTIC.PREFORMED,WHITE,SOLID,24"FOR CROSSWALK LF 718 //Y N•O? �.V•V\' 711-14-160 THERMOPLASTIC,PREFORMED.WHITE,MESSAGE EA 13 /' 7111:111 711-16-101 THERMOPLASTIC,OTHER SURFACES,WHITE,SOLID,6" GM 1.579 711-16-102 THERMOPLASTIC, OTHER SURFACES,WHITE,SOLID,8' GM 0.168 711.16-131 THERMOPLASTIC,OTHER SURFACES,WHITE.SKIP,6"30-30 SKIP GM 0.541 711-16-201 THERMOPLASTIC, OTHER SURFACES,YELLOW.SOLID,6" GM 0.576 711-16-202 THERMOPLASTIC,OTHER SURFACES,YELLOW,SOLID,8' GM 0.157 •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 SPECIFICATION 710 FOR THE NUMBER OF APPLICATIONS REQUIRED. REVISIONS RINSECK ENGINEERING.INC. STATE OP FLORIDA DATE __DESCRIPTION DATE DESCRIPTION 14331 SW 120 STREET.SUITE 2M DEPARTMENT OF TRANSPORTATION SHEET NO. MIAMI,PL°RE°A 331110TR.POS)3113-0000 ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF PAY ITEMS PEPS C.A.NO.27502 4 CMOS F.SNUCK P.S.IUCENIS MO. SR AIA MIAMI-DAOE 139228-2.58-OI C Nw.i9RRX 5/2012019 I.I*30 PM X.Vlow•ao'CESSR02501.DIN SUMMARY OF PAY ITEMS - LIGHTING PAY ITEM ITEM DESCRIPTION UNIT OTY 630-2-12 CONDUIT,FURNISH&INSTALL,DIRECTIONAL BORE LF 4,679 635.2-11 PULL&SPLICE BOX,F&I,DIRECTIONAL 13"X 24"COVER SIZE EA 55 641-2-12 PRESTRESSED CONCRETE POLE,F&I,TYPE P-II SERVICE POLE EA 1 715-1-12 LIGHTING CONDUCTORS,F&I.INSULATED.NO.8-6 LF 18.487 715-1-13 LIGHTING CONDUCTORS,P&I,INSULATED.NO 4 TO NO 2 LF 348 715-4-60 LIGHT POLE COMPLETE,RELOCATE EA 10 715-4-70 LIGHT POLE COMPLETE,REMOVE POLE AND FOUNDATION EA 8 715-7.11 LOAD CENTER,F&I,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 33 715-511-130 LIGHT POLE COMPLETE-SPECIAL DESIGN,F&I,SINGLE ARM SHOULDER MOUNT,ALUMINUM,30' EA 33 SUMMARY OF PAY ITEMS - SIGNALIZATION PAY ITEM ITEM DESCRIPTION UNIT OTY 630-2-12 CONDUIT,FURNISH&INSTALL,DIRECTIONAL BORE LF 2,108 632-7-1 SIGNAL CABLE-NEW OR RECONSTRUCTED INTERSECTION,F&I PI 2 632-7-6 SIGNAL CABLE-REMOVE-INTERSECTION PI 2 635-2-11 PULL&SPLICE BOX, FURNISH&INSTALL.13"X 24"COVER SIZE EA 61 639-1-122 ELECTRIC POWER SERVICE,F&I,UNDERGROUND,METER PURCHASED BY CONTRACTOR AS 3 639-2.1 ELECTRIC SERVICE WIRE.F&I LF 685 639-3-60 ELECTRIC SERVICE DISCONNECT,REMOVE EA 2 641.2.12 PRESTRESSED CONCRETE POLE,F&l,TYPE P•11 SERVICE POLE EA 3 646-1-11 ALUMINUM SIGNAL POLES,PEDESTAL EA 11 646-1-60 ALUMINUM SIGNALS POLE,REMOVAL EA 5 649-21-6 STEEL MAST ARM ASSEMBLY,F&I,SIGNLE ARM 50' EA 1 \\\\\11111 II1ll//// 649-21-7 STEEL MAST ARM ASSEMBLY,F&I,DOUBLE ARM 50'-30' EA 1 \�\ •s �•�B`` '' i,,� 649-21-10 STEEL MAST ARM ASSEMBLY.F&I,SINGLE ARM 60' EA 3 -�''•Clr- 649.26.3 STEEL MAST ARM ASSEMBLY,REMOVE,SHALLOW FOUNDATION-BOLT ON ATTACHMENT EA 4 ///III/ .. 650.1.14 TRAFFIC SIGNAL,F&I,ALUMINUM,3 SECT.,1 WAY AS 14 •. 653-1-11 PEDESTRIAN SIGNAL,F&I,LED COUNTDOWN,1-WAY AS 10 653-1.72 PEDESTRIAN SIGNAL,FURNISH&INSTALL LEO COUNTDOWN,2 WAY AS 1 . cr wz 660.4-11 VEHICLE DETECTION SYSTEM-VIDEO,F&I CABINET EQUIPMENT EA 2 660.4.12 VEHICLE DETECTION SYSTEM-VIDEO,F&I ABOVE GROUND EA 6 ' -ill OF , ' 665.1./1 PEDESTRIAN DETECTOR,F&1 EA 12 % L R�pP(,•�`(�� _\ 670.5.140 TRAFFIC CONTROLLER ASSEMBLY,F&I,MODEL 2070 AS 2 'i .. 670.5.600 TRAFFIC CONTROLLER ASSEMBLY.REMOVE CONTROLLER WITH CABINET AS 2 �// • 1j17I 111 1,\\\\\ 700-3-201 SIGN PANEL.F&I,OVERHEAD MOUNT,UP TO 12 SF EA 6 700-3-205 SIGN PANEL,FURNISH&INSTALL OVERHEAD MOUNT.51-100 SF EA 1 700-4-112 OVERHEAD STATIC SIGN STRUCTURE,FURNISH&INSTALL,CANTILEVER,21-30 FT EA 1 700-5-21 INTERNALLY ILLUMINATED SIGN.F&I,OVERHEAD MOUNT,UP TO 12 SF EA 6 700-12-32 SIGN BEACON,F&I OVERHEAD MOUNT,TWO BEACONS AS 3 REVISIONS IWEECN ENOINEEB1NO,INC. STATE OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION SHEET 14331 EW 120 STREET.SUITS 205 DEPARTMENT OF TRANSPORTATION NO. SWIM FLORIDA 33184ROAD NO. COUNTY FINANCIAL PROJECT ID TIL WOW 203.0000 - - SUMMARY OF PAY ITEMS FOPS C.A.NO.27592 5 CRILO0 F.MRCS P.O.LICENN NO.50343 I SR AIA MIAMI-DADE 139228-2.58-01 1,00i0"., 5/10/3019 1:1000 PS X:SRON".0SCE55RD3501.DIN PAY ITEM NOTES: 102-1 INCLUDES THE COST TO FURNISH,INSTALL AND MAINTAIN TEMPORARY LIGHTING. 400.D-17 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMMENCING. 425-1-ABC UTILITY LOCATIONS AND CONFLICTS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 110-I-1 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 327-70-7 INCLUDES COST TO MILL T 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 SR AIA/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-I0 INCLUDES THE COST OF A 2'MINIMUM SUMP AND THE CONCRETE PAD AS SHOWN ON DRAINAGE 415-2-ABC THE SIDE STREETS AND COLLINS AVE FROM 27TH STREET TO 41ST STREET. DETAILS. 430-ABC-DEF 430.175 INCLUDES THE COST OF ALL FITTINGS,HARDWARE AND MATERIAL TO COMPLETE THE SYSTEM(S). 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. 527-72-4 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 IS 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 OF 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. \\511111111IIJJ7 s\\\\‘ \ 0 j F+1•13. , •Ens ",C)/ . " • Z. ��•• T. 9. r W` %Ili 11 I7% REVISIONS RIBBECN ENGINEERING,INC. .S T-4 TR OF FLORIDA DATE DESCRIPTION PATE DESCRIPTION --- SHEET 14335 SW 120 STREET,SUITE 209 DEPARTMENT OF TRANSPORTATION NO. MIAMI,FLORIDA 33799 TEL(305)393.3909 ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF PAY ITEMS FEPE C.A.NO.27592 6 CARLOS F.RIBBECN P.E.LICENSE N0.50543 SR AIA MIAMI-DADF 439228-2-58-01 ,r0J,I0,00 S/10/1019 I.10 01 PM RaPJ HY'CESSRO)501060 telescoping boom rough terrain construction forklifts, 2,000 Gallon Water Truck With 3 MO $11,505.63 $34,516.88 Full-Time Operator For Equipment Without 1.5 MOD -$7,093.33 -$10,639.99 Operator,Deduct Professional Engineer Registered in the State of Florida Professional Engineering Services are to be used only as directed by the Owner.These 100 EA $89.47 $8,946.75 services are used for investigational services and not for AE design services.2 hour minimum. SweeperNacuum/Sprayer For 1188 MSF $13.07 $15,532.13 Parking Lots,Streets And Roads 20 CY Dumpster(3 Ton) "Construction Debris"Includes • delivery of dumpster,rental cost, 0 EA $503.40 $0.00 pick-up cost,hauling,and disposal fee.Non-hazardous material. Hauling On Paved Roads,First 13250 CYM $0.60 $7,902.96 15 Miles 2 Person Survey Crew(Unit Of Measure Is Per Crew Hour Worked)Includes surveyor, 50 HR $191.33 $9,566.46 rodman,equipment and instruments. Load And Haul Up To 15 Miles Non Burnable Right Of Way To 306 TON $54.01 $16,528.44 Desi l nated Area >10 To 20 SF Sign Area, 15 EA $227.92 $3,418.73 Remove And Reinstall Sign FlagPerson for Traffic Control 198 HR $30.88 $6,115.07 2 MAINTENANCE Channelizer Drum 6894 DAY $1.62 $11,184.44 OF TRAFFIC Type III Barricade,>5'To 10' Wide With Three Reflective 182 DAY $4.91 $894.48 Rails Aluminum Sign And Post 2703 MO $3.61 $9,769.96 Page 22 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 PARKING LANE RECONSTRUCTION (ALTERNATE Al TYPE B STABILIZATION(LBR 401112'1 R/W LINE R/W LINE OPTIONAL BASE GROUP I(4")(B-12.5 ONLY) !—3 OF CONSTRUCTION f FRICTION COURSE FC-I2.5(1.5')(TRAFFIC LEVEL C)(PG 76-22) R/W 25' R/W 25' BORDER —+ BORDER PARKING LANE RECONSTRUCTION (ALTERNATE 131 VARIES VARIES rTD1r 5.67 TO 15' TYP�T ABIBASE NPom)( 7 401(12 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(I.5') VARIES VARIES FRICTION COURSE FC-I2.5(I.5")(TRAFFIC LEVEL C)IPG 76-22) 5• 0 TO 9.5' _ IT 10 0 TO 9.33 g SIDEWALK I. PARKING " PARKING' —I SIDEWALK RECONSTRUCTION (ALTERNATE Al ALUMINUM PIPE GUIDERAIL VARIES VARIES ALUMINUM PIPE GUIDERAIL (INDEX 870) 0 TO 7' 0 TO 7.33 (INDEX 870) .4—�, TYPE B STABILIZATION ILBR 40)112`) IIL—. OPTIONAL BASE GROUP 11(7")(B-12.5 ONLY) O.OZ 902 0.02 Oi D2 TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(2") 8f/, _ fRICTAMI COURSE FC-I2.5(2')(TRAFFIC LEVEL Cl(PG 76-22) EXISTING 1 �,,,♦ EXISTING RECONSTRUCTION (ALTERNATE B) GROUND GROUND GRAVITY WALL(INDEX 6011) STABILIZATION LBR 40 GRAVITY WALL(INDEX 6011) TYPE B STABILIZATION(LBR 40)(12") CONCRETE SIDEWALK CONCRETE SIDEWALK OPTIONAL BASE GROUP 11(12") CURB AND GUTTER(TYPE Fl CURB(TYPE DI TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(3') FRICTION COURSE FC-12.5(2"1(TRAFF(C LEVEL C)(PG 76-22) DROP CURB 34TH STREET DESIGN SPEED = 30 MPH STA 34+08.85 TO STA 35+17.67 DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION(LBR 401(12') OPTIONAL BASE GROUP 1(4")(8-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5") TEMPORARY PAVEMENT OPTIONAL BASE GROUP II(7'1(B-I2.5 ONLY) TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(1.5") `���11111111I , ••% OCj RIBS i'/, __-:'.1;94/1.. 4.....*%-'...a. . -'�. ST fes" M`... :_�� ' s/IONAL,\r%%�• REVISIONS RI88ECK ENGINEERING,INC. STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION 14355 SW 120 STREET,SUITE 205 DEPARTMENT OP TRANSPORTATION NO. MIAMI, 300FLORIDA30OOA 1009 TEL( ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS WIPE C.A.NO.27592 SA AIA MIAMI-DADE 439228.2.58-01 1.3 CARLOB F.RIEBECK,P.E.LICENSE NO.50549 M90N9ue2 5/20/2019 1,10:02 PM 0:\Rosdwjr\TrI5RD3SOl 09, PARKING LANE RECONSTRUCTION (ALTERNATE A) 97W LINE TYPE 8 STABILIZATION(LBR 40)112.) R/W LINE OPTIONAL BASE GROUP I(4")(B-12.5 ONLY) f-5 OF CONSTRUCTION FRICTION COURSE FC-I2.5(1.57(TRAFFIC LEVEL CUM 76-22) -• 91W 25 R/W 25 • BORDER PARKING LANE RECONSTRUCTION (ALTERNATE B) BORDER VIES 6A` TYPE STABILIZATION(LBR 401!12'1 ' 7•TO Ir OPTIONAL BASE GROUP 1( TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5') VARIES VARIES FRICTION COURSE FC-I2.5 U.5'1(TRAFFIC LEVEL MPG 76-221 6' I 0 70 9.S la-IT II' a TO 9.5' • 5 SIDEWALK y PARKING PARKING SIDEWALK ALUMINUM PIPE GUIDERAIL RECONSTRUCTION (ALTERNATE Al (INDEX 870) • �O O17 5 VARIES TO 7 �► TYPE B STABILIZATION(LBR 401027 OPTIONAL BASE GROUP II(7")(8-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(2') I 1.02 r r 0.02 0.05 '' rl FRICTION COURSE FC-12.5 l2h(TRAFFIC LEVEL C)(PG 76-22) f J„I�J l -EXISTING EXISTING J ~�,,,,�����,,,'�i EXIST.WALL GROUND RECONSTRUCTION (ALTERNATE B) GROUND GRAVITY WALL(INDEX 6011) TYPE B STABILIZATION(LBR 40102') CONCRETE SIDEWALK STABILIZATION LBR 40 OPTIONAL BASE GROUP 11(12`) CONCRETE SIDEWALK TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(2") CURB(TYPE DI CURB AND GUTTER(TYPE f) FRICTION COURSE FC-I2.5(2")(TRAFFIC LEVEL C)(PG 76-22) DROP CURB DESIGN SPEED = 30 MPH 33RD STREET - STA 33+03.13 TO STA 33+95.00 DRIVEWAYS AND HARMONIZATION R/W LINE 9/W LINE 5 OF CONSTRUCTION �- TYPE B STABILIZATION(LBR 40)(127 OPTIONAL BASE GROUP I(4`)( -I2.5 R/W 25 .!-- RAN 25 TYPE SF STRUCTURAL COURSE(TRAFFIC LEVEL)C)(1.5') BORDER BORDER VARIES VARIES 7•TO 19 T TO 1r TEMPORARY PAVEMENT VARIES VARIES OPTIONAL BASE GROUP 1117'118-12.5 ONLY) 5 aro 9s• I I I r aro 9,5 s TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)U.5.) SIDEWALK r PARKING - -PARKING SIDEWALK ALUMINUM PIPE GUIDERAIL - VARIESa TO S 0 TOE (INDEX 870) - ALUMINUM PIPE GUIDERAIL #0,5 r_r 0.02 --r4:5..-* .OS mill---1 (INDEX 870) `` 11111111/177 EXISTING � '• , ��„`,,,,,,,,,,P,,,�l ' �GROUND ` ��QS. IB2' �i GRAVITY WALL(INDEX 6011) "7 Cr i$11‘3-:* CONCRETE SIDEWALK STABILIZATION LBR 40 GRAVITY WALL(INDEX 6011) ='k • CURB AND GUTTER(TYPE F) CONCRETE SIDEWALK _ _ CURB AND GUTTER(TYPE Fl DESIGN SPEED = 30 MPH '.0 •• , �� 29TH STREET - STA 29+05.32 TO STA 30+02.49 ��O• 5T � 30TH STREET - STA 30+05.44 TO STA 31+14.50 %) • :.e RiAN1��` 31ST STREET - STA 31+06.99 TO STA 32+11.00 /1//;9/0. �-•‘`\ 32ND STREET - STA 32+05.16 TO STA 34+00,00 /)/IIIIIII(‘k` * 0.02 TO 0.05 AT 38TH STREET REVISIONS MODEM ENGINEERING.INC. STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION 14335 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION NO. 'TEL• 3135 (SOS 3534956 ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS RIPE C.A.N0.27692 SA AMIAMI-DADE 439228-2-58.01 1 ZAM CARLOS F.RISSECK,P.E.LICENSE NO.60543 l,edirywa S/ZO/2AIY 1:10.02 PM k'\Noaawa,\TP5PO3SOI.Ian • PARKING LANE RECONSTRUCTION (ALTERNATE A) R/W LINE R/W LINE TYPE B STABILIZATION(LER 401(12`) 4 OF CONSTRUCTION OPTIONAL BASE GROUP 114")(6-12.5 ONLY) FRICTION COURSE FC-12.5(I.5)(TRAFFIC LEVEL C)(PG 76-22) R/W 225' R/W 22.5' BORDER BORDER PARKING LANE RECONSTRUCTION (ALTERNATE B) VARIES VARIES VARIES VARIES 7'To 11.5' a TO 4.5' 7'To 11.0' TYPE B STABILIZATION(LBR 40)(12') OPTIONAL BASE GROUP I(4) 5 I VARTYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5') IVARIES I FRICTION COURSE FC-12.5(1.5")(TRAFFIC LEVEL MPG 76-22) a TO 6ES 11' Ir aros 5 SIDEWALK( 'ARKIN ',IRKING I SIDEWALK f ALUMINUM PIPE GUIDERAIL (INDEX 8701 RECONSTRUCTION !ALTERNATE(LER401(12')AJ EXIST.WALL (To REMAIN) OPTIONAL BASE GROUP 11(7"1(F-12.5 ONLY) '02 0.05 •.• O.o7 0a5 TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(2") L FRICTION COURSE FC-12.5(2")(TRAFFIC LEVEL C)(PG 76-22) EXISTING-7 `1„♦,,,,,,,,,,f,AVAi \—EXISTING RECONSTRUCTION (ALTERNATE B) GROUND GROUND CONCRETE SIDEWALK STABILIZATION LER 40 GRAVITY WALL(INDEX 6017) nP�BAL BASE STABILIZATION(WR(I1(/27 CONCRETE SIDEWALK GFTYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL OW)CURB AND GUTTER(TYPE F) CURB ANDUTTER(TYPEI FRICTION COURSE FC-I2.5(2'1(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(LER 401112`) OPTIONAL BASE GROUP 1(4'10-12.5 ONLY) TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C10.5') (— TEMPORARY PAVEMENT R/W LINE R/W LINE BUILT UNDER INTERIM PROJECT e OF CONSTRUCTION OPTIONAL BASE GROUP 11(77(13-I2.5 ONLY) FOR INFORMATIONAL USE ONLY TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C1U.5"1 R/W 30 R/W 30' BORDER BR VARIES VARIES 'TO 17 •'TO 13.75 o S 111 I I I 1 I I I7 p 5' I_ VARIES TO II' 16.1s 0'TO P.25 I s No...--..•••' EN S F SIDEWALK I PARKING PARKING ,SIDEWALK �yy�` _ ARIES ALUMINUM PIPEGUIDERAIL0) 1b a7070.5 O'TOF =T O'IIIS • �- (INDEX 8701 y 19,Q2 Q:oS==c= 0.02 ^__1L41 _0.05_�r=- -�. __ 71 .. : NVe .•_':IL,: EXISTING L 1�-\-1,� L1�-L 1.J1 �-L1 LLr`1 1- EXISTING �•V ,J, v\ GROUND GROUND /I)lllll 1�\\\ GRAVITY WALL(INDEX 6011) STABILIZATION LBR 40 CONCRETE SIDEWALK CONCRETE SIDEWALK CURB AND GUTTER(TYPE F) CURB AND GUTTER(TYPE F) 27TH STREET DESIGN SPEED = 30 MPH STA 27+09.98 TO STA 28+00.00 REVISIONS RNN7ECK ENGINEERING,INC. STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION 14335 SW 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION NO. MIAMI,FLORIDA 3M]71N TEL.(305) D73ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS TEL FBPE C.A.NO.27592 1 1 CARLOS F.RIBBECK,P.E.UOENSE NO.50543 SR AIA MIAMI-DADE 439728-1-58-07 ,,9l,I9"ar 5/00/2079 1:10X7 PM X.VIaadwa9\Y1P5003501.00n PARKING LANE RECONSTRUCTION (ALTERNATE A) TYPE B STABILIZATION(LBR 40)(12') OPTIONAL BASE GROUP 114'1(8-12.5 ONLY) FRICTION COURSE FC-12.5(1.5")(TRAFFIC LEVEL C)(PG 76-221 PARKING LANE RECONSTRUCTION (ALTERNATE B) TYPE B STABILIZATION(LBR 40102') OPTIONAL BASE GROUP I(4") TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5") FRICTION COURSE FC-I2.5(1.5")(TRAFFIC LEVEL C)(PG 76-22) RECONSTRUCTION (ALTERNATE A) TYPE B STABILIZATION(LBR 401(12") OPTIONAL BASE GROUP II(P)(8-12.5 ONLY) TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(2.1 FRICTION COURSE FC-12.5(2")(TRAFFIC LEVEL C)(PG 76-22) RECONSTRUCTION (ALTERNATE B) TYPE B STABILIZATION(LBR 401(12'1 OPTIONAL BASE GROUP 11(12') TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(39 FRICTION COURSE FC-12.5(2')(TRAFFIC LEVEL C)(PG 76-22) DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION(LBR 401(12") OPTIONAL BASE GROUP I(4"103-12.5 ONLY) TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(I.5"1 R/W LINE 17 OF CONSTRUCTION SR AIA TEMPORARY PAVEMENT a OF SURVEY SR ALA R/W LINE OPTIONAL BASE GROUP 11(7"1(B-I2.5 ONLY) VARIES _A/W VARIES(18.43 TO 23.251 VARIES(26.74 TO 32.32) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(1.5") 4 TO I6' (.75 BORDER VARIES yygqgqIpg BORDER VARIES 1.30'TO 2.2S MIN. \\\\((I(1I1)11 VARIES 77s TO Ia.16' "\ S• RIB 7j// SHOULDER LANE LANE PARKING SOD SIDEWAL (INDEX 8701 PIPE GUARDRAIL ..,yL�!�`CENSe..7.,f../�j SEAWALL(BUILT BY OTHERS) BUICYCLEl I Q GROUND----\\\\ BICYCLE VARIES V• •• - ELEV S.Z� I- LANE D TO 6' _/fr . =IPOP EXISTING1INDIAN 111700---� 0.02002 GROUNDCREEK Il - -II I P :��` =�,Lr v -I l GRAVITY WALL(INDEX 60111 19,410 �`0�.J... DROP CURB CONCRETE SIDEWALK \\\-_rl. STABILIZATION ERR 40 ' I I SHOULDER 'BARRIER WALL(RETAINING) CURB(TYPE D) TRAFFIC DATA i I CURRENT YEAR = 2015 AADT= 16,000 11 11 ESTIMATED OPENING YEAR = 2019 MDT= 16,900 1 I V ESTIMATED DESIGN YEAR = 2039 MOT= 25.300 � SR A1A/ INDIAN CREEK DRIVE K..9.00%D=99.99% T=4.60%(24 HOUR) '1h DESIGN SPEED = 40 MPH DESIGN SPEED-40 MPH L) -t STA 123+94.77 TO STA 127+85.00 POSTED SPEED=35 MPH LI REVISIONS RIBBECK ENGINEERING.INC. STATS OF FLORIDA DDESCRIPTION DATE DESCRIPTION 14335 8W 120 STREET,SUITE 20$ OBPARTAfBAT OF TRANSPORTATION SHEET NO. "TEL PON 383-591W ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS TEL C A.SSS-6908 _ RIPE C.A.NO.27692 CARLOS F.RIBBECK,P.E.LICENSE NO.50549 SR AIA M/AM!-DADE 439228.1.58-01 10 Ir0011g9.1 5/20/2019 1:1002 PM X'\Rwe,°"Y,VP5R0350140n R/W LINE 9 OF CONSTRUCTION SR AMA PARKING LANE RECONSTRUCTION (ALTERNATE A) E......„..--9 OF SURVEY SR ALA R/W LINE TYPE B STABILIZATION(LBR 40)!12"1 OPTIONAL BASE GROUP I!4"1(B-12.5 ONLY) VARIES _ R/W VARIES(19.32 TO 24.47) A/W VARIES(25.117 TO 30.67) FRICTION COURSE FC-12.5 U.57!TRAFFIC LEVEL CHPG 76-22) S'TO 36' BORDER VARIES BORDER VARIES • ILII .-• 0 PARKING LANE RECONSTRUCTION (ALTERNATE B) VARIES TYPE B STABILIZATION(LBR 401(127 0.0 TO 5.67 VARIES SOD OPTIONAL BASE GROUP 1(47 V II' 11, a TO 6. 6 7 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)U.5") SEAWALL(BUILT BY OTHERS) GROUND 000100 LANE LANE FRICTION COURSE fC-12.5(1.5"1!TRAFFIC LEVEL Cl(PG 76-22) - ELEV 5.7� I eB •" • WALX (1 BICYCLE I I ( LANE PG PARKING Bot • RECONSTRUCTION (ALTERNATE A) INDIAN III 0.02 ., TYPE B STABILIZATION(LBR 40)(I2") CREEK I I I,,,,,,,,,,,,,��,RAT •• OPTIONAL BASE GROUP 11! S OVLY) TT1 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Cll2'J MI4NI.QJ1�-I f' -1 `EXISTING FRICTION COURSE FC-I2.5(27lTRAfFlC LEVEL Cl(PG 76-22) I I I.- GROUND I jJ - SHOULDER BARRIER WALL(RETAINING) RECONSTRUCTION (ALTERNATE B) ----'--...i..). -�� (JNDEK 4101 CONCRETE SIDEWALK II )TYPE B STABILIZATION(LBR 40)(I2 CURB AND GUTTER(TYPE F)I J OPTIONAL BASE GROUP 11(127 II STABILIZATION LBR 40 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1(3"1 71 SR AlA/ INDIAN CREEK DRIVE FRICTION COURSE FC-12.5(2')(TRAFFIC LEVEL C)(PG 76-22) I 11 DESIGN SPEED = 40 MPH STA 112+61.47 TO STA 123+94.77 lI it DRIVEWAYS AND HARMONIZATION TYPE B STABILIZATION(LBR 40)(127 OPTIONAL BASE GROUP 1(47(8-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5"1 9 OF CONSTRUCTION SR A1A TEMPORARY PAVEMENT R/W LINE 9 OF SURVEY SR AlA 11/W LINE A� OPTIONAL BASE GROUP II07(6-12.5 ONLY) VARIES R/W(19.33') _ R/W(30.67') TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5, • 26'7'0 261 - BORDER + BORDER f 2.37 5.67' vl 79.67' %%01%111111,i/, \1\111111111//7/ 6' IF 11' 8.67VTOfII.67',f 0.ES '' O .RIBg�7///� SEAWALL(BUILT BY OTHERS) 5100010E LANE LANE 6' 7 SOD '''''s Q•\••••••• ENS •'•C/�-; GROUND 1 BBKYAE I V• \ 510E 1 ELEV S.7 \ 1 n LANE WALK1 0.•1�� n PGP INDIAN III,' i 0.02 0.02 •"I 0.02 - �5 I. ' •• ` CREEK (ll •• , 1 ////////� I 1 B1iMr�114 SII I , �GROUNDG /j/�/1 • •' ••• `'4�♦ .---1-41-1 l 41-1 STABILIZATION LBA 40 CONCRETE SIDEWALK 111111 III\ I SHOULDER BARRIER WALL(RETAINING) CURB AND GUTTER(TYPE F) I (INDEX 414)• TRAFFIC DATA 1/ CURRENT YEAR . 2015 AADT L. 16,000 I I ESTIMATED OPENING YEAR . 2019 AADT. 16,900 I I SR AlA/ INDIAN CREEK DRIVE ESTIMATED DESIGN YEAR . 2039 AADT. 25.300 t, :it DESIGN SPEED = 40 MPH K-9.00%0=99.99% T.4.60%(24 HOUR) : STA 110+02.19 TO STA 112+61.47 DESIGN SPEED a 40 MPH POSTED SPEED L.35 MPH U P BUILT UNDER INTERIM PROJECT.FOR INFORMATIONAL USE ONLY STA 94+40 TO STA 119+80.77 REVISIONS RIBBECR ENGINEERING.INC- STATE OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION DEPARTMENT OF TRANSPoRTATTON SHEET 14335 SW 120 STREET.SUITE 205NO. MIAMI,TELFLORIDA5)38333186-5909 ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS TEL.C(3A.N .2759 FBPE C.A.+40.27682 SR AIA MIAMI-DAOE 439228-2-58-07 9 CARLOS F.RIBBECR,P.E.LICENSE NO.50549 I/o411puez 5/300019 1'2001 14 I"SF0Wwfl\TVISRD350I49" PARKING LANE RECONSTRUCTION (ALTERNATE Al r R/W LINE- [OF CONSTRUCTION SR AIA R/W LINE � E......„„..-11 OF SURVEY SR AM TYPEB STABILIZATION!CBR 40)fl2'J OPTIONAL BASE GROUP I(4'1(6-12.5 ONLY) FRICTION COURSE FC-12.5 a.5'1(TRAFFIC LEVEL MPG 76-221 VARIES R/W VARIES(19.33 TO 24.42) R/W VARIES(25.10 TO 30.67') S TO 36' - BORDER VARIES BORDER VARIES PARKING LANE RECONSTRUCTION (ALTERNATE B) 1.64 TO 10.11' 12.80 TO 12 VARIES TYPE B STABILIZATION(LBR 40102") OPTIONAL BASE GROUP 114'9 0.0 TO 5.67 VARIES5�9. TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(I.5) 6' 77 11' 0 To 6S B E. FRICTION COURSE FC-12.5(1.5'1(TRAFFIC LEVEL C)(PG 76-221 SEAWALL((BUILT 2221461.2-\ 5NUULDElJ LANE LANE VARIES GID( ' BUILT UNDER INTERIM PROJECT BY OTNERSI I 5UfFERED 0 TO B' WµK FOR INFORMATIONAL USE ONLYn BICYC , �--L III LANtE PARKIN RECONSTRUCTION (ALTERNATE Al oh 1 I t PG INDIAN 1111' I 60.02 0.02 I TYPE B STABILIZATION ECRB 401112`1 OPTIONAL BASE GROUP II(7")(B-I2.5 ONLY) CREEK I I I I _ _ J 1- TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(2`) 11)ik r l?Ll�_ 1I I I IL 1-.L 1 J_L 1 JT ,,,,2„��i EXISTING FRICTION COURSE FC-12.5!2')(TRAFFIC LEVEL C)(PG 76-22) IO I I I I\-L CONCRETE SIDEWALK RECONSTRUCTION (ALTERNATE Bl --"r1 CURB AND GUTTER(TYPE F) TYPE B STABILIZATION(CBR 4O)II2') I I I STABILIZATION LBR 40 OPTIONAL BASE GROUP II(12`) I 1 SHOULDER BARRIER TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL MY) I, W(IADErRX ETAAINING) FRICTION COURSE FC-I2.5 f2')(TRAFFIC LEVEL C)(PG 76-22) 1 • I I I li SR AM/ INDIAN CREEK DRIVE T -�- DESIGN SPEED = 40 MPH Li -t STA 107+60.44 TO STA 110+02.19 DRIVEWAYS AND HARMONIZATION LiL TYPE B STABILIZATION(LBR 40)(12") OPTIONAL BASE GROUP 1(4'1(8-12.5 ONLY) TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL cuts') r- 2 OF CONSTRUCTION SR AMA RAV LINE 5 OF SURVEY SR AIA R/W LINE � TEMPORARY PAVEMENT VARIES RIW VARIES(19.34'TO 10.94') 30.67) It TO 20 --- w- (19.34' OPTIONAL BASE GROUP II(7')18-12.5 ONLY) BORDER VARIE► TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(1.5') BORDER VARIES 11.75'TO 19.671 237 0.9Z TO 5.67' 6' )1' VARIES VARIES 71' 0 TOO, 6'TO II' SEAWALL(BUILT 'PARKING SIDEWALK BY OTHERS) GROUND Snout DER LANE LANE ,111111()L ELEV 5.2 I BUFFFRED VARIES �� //// n -L IJI LANE !(aro. \�\‘‘S( 15 .� „ BUILT UNDER INTERIM PROJECT I� I I` 001 PGP-\,_ I 0.01 �O ,� FOR INFORMATIONAL USE ONLY �7 _-_- _ \� \ INDIAN 1111 1 0.01 �_ 0.02 -_ 1�. v. 0.02 = '/ - CREEK 11 L Z F=-_-� ,S, 11/ / / / / / / / / / / / / / /-VL _L.I EXISTIN6� MIL WrB.1)�-i r ;J_LAJ_L1J LL1J_L1 _LT" GROUND _ cc.:. W- II III I I DROP CURB I . .� CONCRETE SIDEWALK i"� P!-`U. I I SHOULDER BARRIER WALL(RETAINING) CURB(TYPE DI S{y^ F I ': (INDEX 410). v v) I• S \.. \` I STABILIZATION LBR 40 //11�1111�� II TRAFFIC DATA .44,1 11 CURRENT YEAR . 20)5 AADT- 16,000 4SR AIA/ INDIAN CREEK DRIVE ESTIMATED OPENING YEAR .. 1019 AADT- 16,900 ll TI DESIGN SPEED = 40 MPH ESTIMATED DESIGN YEAR - 2039 MDT R, 25.300L LI STA 103+33.07 TO STA 107+60.44 K••9.00%0..99.99% T>.4.60%(24 HOUR) DESIGN SPEED=40 MPH POSTED SPEED*.35 MPH *BUILT UNDER INTERIM PROJECT,FOR INFORMATIONAL USE ONLY STA 94+40 TO STA 119+80.77 REVISIONS RISEECK ENGINEERING,INC. STATE OF FLORIDA SHEET DATE DESCRIPTION DATE OESCRIPYION 14355 835120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION r��/ .may NO. MTEL.,FLORIDA78188 909 ROAD NO. COUNTY FINANCIAL PROJECT ID' TYPICAL PJICAL SECTIONS TEL.1FLORI306) A 331 HOPE C.A.NO.27692 8 CARLOS F.RISSECK,P.E.LICENSE NO.50543 SR AIR MIAMI-DADE 439218-1-58-01 Ire4,i.7., 5/20/7019 1.10'01 PN I Roapxiy\YYPSR03501.0.1 r TRAFFIC DATA ��t OF CONSTRUCTION 5A AIA RIM LINE ve„..--e OF SURVEY Sq AIR CURRENT YEAR 1015 AADT 16.000 • ESTIMATED OPENING YEAR = 2019 AMT= 16,900 R/W VARIES(19.34'TO 23.24'1 ESTIMATED DESIGN YEAR = 2039 AADT= 25.300 ••• BORDER R/W VARIES(30.67 TO 713.431 a- K=9.00%D=99.99% T=4.60%(24 HOUR) 71'TO 3a BORDER VARIES DESIGN SPEED=40 MPH BORDER_ '.. 8.a TO 19.67 POSTED SPEED=35 MPH 2.33 I 5.67 VARIES VARIES 6 11' _. 17' _ 0 TO 17 6'TO 17.33 ` SNOROER/ LANE LANE TURN LANE SIDEWALK UFF BUILT UNDER INTERIM PROJECT BICECLEERED FOR INFORMATIONAL USE ONLY SEAWALL(BUILT BY OTHERS)--.....\\.,.._. LANE f ELGROUND7� 1 1 I y I�RAY LINE I C I` I T{ CREINDIEK III,t I __10.05 II RI-0.05JGP VAR/ES `\.0%1 111111/,,, I I I I -_- __-_ 10.05 TO.0.051 (-0.3OF 0.051 0.02 _T-1�, ��N\��s• =F /2,� MHW=01LSZ_�/� IJ 6� L1J_L1J L1J_L1 j J % -� ��___ __ �.+T\ QQ'- \'fir •C/r�C,� L1_ J_L11 `EXISTING GROUND ) �-, � � , CONCRETE SIDEWALK ` e ; LY- 11 1 SHOULDER (IHOULX ER BARRIER WALL(RETAINING) CURB AND GUTTER(TYPE F) - E 7'L!1 / STABILIZATION LBR 40) -1 '•`. SR A1A/ INDIAN CREEK DRIVE �'/ �N��-��� �ISTA 100+41.04 TO STA 103+33.07 /JI/IIII1II1`\ ilt L LI B OF CONSTRUCTION SR ALA Q OF SURVEY SR AIR � LINE �_ VARIES 11.51'TO I7.31', ✓ � R/W LINE R/W VARIES(23.24'TO 30871 - R/W VARIES(54.14 TO 123.43) _ LIMITS OF MILLING BUILT UNDER INTERIM PROJECT 10.75' BORDER VARIES 'I.FRICTION COURSE ONLY BORDER VARIES FOR INFORMATIONAL USE ONLY \ - - 10.77'TO 16.93 11.5'TO 24.0 VARIES VARIES , VARIES VARIES VARIES 6'TO 7.5' 0 TO 7.5; 11' _ 11' I 11' I I'TO 14'__ a TO 11' 10'TO 19_ , VARIES SIDEWALK LANE LANE r LANE LANE LANE -SIDEWALK I 0 TO 7 1�00, SEAWALL(BUILT I 0'TO 9 ///��� VARIES ` BY OTHERS) GROUND (' a TO 4 / \ _ a TO 9.5' I FC -FLFV 5.71 I II PARKING A PARKING L---- �' VPGP CROWN _--- INDIAN 11-1, [11 _0.01_ 0.05 1.0. X0.02 0.01 0.02 0.03-O.OS 0.02 _."111111111111 CREEK III .-- _-___ 7 _ __ _ Ill'II L ______EXIST.SP�__ SP MHW5.11_$L_' I L____-______ /:2 _-_MILL 3"DEPTH L � M CURB AND GUTTER(TYPE F) __ CURB AND GUTTER F(TYPE F) OVERLAP DETAIL _ --�� SEE OVERLAP DETAIL 1 I SHOULDER RIO) PARKING WALL lRETAININGI PARKING LANE RECONSTRUCTION I1 I 1 I TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Oar AVG.) TRAFFIC DATA �l FRICTION COURSE FC-12.5 lLSh(TRAFFIC LEVEL MPG 76-22) CURRENT YEAR = 2016 AMT= 26,000 4:FRICTION COURSE FC-12.5(2') MILLING ESTIMATED OPENING YEAR 2019 AADT- 26,500 (TRAFFIC LEVEL C)(PG 76-22) MILL I'AVG.THICKNESS ESTIMATED DESIGN YEAR = 2039 AADT= 29,000 LI LI J K=9.00%0-54.5% T-20.2%(24 HOUR) RESURFACING DESIGN SPEED=30 MPH POSTED SPEED=30 MPH SR AlA/ COLLINS AVE +K11 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CIO'AVG.) STA 94+40.00 TO STA 100+41.04 FRICTION COURSE FC-12.5(2")(TRAFFIC LEVEL C)(PG 76-22) REVISIONS RISSECK ENGINEERING,INC. STATE OP FLORIDA SHEET DATE DESCRIPTION DATE _ 0ESCRIPT10N 14336 SW 120 STREET,SUITE 206 DEPARTMENT OP TRANSPORTATION NO. MIANI,FLORIDA 3a136ROAD NO. COUNTY FINANCIAL PROJECT ID TYPICAL SECTIONS TEL(306)353.6905 FBPE C.A.430.17692 SR AIA MIAMI-DADS 439228-2-58-01 7 CARLOS F.RIESECK,P.E.LICENSE No.60643 ,,ee.,ew: IJ01711H 1.1041 n K:\Ree4.IY\YYP1R0310l41e EXHIBIT"A2"SCHEDULE OF VALUES FOR PHASE I,II&III SCHEDULE OF VALUES FOR PHASE 1 Indian Creek Project Push Button ITE ITEM TOTAL UNIT TOTAL M DESCRIPTION DESCRIPTION QTY UNIT PRICE PRICE Reimbursable Fees Reimbursable fees will be paid to the contractor for the actual cost,without mark-up,for which a receipt or bill is received.The Adjustment Factor applied to Reimbursable Fees will be 1.0750.The labor cost involved in obtaining all permits is in the Adjustment Factor.The base cost of the Reimbursable Fee is $1.00.The quantity used will adjust the base cost to the actual 980 EA $1.08 $1,053.50 Reimbursable Fee(e.g.quantity of 125=$125.00 Reimbursable Fee).If there are multiple Reimbursable Fees,each one shall be listed separately with a comment in the"note"block to identify the Reimbursable Fees 1 MOBILIZATION (e.g.sidewalk closure,road cut, various permits,extended warrantee,expedited shipping costs,etc.).A copy of each receipt shall be included with the Proposal. Equipment Delivery,Pickup, Mobilization And Demobilization Using A Tractor Trailer With Up To 53'Bed Includes delivery of equipment, off loading on site,rigging, dismantling,loading and transporting away.For 7 EA $480.30 $3,362.08 equipment such as bulldozers, motor scrapers,hydraulic excavators,gradalls,road graders,loader-backhoes,heavy duty construction loaders, tractors,pavers,rollers,bridge finishers,straight mast construction forklifts, Page 21 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 telescoping and articulating boom manlifts with>40'boom len!the etc. Trailer Mounted Arrow Board 176 MO $47.72 $8,398.02 Temporary Crash Cushion Per 1 EA $1,550.77 $1,550.77 Location Concrete Barrier Wall 12.5 Feet 620 MO $82.24 $50,987.89 instead of Type K-Barrier Laborer Tasks in the CTC include appropriate costs to LITTER cover labor.These tasks will be 264 HR $30.88 $8,153.42 REMOVAL requested specifically by the owner for miscellaneous work not covered in the CTC. 18"Bell And Spigot,Smooth Interior,Double Wall, 134 LF $22.49 $3,013.15 Corru:ated HDPE Pi•e PIPE 24"Bell And Spigot,Smooth 4 INSTALLATION Interior,Double Wall, 359 LF $31.74 $11,395.76 Corru:ated HDPE Pi•e 8'x 24'Trench Box With Up To 3 MO $2,249.43 $6,748.28 48" Spreaders ' $L/.#.#iO,1 L DRAINAGE 2,400 LB Capacity,72"Wide, STRUCTURES/PI Skid-Steer Loader(Bobcat)With 3 MO $10,637.33 $31,911.98 PE Full-Time O•erator INSTALLATION/ 2,400 LB Capacity,72"Wide, LITTER Skid-Steer Loader(Bobcat)With 1.5 MO -$8,513.27 -$12,769.91 REMOVAL Full-Time O•erator Modifier 25,000 GPH,3"Discharge,90' Maximum Head,Gas Powered 6 MO $793.28 $4,759.67 DRAINAGE Portable Trash Pump 6 STRUCTURES/PI 3"Inside Diameter,20'Length, 3 MO $191.04 $573.13 PE Suction Hose With Couplings INSTALLATION 6"Inside Diameter,20'Length, 3 MO $281.19 $843.57 Suction Hose With Couplings Page 23 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 3"Inside Diameter,50'Length, 3 MO $117.60 $352.79 Discharge Hose With Couplings 6"Inside Diameter,50'Length, 3 MO $354.64 $1,063.91 Discharge Hose With Couplings 4'Diameter x 8'Deep,FDOT 5 EA $2,469.12 $12,345.62 Type P Structure Bottom Native Clean Fill Soil/Dirt 1460 CY $19.54 $28,527.96 Common #57 Stone Aggregate Fill(#4 To 469 CY $44.17 $20,717.18 Over 12"Wide,Excavation for 2004 CY $4.32 $8,653.87 Trenching by Machine in Soil For Excavation In Heavy/Wet 2004 MOD $1.73 $3,466.33 Material(Class C),Add For>1,000,Deduct 2004 MOD -$1.30 -$2,605.72 Shoring For 15'Excavation,22 PSF Steel Sheeting,Pull And 10 TON $1,429.83 $14,298.34 Salvage For Lightweight Steel Sheeting 10 MOD $372.78 $3,727.81 8.6 And 9.2 PSF,Add Superpave Traffic C,SP-12.5 301 TON $146.32 $44,042.65 >3"To 6"By Machine,Break- up And Leave In Place 783 SY $5.54 $4,333.95 Bituminous Paving For>500 To 1,000,Deduct 783 MOD -$0.55 -$429.66 >3"To 6"By Machine,Break- up And Remove Welded Wire 562 SY $15.17 $8,527.61 Reinforced Concrete Paving 1/2 CY Hydraulic Excavator 3 MO $13,323.14 $39,969.43 With Full-Time Operator 1/2 CY Hydraulic Excavator With Full-Time Operator 1.5 MO -$8,256.49 -$12,384.74 Modifier 2-1/2 To 2-7/8 CY Hydraulic Excavator With Full-Time 3 MO $24,381.03 $73,143.08 Operator 2-1/2 To 2-7/8 CY Hydraulic Excavator With Full-Time 1.5 MO -$8,256.49 -$12,384.74 Operator Modifier 2-1/2 CY, 119 HP,Heavy Duty Construction Loader With Full- 3 MO $14,340.40 $43,021.20 Time Operator 2-1/2 CY, 119 HP,Heavy Duty Construction Loader With Full- 1.5 MO -$8,256.49 -$12,384.74 Time Operator Modifier Page 24 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Test,Entry/Exit Pit Excavation, Backfill And Compaction,By 100 CY $100.13 $10,013.20 Machine,Paved Areas-Arterial and State Roads Production Cold Milling Of 806 SY $2.43 $1,961.41 As•halt U. To 3"De.th 1"x 8'x 16'Steel Plate 24 MO $477.12 $11,450.98 8'x 8'Manhole Box 3 MO $1,265.31 $3,795.93 Portable Sediment Tank 3 MO $339.09 $1,017.28 For Each Additional VLF,Add 19 MOD $266.40 $5,061.57 7 DRAINAGE Inlet,Curb Type P-9,<10' 1 EA $3,373.02 $3,373.02 STRUCTURES Inlet,Curb Type P-5,<10',Alt 1 EA $3,756.31 $3,756.31 G-Grate Inlet,Curb Type P-6,<10',Alt 1 EA $4,752.89 $4,752.89 G-Grate 8"Thick Reinforced Concrete 54 SF $27.47 $1,483.51 Wall Cutouts,<24 SF ,T . ,' . 9 TOTAL FOR PHASE I (INDIAN CREEK $546,385.85 kaamilaika— SCHEDULE OF VALUES FOR PHASE 2 Indian Creek Project 25th to 32th ITE ITEM criptioii Total Unit Unit Total Price M DESCRIPTION Qty Price Reimbursable FeesReimbursable fees will be paid to the contractor for the actual cost, without mark-up,for which a receipt or bill is received.The Adjustment Factor applied to Reimbursable Fees will be 1.0750.The labor cost involved in obtaining all permits is in the Adjustment Factor.The base 9 MOBILIZATION cost of the Reimbursable Fee is 635 EA $1.08 $682.63 $1.00.The quantity used will adjust the base cost to the actual Reimbursable Fee(e.g.quantity of 125=$125.00 Reimbursable Fee).If there are multiple Reimbursable Fees,each one shall be listed separately with a comment in the"note"block to identify the Reimbursable Fees (e.g.sidewalk closure,road cut, various permits,extended Page 25 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 warrantee,expedited shipping costs,etc.).A copy of each receipt shall be included with the Proposal. Reimbursable FeesReimbursable fees will be paid to the contractor for the actual cost, without mark-up,for which a receipt or bill is received.The Adjustment Factor applied to Reimbursable Fees will be 1.0750.The labor cost involved in obtaining all permits is in the Adjustment Factor.The base cost of the Reimbursable Fee is $1.00.The quantity used will adjust the base cost to the actual 70000 EA $1.08 $75,250.00 Reimbursable Fee(e.g.quantity of 125=$125.00 Reimbursable Fee).If there are multiple Reimbursable Fees,each one shall be listed separately with a comment in the"note"block to identify the Reimbursable Fees (e.g.sidewalk closure,road cut, various permits,extended warrantee,expedited shipping costs,etc.).A copy of each receipt shall be included with the Proposal. Page 26 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Reimbursable FeesReimbursable fees will be paid to the contractor for the actual cost, without mark-up,for which a receipt or bill is received.The Adjustment Factor applied to Reimbursable Fees will be 1.0750.The labor cost involved in obtaining all permits is in the Adjustment Factor.The base cost of the Reimbursable Fee is $1.00.The quantity used will adjust the base cost to the actual 5747 EA $1.08 $6,178.03 Reimbursable Fee(e.g.quantity of 125=$125.00 Reimbursable Fee).If there are multiple Reimbursable Fees,each one shall be listed separately with a comment in the"note"block to identify the Reimbursable Fees (e.g.sidewalk closure,road cut, various permits,extended warrantee,expedited shipping costs,etc.).A copy of each receipt shall be included with the Proposal. Reimbursable FeesReimbursable fees will be paid to the contractor for the actual cost, without mark-up,for which a receipt or bill is received.The Adjustment Factor applied to Reimbursable Fees will be 1.0750.The labor cost involved in obtaining all permits is in the Adjustment Factor.The base cost of the Reimbursable Fee is $1.00.The quantity used will adjust the base cost to the actual 25000 EA $1.19 $29,822.50 Reimbursable Fee(e.g.quantity of 125=$125.00 Reimbursable Fee).If there are multiple Reimbursable Fees,each one shall be listed separately with a comment in the"note"block to identify the Reimbursable Fees (e.g.sidewalk closure,road cut, various permits,extended warrantee,expedited shipping costs,etc.).A copy of each receipt shall be included with the Proposal. Page 27 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 LaborerTasks in the CTC include appropriate costs to cover labor.These tasks will be 1984 HR $30.88 $61,274.22 requested specifically by the owner for miscellaneous work not covered in the CTC. LaborerTasks in the CTC include appropriate costs to cover labor.These tasks will be 160 HR $30.88 $4,941.47 requested specifically by the owner for miscellaneous work not covered in the CTC. LaborerTasks in the CTC include appropriate costs to cover labor.These tasks will be 550 HR $30.88 $16,984.00 requested specifically by the owner for miscellaneous work not covered in the CTC. LaborerTasks in the CTC include appropriate costs to cover labor.These tasks will be 704 HR $30.88 $21,742.46 requested specifically by the owner for miscellaneous work not covered in the CTC. LaborerTasks in the CTC include appropriate costs to cover labor.These tasks will be 120 HR $30.88 $3,706.10 requested specifically by the owner for miscellaneous work not covered in the CTC. Pipe LayerTasks in the CTC include appropriate costs to cover labor.These items will be 992 HR $36.61 $36,317.22 requested specifically by the owner for miscellaneous work not covered in the CTC. Pipe LayerTasks in the CTC include appropriate costs to cover labor.These items will be 1080 HR $36.61 $39,538.91 requested specifically by the owner for miscellaneous work not covered in the CTC. Pipe LayerTasks in the CTC include appropriate costs to cover labor.These items will be 248 HR $36.61 $9,079.28 requested specifically by the owner for miscellaneous work not covered in the CTC. Page 28 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Investigating Engineer Or Specialty ConsultantFor special investigatory engineering 262 W $95.43 $25,003.18 requirements or other miscellaneous professional services. Equipment Delivery,Pickup, Mobilization And Demobilization Using A Tractor Trailer With Up To 53' BedIncludes delivery of equipment,off loading on site, rigging,dismantling,loading and transporting away.For equipment such as bulldozers, motor scrapers,hydraulic excavators,gradalls,road 8 EA $480.30 $3,842.38 graders,loader-backhoes,heavy duty construction loaders, tractors,pavers,rollers,bridge finishers,straight mast construction forklifts, telescoping boom rough terrain construction forklifts, telescoping and articulating boom manlifts with>40'boom lengths,etc. Equipment Delivery,Pickup, Mobilization And Demobilization Using A Tractor Trailer With Up To 53' BedIncludes delivery of equipment,off loading on site, rigging,dismantling,loading and transporting away.For equipment such as bulldozers, motor scrapers,hydraulic excavators,gradalls,road 30 1:A $480.30 $14,408.92 graders,loader-backhoes,heavy duty construction loaders, tractors,pavers,rollers,bridge finishers,straight mast construction forklifts, telescoping boom rough terrain construction forklifts, telescoping and articulating boom manlifts with>40'boom lengths,etc. Page 29 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Equipment Delivery,Pickup, Mobilization And Demobilization Using A Tractor Trailer With Up To 53' BedIncludes delivery of equipment,off loading on site, rigging,dismantling,loading and transporting away.For equipment such as bulldozers, motor scrapers,hydraulic excavators,gradalls,road 12 EA $480.30 $5,763.57 graders,loader-backhoes,heavy duty construction loaders, tractors,pavers,rollers,bridge finishers,straight mast construction forklifts, telescoping boom rough terrain construction forklifts, telescoping and articulating boom manlifts with>40'boom lengths,etc. 2 Person Survey Crew(Unit Of Measure Is Per Crew Hour Worked)Includes surveyor, 10 HR $191.33 $1,913.29 rodman,equipment and instruments. 2 Person Survey Crew(Unit Of Measure Is Per Crew Hour Worked)Includes surveyor, 400 HR $191.33 $76,531.69 rodman,equipment and instruments. SweeperNacuum/Sprayer For 8613 MSF $13.07 $112,607.95 Parking Lots,Streets And Roads 20 CY Dumpster(3 Ton) "Construction Debris"Includes delivery of dumpster,rental cost, 32 EA $503.40 $16,108.92 pick-up cost,hauling,and disposal fee.Non-hazardous material. Hauling On Paved Roads,First 32885 CYM $0.60 $19,614.26 15 Miles Professional Engineer Registered in the State of FloridaProfessional Engineering 520 EA $89.47 $46,523.10 Services are to be used only as directed by the Owner.These services are used for Page 30 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 investigational services and not for AE design services.2 hour minimum. 25'High Aluminum Roadway 17 EA $174.59 $2,968.08 Pole, 1 - 12'Truss Arm-Demo 30 CY Dumpster(4 Ton) 1 736.00 $736.00 MOD-Excess of 4 Tons 2'42 71.30 $172.55 25 $ $27,275.75 40 CY Dumpster(5 Ton) 1,091.03 MOD-Excess of 5 Tons 80 90.36 $7,228.80 Clean Out Debris From Entrance 60 EA $104.27 $6,256.28 To Inlet Structure Vacuum Out 3 To 10 Catch Basins Or Manholeslncludes 10 EA $774.84 $7,748.36 vacuum pump equipment. Vacuum Out 3 To 10 Catch Basins Or Manholeslncludes 60 EA $774.84 $46,490.16 vacuum pump equipment. 2,000 Gallon Water Truck With 8 MO $11,505.6 $92,045.02 Full-Time Operator 3 For Equipment Without 4 MOD -$7,093.33 -$28,373.32 Operator,Deduct 21,000 Gallon(500 BBL),Steel, Open,Stationary,Above Ground 9 MO $1,967.69 $17,709.20 Temporary Holding Tanks, Monthly Rental South Florida Elec(Misc repairs,temp lighting,poles and 1 LS $93,240.0 $59,673.60 boxes modification,office 0 trailer hook up)Quote attcahed Page 31 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Flagperson For Traffic Control 528 HR $30.88 $16,306.85 Safety Tape For Area Isolation 10 CLF $6.53 $65.25 Channelizer Drum 100000 DAY $1.62 $162,234.40 Type III Barricade,>5'To 10' Wide With Three Reflective 7500 DAY $4.91 $36,860.62 Rails Concrete Barrier Wall 12.5 Feet 5500 MO $82.24 $452,311.89 Instead of Water Filled Barrier 10 MAINTENANCE Aluminum Sign And A frame 49500 MO $3.61 $178,917.11 OF TRAFFIC Trailer Mounted Arrow Board 550 MO $47.72 $26,243.80 Trailer Mounted Message Board 300 MO $119.28 $35,783.42 Place And Remove Plastic Water Barrierincludes water.If 650 EA $21.84 $14,197.30 lifting equipment is not available on site, Temporary Crash Cushion Per 3 EA $1,550.77 $4,652.31 Location Concrete Barrier Wall 12.5 Feet 2500 MO $82.24 $205,596.32 instead of Type K Barrier Mounting On Ground With Baselncludes bolts and drilling 15 EA $42.20 $633.07 for bolts. Chain Link Fence from 27th to 1500 EA $25.00 $37,500.00 33rd Street x'1,1' 1,32.3 Collect Existing Debris And 11 CLEARING AND Load Into Truck Or 500 CY $9.23 $4,616.52 GRUBBING DumpsterPer CY of debris removed. Load Excess Material For Removal For Roadways,Parking 6324 CY $3.64 $23,008.89 Areas,Landscaping and Embankments by Machine DRAINAGE STRUCTURES/P For>1,000,Deduct 6324 MOD -$0.55 -$3,470.19 12 IPE Shoring For 15'Excavation,22 INSTALLATION PSF Steel Sheeting,Pull And 40 TON $1,429.83 $57,193.35 /ECO VAULT Salvage For Lightweight Steel Sheeting 40 MOD $372.78 $14,911.25 8.6 And 9.2 PSF,Add Production Cold Milling Of 2924 SY $2.43 $7,115.60 Asphalt Up To 3"Depth Page 32 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 1"x 8'x 16'Steel Plate 144 MO $477.12 $68,705.89 1/2 CY Hydraulic Excavator $13,323.1 With Full-Time Operator 20 N10 4 $266,462.84 For Equipment Without 9 MOD -$8,256.49 -$74,308.41 Operator,Deduct 2-1/2 To 2-7/8 CY Hydraulic $24,3 Excavator With Full-Time 8 MO '3 $195,048.22 Operator For Equipment Without 4 MOD -$8,256.49 -$33,025.96 Operator,Deduct 4To 5 3/4 CY Hydraulic $34,7 Excavator With Full-Time 5 MO '7 $173,608.35 Operator 3-1/2 CY, 119 HP,Heavy Duty $15,203.1 Construction Loader With Full- 11 MO 6 $167,234.76 Time Operator For Equipment Without 1 MOD -$8,256.49 -$8,256.49 Operator,Deduct 8'x 24'Trench Box With Up To 8 MO $2,249.43 $17,995.42 48" Spreaders For Spreaders>84"To 120", 44 MO $337.41 $14,846.12 Add 25,000 GPH,3"Discharge,90' Maximum Head,Gas Powered 16 MO $793.28 $12,692.46 Portable Trash Pump 25,000 GPH,3"Discharge,90' Maximum Head,Gas Powered 4 MO $793.28 $1,523.09 Portable Trash Pump 156,000 GPH,6"Discharge, 160'Maximum Head,Diesel 8 MO $3,574.41 $28,595.24 Powered Portable Trash Pump 136,800 GPH,6"Discharge, 158'Maximum Head,Diesel 8 MO $3,985.04 $31,880.30 Powered Portable Silenced Environmental Trash Pump 136,800 GPH,6"Discharge, 158'Maximum Head,Diesel 10 MO $3,985.04 $39,850.38 Powered Portable Silenced Environmental Trash Pump Page 33 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 3"Inside Diameter,20'Length, 8 MO $191.04 $1,528.34 Suction Hose With Couplings 3"Inside Diameter,20'Length, 5 MO $191.04 $955.20 Suction Hose With Couplings 6"Inside Diameter,20'Length, 8 MO $281.19 $2,249.52 Suction Hose With Couplings 6"Inside Diameter,20'Length, 8 MO $281.19 $2,249.52 Suction Hose With Couplings 6"Inside Diameter,20'Length, 6 MO $281.19 $1,687.14 Suction Hose With Couplings 3"Inside Diameter,50'Length, 8 MO $117.60 $940.77 Discharge Hose With Couplings 3"Inside Diameter,50'Length, 6 MO $117.60 $705.58 Discharge Hose With Couplings 6"Inside Diameter,50'Length, 8 MO $354.64 $2,837.10 Discharge Hose With Couplings 6"Inside Diameter,50'Length, 72 MO $354.64 $25,533.90 Discharge Hose With Couplings Test,Entry/Exit Pit Excavation, Backfill And Compaction,By 100 CY $100.13 $10,013.20 Machine,Paved Areas-Arterial and State Roads >9"To 14"By Machine,Break- up'And Leave In Place Concrete 325 SY $19.40 $6,303.88 Paving >3"To 6"By Machine,Break- up And Remove Welded Wire 867 SY $15.17 $13,155.59 Reinforced Concrete Paving Break-Up And Remove Up to 6" x 24"Concrete Curb And Gutter 5500 LF $4.78 $26,309.41 By Machine Saw Cut Bituminous Paving Up 244 LF $1.34 $326.00 To 4"Depth Load And Haul Up To 15 Miles Non Burnable Right Of Way To 4500 TON $54.01 $243,065.30 Designated Area Native Clean Fill Soil/Dirt- 8500 CY $19.54 $166,087.47 Common Page 34 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 #57 Stone Aggregate Fill(#4 To 3600 CY $44.17 $159,023.12 1") Aggregate PlacementIncludes Spreading,Grading,Compaction 4400 CY $22.00 $96,787.13 Rolling Over 12"Wide,Excavation for 15300 CY $4.32 $66,069.96 Trenching by Machine in Soil For Excavation In Heavy/Wet 15300 MOD $1.73 $26,464.48 Material(Class C),Add For>1,000,Deduct 15300 MOD -$1.30 -$19,894.00 Over 12"Wide,Excavation for 1700 CY $4.32 $7,341.11 Trenching by Machine in Soil Backfilling or Placing Subbase for Trenches with Imported or 15454 CY $2.00 $30,970.93 Stockpiled Materials by Machine For>1,000,Deduct 15454 MOD -$0.60 -$9,217.54 Backfilling or Placing Subbase for Trenches with Imported or 2610 CY $2.00 $5,230.63 Stockpiled Materials by Machine For>1,000,Deduct 2610 MOD -$0.60 -$1,556.73 >100'To 250'In Length Well Point System Delivery, 4000 LF $31.18 $124,729.62 Installation And Removal Initial Set Up For"Crawler" Video Camera Inspection,4" And Larger Diameter Pipe Or CulvertCrawlers are generally 30 EA $925.96 $27,778.94 remotely operated vehicles (ROVs)for longer distances (over 300')and for larger diameters(4?and larger). >12"To 21"Diameter Pipe Inspection,Pre-Rehabilitation 500 LF $3.85 $1,926.53 PhaseCCTV inspection of pipe interior. >21"To 30"Diameter Pipe Inspection,Pre-Rehabilitation 400 LF $3.85 $1,541.23 PhaseCCTV inspection of pipe interior. Laser Profile 550 LF $3.85 $2,119.19 Valve Box Upper And Lower 3 EA $76.62 $229.86 Section Valve Box Cover"Water" 3 EA $12.07 $36.22 10"Geotextile Filter Fabric Sock 220 LF $1.59 $349.04 Page 35 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 LaborerTasks in the CTC 1800.00 HR $30.88 $55,591.53 LaborerTasks in the CTC include appropriate costs to cover labor.These tasks will be 500.00 HR $30.88 $15,440.00 requested specifically by the owner for miscellaneous work not covered in the CTC. Pipe LayerTasks in the CTC include appropriate costs to cover labor.These items will be 700.00 $25,627.07 requested specifically by the owner for miscellaneous work $ not covered in the CTC. HR 36.61 Pipe LayerTasks in the CTC include appropriate costs to cover labor.These items will be 150.00 $5,491.50 requested specifically by the owner for miscellaneous work $ not covered in the CTC. HR 36.61 2-1/2 To 2-7/8 CY Hydraulic 5.00 $121,905.14 Excavator With Full-Time $ Operator MO 24,381.03 2-1/2 CY, 119 HP,Heavy Duty Construction Loader With Full- 5.00 $ $71,702.00 Time Operator MO 14,340.40 24"Bladder Type Pipe Plug 9.00 EA 281.50 $2,533.50 72"Bladder Type Pipe Plug 12.00 $ $60,419.52 (NPP) WK 5,034.96 >1,000 To 2,000 Gallon Tank, Load,Transport,And Dispose 170.00 $135,047.97 Of Tank At Disposal Facility Or $ Transfer Station* LD 794.40 6"Thick FDOT Limerock 40.00 SY 25.92 $1,036.87 For Up To 500,Add 40.00 MOD 5.74 $229.51 Finish Grade Roadway,Parking Areas,Landscaping And 40.00 $ $21.00 Embankments By Machine SY 0.52 3.00 $14,361.14 Structural Shapes,Steel Plate $ A36 Structural Steel TN 4,787.05 Structural Shapes,Steel Plate 2,45 $ $11,728.27 A36 Structural Steel TN 4,787.05 Page 36 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 include appropriate costs to cover labor.These tasks will be requested specifically by the owner for miscellaneous work not covered in the CTC. Fence Repair @ 2600 Bldg 1.00 $ $916.13 (NPP) EA 916.13 4"x 8"x 2-1/4"Brick Paver 929.47 EA $1.28 $1,186.38 Demo 4"x 8"x 2-1/4"Brick paver 929.47 EA $2.56 $2,383.84 Install(L/E Only) MOD: For 2-3/4"Thick Paver 929.47 EA $4.44 $4,124.60 (Vehicular) 12"Gasketed SDR 35 PVC Pipe 168 EA $19.46 $3,268.64 12"90 Degree Elbow PVC 6 EA $208.78 $1,252.69 4613-6232(Yard Drain castings) 6 EA $83.29 $499.77 NPP 12"Gasketed Tee 6 EA $862.18 $5,173.08 12"Gasketed Cap 6 EA $208.10 $1,248.61 12"Gasketed 22.5 Deg bend 6 EA $208.78 $1,252.69 24"Long,4-1/2"Fire Hydrant 4 EA 418.98226 $1,675.93 Extension 7 DRAINAGE 2,400 LB Capacity,72"Wide, $10,3 STRUCTURES/P Skid-Steer Loader(Bobcat)With 9 MO '3 $95,735.95 3 IPE Full-Time Operator 1INSTALLATION For Equipment Without /LITTER Operator,Deduct 4 MOD -$8,513.27 -$34,053.10 REMOVAL For Each Delivery And Set Up 1 MOD $2,252.58 $2,252.58 (Block And Level),Add For Each Knock-Down And 1 MOD $1,477.19 $1,477.19 Pick-Up,Add For Each Anchoring Into 4 MOD $131.22 $524.88 Asphalt Or Concrete,Add Drill 18"Diameter Core In>8" 5 EA $286.80 $1,433.99 DRAINAGE To 10"Concrete 14 STRUCTURES For Horizontal Cores,Add 2 MOD $41.86 $83.72 Up To#6,Grade 60,Beams, Columns And Walls, 0.84 TON $2,247.76 $1,888.12 Reinforcing Steel Up To 6",By Concrete Pump, Place 3,000 PSI Concrete Slab 8.5 CY $104.80 $890.77 On GradeExcludes pumping equipment. Page 37 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Water Based Curing,Sealing, Hardening And Dustproofing CompoundCoverage rates:rough finish=300 SF/GAL,broom 360 GAL $21.59 $7,772.94 finish=300 to 400 SF/GAL, steel troweled=500 to 600 SF/GAL,and vertical surface=- 400 400-500 SF/GAL. Flowable Grout 214 CY $196.34 $42,016.63 Flowable Grout 5 CY $196.34 $981.70 Normal Portland Cement(Type 420 CF $7.07 $2,971.04 I) Common Brick- 12"Solid 1000 SF $28.70 $28,701.17 (19/SF) 72"Height,22"x 48"ID, 11 EA $5,020.79 $55,228.66 Precast Concrete Inlet Box • 6'Diameter x 8"Thick Precast EA $632.44 $17,704.31 Manhole Top Cone Seal Gap Between Pipe And 46 EA $107.77 $4957.26 Structure With Brick And Grout 24"Diameter x 400 LB Regular Cast Iron Manhole Cover With 28 EA $815.88 $22,844.75 Frame,City Type For Heavy Duty,Add 22 MOD $293.12 $6,448.63 42"Diameter Class III Reinforced Concrete Pipe 36 LF $117.12 $4,216.28 Without Gaskets Page 38 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 5'Deep,4'x 4'x 8"Thick Wall, Cast In Place,Grate Drop Inlet 3 EA $1,982.59 $5,947.76 Basin Adjust Existing Catch Basin 7 EA $272.18 $1,905.29 Inlet Grate To Match Grade 72"Height,22"x 48"ID, 3 EA $1,701.15 $5,103.44 Precast Concrete Inlet Box 18"Height,22"x 48"ID, 3 EA $391.18 $1,173.53 Precast Concrete Inlet Box Riser 8'x 8'x 8'Deep,FDOT Type J 3 EA $14,420.7 $43,262.22 Structure Bottom 4 For Each Additional VLF,Add 13 MOD $1,632.07 $21,216.86 24"x 24"Cast Iron Curb Inlet 6 $884.46 $5,306.78 Frame And Cover EA Inlet,Curb Type P-5,<10',Alt 3 $1,550.39 $4,651.16 G-Grate EA Inlet,Curb Type P-6,<10',Alt $4,752.88 $9,505.76 G-Grate EA 9'x 16'x 138"Precast Concrete EcoVault Multi-Stage Filtration Unit8"top and bottom,8"walls, 6"internal weirs/baffles;double Ram-Nek seals;(3)USF AHD3048 aluminum hatches cast in top slab;stainless steel $104,589. debris collection system,anti- 1 99 $104,589.99 suspension panels;(2)6"bleeder elbows cast in weir;(2)48" Fontaine series 202 sluice gates (316 stainless steel)non-rising stem.Excludes crane and equipment operator. EA 54"x 54"Heavy Duty Sluice $36,050.3 Gates Self Contained With 3 8 $108,151.14 CrankOperated Gate LF Demo Non Reinforced Concrete 3450 CF $8.86 $30,578.20 Footing 16 PIPE INSTALLATION Flowable Grout 166 CY $196.34 $32,592.34 24"HDPE 45 Degree Elbow 10 EA $1,242.69 $12,426.92 For Work In Restricted Working 10 MOD $47.93 $479.31 Space,Add Page 39 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 18"Bladder Type Pipe Plug 8 EA $198.06 $1,584.46 24"Bladder Type Pipe Plug 3 EA $281.50 $844.50 24"Bladder Type Pipe Plug 30 EA $281.50 $8,445.02 18"Gasketed SDR 35 PVC Pipe 80 LF $40.58 $3,246.60 15"Bell And Spigot,Smooth Interior,Double Wall, 24 LF $17.93 $430.30 Corrugated HDPE Pipe For<100,Add 24 MOD $1.86 $44.66 18"Bell And Spigot,Smooth Interior,Double Wall, 100 LF $22.49 $2,248.62 Corrugated HDPE Pipe 24"Bell And Spigot,Smooth Interior,Double Wall, 550 LF $31.74 $17,458.69 Corrugated HDPE Pipe 24"Bell And Spigot,Smooth Interior,Double Wall, 80 LF $31.74 $2,539.45 Corrugated HDPE Pipe For<100,Add 80 MOD $2.27 $181.32 30"Bell And Spigot,Smooth Interior,Double Wall, 7 LF $46.69 $326.83 Corrugated HDPE Pipe 48"Bell And Spigot,Smooth Interior,Double Wall, 56 LF $86.87 $4,864.55 Corrugated HDPE Pipe For<100,Add 56 MOD $4.75 $265.88 72"Steel Reinforced,Smooth Interior,Double Wall, 1752 LF $257.77 $451,619.63 Corrugated High Density Polyethylene(HDPE)Piping Custom Length,72"Steel Reinforced,Smooth Interior, Double Wall,Corrugated High 850 LF $279.72 $237,764.66 Density Polyethylene(HDPE) Piping 72"Elbow,Steel Reinforced, Smooth Interior,Double Wall, 33 EA $3,844.28 $126,861.08 Corrugated High Density Polyethylene(HDPE)Fitting 72"Elbow With 48"Riser And Small Diameter Inlet Stubs, Steel Reinforced,Smooth 25 L:1 $8,296.07 $207,401.77 Interior,Double Wall, Corrugated High Density Polyethylene(HDPE)Fitting Page 40 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 72"Steel Reinforced,Smooth Interior,Double Wall, 20 $257.77 $1,546.62 Corrugated High Density Polyethylene(HDPE)Piping LF 15"x 15"Vitrified Clay To Cast 8 EA $149.24 $1,193.95 Iron Or Plastic Pipe Coupling Sidewalk/Curb Steel Facing, Pedestrian Ramps,Two Drops 3 EA $159.73 $479.19 Per Section Sidewalk from 26th to 27th East 15000 SF $3.98 $59,764.29 Side Driveway 26th to 27th East Side 2500 EA $5.39 $13,479.77 2'Wide Valley Gutter,6"Thick 1000 LF $15.04 $15,042.47 For>1,000,Deduct 1000 MOD -$2.43 -$2,433.51 Concrete Mix Design Review 5 EA $242.31 $1,211.57 17 CONCRETE TE Concrete Slump Test,ASTM 65 EA $31.89 $2,072.59 C143 FDOT concrete barrier index 2300 LF $436.36 $1,003,635.36 410(Retaining Wall) Mat Foundation Wood 840 SF $4.89 $4,108.35 Formwork FDOT Type F Concrete Curb& 2000 LF $18.51 $37,027.62 Gutter-Straight For>1,000,Deduct 2000 LF -$3.20 -$6,400.00 FDOT Type F Concrete Curb& 500 LF $20.52 $10,258.94 Gutter-Radius 6"x18"Type D Curb 500 LF $10.59 $5,296.48 Finish Grade Roadway,Parking Areas,Landscaping And 2328 SY $0.52 $1,221.91 Embankments By Machine ROADWAY 18 CONSTRUCTIO N Finish Grade For Curb And 600 LF $0.73 $436.60 Gutter Page 41 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Finish Grade For Curb And 600 LF $0.73 $436.60 Gutter 6"Thick FDOT Limerock 408 SY $25.92 $10,576.06 For Up To 500,Add 408 MOD $5.74 $2,341.04 12"Thick FDOT Limerock 2600 SY $51.14 $132,963.02 12"Thick FDOT Limerock 600 SY $51.14 $30,683.77 Superpave Base Course,SP-12.5 50 TON $146.32 $7,316.06 Superpave Traffic C,SP-12.5 308.5 TON $146.32 $45,140.06 4"Superpave Leveling Course, 167 SY $33.48 $5,591.95 SP-12.5 Page 42 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Superpave Traffic C,SP-12.5 600 TON $146.32 $87,792.69 For>500 To 1,000,Add 1200 MOD $8.37 $10,048.99 Double Course Bituminous Treatment,Prepare And Clean 755 SY $3.88 $2,927.08 Surface Roadway >500 To 1,100 SY Medium Fine Screenings Asphalt Emulsion 616 SY $2.22 $1,366.78 Seal Coat Spray Applied Friction Course 12.5 200 238.42 $47,684.99 Friction Course 12.5 178 238.42 $42,439.64 Single 6"Wide Solid Line, Painted Reflective Pavement 7000 LF $0.25 $1,753.56 Striping Single 8"Wide Solid Line, Painted Reflective Pavement 38 LF $0.31 $11.79 Striping SIGNING AND Single 12"Wide Solid Line, 19 PAVEMENT Painted Reflective Pavement 600 LF $0.43 $257.66 MARKINGS Striping 24"High,Letter/Number, Painted Reflective Pavement 0 EA $5.67 $0.00 Marking Turn Lane Arrow,Painted Reflective Pavement 4 EA $53.37 $213.48 MarkingApproximate overall dimensions:6'width x 8'heir ht. Page 43 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 2" Schedule 40 PVC Conduit 90 Degree ElbowSee CSI section 80 EA $22.32 $1,785.53 26 05 33 13-2327 for conduit field bending. 2"Schedule 40 PVC Conduit With Glued Couplings,Direct 32 LF $2.51 $80.16 Burial �0 ELECTRICAL 2"Schedule 40 PVC Conduit WORK With Glued Couplings,Direct 5500 LF $2.51 $13,777.99 Burial 14"x 20"x 12",Electric Pull 5 EA $499.86 $2,499.30 Boxes,Precast Concrete Corrugated Beam Guide Rail 2810 LF $0.85 $2,379.95 Standard Post for Corrugated 187 EA $8.09 $1,512.43 Beam Guide Rail M=1== .50 Indian Creek Project Pump Station ITEM ITEM Description Total Unit Total Price DESCRIPTION Qty Price Ira LaborerTasks in the CTC include appropriate costs to cover labor.These tasks will be 1056 I i R $30.88 $32,613.70 requested specifically by the owner for miscellaneous work not covered in the CTC. LaborerTasks in the CTC include appropriate costs to cover labor.These tasks will be 396 E IR $30.88 $12,228.48 requested specifically by the owner for miscellaneous work not covered in the CTC. Pipe LayerTasks in the CTC include appropriate costs to cover labor.These items will be 550 HR $36.61 $20,135.55 requested specifically by the owner for miscellaneous work not covered in the CTC. Pipe LayerTasks in the CTC include appropriate costs to cover labor.These items will be 198 11R $36.61 $7,248.78 requested specifically by the owner for miscellaneous work not covered in the CTC. LaborerTasks in the CTC 21 PUMP STATION include appropriate costs to 520 HR $30.88 $16,059.78 cover labor.These tasks will be requested specifically by the Page 44 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 owner for miscellaneous work not covered in the CTC. LaborerTasks in the CTC include appropriate costs to cover labor.These tasks will be 1/0 HR $30.88 $3,705.60 requested specifically by the owner for miscellaneous work not covered in the CTC. Pipe LayerTasks in the CTC include appropriate costs to cover labor.These items will be 140 HR $36.61 $5,125.41 requested specifically by the owner for miscellaneous work not covered in the CTC. Pipe LayerTasks in the CTC include appropriate costs to cover labor.These items will be 50 11R $36.61 $1,830.50 requested specifically by the owner for miscellaneous work not covered in the CTC. 2-1/2 To 2-7/8 CY Hydraulic Excavator With Full-Time 2 MO $ $48,762.06 Operator 24,381.03 2-1/2 CY, 119 HP,Heavy Duty Construction Loader With Full- 2 DAY $ $28,680.80 Time Operator - 14,340.40 8'x 24'Trench Box With Up To 2 flAY $ $4,498.86 48"Spreaders 2,249.43 10 $ $4,771.24 1"x 8'x 16'Steel Plate 477.12 25,000 GPH,3"Discharge,90' Maximum Head,Gas Powered 3 $ $2,379.84 Portable Trash Pump 793.28 136,800 GPH,6"Discharge, 158'Maximum Head,Diesel 3 $11,955.11 Powered Portable Silenced $ Environmental Trash Pump 3,985.04 1,000 Ft-Lb Hydraulic Hammer Attachment For Hydraulic 2 MO $3,395.03 $6,790.06 Excavators 150 Ton Lift Mechanical Crane 10 DAY $3,804.38 $38,043.85 With Full-Time Operator 250 Ton Lift Mechanical Crane 3 DAY $4,183.05 $12,549.14 With Full-Time Operator Page 45 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 150 Ton Lift Move On/Off Cost, Mechanical CraneIncludes 6 EA $1,837.07 $11,022.40 delivery and pickup. For>30 To 60 Miles Radius, 6 MOD $459.27 $2,755.60 Add 250 Ton Lift Move On/Off Cost, Mechanical CraneIncludes 3 EA $3,340.12 $10,020.36 delivery and pickup. For>30 To 60 Miles Radius, 3 MOD $835.03 $2,505.09 Add Excavation For Test Pit,Heavy 836 CY $48.43 $40,488.93 Material,Backhoe Excavation Storage Space(Per SF Per Day) 9540 DAY $1.11 $10,583.64 Relocating On Site Excavated Material From Excavation For 836 CY $8.65 $7,230.17 Building Foundations and Other Structures>1,000' Backfilling Around Building Foundations And Other 250 CY $3.23 $808.19 Structures By Hydraulic Excavator,Backhoe,Loader For>250 To 500,Add 250 MOD $0.49 $122.27 Pump Station Structures(US 1 LS $325,904. $325,904.88 Concrete Products) 88 Pump Station Structure US 1 ea $76,394.6 $76,394.64 concrete Products Corporatrion 4 AHS 27"x 36" pump station H- 1 ea $1,491.84 $1,491.84 20 AHT 70"x 174"triple door $22,377.6 hatch pump station H-20 0 0 $0.00 Trash Rack 172"x 158"304 1 ea $34,250.1 $34,250.16 stainless steel field assembled 6 Manatee Grate 4'x 25'304 $34,450.9 stainless steel ea 5 $68,901.90 60"Corrugation Aluminum Pipe 10 LS $ $1,886.09 (Material Only) 188.61 72" Steel Reinforced,Smooth Interior,Double Wall, 6 LS $1,546.64 Corrugated High Density $ Polyethylene(HDPE)Piping 257.77 l Ox 10x4 Boxculvert(Material 1 LS 6 683.84 $6,683.84 Only) Golden Harvest Inc.Pump 1 LS $ Station FLP 123 Sole Source $15,198.12 15,198.12 Golden Harvest Inc.Pump $30,955.6 Station SLD-1 72 x 72 Sole 1 LS 8 $30,955.68 Source Page 46 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 9'x 16'x 138"Precast Concrete EcoVault Multi-Stage Filtration Unit8"top and bottom,8"walls, 6"internal weirs/baffles;double Ram-Nek seals;(3)USF AHD3048 aluminum hatches cast in top slab;stainless steel $104,589. debris collection system,anti- 3 MOD 99 $313,769.97 suspension panels;(2)6"bleeder elbows cast in weir;(2)48" Fontaine series 202 sluice gates (316 stainless steel)non-rising stem.Excludes crane and equipment operator. For Additional Wall Thickness, 27.72 CY $355.48 $9,854.02 Add Per Ton 316 SS Wedge 5/8 x 10"(NPP) 1 LS 676.06 $676.06 Manatee Grate 4'x 25'304 EA $ $68,901.90 stainless steel 34,450.95 Rip-Rap For Pump Station 150 CY $171.25 $25,687.92 1i Shoring For 20'Excavation,27 SHEET PILING PSF Steel Sheeting,Pull And 172.8 TON $1,474.46 $254,786.72 22 STEEL, Salvage TEMPORARY- CRITICAL For High Strength Sheeting 45,000 To 50,000 PSI Grade, 172.8 MOD $108.23 $18,702.46 Add Shoring For 35'Excavation,27 PSF Steel Sheeting,Pull And 45 TON $1,999.18 $89,963.10 SHEET PILING Salvage 23 STEEL, For light Sheeting 8.6,Add 45 MOD $108.23 $4,870.43 PERMANENT- CRITICAL For High Strength Sheeting 45,000 To 50,000 PSI Grade, 45 MOD $1,405.44 $63,244.80 Add SL `OT . '44 $411,5 67.50 TOTAL $1,756,586.57 CH:I Field Office ITE ITEM Description Total Unit Unit Total Price M DESCRIPTION Qty Price 24'x 72'Office,With Toilet 15 MO $1,554.68 $23,320.25 23 CEI Trailor Desk 66 MO $32.90 $2,171.42 Page 47 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Desk Chair,Rolling 200 MO $20.57 $4,113.13 Table 35 MO $16.45 $575.75 Phone Hook-Up 2 EA $11.00 $22.00 Local Phone Service Per Phone 15 MO $57.57 $863.53 Line Steps 18 MO $67.52 $1,215.34 10'High Turbidity Curtain 1000 LF $27.71 $27,711.07 3'High Silt Fence 450 LF $0.70 $316.71 Sand Bag,Excluding Sand 500 EA $2.29 $1,145.18 2.0 CF Countertop Microwave 1 EA $222.52 $222.52 Oven 4.4 CF Dormitory Sized 1 EA $186.34 $186.34 Refrigerator South Florida Elec(Misc repairs,temp lighting,poles and 1 LS $93,240.0 $33,566.40 boxes modification,office 0 trailer hook up)Quote attcahed #57 Stone Aggregate Fill(#4 To 36 CY $44.17 $1,590.23 1") AL SU'BTOTAI. $97,019.87 TOTAL $97,019.87 TOTAL FOR PHASE II (INDIAN CREEK $9,783,518.93 ��° `iPUSHBL'T Page 48 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 SCHEDULE OF VALUES FOR PHASE 3 FROM 25TH STREET TO 41ST STREET Florida Department Of Transportation Snapshot Report Project 43922825801-SR AlA/INDIAN CREEK DRIVE DRAINAGE MITIGATION PROJECT- DRAINAGE IMPROVEMENTS Version: 9 Estimate: 1 Last Estimated Date: 5/22/2019 Pay Item Number 0200 0101 1 MOBILIZATION LS 1 $1,000,000.00 $1,000,000.00 Roadway 0200 0102 1 MAINTENANCE DA 1 $800,000.00 $800,000.00 Roadway OF TRAFFIC 0200 010214 TRAFFIC HR 11880 $60.00 $712,800.00 Roadway CONTROL OFFICER 0200 0102 60 WORK ZONE SIGN ED 106100 $0.25 $26,525.00 Roadway 0200 0102 71 15 TEMPORARY LF 192 $30.00 $5,760.00 Roadway BARRIER,F&I, ANCHORED 0200 0102 71 16 TEMPORARY LF 1876 $23.00 $43,148.00 Roadway BARRIER,F&I, FREE STANDING 0200 0102 71 25 TEMPORARY LF 96 $10.00 $960.00 Roadway BARRIER, RELOCATE, ANCHORED 0200 0102 71 26 TEMPORARY LF 4821 $8.00 $38,568.00 Roadway BARRIER, RELOCATE,FREE STANDING 0200 0102 74 1 CHANNELIZING ED 101335 $0.20 $20,267.00 Roadway DEVICE-TYPES I, II,DI,VP,DRUM, OR LCD 0200 0102 74 2 CHANNELIZING ED 18010 $0.35 $6,303.50 Roadway DEVICE,TYPE III, 6' 0200 0102 74 7 CHANNELIZING LF 532 $8.00 $4,256.00 Roadway DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) 0200 0102 76 ARROW BOARD/ ED 920 $7.50 $6,900.00 Roadway ADVANCE WARNING ARROW PANEL Page 49 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0200 0102 78 TEMPORARY EA 50 $4.00 $200.00 Roadway RETROREFLECTIV E PAVEMENT MARKER 0200 0102 89 1 TEMPORARY LO 7 $1,200.00 $8,400.00 Roadway CRASH CUSHION, REDIRECTIVE OPTION 0200 0102 99 PORTABLE ED 1570 $17.00 $26,690.00 Roadway CHANGEABLE MESSAGE SIGN, TEMPORARY 0200 0102104 TEMPORARY ED 2376 $10.00 $23,760.00 Roadway SIGNALIZATION AND MAINTENANCE, INTERSECTION 0200 0102107 1 TEMPORARY ED 2376 $10.00 $23,760.00 Roadway TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 0200 0102911 1 PAVEMENT LF 466 $2.00 $932.00 Roadway MARKING REMOVABLE TAPE,WHITE OR BLACK,SKIP 0200 0102911 2 PAVEMENT LF 1885 S2.25 $4,241.25 Roadway MARKING REMOVABLE TAPE,WHITE OR BLACK,SOLID 0200 0102911 3 PAVEMENT SF 731 $4.00 $2,924.00 Roadway MARKING REMOVABLE TAPE,WHITE OR BLACK,OTHER 0200 0102912 2 PAVEMENT LF 10947 $2.15 $23,536.05 Roadway MARKING REMOVABLE TAPE,YELLOW, SOLID 0200 0104 10 3 SEDIMENT LF 3328 $2.00 $6,656.00 Roadway BARRIER 0200 010411 FLOATING LF 121 $13.00 $1,573.00 Roadway TURBIDITY BARRIER 0200 0104 18 INLET EA 77 $100.00 $7,700.00 Roadway PROTECTION SYSTEM 0200 0107 1 LITTER REMOVAL AC 53.2 $75.00 $3,990.00 Roadway 0200 0107 2 MOWING AC 13.2 $150.00 $1,980.00 Roadway Page 50 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0200 0108 1 MONITOR LS 1 $100,000.00 $100,000.00 Roadway EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0200 0108 2 MONITOR LS 1 $100,000.00 $100,000.00 Roadway EXISTING STRUCTURES- VIBRATION MONITORING 0200 0108 3 MONITOR LS 1 $75,000.00 $75,000.00 Roadway EXISTING STRUCTURES- GROUNDWATER MONITORING 0200 0110 1 1 CLEARING& AC 4.62 $15,000.00 $69,300.00 Roadway GRUBBING 0200 0110 4 10 REMOVAL OF SY 8374 $18.00 $150,732.00 Roadway EXISTING CONCRETE 0200 0120 1 REGULAR CY 356.1 $25.00 $8,902.50 Roadway EXCAVATION 0200 0120 6 EMBANKMENT CY 13825.4 $23.00 $317,984.20 Roadway 0200 0160 4 TYPE B SY 20413 $5.00 $102,065.00 Roadway STABILIZATION 0200 0162 1 11 PREPARED SOIL SY 3014 $6.00 $18,084.00 Roadway LAYER,FINISH SOIL LAYER,6" 0200 0285701 OPTIONAL BASE, SY 2812 $25.00 $70,300.00 Roadway BASE GROUP 01 0200 0285711 OPTIONAL BASE, SY 15839 $30.00 $475,170.00 Roadway BASE GROUP 11 0200 0327 70 1 MILLING EXIST SY 4561 $3.00 $13,683.00 Roadway ASPH PAVT, 1" AVG DEPTH 0200 0327 70 4 MILLING EXIST SY 14789 $5.50 $81,339.50 Roadway ASPH PAVT,3" AVG DEPTH 0200 0334 113 SUPERPAVE TN 3017.7 $125.00 $377,212.50 Roadway ASPHALTIC CONC, TRAFFIC C 0200 0337 7 83 ASPHALT TN 2383.4 $150.00 $357,510.00 Roadway CONCRETE FRICTION COURSE,TRAFFIC C,FC-12.5,PG 76- 22 0200 0339 1 MISCELLANEOUS TN 5.8 $250.00 $1,450.00 Roadway ASPHALT PAVEMENT Page 51 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0200 0400 0 11 CONCRETE CLASS CY 82.3 $600.00 $49,380.00 Roadway NS,GRAVITY WALL 0200 0400 0 13 CONCRETE CLASS CY 23.3 $900.00 $20,970.00 Roadway NS,STEPS 0200 0400 4 8 CONC CLASS IV, CY 7 $1,000.00 $7,000.00 Roadway BULKHEAD 0200 0415 1 6 REINFORCING LB 1156 $2.00 $2,312.00 Roadway STEEL- MISCELLANEOUS 0200 0415 1 8 REINFORCING LB 720 51.50 $1,080.00 Roadway STEEL- BULKHEAD 0200 0425 1311 INLETS,CURB, EA 6 $7,500.00 $45,000.00 Roadway TYPE P-1,<10' 0200 0425 1321 INLETS,CURB, EA 7 $8,000.00 $56,000.00 Roadway TYPE P-2,<10' 0200 0425 1351 INLETS,CURB, EA 18 $6,500.00 $117,000.00 Roadway TYPE P-5,<10' 0200 0425 1355 INLETS,CURB, EA 1 $4,150.00 $4,150.00 Roadway TYPE P-5, PARTIAL 0200 0425 1361 INLETS,CURB, EA 12 $6,000.00 $72,000.00 Roadway TYPE P-6,<10' 0200 0425 1362 INLETS,CURB, EA 3 $8,000.00 $24,000.00 Roadway TYPE P-6,>10' 0200 0425 1521 INLETS,DT BOT, EA 4 $4,500.00 $18,000.00 RoadwayTYPE C,<10' 0200 0425 1529 INLETS,DT BOT, EA 8 $5,250.00 $42,000.00 Roadway TYPE C,MODIFY 0200 0425 2 41 MANHOLES,P-7, EA 9 $5,000.00 $45,000.00 Roadway <10' 0200 0425 2 42 MANHOLES,P-7, EA 1 $6,750.00 $6,750.00 Roadway >10' 0200 0425 2 71 MANHOLES,J-7, EA 6 $6,800.00 $40,800.00 Roadway <10' 0200 0425 2 72 MANHOLES,J-7, EA 30 $10,150.00 $304,500.00 Roadway >10' 0200 0425 2 73 MANHOLES,J-7, EA 17 $3,600.00 $61,200.00 Roadway PARTIAL 0200 0425 5 MANHOLE, EA 47 $600.00 $28,200.00 Roadway ADJUST 0200 0425 5 1 MANHOLE, EA 55 $600.00 $33,000.00 Roadway ADJUST, UTILITIES 0200 0425 6 VALVE BOXES, EA 250 $400.00 $100,000.00 Roadway ADJUST 0200 0425 10 YARD DRAIN EA 62 $3,850.00 $238,700.00 Roadway 0200 043017511 PIPE LF 2131 $150.00 $319,650.00 Roadway 2 CULVERT,OPTION AL Page 52 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 MATERIAL,ROUN D, 12"S/CD 0200 043017511 PIPE LF 32 $175.00 $5,600.00 Roadway 5 CULVERT,OPTION AL MATERIAL,ROUN D, 15"S/CD 0200 043017511 PIPE LF 993 $100.00 $99,300.00 Roadway 8 CULVERT,OPTION AL MATERIAL,ROUN D, 18"S/CD 0200 043017512 PIPE LF 1317 $125.00 $164,625.00 Roadway 4 CULVERT,OPTION AL MATERIAL,ROUN D,24"S/CD 0200 043017513 PIPE CULVERT, LF 164 $200.00 $32,800.00 Roadway 0 OPT MATERIAL, ROUND,30"S/CD 0200 043017513 PIPE CULVERT, LF 74 $225.00 $16,650.00 Roadway 6 OPT MATERIAL, ROUND,36"S/CD 0200 043017517 PIPE CULVERT, LF 2080 $650.00 $1,352,000.00 Roadway 2 OPT MATERIAL, ROUND,72"S/CD 0200 0436 1 1 TRENCH DRAIN, LF 763 $250.00 $190,750.00 Roadway STANDARD 0200 0448 73 PUMPING LS 1 $1,500,000.00 $1,500,000.00 Roadway STATION- DRAINAGE 0200 0455 34 2 PRESTRESSED LF 280 $110.00 $30,800.00 Roadway CONCRETE PILING, 14" SQ. 0200 0515 1 2 PIPE HANDRAIL- LF 971 $60.00 $58,260.00 Roadway GUIDERAIL, ALUMINUM 0200 0520 1 10 CONCRETE CURB LF 6405 $25.00 $160,125.00 Roadway &GUTTER,TYPE F 0200 0520 2 4 CONCRETE CURB, LF 503 $23.00 $11,569.00 Roadway TYPE D 0200 0520 3 VALLEY GUTTER- LF 332 $30.00 $9,960.00 Roadway CONCRETE 0200 0521 72 41 SHOULDER LF 1983 S275.00 $545,325.00 Roadway CONCRETE BARRIER, RETAINING SECTION 0200 0522 1 CONCRETE SY 4745 $45.00 $213,525.00 Roadway SIDEWALK AND DRIVEWAYS,4" THICK Page 53 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 • 0200 0522 2 CONCRETE SY 2341 $60.00 $140,460.00 Roadway SIDEWALK AND DRIVEWAYS,6" THICK 0200 0523 1 3 PATTERNED SY 223 $95.00 $21,185.00 Roadway PAVEMENT, VEHICULAR AREAS-GREEN BIKE LANE 0200 0526 1 1 PAVERS, SY 227 $100.00 $22,700.00 Roadway ARCHITECTURAL, ROADWAY 0200 0526 1 2 PAVERS, SY 48 $125.00 $6,000.00 Roadway ARCHITECTURAL, SIDEWALK 0200 0527 2 DETECTABLE SF 591 $30.00 $17,730.00 Roadway WARNINGS 0200 0530 3 3 RIPRAP-RUBBLE, TN 30.5 $200.00 $6,100.00 Roadway BANK AND SHORE 0200 0536 1 0 GUARDRAIL- LF 277 $25.00 $6,925.00 Roadway ROADWAY, GENERAL/LOW SPEED TL-2 0200 0536 7 2 SPECIAL EA 36 $275.00 $9,900.00 Roadway GUARDRAIL POST-SPECIAL STEEL POST FOR CONCRETE STRUCTURE MOUNT 0200 0536 73 GUARDRAIL LF 1684 $4.00 $6,736.00 Roadway REMOVAL 0200 0536 85 24 GUARDRAIL END EA 2 $3,000.00 $6,000.00 Roadway TREATMENT- PARALLEL APPROACH TERMINAL 0200 0536 85 25 GUARDRAIL END EA 2 $925.00 $1,850.00 Roadway TREATMENT- TRAILING ANCHORAGE TYPE II 0200 0536 85 26 GUARDRAIL END EA 1 $3,150.00 $3,150.00 Roadway TREATMENT- TYPE CRT 0200 0544 75 1 CRASH CUSHION EA 1 $25,000.00 $25,000.00 Roadway 0200 0550 60237 FENCE GATE, EA 2 $4,000.00 $8,000.00 Roadway TYPE B, SLIDING/CANTILE VER, GREATER THAN 30' OPENNING Page 54 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0200 0570 1 2 PERFORMANCE SY 3014 $5.00 $15,070.00 Roadway TURF,SOD 0200 0580 2 20 LANDSCAPE- EA 5 $1,650.00 $8,250.00 Roadway RESET EXISTING TREE IN PLACE WITH STAKING AND GUYING 0200 0630 2 12 CONDUIT, LF 105 $20.00 $2,100.00 Roadway FURNISH& INSTALL, DIRECTIONAL BORE 0200 0635 2 11 PULL&SPLICE EA 1 $650.00 $650.00 Roadway BOX,F&I, 13"x 24" COVER SIZE 0200 0635 2 12 PULL&SPLICE EA 6 $1,300.00 $7,800.00 Roadway BOX,F&I,24"X 36" COVER SIZE 0200 0695 1 1 TRAFFIC EA 2 51,500.00 $3,000.00 Roadway MONITORING SITE VEHICLE SENSOR- NON-WEIGHT, FURNISH& INSTALL 0200 0695 6 12 TRAFFIC EA 2 $1,400.00 $2,800.00 Roadway MONITORING SITE INDUCTIVE LOOP ASSEMBLY, FURNISH& INSTALL,2 LOOPS 0200 0695 7132 TRAFFIC EA 1 $5,000.00 $5,000.00 Roadway MONITORING SITE CABINET, FURNISH& INSTALL,TYPE 3, PEDESTAL MOUNT 0200 071011160 PAINTED EA 10 $50.00 $500.00 Roadway PAVEMENT MARKINGS, STANDARD, WHITE,MESSAGE OR SYMBOL 0200 0999 25 INITIAL LS 1 $150,000.00 $150,000.00 Roadway CONTINGENCY AMOUNT,DO NOT BID 0300 0700 1 11 SINGLE POST AS 72 $350.00 $25,200.00 Signing SIGN,F&I GROUND MOUNT, UP TO 12 SF 0300 0700 1 12 SINGLE POST AS 13 $1,200.00 $15,600.00 Signing SIGN,F&I GROUND MOUNT, 12-20 SF Page 55 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0300 0700 1 21 SINGLE POST AS 21 $1,200.00 $25,200.00 Signing SIGN,F&I BARRIER MOUNT INDEX 11871/700- 013 UP TO 12 SF 0300 0700 1 50 SINGLE POST AS 47 $285.00 $13,395.00 Signing SIGN,RELOCATE 0300 0700 1 60 SINGLE POST AS 125 $25.00 $3,125.00 Signing SIGN,REMOVE 0300 0700 3101 SIGN PANEL, EA 1 $400.00 $400.00 Signing FURNISH& INSTALL GROUND MOUNT,UP TO 12 SF 0300 0700 3501 SIGN PANEL, EA 3 $200.00 $600.00 Signing RELOCATE,UP TO 12 SF 0300 0700 3601 SIGN PANEL, EA 7 $60.00 $420.00 Signing REMOVE,UP TO 12 SF 0300 0706 3 RETRO- EA 518 $4.00 $2,072.00 Signing REFLECTIVE/RAIS ED PAVEMENT MARKERS 0300 0710 90 PAINTED LS 1 $50,000.00 $50,000.00 Signing PAVEMENT MARKINGS,FINAL SURFACE 0300 0711 11124 THERMOPLASTIC, LF 694 $3.00 $2,082.00 Signing STANDARD, WHITE,SOLID, 18" FOR DIAGONALS AND CHEVRONS 0300 0711 11125 THERMOPLASTIC, LF 295 $4.00 $1,180.00 Signing STANDARD, WHITE,SOLID,24" FOR STOP LINE AND CROSSWALK 0300 0711 11141 THERMOPLASTIC, GM 0.-)79 $1,850.00 $423.65 Signing STANDARD, WHITE,2-4 DOTTED GUIDELINE/6-10 GAP EXTENSION, 6" 0300 0711 11160 THERMOPLASTIC, EA 26 $110.00 $2,860.00 Signing STANDARD, WHITE,MESSAGE OR SYMBOL 0300 0711 11170 THERMOPLASTIC, EA 27 $65.00 $1,755.00 Signing STANDARD, WHITE,ARROW Page 56 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0300 0711 11224 THERMOPLASTIC, LF 897 $3.00 $2,691.00 Signing STANDARD, YELLOW,SOLID, 18"FOR DIAGONAL OR CHEVRON 0300 0711 14123 THERMOPLASTIC, LF 1502 $10.00 $15,020.00 Signing PREFORMED, WHITE,SOLID, 12"FOR CROSSWALK 0300 0711 14125 THERMOPLASTIC, LF 1166 $18.00 $20,988.00 Signing PREFORMED, WHITE,SOLID, 24"FOR CROSSWALK 0300 0711 14160 THERMOPLASTIC, EA 16 $285.00 $4,560.00 Signing PREFORMED, WHITE,MESSAGE 0300 0711 16101 THERMOPLASTIC, GM 2.371 $4,000.00 $9,484.00 Signing STANDARD- OTHER SURFACES, WHITE,SOLID,6" 0300 0711 16102 THERMOPLASTIC, GM 0.324 $5,000.00 $1,620.00 Signing STANDARD- OTHER SURFACES, WHITE,SOLID,8" 0300 0711 16131 THERMOPLASTIC, GM 0.758 $1,400.00 $1,061.20 Signing OTHER SURFACES, WHITE,SKIP, 6",10-30 SKIP OR 3- 9 LANE DROP 0300 0711 16201 THERMOPLASTIC, GM 0.717 $4,000.00 $2,868.00 Signing STANDARD- OTHER SURFACES, YELLOW,SOLID, 6" 0300 0711 16202 THERMOPLASTIC, GM 0.18 $5,000.00 $900.00 Signing STANDARD- OTHER SURFACES, YELLOW,SOLID, 8" 0400 0630 2 12 CONDUIT, LF 6800 $20.00 $136,000.00 Lighting FURNISH& INSTALL, DIRECTIONAL BORE 0400 0635 2 11 PULL&SPLICE EA 73 $650.00 $47,450.00 Lighting BOX,F&I, 13"x 24" COVER SIZE Page 57 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0400 0641 212 PRESTRESSED EA 1 $1,600.00 $1,600.00 Lighting CONCRETE POLE, F&I,TYPE P-II SERVICE POLE 0400 0715 112 LIGHTING LF 28398 $2.00 $56,796.00 Lighting CONDUCTORS, F&I,INSULATED, NO.8-6 0400 0715 113 LIGHTING LF 348 $2.75 $957.00 Lighting CONDUCTORS, F&I,INSULATED, NO 4 TO NO 2 0400 0715 4 60 LIGHT POLE EA 11 $2,150.00 $23,650.00 Lighting COMPLETE, RELOCATE 0400 0715 4 70 LIGHT POLE EA 15 $650.00 $9,750.00 Lighting COMPLETE, REMOVE POLE AND FOUNDATION 0400 0715 7 11 LOAD CENTER, EA 2 $12,500.00 $25,000.00 Lighting F&I,SECONDARY VOLTAGE 0400 0715 7 21 LOAD CENTER, EA 1 $3,350.00 $3,350.00 Lighting REWORK, SECONDARY VOLTAGE 0400 0715 7 41 LOAD CENTER, EA 1 $885.00 $885.00 Lighting REMOVE, SECONDARY VOLTAGE 0400 0715500 1 POLE CABLE EA 47 $1,700.00 $79,900.00 Lighting DISTRIBUTION SYSTEM,FURNISH AND INSTALL, CONVENTIONAL. 0400 071551113 LIGHT POLE EA 47 $6,150.00 $289,050.00 Lighting 0 COMPLETE- SPECIAL DESIGN, F&I, SINGLE ARM SHOULDER MOUNT, ALUMINUM,30' 0500 0630 2 12 CONDUIT, LF 3288 $20.00 $65,760.00 Signalizatio FURNISH& n INSTALL, DIRECTIONAL BORE 0500 0632 7 1 SIGNAL CABLE- PI 3 $5,500.00 $16,500.00 Signalizatio NEW OR n RECONSTRUCTED INTERSECTION, FURNISH& INSTALL Page 58 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-0I 0500 0632 7 6 SIGNAL CABLE, PI 3 $600.00 $1,800.00 Signalizatio REMOVE- n INTERSECTION 0500 0635 2 11 PULL&SPLICE EA 92 $650.00 $59,800.00 Signalizatio BOX,F&I, 13"x 24" n COVER SIZE 0500 0639 1122 ELECTRICAL AS 4 $3,150.00 $12,600.00 Signalizatio POWER SERVICE, n F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR 0500 0639 2 1 ELECTRICAL LF 905 $5.00 $4,525.00 Signalizatio SERVICE WIRE, n FURNISH& INSTALL 0500 0639 3 60 ELECTRICAL EA 3 $350.00 $1,050.00 Signalizatio SERVICE n DISCONNECT, REMOVE-POLE OR CABINET TO REMAIN 0500 0641 212 PRESTRESSED EA 4 $1,600.00 $6,400.00 Signalizatio CONCRETE POLE, n F&I,TYPE P-II SERVICE POLE 0500 0646 111 ALUMINUM EA 18 $1,200.00 $21,600.00 Signalizatio SIGNALS POLE, n PEDESTAL 0500 0646 160 ALUMINUM EA 9 • $225.00 $2,025.00 Signalizatio SIGNALS POLE, n REMOVE 0500 0649 21 4 STEEL MAST ARM EA 1 $55,000.00 $55,000.00 Signalizatio ASSEMBLY, n FURNISH AND INSTALL,DOUBLE ARM 40'-30' 0500 0649 21 6 STEEL MAST ARM EA 1 $40,000.00 $40,000.00 Signalizatio ASSEMBLY, n FURNISH AND INSTALL,SINGLE ARM 50' 0500 0649 21 7 STEEL MAST ARM EA 1 $45,000.00 $45,000.00 Signalizatio ASSEMBLY, n FURNISH AND INSTALL,DOUBLE ARM 50'-30' 0500 0649 21 10 STEEL MAST ARM EA 3 $41,500.00 $124,500.00 Signalizatio ASSEMBLY, n FURNISH AND INSTALL,SINGLE ARM 60' Page 59 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0500 0649 26 3 STEEL MAST ARM EA 5 $2,500.00 $12,500.00 Signalizatio ASSEMBLY, n REMOVE, SHALLOW FOUNDATION- BOLT ON ATTACHMENT 0500 0650 1 14 VEHICULAR AS 18 $1,000.00 $18,000.00 Signalizatio TRAFFIC SIGNAL, n FURNISH& INSTALL ALUMINUM, 3 SECTION, 1 WAY 0500 0653 111 PEDESTRIAN AS 16 $800.00 $12,800.00 Signalizatio SIGNAL,FURNISH n &INSTALL LED COUNTDOWN, 1 WAY 0500 0653 112 PEDESTRIAN AS 2 $1,200.00 $2,400.00 Signalizatio SIGNAL,FURNISH n &INSTALL LED COUNTDOWN, 2 WAYS 0500 0653 160 PEDESTRIAN AS 1 $65.00 $65.00 Signalizatio SIGNAL,REMOVE n PED SIGNAL- POLE/PEDESTAL TO REMAIN 0500 0660 4 11 VEHICLE EA 3 $6,500.00 $19,500.00 Signalizatio DETECTION n SYSTEM-VIDEO, FURNISH& INSTALL CABINET EQUIPMENT 0500 0660 412 VEHICLE EA 8 $3,150.00 $25,200.00 Signalizatio DETECTION n SYSTEM-VIDEO, FURNISH& INSTALL ABOVE GROUND EQUIPMENT 0500 0665 111 PEDESTRIAN EA 20 $250.00 $5,000.00 Signalizatio DETECTOR, n FURNISH& INSTALL, STANDARD 0500 0665 160 PEDESTRIAN EA 1 $55.00 $55.00 Signalizatio DETECTOR, n REMOVE- POLE/PEDESTAL TO REMAIN 0500 0670 5140 TRAFFIC AS 3 529.500.00 $88,500.00 Signalizatio CONTROLLER n ASSEMBLY, FURNISH& Page 60 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 INSTALL MODEL 2070 0500 0670 5400 TRAFFIC AS 1 $2,350.00 $2,350.00 Signalizatio CONTROLLER n ASSEMBLY, MODIFY 0500 0670 5600 TRAFFIC AS 3 $600.00 $1,800.00 Signalizatio CONTROLLER n ASSEMBLY, REMOVE CONTROLLER WITH CABINET 0500 0700 3201 SIGN PANEL, EA 8 $550.00 $4,400.00 Signalizatio FURNISH& n INSTALL OVERHEAD MOUNT,UP TO 12 SF 0500 0700 3205 SIGN PANEL, EA 1 $3,150.00 $3,150.00 Signalizatio FURNISH& n INSTALL OVERHEAD MOUNT,51-100 SF 0500 0700 3601 SIGN PANEL, EA 1 $60.00 $60.00 Signalizatio REMOVE,UP TO n 12 SF 0500 0700 4112 OVERHEAD EA 1 $75,000.00 $75,000.00 Signalizatio STATIC SIGN n STRUCTURE, • FURNISH& INSTALL, CANTILEVER,21- 30FT 0500 0700 5 21 INTERNALLY EA 8 $3,150.00 $25,200.00 Signalizatio ILLUMINATED n SIGN,FURNISH& INSTALL OVERHEAD MOUNT,UP TO 12 SF 0500 0700 12 32 SIGN BEACON, AS 3 $6,800.00 $20,400.00 Signalizatio F&I OVERHEAD n MOUNT,TWO BEACONS *Does not calculate total based on Low Cost Alternate Page 61 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 SCHEDULE OF VALUES FOR PHASE 3 FROM 25TH STREET TO 35Th STREET Florida Department Of Transportation Snapshot Report Project 43922825801 -SR AlA/INDIAN CREEK DRIVE DRAINAGE MITIGATION PROJECT- DRAINAGE IMPROVEMENTS Version: 9 Estimate: 1 Last Estimated Date: 5/22/2019 :.,.,. t Description . ... :.� s �.;.. �, , ed Amount et� 0200 0101 1 MOBILIZATION LS 1 $625,000.00 $625,000.00 Roadway 0200 0102 1 MAINTENANCE DA 1 $500,000.00 $500,000.00 Roadway OF TRAFFIC 0200 0102 14 TRAFFIC HR 6180 $60.00 $370,800.00 Roadway CONTROL OFFICER 0200 0102 60 WORK ZONE ED 73525 $0.25 $18,381.25 Roadway SIGN 0200 0102 71 15 TEMPORARY LF 96 $30.00 $2,880.00 Roadway BARRIER,F&I, ANCHORED 0200 0102 71 16 TEMPORARY LF 1876 $23.00 $43,148.00 Roadway BARRIER,F&I, FREE STANDING 0200 0102 71 25 TEMPORARY LF 48 $10.00 $480.00 Roadway BARRIER, RELOCATE, ANCHORED 0200 0102 71 26 TEMPORARY LF 2835 $8.00 $22,680.00 Roadway BARRIER, RELOCATE, FREE STANDING 0200 0102 74 1 CHANNELIZING ED 72210 $0.20 $14,442.00 Roadway DEVICE-TYPES I,II,DI,VP, DRUM,OR LCD 0200 0102 74 2 CHANNELIZING ED 10710 $0.35 $3,748.50 Roadway DEVICE,TYPE III,6' 0200 0102 74 7 CHANNELIZING LF 336 $8.00 $2,688.00 Roadway DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) Page 62 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0200 0102 76 ARROW BOARD/ ED 530 $7.50 $3,975.00 Roadway ADVANCE WARNING ARROW PANEL 0200 0102 78 TEMPORARY EA 50 $4.00 $200.00 Roadway RETROREFLECTI VE PAVEMENT MARKER 0200 0102 89 1 TEMPORARY LO 4 $1,200.00 $4,800.00 Roadway CRASH CUSHION, REDIRECTIVE OPTION 0200 010299 PORTABLE ED 945 $17.00 $16,065.00 Roadway CHANGEABLE MESSAGE SIGN, TEMPORARY 0200 0102104 TEMPORARY ED 638 $10.00 $6,380.00 Roadway SIGNALIZATION AND MAINTENANCE, INTERSECTION 0200 0102107 1 TEMPORARY ED 638 $10.00 $6,380.00 Roadway TRAFFIC DETECTION AND MAINTENANCE, INTERSECTION 0200 0102911 2 PAVEMENT LF 1340 52.25 $3,015.00 Roadway MARKING REMOVABLE TAPE,WHITE Oft BLACK,SOLID 0200 0102911 3 PAVEMENT SF 128 $4.00 $512.00 Roadway MARKING REMOVABLE TAPE,WHITE OR BLACK,OTHER 0200 0102912 2 PAVEMENT LF 8512 $2.15 $18,300.80 Roadway MARKING REMOVABLE TAPE,YELLOW, SOLID 0200 0104 10 3 SEDIMENT LF 1807 $2.00 $3,614.00 Roadway BARRIER 0200 010411 FLOATING LF 121 $13.00 $1,573.00 Roadway TURBIDITY BARRIER 0200 010418 INLET EA 55 $100.00 $5,500.00 Roadway PROTECTION SYSTEM 0200 0107 1 LITTER AC 20.45 $75.00 $1,533.75 Roadway REMOVAL 0200 0107 2 MOWING AC 3.27 $150.00 $490.50 Roadway Page 63 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0200 0108 1 MONITOR LS 1' $35,000.00 $35,000.00 Roadway EXISTING STRUCTURES- INSPECTION AND SETTLEMENT MONITORING 0200 0108 2 MONITOR LS 1 $35,000.00 $35,000.00 Roadway EXISTING STRUCTURES- VIBRATION MONITORING 0200 0108 3 MONITOR LS 1 $35,000.00 $35,000.00 Roadway EXISTING STRUCTURES- GROUNDWATER MONITORING 0200 0110 1 1 CLEARING& AC 2.23 $25,000.00 $55,750.00 Roadway GRUBBING 0200 0110 4 10 REMOVAL OF SY 4871 $18.00 $87,678.00 Roadway EXISTING CONCRETE 0200 0120 1 REGULAR CY 417.9 $25.00 $10,447.50 Roadway EXCAVATION 0200 0120 6 EMBANKMENT CY 9114.3 $23.00 $209,628.90 Roadway 0200 0160 4 TYPE B SY 11391 $5.00 $56,955.00 Roadway STABILIZATION 0200 0162 1 1 1 PREPARED SOIL SY 1501 $6.00 $9,006.00 Roadway LAYER,FINISH SOIL LAYER,6" 0200 0285701 OPTIONAL SY 1494 $25.00 $37,350.00 Roadway BASE,BASE GROUP 01 0200 0285711 OPTIONAL SY 8875 $30.00 $266,250.00 Roadway BASE,BASE GROUP 11 0200 0327 70 1 MILLING EXIST SY 4561 $3.00 $13,683.00 Roadway ASPH PAVT, 1" AVG DEPTH 0200 0327 70 4 MILLING EXIST SY 7006 $5.50 $38,533.00 Roadway ASPH PAVT,3" AVG DEPTH 0200 0334 113 SUPERPAVE TN 2213.5 $125.00 $276,687.50 Roadway ASPHALTIC CONC,TRAFFIC C 0200 0337 7 83 ASPHALT TN 1549.8 $150.00 $232,470.00 Roadway CONCRETE FRICTION COURSE,TRAFFI C C,FC-12.5,PG 76-22 Page 64 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0200 0339 1 MISCELLANEOU TN 11.3 $250.00 $2,825.00 Roadway S ASPHALT PAVEMENT 0200 0400 0 11 CONCRETE CY 61 $600.00 $36,600.00 Roadway CLASS NS, GRAVITY WALL 0200 0400 0 13 CONCRETE CY 23.3 $900.00 $20,970.00 Roadway CLASS NS,STEPS 0200 0400 4 8 CONC CLASS IV, CY 7 $1,000.00 $7,000.00 Roadway BULKHEAD 0200 0415 1 6 REINFORCING LB 1156 $2.00 $2,312.00 Roadway STEEL- MISCELLANEOU S 0200 0415 1 8 REINFORCING LB 720 $1.50 $1,080.00 Roadway STEEL- BULKHEAD 0200 0425 1201 INLETS,CURB, EA 1 $4,775.00 $4,775.00 Roadway TYPE 9,<10' 0200 0425 1311 INLETS,CURB, EA 2 $7,500.00 $15,000.00 Roadway TYPE P-1,<10' 0200 0425 1321 INLETS,CURB, EA 5 $8,000.00 $40,000.00 Roadway TYPE P-2,<10' 0200 0425 1351 INLETS,CURB, EA 10 $6,500.00 $65,000.00 Roadway TYPE P-5,<10' 0200 0425 1355 INLETS,CURB, EA 1 $4,150.00 $4,150.00 Roadway TYPE P-5, PARTIAL 0200 0425 1361 INLETS,CURB, EA 6 $6,000.00 $36,000.00 Roadway TYPE P-6,<10' 0200 0425 1521 INLETS,DT BOT, EA 3 $4,500.00 $13,500.00 Roadway TYPE C,<10' 0200 0425 1529 INLETS,DT BOT, EA 3 $5,250.00 $15,750.00 Roadway TYPE C,MODIFY 0200 0425 2 41 MANHOLES,P-7, EA 5 $5,000.00 $25,000.00 Roadway <10' 0200 0425 2 42 MANHOLES,P-7, EA 1 $6,750.00 $6,750.00 Roadway >10' 0200 0425 2 71 MANHOLES,J-7, EA 3 $6,800.00 $20,400.00 Roadway <10' 0200 0425 2 72 MANHOLES,J-7, EA 12 $10,150.00 $121,800.00 Roadway >10' 0200 0425 2 73 MANHOLES,J-7, EA 4 $3,600.00 $14,400.00 Roadway PARTIAL 0200 0425 5 MANHOLE, EA 47 $600.00 $28,200.00 Roadway ADJUST 0200 0425 5 1 MANHOLE, EA 46 $600.00 $27,600.00 Roadway ADJUST, UTILITIES 0200 0425 6 VALVE BOXES, EA 150 $400.00 $60,000.00 Roadway ADJUST Page 65 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0200 0425 10 YARD DRAIN EA 43 $3,850.00 $165,550.00 Roadway 0200 0430175112 PIPE LF 1394 $150.00 $209,100.00 Roadway CULVERT,OPTIO NAL MATERIAL,ROU ND, 12"S/CD 0200 0430175115 PIPE LF 32 $175.00 $5,600.00 Roadway CULVERT,OPTIO NAL MATERIAL,ROU ND, 15"S/CD 0200 0430175118 PIPE LF 420 $100.00 $42,000.00 Roadway CULVERT,OPTIO NAL MATERIAL,ROU ND, 18"S/CD 0200 0430175124 PIPE LF 772 $125.00 $96,500.00 Roadway CULVERT,OPTIO NAL MATERIAL,ROU ND,24"S/CD 0200 0430175130 PIPE CULVERT, LF 103 $200.00 $20,600.00 Roadway OPT MATERIAL, ROUND,30"S/CD 0200 0430175172 PIPE CULVERT, LF 480 $650.00 $312,000.00 Roadway OPT MATERIAL, ROUND,72"S/CD 0200 0436 1 1 TRENCH DRAIN, LF 416 $250.00 $104,000.00 Roadway STANDARD 0200 0448 73 PUMPING LS 1 $1,250,000.00 $1,250,000.00 Roadway STATION- DRAINAGE 0200 0455 34 2 PRESTRESSED LF 280 $100.00 $28,000.00 Roadway CONCRETE PILING, 14"SQ. 0200 0515 1 2 PIPE HANDRAIL LF 753 $60.00 $45,180.00 Roadway -GUIDERAIL, ALUMINUM 0200 0520 110 CONCRETE LF 3986 $25.00 $99,650.00 Roadway CURB& GUTTER,TYPE F 0200 0520 2 4 CONCRETE LF 319 $23.00 $7,337.00 Roadway CURB,TYPE D 0200 0520 3 VALLEY LF 257 $30.00 $7,710.00 Roadway GUTTER- CONCRETE 0200 0521 72 41 SHOULDER LF 721 $275.00 $198,275.00 Roadway CONCRETE BARRIER, RETAINING SECTION Page 66 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0200 0522 1 CONCRETE SY 3094 $45.00 $139,230.00 Roadway SIDEWALK AND DRIVEWAYS,4" THICK 0200 0522 2 CONCRETE SY 1479 $60.00 $88,740.00 Roadway SIDEWALK AND DRIVEWAYS,6" THICK 0200 0526 1 1 PAVERS, SY 213 $100.00 $21,300.00 Roadway ARCHITECTURA L,ROADWAY 0200 0526 1 2 PAVERS, SY 24 $125.00 $3,000.00 Roadway ARCHITECTURA L,SIDEWALK 0200 0527 2 DETECTABLE SF 371 $30.00 $11,130.00 Roadway WARNINGS 0200 0530 3 3 RIPRAP- TN 30.5 $200.00 $6,100.00 Roadway RUBBLE,BANK AND SHORE 0200 0536 1 0 GUARDRAIL- LF 418 $25.00 $10,450.00 Roadway ROADWAY, GENERAL/LOW SPEED TL-2 0200 0536 7 2 SPECIAL EA 36 $275.00 $9,900.00 Roadway GUARDRAIL POST-SPECIAL STEEL POST FOR CONCRETE STRUCTURE MOUNT 0200 0536 8 12 APPROACH EA 1 $2,300.00 $2,300.00 Roadway TRANSITION CONNECTION TO RIGID BARRIER, FURNISH AND INSTALL,TL-2 0200 0536 73 GUARDRAIL LF 1194 $4.00 $4,776.00 • Roadway REMOVAL 0200 0536 85 24 GUARDRAIL EA 3 $3,000.00 $9,000.00 Roadway END TREATMENT- PARALLEL APPROACH TERMINAL 0200 0536 85 25 GUARDRAIL EA 4 $925.00 $3,700.00 Roadway END TREATMENT- TRAILING ANCHORAGE TYPE II 0200 0536 85 26 GUARDRAIL EA 1 $3,150.00 $3,150.00 Roadway END Page 67 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 TREATMENT- TYPE CRT 0200 0544 75 1 CRASH CUSHION EA 1 $25,000.00 $25,000.00 Roadway 0200 0550 60237 FENCE GATE, EA 2 $4,000.00 $8,000.00 Roadway TYPE B, SLIDING/CANTIL EVER, GREATER THAN 30' OPENNING 0200 0570 1 2 PERFORMANCE SY 1501 S5.00 $7,505.00 Roadway TURF, SOD 0200 0580 2 20 LANDSCAPE- EA 5 $1,650.00 $8,250.00 Roadway RESET EXISTING TREE IN PLACE WITH STAKING AND GUYING 0200 0630 2 12 CONDUIT, LF 70 $19.00 $1,330.00 Roadway FURNISH& INSTALL, DIRECTIONAL BORE 0200 0635 2 12 PULL&SPLICE EA 6 $1,300.00 57,800.00 Roadway BOX,F&I,24"X 36"COVER SIZE 0200 0999 25 INITIAL LS 1 $150,000.00 $150,000.00 Roadway CONTINGENCY AMOUNT,DO NOT BID 0300 0700 1 11 SINGLE POST AS 50 $350.00 $17,500.00 Signing SIGN,F&I GROUND MOUNT,UP TO 12 SF 0300 0700 1 12 SINGLE POST AS 8 $1,200.00 $9,600.00 Signing SIGN,F&I GROUND MOUNT, 12-20 SF 0300 0700 121 SINGLE POST AS 13 $1,200.00 $15,600.00 Signing SIGN,F&I BARRIER MOUNT INDEX 11871/700-013 UP TO 12 SF 0300 0700 1 50 SINGLE POST AS 27 $285.00 $7,695.00 Signing SIGN, RELOCATE 0300 0700 1 60 SINGLE POST AS 83 $25.00 $2,075.00 Signing SIGN,REMOVE 0300 0700 3501 SIGN PANEL, EA 3 $200.00 $600.00 Signing RELOCATE,UP TO 12 SF Page 68 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0300 0700 3601 SIGN PANEL, EA 2 $60.00 $120.00 Signing REMOVE,UP TO 12 SF 0300 0706 3 RETRO- EA 387 $4.00 $1,548.00 Signing REFLECTIVE/RAI SED PAVEMENT MARKERS 0300 0710 90 PAINTED LS 1 $25,000.00 $25,000.00 Signing PAVEMENT MARKINGS, FINAL SURFACE 0300 0711 11124 THERMOPLASTI LF 519 $3.00 $1,557.00 Signing C,STANDARD, WHITE,SOLID, 18"FOR DIAGONALS AND CHEVRONS 0300 0711 11125 THERMOPLASTI LF 203 $4.00 $812.00 Signing C,STANDARD, WHITE,SOLID, 24"FOR STOP LINE AND CROSSWALK 0300 0711 11141 THERMOPLASTI GM 0.072 $1,850.00 $133.20 Signing C,STANDARD, WHITE,2-4 DOTTED GUIDELINE/6-10 GAP EXTENSION, 6" 0300 0711 11160 THERMOPLASTI EA 14 $110.00 $1,540.00 Signing C,STANDARD, WHITE, MESSAGE OR SYMBOL 0300 0711 11170 THERMOPLASTI EA 19 $65.00 $1,235.00 Signing C,STANDARD, WHITE,ARROW 0300 0711 11224 THERMOPLASTI LF 769 $3.00 $2,307.00 Signing C, STANDARD, YELLOW,SOLID, 18"FOR DIAGONAL OR CHEVRON 0300 0711 14123 THERMOPLASTI LF 935 $10.00 $9,350.00 Signing C,PREFORMED, WHITE,SOLID, 12"FOR CROSSWALK 0300 0711 14125 THERMOPLASTI LF 718 $18.00 $12,924.00 Signing C,PREFORMED, WHITE,SOLID, 24"FOR CROSSWALK Page 69 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0300 071114160 THERMOPLASTI EA 13 $285.00 $3,705.00 Signing C,PREFORMED, WHITE, MESSAGE 0300 0711 16101 THERMOPLASTI GM 1.579 $4,000.00 $6,316.00 Signing C,STANDARD- OTHER SURFACES, WHITE,SOLID, 6" 0300 0711 16102 THERMOPLASTI GM 0.168 $5,000.00 $840.00 Signing C,STANDARD- OTHER SURFACES, WHITE,SOLID, 8" 0300 0711 16131 THERMOPLASTI GM 0.541 $1,400.00 $757.40 Signing C,OTHER SURFACES, WHITE,SKIP, 6",10-30 SKIP OR 3-9 LANE DROP 0300 0711 16201 THERMOPLASTI GM 0.576 $4,000.00 $2,304.00 Signing C,STANDARD- OTHER SURFACES, YELLOW,SOLID, 6" 0300 0711 16202 THERMOPLASTI GM 0.157 $5,000.00 $785.00 Signing C,STANDARD- OTHER SURFACES, YELLOW,SOLID, 8" 0400 0630 212 CONDUIT, LF 4679 $20.00 $93,580.00 Lighting FURNISH& INSTALL, DIRECTIONAL BORE 0400 0635 2 11 PULL&SPLICE EA 55 $650.00 $35,750.00 Lighting BOX,F&I, 13"x 24"COVER SIZE 0400 0641 212 PRESTRESSED EA 1 $1,600.00 $1,600.00 Lighting CONCRETE POLE,F&I,TYPE P-II SERVICE POLE 0400 0715 112 LIGHTING LF 18487 $2.00 $36,974.00 Lighting CONDUCTORS, F&I,INSULATED, NO.8-6 0400 0715 113 LIGHTING LF 348 52.75 $957.00 Lighting CONDUCTORS, F&I,INSULATED, NO 4 TO NO 2 Page 70 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0400 0715 4 60 LIGHT POLE EA 10 $2,150.00 $21,500.00 Lighting COMPLETE, RELOCATE 0400 0715 4 70 LIGHT POLE EA 8 $650.00 $5,200.00 Lighting COMPLETE, REMOVE POLE AND FOUNDATION 0400 0715 7 11 LOAD CENTER, EA 2 $12,500.00 $25,000.00 Lighting F&I, SECONDARY VOLTAGE 0400 0715 7 21 LOAD CENTER, EA 1 $3,350.00 $3,350.00 Lighting REWORK, SECONDARY VOLTAGE 0400 0715 7 41 LOAD CENTER, EA 1 $900.00 $900.00 Lighting REMOVE, SECONDARY VOLTAGE 0400 0715500 1 POLE CABLE EA 33 $1,700.00 $56,100.00 Lighting DISTRIBUTION SYSTEM, FURNISH AND INSTALL, CONVENTIONAL 0400 0715511130 LIGHT POLE EA 33 $6,150.00 $202,950.00 Lighting COMPLETE- SPECIAL • DESIGN,F&I, SINGLE ARM SHOULDER MOUNT, ALUMINUM,30' 0500 0630 2 12 CONDUIT, LF 2108 $20.00 $42,160.00 Signalization FURNISH& INSTALL, DIRECTIONAL BORE 0500 0632 7 1 SIGNAL CABLE- PI 2 $5,500.00 $11,000.00 Signalization NEW OR RECONSTRUCTE D INTERSECTION, FURNISH& INSTALL 0500 0632 7 6 SIGNAL CABLE, PI 2 $600.00 $1,200.00 Signalization REMOVE- INTERSECTION 0500 0635 2 11 PULL&SPLICE EA 61 $650.00 $39,650.00 Signalization BOX,F&I, 13"x 24"COVER SIZE Page 71 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0500 0639 1122 ELECTRICAL AS 3 $3,150.00 $9,450.00 Signalization POWER SERVICE,F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR 0500 0639 2 1 ELECTRICAL LF 685 $5.00 $3,425.00 Signalization SERVICE WIRE, FURNISH& INSTALL 0500 0639 3 60 ELECTRICAL EA 2 $350.00 $700.00 Signalization SERVICE DISCONNECT, REMOVE-POLE OR CABINET TO REMAIN 0500 0641 212 PRESTRESSED EA 3 $1,600.00 $4,800.00 Signalization CONCRETE POLE,F&I,TYPE P-II SERVICE POLE 0500 0646 111 ALUMINUM EA 11 $1,200.00 $13,200.00 Signalization SIGNALS POLE, PEDESTAL 0500 0646 160 ALUMINUM EA 5 $225.00 $1,125.00 Signalization SIGNALS POLE, REMOVE 0500 0649 21 6 STEEL MAST EA 1 $40,000.00 $40,000.00 Signalization ARM . ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 50' 0500 0649 21 7 STEEL MAST EA 1 $45,000.00 $45,000.00 Signalization ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 50'-30' 0500 0649 21 10 STEEL MAST EA 3 $41,500.00 $124,500.00 Signalization ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 60' 0500 0649 26 3 STEEL MAST EA 4 $2,500.00 $10,000.00 Signalization ARM ASSEMBLY, REMOVE, SHALLOW FOUNDATION- BOLT ON ATTACHMENT Page 72 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 0500 0650 114 VEHICULAR AS 14 $1,000.00 $14,000.00 Signalization TRAFFIC SIGNAL, FURNISH& INSTALL ALUMINUM, 3 SECTION, 1 WAY 0500 0653 111 PEDESTRIAN AS 10 $800.00 $8,000.00 Signalization SIGNAL, FURNISH& INSTALL LED COUNTDOWN, 1 WAY 0500 0653 112 PEDESTRIAN AS 1 $1,200.00 $1,200.00 Signalization SIGNAL, FURNISH& INSTALL LED COUNTDOWN, 2 WAYS 0500 0660 4 11 VEHICLE EA 2 $6,500.00 $13,000.00 Signalization DETECTION SYSTEM-VIDEO, FURNISH& INSTALL CABINET EQUIPMENT 0500 0660 412 VEHICLE EA 6 $3,150.00 $18,900.00 Signalization DETECTION SYSTEM-VIDEO, FURNISH& INSTALL ABOVE GROUND EQUIPMENT 0500 0665 111 PEDESTRIAN EA 12 $250.00 $3,000.00 Signalization DETECTOR, FURNISH& INSTALL, STANDARD 0500 0670 5140 TRAFFIC AS 2 $30,000.00 $60,000.00 Signalization CONTROLLER ASSEMBLY, FURNISH& INSTALL MODEL 2070 0500 0670 5600 TRAFFIC AS 2 $600.00 $1,200.00 Signalization CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 0500 0700 3201 SIGN PANEL, EA 6 $550.00 $3,300.00 Signalization FURNISH& INSTALL OVERHEAD Page 73 of 88 DEPARTMENT Funded Agreement between the.Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 MOUNT,UP TO 12 SF 0500 0700 3205 SIGN PANEL, EA 1 $3,150.00 $3,150.00 Signalization FURNISH& INSTALL OVERHEAD MOUNT,51-100 SF 0500 0700 4112 OVERHEAD 1A 1 $75,000.00 $75,000.00 Signalization STATIC SIGN STRUCTURE, FURNISH& INSTALL, CANTILEVER, 21-30 FT 0500 0700 5 21 INTERNALLY EA 6 $3,150.00 $18,900.00 Signalization ILLUMINATED SIGN,FURNISH &INSTALL OVERHEAD MOUNT,UP TO 12 SF 0500 0700 12 32 SIGN BEACON, AS 3 $6,800.00 $20,400.00 Signalization F&I OVERHEAD MOUNT,TWO BEACONS *Does not calculate total based on Low Cost Alternate *Total $7,951,725.30 Page 74 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 EXHIBIT"B" TOTAL PROJECT ESTIMATED COST , Page 75 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 COST ESTIMATE COST 25TII TO 41ST PHASE I AND II REIMBURSA rs m • CO, PHASE I and II DRAINAGE $10,329,904.78 $8,129,635.06 $2,200,269.72 RIBBECK DESIGNER $1,542,540.11 $1,213,979.07 $328,561.04 WSP CEI $1,501,221.28 $1,181,461.15 $319,760.13 UNIVERSAL ENGINEERING SCIENCES INC GEOTECHNICAL $27,288.00 $21,475.66 $5,812.34 ATKINS SURVEY $199,900.00 $157,321.30 $42,578.70 STANTEC PERMITS $192,306.24 $151,345.01 $40,961.23 HML PIO $70,275.00 $55,306.43 $14,968.58 DERM PERMITS $238,889.75 $188,006.23 $50,883.52 SOUTH FLORIDA WATER MANAGEMENT PERMITS $5,000.00 $3,935.00 $1,065.00 SHORELINE SEAWALL S2,941,550.42 $2 15 000.18 $626,550.24 Au CHARGES $17 048 875.58 $'t I 1,410.50_ OST ESTIMATE COST 25TH TO 41ST PHASE III RLL IBLRSABI E PHASE III COST ESTIMATE DRAINAGE $13,276,282.35 $10,448,434.21 $2,827,848.14 RIBBECK DESIGNER $1,205,581.00 $948,792.25 $256,788.75 WSP(530 Days) CEI $1,694,842.56 $1,333,841.09 $361,001.47 HML(Phase III) PIO $211,350.00 $166,332.45 $45,017.55 TEMPORARY MOT(12 MONTHS) MOT $651,528.35 $512,752.81 $138,775.54 MOT IMPROVEMENTS 25th to 29th MOT $420,456.09 $330,898.94 $89,557.15 TEMPORARY DRAINAGE (12MONTHS) DRAINAGE $150,000.00 $118,050.00 $31,950.00 SHORELINE 5M-3.75 SEAWALL $2 058 449.58 $1 619,999.82 $438 449.76 C \A_ ,� L, L ,, E CHARGES $19,668,489.93 $15,479,101.57 $4,189,388.35 GRAND TOTAL $36,717,365.51 $28,896,566.65 $7,820,798.85 Page 76 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 PHASE III COST ESTIMATE DRAINAGE $7,951,72530 $6,258,007.81 $1,693,717.49 RIBBECK DESIGNER $1,205,581.00 $948,792.25 $256,788.75 WSP(210 Days) CEI $949,592.64 $747,329.41 $202,263.23 HML(Phase III)(210 Days) PIO $84,575.00 $66,560.53 $18,014.48 TEMPORARY MOT(12 MONTHS) MOT $651,528.35 $512,752.81 $138,775.54 MOT IMPROVEMENTS 25th to 29th LIGHTING $420,456.09 $330,898.94 $89,557.15 TEMPORARY DRAINAGE (12MONTHS) DRAINAGE $150,000.00 $118,050.00 $31,950.00 SHORELINE 5M-3.75 SEAWALL $2,058,449.58 $1,619,999.82 $438,449.76 . HARGES $13,471,907.96 $10,602,391.56 52,869,5516.40 GRAND TOTAL $30,520,783.54 $12,917,391.74 $3,496,066.63 Page 77 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 FINANCIAL SUMMARY PROJECT FM#439228-2-58-01 The estimated PROJECT cost for FM 439228-2-58-01 is$$33 036 848.00. =1 . 11..111.11.11Eligible 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 utili relocation related work. 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 78 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 EXHIBIT"C" CITY RESOLUTION Page 79 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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 Office of Comptroller,MS 24 605 Suwannee Street Tallahassee,Florida 32399-0405 FDOTSingleAudit@dot.state.fl.us And Page 80 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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. EXHIBIT"E" Page 81 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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 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) Page 82 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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) 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 Page 83 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 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 84 of 88 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 85 of 88 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 86 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01 Qualifications: 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(1) 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: Qualifications: 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: Qualifications: 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 87 of 88 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 Staffm¢: 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 88 of 88 DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY Financial PROJECT Number 439228-2-58-01