First Amendment Department Funded Agreement with FDOT o v, y
2D- d - �(7
Contract Number:AS - 3 "i3
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 t/X, 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 modifying the procurement process of the CITY under Section
2 from a Design-Build maximum bid contract to an Invitation To Bid, ills 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.) ALA/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 SR.AlA/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),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
FYI6/17 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
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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 with the public and CEI Services.
(ii) the following contracts procured in accordance and compliance with Section 287.055,Florida
Statutes,for professional services related to the construction of Phase 1 through Phase-3;as further
described in Exhibit"A":
(1) Universal Engineering Sciences,Inc.-Project geotechnical report
(2) Atkins North America,Inc. Formerly PBS&J,Inc.-Project survey
(3) Stantec Consulting Services,Inc.-Environmental permits and benthic
and shoreline survey
(4) Ribbeck Engineering Inc.-Preparation of DCP and ITB package and coordination with
the Department
For the remainder of the PROJECT, the CITY shall competitively procure services through an
Invitation to Bid (ITB) process (hereinafter "the Invitation to Bid (ITB) Contract"), in accordance and
compliance with Section 255.20,Florida Statutes.
The CITY shall ensure that the ITB Package is inclusive of the applicable DEPARTMENT
standards and specifications set forth in the attached Exhibit"E,"incorporated herein by reference,and shall
further provide the proposed ITB package, 90% and 100% plans to the DEPARTMENT for review and
approval,prior to the CITY proceeding with the procurement of the ITB Contract.
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 C
shall administer,supervise, implement,evaluate and inspecto ( services. The CITY
and in accordance and compliance with the attached Exhibit
F," incorporated by e ref en e heruntil ein, hall,
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DEPARTMENT Funded Agreement between deg Florida DEPARTMENT of Trans
Financial PROJECT Number 439228-2-S8-0I ��a the CITY
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 Manua/(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 DEPAR'TMENT'S Materials database.
d. The CITY shall not execute any contract, or obligate itself in any manner requiring the
disbursement of DEPARTibIENT 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
amount," as defined in Paragraph 3(c) of this Agreement, if said expenditures are for actuall um 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(h)(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 teen is defined in Paragraph 3(c)of this Agreement.
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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 CTTY'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 CTTY'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. 20l5-267-KB, and of existing CITY contracts which embody ("piggy-back") the terms of
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DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Ftmmzcial PRGUECT,yumi e!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 DEPART MENT'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 EUG LI' - -
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 NMI JON 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(1)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
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DEPARTMENT Funded Agreement between the Florida DEP
Financial PROJECT Number 4399228-248-01E �Transportation and the CITY
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 I2 of the Agreement.. It is further understood
that the ITB Contract shall only require the Contractor to utilize the services of Iaw 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-additionaLwork.--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 ITB 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 35ths'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
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DEPARTMENT Funded Agreement between the Florida DEPART,WENT of Transportation and the CITY
Flnmtciaf 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-1-2-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 hi 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.
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DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PROJECT Number 439228-2-58-01
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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 2I6, 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 I 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
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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 DEPARTMINT'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
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DEPARTMENT Funded Agreement between the Florida DEPRREIYT ofTransportation and the CITY
Financial PROJECT Number439228-158-91
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-connectionwiththe-rights grantedtoor exercised by the
CITY hereunder,to the extent and within the limitations of Section 76828,Florida Statutes.The foregoing
indemnification shall not constitute a waiver of sovereign immunity beyond the limits set forth in Florida
Statutes,Section 768.28,nor shall the same be construed to constitute agreement by the CITY to indemnify
the DEPARTMENT for the negligent acts or omissions of the DEPARTMENT, its officers, agents or
employees.Nothing herein shall be construed as consent by the CITY or the DEPARTMENT to be sued by
third parties in any manner . arising out of this Agreement.
f. Prior to commencement of the construction work on the ITB Contract,the DEPARTMENT
must approve the PDP,and the CITY shall provide notice to the DEPARTMENT. The CITY agrees that
the DEPARTMENT may, at reasonable times during the construction of the PROJECT, inspect the
PROJECT construction site,and perform such tests as are reasonably necessary to determine whether the
goods or services required to be provided by the CITY'S construction contractors, pursuant to their
agreements with the CITY, conform to the terms of said agreements. Furthermore, upon completion of
construction, the CITY shall invite the DEPARTMENT on a final inspection of the PROJECT, and will
incorporate those DEPARTMENT concerns that are within the scope of the PROJECT construction
contracts,into the final PROJECT punch lists with the CITY contractors. The DEPARTMENT shall have
the right to inspect and to perform tests,but not the obligation to do so. This provision shall not be construed
to alter the CITY's obligation to perform construction engineering inspections and testing of the PROJECT
under this Agreement.
g. The CITY shall be required to obtain all necessary permits for the PROJECT from pertinent
governmental agencies,prior to commencing construction of the PROJECT.
h. Upon completion of all work related to construction of the PROJECT, the CITY will be
required to submit to the DEPARTMENT final as-built plans for the PROJECT improvements and an
engineering certification that construction was completed in accordance with the approved PDP.
Additionally,the CITY shall vacate those portions of the DEPARTMENT's right-of-way used to construct
the PROJECT, and shall remove the CITY's and/or its contractors',property,machinery, and equipment
from said portions of the DEPARTMENT's right-of-way. Furthermore, the CITY shall restore those
portions of the DEPARTMENT right-of-way damaged by PROJECT construction activities to the same or
Page 9 of 88
DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PROJECT Number 439228-2-58-0!
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 Plaided Agreement between the Florida DEPART(ENT of Transportation and the CITY
Financial PROJECT Nwnber439228-2-58-01
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
DEPARTt D1T Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financia!PROJECT Number 439228-2-58-01
The CITY agrees to substantially complete the PROJECT on or before June 306, 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.
LN WITNESS-WHEREOF;the parties hereto have executed this Agreement,on the day and year above written.
• CITY: STATE OF FLORIDA,DEPARTMENT
OF TRANSPOR ATION:
BY: 1 •h
t 11111,- � i
CITY MAYOR DISTRI, 'ate Y _
t
ATTEST: EJ , Z. (p air)`t-
EXEC
ATT .�4
(SEAL) C CLERK (SEAL _ EXEC IVE SECRETARY
LE
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641.1....5„
ORNE .DISTRICT 6 CHIEF COL:'SEL
tv 6 ' 2-
. 1s- - G 614-4
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SINCORP ORATED9 s
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Page 12 of 88
DEPARTMENT Forded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PRQIECT 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 26th 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
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Phase 2:Drainage Trunkline along Collins from 25th to 26th and Indian Creek from 26th Street to 32°d 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 dee 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 26t
• Connection to 36"French drain line
• Construct incidental roadway drainage including inlets and manholes along west side of Collins Ave from
25th to 26th
• Construct special rigid concrete barrier wall
• Provide minimum backfill cover for 72"pipe.
Work to be performed by SHORELINE FOUNDATION,INC
• Construct a seawall and/or sheet pile wall along west side of the PROJECT
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26"E to 27'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 DEPARTMEYT 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
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27ev to 321d 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 32"d and Indian Creek Street intersection
Page 15 of 88
DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the C17Y
FinamciatPROJECT h umber 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 FIJNDATION,INC
• Construct a seawall and/or sheet pile wall along west side of the PROJECT
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Page 16 of 88
DEPARTMENT Funded. Igreena eFinauiai PdtGtth7E
nt befxeen e Florida DEPARTMENT of Transportation and the CITY
I;I Nratber 439228-2-58-01
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Phase 3: Construction of remaining 72"Trunk line from 32"to 41'Street.Construction of side-street
drainage.system-and-Roadwac-Reconstruction'(1TE-Contract) --
25'to 41St Street
• Demolish existing temporary concrete wall to accommodate 72"Drainage trunk line from 32nd to 41"
• Remove existing Curb and guardrail on the west side from 32nd to 41"
• Construct a 72"storm drainage trunk-line(s)from 32nd to 41'
• Construct drainage line and structures at the mid-block from 25th to 41"pursuant to ITB Plans
• Provide minimum backfill cover for 72"pipe
• Construct special rigid concrete barrier wall pursuant to ITB Plans
• Lighting foundation and Conduits pursuant to ITB Plans
• Temporary Lighting
• Full roadway reconstruction of the project including base and final asphalt
• Construction of gravity wall along easterly back of sidewalk as needed at some locations
• Harmonization of all driveways and building entrances due to roadway profile being raised on the east side
of Indian Creek
• Construction of yard drains and trench drains as part of the Harmonization
• Pipe replacementlupsize 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 32ad Street and Indian Creek Drive
Page 17 of 88
DEPARTMENT Fended 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 41'Street(M.P.5.566 to
M.P.5.714,and M.P. 1.034 to M.P.0.232)
• FDOT Financial PROJECT Number: 439228-2-58-01
• County: Miami-Dade
• FDOT PROJECT Manager:Fabiana Gonzalez,P.E.
• CITY PROJECT Manager:Giancarlo Pena,P.E.
Page 19 of 88
DEPARTMEYT 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
ROADWAYNRAACIS PLANS COMPONENTS STATE OF FLORIDA (fir,►-
SIGNING AND PAVEMENT MARKINGS PLANS 1 y.P'ft�M �grA��� +'1�
5IGNALIZATION PLANS
DEPARTMENT OF TRANSPORTATION redK.aA 1411,,,,‘Alssonlos(16M1119 PLANS lSTRUCTURAL PLANS .t ,�ELECTRICAL PLANS CVN'IRACT PLAITS
FINANCIAL PROJECT ID 439228,-2-58-01 11p; ' .
A OCTAIL APPEARS ON THE MIAMI•-DADE COUNTY (87060)
KEY SHEETT OFF EACH COMPONENT - Ya»•MA t -AO\A
tr
INDEX OF ROADWAY PLANS STATE ROAD NO.AIA/ INDIAN CREEK DRIVE/I COLLINS AVENUE 111,11 MAY
SHEET NO. SHEET DESCRIPTION FROM 25TH STREET TO 4/ST STREET
Iii
I KEY SHEET FLOOD MITIGATION IMPROVEMENTStimic
II' _
2•6 SLUMMY OF PAY ITEMS
SOT••50.56 EUMNARSECTIONS
OFTuvmr rlEs • WLEs I�out:
1S-32 SUMMARY OF DRAINAGE STRUCTURES PROJECT LOCATIONY
23 OPTIONAL MATERIAL TABULATION 1:14 TO NORTH
24 FMOIECT LArour f 'MIAMI BEACH ntr Bear
25 CURVE AND COORDINATE DATA a!• \\\\\1 111,46,
24•71 GENERAL NOTES 1�
28•97 ROADWAY PLANS 5441A �1{I �,./9iJ n!yI I�a s? Rpt ��,�!�� - � S /
3B•44 ROADWAY PLANS 510E STREETS ��tI 7tAS}t ng/ n '} �!f(4', ,•‘‘�'� .49,k-c.,/,,i
45•49 ROADWAY PROFILE SR AlA I,I� -villwRR t t r.-- ,l D., : �;• 'i/,' 1, �,-
90-SO ROADWAY PROFILE SIDE STREET l� - /97 TRAFFIC MONITORING SITE I ®IFilig �( �� A:�ttJ/`�`�� j t''Itl t �(`•/ O 1 h;* L_
55.94 GRADING DETAILS I 'V 4 ;I0 P MIS "'� � 2 /
65•90 DRAINAGE PLANS y Sv' Ile:y f it {I:4 'w�.s� , :_�/. �j�r --:�_91-102 DRAINAGE DETAILS I 1• I 1 IYQ r�7 '� tl Ii •O /tel. :•LLI103-104 PUMP STATION NOYEs " ..... 1 I 'r ,, 7, n )14 J-"' ..?�109•106 EQUIPMENT FOUNDATION PAD DETAILS ISI 1 r,,21Y "`• ,1 rr. C p:, Ft�••�
107•190 DRAINAGE STRUCTURES �I ® `i�._ r ��1 r �i C` ,. .....•�
151•227 SPECIAL DETAILS . In "•I ( ti I ` ( �, 1-J 7 ��i/,g'o ...••• ,,o,
�, -.„1ll.� y l - t 13 tI,r • .�. ] — 7, /OVAL- ,.�
?aB•901 CROSS SECTIOxS �.fY'a'v�l l;e.,�l I• r--= IL JE1,,,t,;,-.,'.4.;.--------5%,.. OD I//11I111I\\\
305•304 STONMWAI'EN POLLUTION PAL60214ION PLANS
J�$ AI F' �, 41
907 TEMPORARY TRAFFIC CONTROL NOTES ��'- a,] rE .- -�{ ( NOTE:THE EEL)0 OF T(/ESE PLANS NAY
309-949 TEMPORARY TRAFFIC CONTROL PLANS �. - ,I�lytt_Ay j"41�, l ' ,,1}/ ' RAVE CHANNEL)DEE TO REPRODUCTION.
null'1
346 TEMPORARY TRAFFIC CONTROL GUIDE SIGN I w ;l 71%w. �"� ,�' t �
347•749 TENPURARY I IUIITING DETAILS 6 NOTES
j,� r"I"i. U - t
wR ,. I�t.SA AAI 544r 4 AUi R ACII 100% SUBMITTAL
C114-CrL•4 PROJECT NETWORK CONTROL11-t- 44411, ♦ -a1 W 44'.5 +!•tM!f
Gat•GR-It REPORT OF CORE BORING'S J�� � �` • , r 4� 1(�fib-,"si FON PROJECT MAY 2019
GR•10 ROADWAY SOIL SURVET lu.®T1 • R I fS '11.3.-7,1,c•
7 1�: , 4; sr +40.00
urv•r-urva7 UTILITY avow-mon --— 1 cr ;, 51-
tlllyJi f 'n El
��,.y, t . 1^:I ,�ti1S I'.11,= ROADWAY PLANS
ClEnd/.- / I it r .,*,;.1.1,-;;;;', •••`• I`�f/ � ENGINEER OF RECORD:
�:J 7�,1 e �� 1. CARLOS WRECK.P.E.
�/ r 41 t I4.i( N S I'k) 0:,-;'*:4-•.' P.E.NO:55543
_ ',,i-.•t= . 2V 44325RIEDESW X ENGINEERING,INC,
�, ....,.....-IS"�',4 `It z;a I ... ?i..,„,„,...,,,,,r,}71_. SUITE TOSTO ITOTN STREET
J
y I ' M(AMI,FL 33186
DEVELOPMENTAL DESIGN STANDARDS(0051: MIAMI' I 305-389.5909
CONTRACT NO.C9199
• a q1 VENDOR No.F-75-0400404
FEAR CERTIFICATE OF AUDI.a 77592
REVISIONS: I
GOVERNING DESIGN STANDARDS: P� SHEET REVISIONS FOOT PROJECT MANAGE*
.0N......-_.. FAB1ANq GONZALEZ.A.F.
Madam O.partment of Tran/pdrtatIon.701749 O►09n SIIIIGO d1(05191 CITY OF MIAMI BEACH
ens appxo(l Onion.S1.ndords/491611.0(DUO.t TEA Tollowln9 1715511.1
Mtp:/Iwwwfdot.955/d1.lpnistandardplans/OS.iMm PROJECT MANAGER:
GTANOMIE°PERAA,P.E.
APPLICABLE OSRs:
GOVERNING STANDARDS SPECIFICATIONS:
CONSTRUCTION FISCAL SHEET
CONTRACT NO. YEAR NO.
Hasid.Department al Trantportet(on.January 2017 Standard SpcDlleatlons
NW Rad and Brldoo Construction M the lYila..In9 17e6Mta
MCpl//wwwJdot. /poprammenagam.M/lmplemmnteSISPICBaoESldofoWlstdm NIA 18 1
5/M20 11:615 Pp 2.Vn51LCYSVmrY61ID6.p4tw LASS•Ma-iPEL PRELEtr OEM PrvdAN..y.•
SUMMARY OF PAY ITEMS
PAY ITEM ITEM DESCRIPTIONUNIT OTT
1011 MOBILIZATION
I LS 1
102-1 MAINTENANCE OF TRAFFIC(594 DAT
LS )
102.14 1'NAFFfC CONTAOt OFFICER NH 71.880
)07.611 )YORK ZONE MONS
102.7145 TEMPORARY BARRIER.P&L ANCHORED - - ED 106,100
102-71.16 TEMPORARY RARRIER.FSI,FREE STANDING I 192
102.71.25 TEMPORARY BARRIER,RELOCATE.ANCHORED LF 1.99
101.7146 TEMPORARY BARRIER,RELOCATE,FREE STANDING LF 96`
102.74.1 CUANNELIZING DEVICE-TYPE.1,II.D).VP 6 DRUM I - LF 4.33
102.74? CHANNELIZING DEVICE-TYPE III-6' i EDED 1OL0 18,010
102-747 CHANNELITING DEVICE-PEDESTRIAN LCD(LONGITUDINAL CHANNEUZING DEVICE) IF
102.76 ARROW BOARD/ADVANCED WARNING ARROW PANEL I I ED 532
192-78 TEMPORARY RETROREFLECTIVE PAVEMENT MARKER ED 920
102.094 I EMPOIIARY CRASH CUSHION.REDIRECTIVE OPTION EA 50
102.99 PORTABLE CHANGEABLE MESSAGE SIGN•TEMPORARY I ED 7
102104 rENPORARY SIGNALIZATION AND MAINTENANCE Of INTERSECTIONI
I ED 1,570
102-107-1 TEMPORARY TRAFFIC DETECTION AND MAINTENANCE OF INTERSECTION I ED 2.376
1014)11.1 REMOVABLE TAPE PAVEMENT MARKINGS•WHITE OR BLACK,SKIP ED 2.376
102-911.2 REMOVABLE TAPE PAVEMENT MARKINGS•WHITE OR BLACK,SOLID I IF466
102411.3 rREMOVABLE TAPE PAVEMENT MARKINGS•WHITE OR BLACK,OTHER _ IF 7..8898
3
102.972.2 REMOVABLE TAPE PAVEMENT MARKINGS•YELLOW,501.117 - IFF ,91
104.10.9 SEDIMENT BARRIER 3.328947
10441 FLOATING TURBIOIrr BARRIER I If 121
(0448 INLET PROTECTION SYSTEM LF 721
1074 LITTER REMOVAL - - - EA 77
707.2 •
• MOWING AC 53.20
108.7 MONITOR EXISTING STRUCTURES-INSPECTION AND SETTLEMENT MONITORING I LII AC
13.30
108.2 MON1l'OR EXISTING STRUCTURES-VIBRATION MONITORING I LS
106.3 MONITOR EXISTING STRUCTURES-GROUNDWATER MONITORING LS 1
As 1
710.1.1 CLEARING AND GRUBBING I AC 4.42
110.410 REMOVAL OF EXISTING CONCRETE • -
1204 - EXCAVATION - SY 8,374
CY 356.1
1200 EMBANKMENT
160.4 TYPE 8 5Tae(L(ZATJON -- CY 13.825.4
I sr 162.7.1/ PREPARED SOIL[APER '� SY AD14 411111111111L
285-707 OPTIONAL BASE GROUP 01(0-12.5 ONLY) - - - SY 2.812 - •4%�OS�)BQ 'v.-, -
285.711 OPTIONAL EASE GROUP D(8.12.5 ONLY) Sr I5,839 S- F�
31)'•70.1 MILLING EXISTING ASPHALT PAVEMENT(7•AVG.DEPTH) - - -sr 4,561 tJ`;'•1 •/pyfi •Y
327-70.4 MILLING EXISTING ASPHALT PAVEMENT i3•AVG.DEPTH) 1 - Sr _ 14.789 �'•h/i 'r
334.1.13 'SUPERMAVE ASPHALTIC CONC,TRAFFIC C - TN 3.017) -- •1ti NA G5� j1
337.7-83 ASPH CONC EC.TRAP C.FC-12.31,PG 76.1? TN 2,383.4
3354 MISCELLANEOUS ASPHALT PAVEMENT - - TN 58 ,•O . `
400.0.11 CGNCIW re CLASS NS.GRAVITY WALL(PPR GRAVITY WALL 2'HEIGHT AVO. I . CY 82.3 1-15 sT 1E F
400.0.13 CONCRETE CLASS NS,STEPS I Cr 23.3
-:;.0.' p.''',,C9��
400.4.8 CONC CLASS IV.BULKHEAD , Lp O.
ICY .IS //I.'
415.1.6 AEflllOAClNG STEEL-MISCELLANEOUS 18 7.0 li ICJ ' ler,
4154.8 REINFORCING STEEL-BULKHEAD- I
LB 720 /1I/11111�LH444
425-1311 INLETS.CURB,TYPE 9.1..40' - I EA. 6
425.1321 INLETS,CURB,TYPE P-2..10' EA 7
425.1351 INLETS.CURB,TYPE XS,310' i BA 18
425.1355 INLETS.CURB,TYPE P-5,PARTIAL I EA 1
425.1361 INLETS.CURB.TYPE P41.40' 1 EA 12
425.1392 INLETS.CURB,TYPE P•6,sI0' EA 3
425-1521 INLETS.DITCH BOTTOM.TYPE C,...10' EA 4
425.1529 INLETS.DITCH BOTTOM TYPE C MODIFIED 40'(DRIVEWAY INLET SINGLE AND DOUBLE,GRATE)' - EA 8
ALV/1/ONS
IMAM(CNOINi&NN0
,MII- /U4eAlPlai etir41F7TAT I IND. 9TAT80PYT.ORfDA SHEET
•• 1477/6Y1110 6T1LLR,stun aos DEPARTMEFir OP 2714N1PORTA7TON
YTau MO o�ie 06 11040 to, '1 COWEr FINANCIAL Molest Io ' SUMMARY OF PAY ITEMS ND.
Mint C.A.LLA.nova
2
SR AIA I MIAMI•DADE 439228-2.5941
CALLCa RNISSAN YL UCINIK N0.6030
,3x1 mum 11:111194 10.H.NKZS1Wd10(
f
SUMMARY OF PAY ITEMS
PAY ITEM STEM DESCRIPTION !
UNIT QTY
••423-241 MANHOLES.147.410' - EA -9-----
••429.2.42 MANHOLES.P-7,.40' I EA 1-
429-2.71 MANHOLES.1-7,4W I EA 6
425-2-72 MANHOLES,1.7,>IO' I EA 30
425.2.73 MANHOLES,1.7 PARTIAL(MR RISER).cI0'(!RUNE 72'PIPE RISER) - £A 17
423.5 MANHOLES,ADJUST EA ---47-
425,54 MANHOLES.ADJUST,UTILITY EA 55
425.6 VALVE BOX,ADJUST I EA 250
425.10 YARD DRAIN I EA 62
430-175112 PIPE CULV,OPT MATL.ROUND,12'S/CD - LF 2,131
••430.175-15 PIPE CULV,OPT MATL,ROUND,15'5/C0. I 1F 32 -
••430-375.118 PIPE CULV,OPT MATL,ROUND.112'5/CD LF 993
••430.175424 PipE CULV,OPT MATL.ROUND.24'S/CD if 1337
430-175430 PIPE CULV,OPT MAYO ROUND,30'S/CD (F 164
430-175436 PIPE CULV,OPT MATL.ROUND,36'S/CO I LF 74
430.175.172 PIPE CULV.OPY MAIL,ROUND,Zr 5/CO IF 2.080
••431-1-1 PIPE LINER,OPTIONAL MATERIAL.0.23' I - - LF 68
••431.1.2 PIPE LINER.OPTIONAL MATERIAL.25'•36' IF 67
436.4 TRENCH DRAIN,STANDARD I IF 763
444.734 DEEP WELL-PWGGING OP EXISTING WELLS EA 3
448.73 PUMP STATION(DRAINAGE USE ONLY) LS I
455.94.2 PRESTRESSED CONCRETE PILING.I3'SO, LF 280
5151.2 PIPE HANDRAIL-GUIOERA1L,ALUMINUM i LF 971
5203.30 CURB MID GUTTER TYRE•P IF 6.405
620.2 4 CORN AND GUTTER TYPE'0' - LE 503
520-3 CONCRETE VALLEY GUTTER - ! LF -332
521.72.4 SHLOR CONC.BARRIER WALL,RIGID-RETAINING LF 1.983
- 5221 CONCRETE SIDEWALK AND ORIVEWAYS.4'THICK 5Y 4.745
522.2 CONCRETE SIOFWALX AND DRIVEWAYS,6'THICK • I SY 2.341
5234-3 PATTERNED PAVEMENT.VEHICULAR AREAS-GREEN BIKE LANE I SY 223
126-1-I PAVERS,ARCHITECTURAL ROADWAY 5Y 227
526.1.2 PAVERS,ARCHITECTURAL SIDEWALK SY 49
527.2 _OETECTABLE'WARNING SURFACE SP 593
530.3.3 RIPRAP-RUBBLE.BANK AND SHORE • I - TN 30.5
936.1.0 GUARDRAIL.-ROADWAY,GENERAL TL-2 LP 277 `�(11U I II IUfJ
536-7.2 GUARDRAIL-SPECIAL POST(SPECIAL STEEL POST PER CONC.STRUCT MOUNT) I EA 36 ,\\� OS RPO J,iG
$36.73 GUARDRAIL REMOVAL
536-85-24 GUARDRAIL END TREATMENT-PARALLEL APPROACH TERMINAL t A —7.7587-
'2 4 • .- 1,-N 9?.
536.85.25 GUARDRAIL END TREATMENT•TRAILING ANCHORAGE TYPE fl I EA 2 : '4 ,/•y,
ti 7t 0 0y
536.85.26 GUARDRAIL ENO TREATMENT-TYPE CRT • ! EA : 1 .l ,'�
544.754 CRASH CUSHION EA 1 — 7 • / •
550.60237 FENCE.GATE.TYPE B.SLIDING/CANTILEVER.GREATER THAN 30'OPENNING. ! 64 2 r•1--•. �'`;fY..f-
370-1.2 PERFORMANCE TURP•SOD t 5Y 3.014 73 ' /� l 14
980.2.20 IANOSCAPE-RESET EXISTING TREE IN PLACE WITH STAKING AND GUYING EA S '•„.....0••, 'FAT 1E ((/,
630442 CONDUIT • iRL RID?.•�C
035.2.1 PULL&SPLICE BOX,P&I,13'X Zr COVER SIZE I - BA Los //147/04,411 ,
/1 Jr .y� `
655.242 'PULL&SPLICE BOX,F&(,24'X 38'COVER SIZE 'F �1U 11
FA 6 /fllllllll1
693.1•1 TMS VEHICLE AXLE SENSOR,NON-WEIGHT,F&1 I EA 2
6954.12 _FMS INOUCTNE LOOP ASSEMBLY EA Z--.
995.1.132 KMS CABINET,FURNISH L INSTALL,TYPE 3.PEDESTAL MOUNT EA I
71041.160 PAINTED PAVEMENT MARKINGS,STANDARD,WHITE.MESSAGE OR SYMBOL EA 10
OWNER'S CONTINGENCY ITEM LS I
• REFER TO SPECIAL DETAILS.GENERAL NOTES AND PAY ITEM NOTES
...TOTAL QUANTITY DOES NOT INCLUDE SIDE STREETS.REFER TO SUMMARY OF PAY ITEFIS FOR SIDE STREETS DRAINAGE -
i
,r� SHEET
RCVIMON1 RUM=ENOINEPRIND,INC. I ST4771 OP FLORIDA
_anYF tRb nIrFTON PAIL IlfflAUTION ICUS SW 420 STREET.SUITS 100 DEPARTMENT OF TRANSPORTATION NO.
- Wu-MO 31134SWIS"i"'°,SLORIOA 331E4 ROAD NO I COUNrt - FINANCINI PROJECT LD SUMMARY OF PAY ITEMS
SSM•A NO.ISRAM IIIMIL-OADE 439228.2-SB-01 3
CMOS Y.SWIM PS.LWOW NO,SOW
..0../4 'NJOJIRI IIJR•IOAR f;\Rw.NAYKESSALVI.0LM
SUMMARY OF PAY ITEMS FOR SIDE STREETS DRAINAGE
:Y ITEM ITEM DESCRIPTION UNIT OTY
425.2-41 MANIIOLES,P.7,a10• — EA 3
425.2.42 MANHOLES,P-7,.10' EA i
430475415 PPMY.OPT MATL,ROUND,IS"5/CO - IF 4
430475418 PIPE CULV.OPT MATL.ROUND,18'S/CDLF 49
430475.124 PIPE CULV,OPT MATL,ROUND.24'S/CD Lf 1.824
43144 PIPE LINER.OPTIONAL MATERIAL.0.24' LF 1,168
4314-3 PIPE'LINER,OPTIONAL MATERIAL,25".36• Li-- 249
SUMMARY OP PAY ITEMS-SIGNING AND PAVEMENT MARKINGS
PA_rtreM ITEM DESCRIPTION UNIT --WV-
700441 SINGLE POST SIGN,F61 GROUND MOUNT.UP TO 12 5F AS - 72
7110.142 +-'���5%(1015 POST SIGN,Pm GROUND MOUNT.12 SF TO 20 SF AS 73
9004-21 SINGLE POST SIGN.FBI BARRIER MOUNT INDEX 11871 UP TO 12 SF AS 21
700440 - - SINGLE POST SIGN,RELOCATE I AS q7
700460 SINGLE POST SIGN,REMOVE - AS 125
700_3-767 M"'^SIGN PANEL.,FURNISH 6 INSTALL'6ROUND MOUNT;UP TO 12 SF , Ea --1—
100.3501 SIGPANEL.RELOCATE.UP TO 12 SF - _ EA 3
100.3601 SIGN PANEL,REMOVE.UP TO 12 Sr I EA 7
706.3 RETRO REFLECTIVE PAVEMENT MARKERS EA 578
710.90 PUNTED PAVEMENT MARKINGS,FINAL SURFACE - LS•
_ _ PAINTED PAVE.MARKINGS,.WHITE,SOLID,6' _ GM 2.371
• PAINTED PANT.MARKINGSLWIIITE,SOLIDS'. I GM 0324
• PAINTED PANT.MARKINGS.WHITE.SOUD,18' I LF 694
• PAINTER PAVT.MARKINGS,WHITE.SOLID,24• LF 1461
• PAINTED PANT.MARKINGS.WHITE,MESSAGE OA SYMBOL 1
EA 26
• PAINTED PANT MARKINGS,WHITE.ARROW I EA 27758
• PAINTED PANT.MARKINGS,WHITE,SKIP.6'(10/30) I GM 0.
• PAINTED PANT.MARKINGS,WHITE.SKIP,6'(2/4)DOTTED GUIDELINE/6.10 DOTTED EXTENSION GM 0.229
• PAINTE(I PAVT.MARKINGS,WHITE,SOLID,12'FOR CROSSWALK ' - IF 1502
e PAINTED PANT.MARKINGS,YELLOW.SOLID 6' I GM 0.717
• PAINTED PAVT.MARKINGS.YELLOW,SOLID 8' I GM 0.11)0
• PAINTED PANT.MARKINGS.YELLOW,SOLID,I8' LF 897 !!!1111111) 11
• PAINTED PAVT.MARKINGS,YELLOW,ISLAND 1105E SF 1094 ‘� �0s^ /I7
I •%� / i
71141424 THERMOPLASTIC.STD„WHITE,SOLID,78' LF 694 .*G�'� �.-• 4 f.ice
711.11425 THERMOPLASTIC,STO.,WHITE,SOLID,24'FOR STOP LINE_^ LF 295 4. // r •_I.
771.11141 THERMOPLASTIC,STD..WHITE,SKIP.6'(2/47 DOTTED GUIDELINE/8.70 DOTTED EXTENSION GM 0.229 D Q ./`
71141.160 THERMOPLASTIC.STANDARD.WHITE.MESSAGE OR SYMBOL I EA 26 'i� -7-".:'�7.
71141.170 THERMOPLASTIC,STANDARD,WHITE,ARROW 1 EA 27 '-x] . ' j •,!? 7.
711.14224 THERMOPLASTIC.STD.,YELLOW,SOLID,18' LF 897 STT •
711.14423 THERMOPLASTIC.PREFORMED.WHITE.50L4D.12'FOR CROSSWALK IF 1,502 Qj-
71144.125 THERMOPLASTIC.PREFORMED,WHITE,SOLID,24'FOR CROSSWALK I LF 1466 i ii`xptt lA.•'�(ci````
711.4.160 THERMOPLASTIC.PREFORMED.WHITE,MESSAGE i - - EA 11) `'i.,�NAL, �G\•`‘`
71116401 THERMOPLASTIC,OTHER SURFACES,WHITE.SOLID,6' GM 2.371 111/111111!%''
71146402 THERMOPLASTIC..OTHER SURFACES,WHITE,SOLID,8' AGM 0.324
717.76431 - THERMOPLASTIC,OTHER SURFACES.WHITE,SKIP,0.20.30'SKIP i - GM 0.758
711.16.201 THERMOPLASTIC,OTHER SURFACES,YELLOW.SOLID,6' GM 0.737
71146202 THERMOPLASTIC,OTHER SURFACES,YELLOW,SOLID.a I GM O.780
•THESE WANTONS ME PAID MAUNDER PAINTED MARKINGS(FINAL SURFACE),LUMP SUN PAY ITEM NO.710-90.PAINT QUANTITIES SHOWN ARE FOR ONE APPLICATION: —_-
SEE SPECIFICATION 710 FOR THE.NUMBER OF APPLICATIONS REQUIRED.
IILYISIW15 p41wRGK E/L91HERfWHO,ow. I STATE OP FXORfOA
_l.4LT PCff ATFfION O-R�C' 1i7;71T1M776A 141411SW 110 STRAW,SUITS 9A0 OBPARTMBM-OP 7R4NEFORTATIOW SHEET
3LQIYDA MlleMlleTU.110S f 437 f,4RY OF PAY ITEMS No.
teL611es6199 MAO 110" rwrr I r ROI IO
PAPA C,A MO.,b611 SR AIR I MIAMIDADE 439228248.61 4
CUM A.AMUCK RE,UMTRIE R0.MAO
maaL MOM 1131,111 At Ai7E,.aeAett/IMII.VGA
SUMMARY OF PAY ITEMS -LIGHTING
AY ITER! ITEM DESCRIPTION UNIT OTT
630.2.12 CONDUIT.FURNISH 6 INSTALL,DIRECTIONAL BORE LF 6,800 •
839.2.91 FULL&SPLICE BON,F 6 I,DIRECTIONAL,13•x 24'COVER 5128 EA 73
641 442 p8F.5TA85SEDDCONCRETE POLE,P61.TYPE Pd9 SERVICE POLE I FA 1
795.1.12 LIGHTING CONDUCTORS,P6I.INSULATED.N0,8-B LF 28,308
715.1.13 LIGHTING CONDUCTORS,PEI,INSULATED,NO 4 TO NO 2
IF 348
715.4.00 UGNT P01£COMPLETE.RELOCATE l EA _ N •
715.4.70 _ 1149?POLE COMPLETE,REMOVE POLE AND FOUNDATION FA 15
719.7-11 LOAD CENTER.P61,SECONDARY VOLTAGE • FA 2
715.7-2I [OAt)CENTER,REWORK,SECONDARY VOLTAGE EA 1
/15-7.41 LOAD CENTER,REMOVE,SECONDARY VOLTAGE
715500.1 POLE CABLE OIETRLDILTION SYSTEM,CONVENTIONAL I EA I
715-80-130 'LIGHT POLE COMPLETE-SPECIAL-DESIGN,F61.SINGLE ARM SHOULDER MOUNT..ALUMINUM,30' EA 47
FA 47
• I
SUMMARY OF PAY ITEMS-SIGNALILATION
PAY ITEM ITEM DESCRIPTION UNIT OTT
630.2.12 CONDUIT FURNISH&INSTALL.DIRECTIONAL BORE I IF 3.288
632.7.1 SIGNAL CABLE-NEW OR RECONSTRUCTED INTERSECTION,F 6 I PI 3
632.7.6 SIGNAL CABLE•REMOVE-INTERSECTION I PI 3
895•?1! PULL 6 SPLICE BOX,FURNISH S•INSTALL.13"X 24"COVER SIZE - I PA 93
639.1.122 ELECTRIC POWER SENVICC,F81,UNDERGROUND?METER PURCHASED BY CONTRACTOR I AS - 4
6,9,4.11 moraleMINCEWIRE,F&1 •- - LF 90S
030.3.69 • ELECTRIC•SERVICDISCONNECT.'REMOVE I EA - 3 •
441.2.12 PRESTRESSED CONCRETE.POIE,FEE,TYPE P•11 SERVICE POLE EA 4
0464.1 ALUMINUM SIGNAL POLES,PEDESTAL f - PA 18
6484.60 ALUMINUM SIGNALS POLE,REMOVAL I EA 9
849--214 STEEL NAST ARM ASSEMBLY,F61,DOUBLE ARM 40'-30' EA I
449.21.6 STEEL NAST ARM ASSEMBLY,F61,91ONLE ARN 50' 1 EA 1
649.3I-7 STEEL MAST ARM ASSEMBLY.F61,DOUBLE ARM 50'-30' I EA I
64941.10 srea ARM ASSEMBLY,FBI.SINGLE ARM 60' •
\\\IIIIIIIILI/
EA 5 /
649.26-3 STEEL MAST ARM ASSEMBLY,REMOVE,SHALLOW FOUNDATION.BOLT ON ATTACHMENT i /
650.144 TRAFFIC SIGNAL,P&I.ALUMINUM.9 SECT. 1 WAY '.
6914.11 PEDESTRIAN SIGNAL.F 6 1,LED COUNTDOWN.1-WAY • AS 16 ```�'G�nt^fJ r� 1r,��
653.1.12 PEDESTRIAN SIGNAL,FURNISH 4 INSTALL!EO COUNTDOWN,2 WAY -- AS 16 7C,••J/ /I ,�,',•,xQ
AS 2 / �j C�C%
89!•1.60 PEOE5TAlAN SIGNAL,REMOVE PED SIGNAL•POLE/PEDESTAL TO REMAIN I - AS �0 � )r::
660412
660•,411 VEHLCLE DETECTION SYSTEM-VIDEO,P61 CABINET EQUIPMENT EA 3 =•171 t
860412 VEHICLE DETECTION SYSTEM-VIDEO.P61 ABOVE GROUND I EA ::::(.1 :
B05•1•11 PEOES7AIAN DETECTOR,F&'1 • EA 20 -1�•f1, ET 7 _
6654.60 - PEDESTRIAN DETECTOR,REMOVE-POLE/PEDESTAL TO REMAIN • I EA 1 :-. ••,• O 7\�
670.5440 TRAFFIC CONTROLLER ASSEMBLY,F61,MODEL 2070 ,
670-5.600 TRAFFIC CONTROL004.400 raREEic LER ASSEMBLY.REMOVE CONTROLLER WITH CABINET I AS I ,'�7/I�Ni. E(,00
700.9-?Ol SIGN PANEL.Fa.OVERHEAD MOUNT,UP TO 12 SF • I ER 8
/L17111I)LI\\\
700-3-205 SIGN PANEL,FURNISH 6 INSTALL OVERHEAD MOUNT.51.100 SF EA 1
TO-Li-3-601 SrGN PANEL,REMOVE UP TO 12 SF I EA 3
700.4112 - OVERHEAD STATIC SEWN STRUCTURE,FURNISH&INSTALL,CANTILEVER,21-30 FT EA I.
700-5.21 INTERNALLY ILLUMINATED SIGN.F61,OVERHEAD MOUNT,UP TO 12 SF EA B
700-12.32 SIGN BEACON.F61 OVERHEAD MOUNT,TWO BEACONS I AS .3
I
REV6)TON) • N ECOK LN61NYENIM0,INC. STATE OP FLORIDA
n" Lylt(.J.It,+v _p.,,,_p.,,, PTYI>[1YII¢N
14230 SW 6srnnnT,wrrnaw 1llIPARTAU9M'are 7YNNSFORV4SION SHEET•
YF
• MIAMI.10.021011iSUMMARY OF PAY ITEMSNO.
11111.1200)1 2/009 -ACaO N0 L'L1IJNTI INARCIAt PROJECT 70 11r c.ATW,21922 5 -
9
1111000 F.111111/211 P.9,LIMN IMAMS SR AIR MIAMI-DADE 499728.1.58.01
may, 31111)1)1 11039 AA aw.7..rua))xcvia.
•
SAY ITEM NOTES1
102-I NCLUDEs ruE cost ro FURNISH,INSTALL AND MAINTAIN TEMPORARY LIGHTING. 400,-D11 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMMENCING.
-
11414 INCLUDES TNF.CI75T ION TREE PROTECTION. 425.1-ABC UTILITY LOCATIONS AND CONFLICTS SNAIL BE REPORTED TO THE ENGINEER IMMEDIATELY.
1252-ABC ANY COST RELATED TO THE MODIFICATION OF.DRAINAGE STRUCTURES AND/OR PIPES
PLANS DUE TO THE urarrr CONFLICTS WILL LIE INCLUDED
52/-70.1 NCWOES COST ro MILL 1.•OF ASPHALT ALONG COLLINS AVENUE PRIOR TO RAISING THE ROADWAY. 436-El DEF IN THE COST OF THE RELAT DFROM WHAT IS SHN ONE DRAINAGE STRUCTURE AND/OR PIPE INCLUDING ADJUSTMENT
22740.4 INCLUDES THE COST OF ENTIRELY MHUNG OFF THE EXISTING PAVEMENT ALONG SR AIA/INDIAN TO PROPER PAY ITEMS. ANY COST RELATED TO NUD(F IRU THE DRAINAGE STRUCTURES
FOA. THE AVERAGE THICKNESS TO CONFLICT DRAINAGE STRUCTURES WILL BE INCLUDED IN THE COST OF THE RELATED
CREEK PR AND SIDE STREETS WHERE RECONSTRUCTION IS CALLED
DRAINAGE STRUCTURE.
I
Of EXISTING ASPHALT IS ASSUMED TO BE 3'NUT Mar VARY.
AND STRIPE THE eNritte
425-70 INCWpES THE COST OF A S MINIMUM SUMP ANO THE CONCRETE PAD AS SHOWN ON DRAINAGE 425.2•AOC THE SIDE STREETS ANO COLLLINS AVE42S-1-ALIC INCLUDES THE COST To . FACE FROM YU STREET TO 41ST STREE.ED LANE ALONG
U!'TAILS• 430JABC-DEF
430.175 INCTUNES TIlE COST OF ALL FITTNGS,HARMAN AND MATERIAL TO COMPLETE THE SYSTEM(SL .44B-3 PUMP STATION STRUCTURE INSTALLED PORING INTERIM PHASE INCLUDES THE SrIIUCTURE
522-1 INCLUDES THE COST FOR TREE GRATE AO/GSTMENT. AND CONCRETE TOPS. SOME COMPONENTS Of THE PUMP STATION WILL NEED TO BE
FURNISHED AND INSTALLED WHILE SOME WILL BE PROVIDED BY TIIE CITY OF MIAMI BEACH.
531.72.4 INCLUDES THE COST FOR CLASS N CONCRETE. THE CONTRACTOR SHALL REVIEW THE DRAINAGE DETAILS FOR FURTHER INFORI4AT10N.
I THE COST TO FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS Of THE PUMP STATION
INCLUDING NUT NOT LIMITED TO CONCRETE PADS,PANELS,CONDUITS,GENERATOR,Erc.
SHALL LIE INCLUDED IN THE COST OF THE PUMP STATION,
MS.; THE COST OF ADJUSTING EXISTING HANDRAILS IS PAID FOR UNDER THIS PAY ITER.THE
WORK INCLUDED INCLUDES,BUT IS NOT LIMITED TO,CUTTING,ADJUSTING,WELDING.
PRIMING AND PAINTING EXISTING HANDRAILS.
522-1( THE COLOR OP THE CONCRETE USED SHALL BE MIAMI BEACH RED EXCEPT WHERE NOTED.
NOT ALL PROPERTY OWNERS HAVE DECIDED ON THE COLOR OP CONCRETE AND FIELD
DIRECTION/ADJUSTMENTS WILL BE PROVIDED.
`
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F ISTRIFIIOR 6441 P{(TAIPTI¢k STATS OF 4NSPO L1 SHEET
044
14310■W 131T10UT MOTO US OBRARXAIBET OP TRAPLSPORTATION
ELORILu 531x
TSUMMARY OF PAY ITEMS NO.
4.(300)41171-4191/11h0,10 n0 [nllRTr FIN,WCIAL Pibflc'T IO
repo C.A,MO.STUD
BMI.W
V.111EE6C1{P.L UOlM7I N0.I0I43 SR AIA MIAMI•DAPE 439228-2.58.07 6
made! 11:41121I nao1I m IMauo gKLIl W1.44
TRAFFIC DATA r _________._
f(OF CONSTRUCTION SR AIA
RYE LINE
CURRENT YEAR 2015 AAD!+ IBAQU Q OF SURVEY SR AlA
ESTIMATED OPPNING YEAR . .7019 mar. IN•90O I N/W VARIES(18.54'TO 23.2ry ��
ESTIMATED DESIGN YEAR . 2079 MDT- 25,300 VARIES J_ -.-
,.....A5.14....
�I1rW VARIES(30.OT TO 123.13.1
K a 900%0.99,997L T.4.001E(24 IIOUA)
Il'TO 30' BORDER VAR/E5
DESIGN SPEED.40 MPI( BORDER 4 D-VA f9.67r.••
POSTED SPEED x 35 MPH -`�� I w +S'E Ip VARIES VARIES
I e7 11' IP V TO 17 B To 17.35
afEC'ii LANE LANE TURN IANE SIDEWALK
FORTU.1IGERINTERIM P )ELY 90 U
fOR INFRANATIONAL U4CNlY SEAWALL(RU1Li sr OTHERS) W1E
GROUND 1
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•
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CREEK I 1 I I '�� (0.05 i�-0.05, 1,_^AR PS
I I I L a a x _ 0.05 TO0.05:177:I-
OE-'� __ 02 1 1 1 1 11!
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l 1 _CONCRETE SIDEWALK _— l-SHOULDER OARAIER WAIL(RETAINING) CURB ANO GUTTER(TYPE F) ^' '-
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l( 11 /rar((� :�•=
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ll STA 100+41.04 TO STA 103+33.07 'ii).NAL EVIG`��'
L u 1 11/1u11110
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VM1E4.1 Jai'TO 1791' ......„..-@
— A/W UNE
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91%VARIES(23.24'TO 30.871 - ' ►r A/W VARIES(94.18'TO 173.471
_ i1NRS OP MILLING —Y
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POR INfORNATIONAL USE ONLY • _ FRICTION COURSE am), ► 1.S IO 2')/.T ”
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VARIES _VARIES , VARIES VARIES VARIES
6'TO 7.5 V.TO 7.3' Il' I I' J7' w 1l TD 1+► V TO I1' lV TO I V _
.4 SIDEFYALK y `LLAANINE - i - LANE y,NE LANE [SIDEWAIJO I..,,,,Air.::.
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MILL 3'DEPTH )I1 i LS I 1 I CURB AND GurrEN P(TYPE Fl. NN CURE AND GurTER IrTPE F)
OVERLAP DETAIL -i I .�g pB�. gg SEE o/ERIAP DETAIL
r j I ij
1 fl/F`KDC1O1MRIER WALL(RETAINING)
I` 1I PARKING LANE RECONSTRUCTION
I I j TYPE SP STRUCTURAL WORSE(TRAFFIC LEVEL Our AVG.)
TRAFFIC DATA ! FRICTION COURSE FC-125(1.5")(T'RAFFIC LEVEL C)(PG 16-221
CURRENT YEAR - 2016 AADT. 20.600
,A!
1� *FRICTION 241E0'C-12S(r1 MILLING
ESTIMATED OPENING YEAR . 2019 MDT. ]6.500 lti 1rAAFfIC (PG 76-221
ESTIMATED DESIGN TEAR - 2039 MDT. 29.000 MILL 1'AVG.THICKNESS
U
%•RAM D.545% T.20.211(24 HOUR) J
DESIGN SPEED.30 MPH RESURFACING
POSTED SPEED 20 MPH SR AIA/COLLINS AVE +• TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL CJ(N'AVG.)
STA 94+40.00 TO STA 100+41.04 FRICTION COURSE FC-12.5(2')(TRAFFIC LEVEL Cl/PG 76-221
90Y1110N1 HISSES%ENOINEERINO,INC. ! ETATtl OF FLORIDA SHEET
P.Cf Pr(C4iP114N PAT' LICiCAIFTION 14505 BVl120 STREET SUITE 200 DSPA$7Af67YP Cl'TRAN32Y1HTA770/V
T )
Ot.(007)38224�3o9°B ROAD ND. count? ffdANCIAt PROJECT 10 TYPICAL SECTIONSND.
POPE O,A.NO.27052
OMLOO P.f71BBEDR,P.B.MENUNO.10749 SR AM I HlAHI-DARE 439128.2.58.01 7
.iniad( Dtm1 N( a,.,ta.A,.rvrK11o01.414
•
PARKING LANE RECONSTRUCTION (ALTERNATE AI
RAV LINE Y OF CO 7flVC7lON SR AIA j
1.e.......
~E1 RTW LINE
OF SURVEY SR MA TYPE 8 STABILIZATION(Wit 40)(12')
FRICTlLEN COURSE
OPTIONAL. iY.S SE GROUP
(TRf1BC/ VELVCI!m 76-22i
VARIES RIM VARIES(19.39'TU 74.411 R/IT _
5'TO 36' ---
-OROER VARIES S PARKING LANE RECONSTRUCTION (ALTERNATE RI
-►. "1`aY-TLiTaT►I" -ORDER VARIE
3'ARIF}• TYPE 8 STABILIZATION(LBR 40)!12'1
Orf r0 s.6r v WI I ssrn OPTIONAL BASE CROUP I(4'1
�' •• 7__ 1_• tr O'AFO Y.S �•. ' • TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)/1.5)
nur[r uxpeR NrERr Pq0 [r sEAwNa qquaT MIT
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� MI4 J/ OT 011180 1 e[EV 7 "FAITS FON lNFOAMAP/DNA[USO GOLF I tl YI��1P VARIES
Is7 1 �I �FL vARXNic RECONSTRUCTION (ALTERNATE Al
d INDIAN 111 1 116-
I 0.02O.OcRERK JI �'cxa= cv- 1pj- TYPE B STABILIZATION(CBR 40102.1
1/ _ ' -` TYOPTIONAL BASE GROUP 110.118-l2.5 ONLY,
IIIA..ALI.S.,_1 P (I;-I-7-1JrZ.Lrj OIIAV AIWA ErIyT JOG FRICT N SP
POURSE STRUCTURAL
( RTRaFF(CF VE Clf 76221
11 I _I GROUND
CONCRETE SIDEWALK
RECONSTRUCTION (ALTERNATE Bl
CUA-MD GUTTER(TYPO P)
J J ITYPE B STABILIZATION(CBR 40102'1
I+ oel
I (1Npe 4 01•qI R STABILIZATION LBR 4U OPTIONAL BASE FRICTION SP ST R CT URAL COURTE(T lC I LEVEL V (PG 76-221 '
1 1 (IN0[ 410)• I TYPE SP STRUCTURAL 00l/RSE(TRAFFIC LEVEL run
11 SR AlA / INDIAN CREEK DRIVE
•• 4DESIGN SPEED=40'MPH
C., I .STA 107+60.44 TO STA 1�IOi02.19
DRIVEWAYS AND HARf(ON17ATlON
L,.._....._�__.—Li
TYPE B STABILIZATION(LBR 40)(12')
OPTIMAL
RERFFIEVELC(3)r
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TINY UNE a� �.^'�q OF SURVEY Sfl AIA
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u
VARIES
air RAY vantEs(II'.�r ro 2090 r�(7DaT1 TEMPORARY PAVEMENT
+ BORDER YAW
OPTIONAL BASE CROUP ll(7°1!B-12.5 ONLY)
GORDON TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL Cl(l,5')
-.1.17- .-----...VARIES 1),75`TO 19.6T
0.97 10 9ID• VAR/O4 VARIES
SEAMALL(SPILT
6. - 11 r r
OY OrNERS) ERBUNn rlom,oFw IAR6 / E • PAAICY•NO s r0 L)• ►
OLE S2' �n VaiNci[ Nin: StOEWA[K `,{{µIll ll!(I,/f
OWLT UNDER NTEflII4 PROJECT
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FOR INFORMM 11(160 USP ONLY ) 1 �FQF
CREEK �INDIAN 1 i � 1(�L_3Ca OL__ =�1Q2 sq� Q w U.O2 ^�_Th _ =�`�'`.• I� �,/.�� `r
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TRAFFIC DATA r( •
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CURRENT YEAR . 2013 MDT. (6.600 * ."tSR A)A/ INDIAN CREEK DRIVE
ESTIMATED OPENING TEAR . 7019 MDT. 16,900 1 I DESIGN SPEED @ 40 MPH,
OGrIMArEO DESIGN TEAR - 2039 AMT. 25,300 Li STA 103+33.07 TO STA 107t60.44
8.9.00%0-69.99% r-4.60%(24 MOOR) L
DESIGN SPRED-40 MPH
POSTED SPEED.35 MPH
I *STA 94 ETO 514 1119/lO W FOR INFORMATIONAL 115E ONLY
ALV1fMONS
RIOQECN ENOLNEPAINO1 IND,
STATS OP SO4
SHEETa rt .0114.4.1e110,4 _tau_ Ofcr9IPrrp1460-RW 1108TREET,mine 600 [iBPARTX6MTOM TRANSPORTATION
4ILL 5055OF30.50068
TYPICAL SECTIONS NO.
TEL.(906ja.8186 BASAD no. -COUNTY frNµClAl PROTECT ID
FOPS OA,MO.117892
CARL09 F.RIOOEQR,P.E.LIQENOe NO.00043 SR AIA N1A141 DADS 439770-7-Se-01 a
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•
•
RAY UNE .�/�I<OF CONSTRUCTION SR ALA PARKING LANE RECONSTRUCTION(ALTERNATE Al
9 OF SURVEY SR AIA RID LINE
TYPE B STABILIZATION UBR 901(!2.1
IONAL BASE CROUP 1(.0118-12.5 ONLY) -
VARIES RAY VARIFS(19.3Y TO 24.421
,.—� 111W VARIES(zs.10 TO 3od>•1 FRICTION ARSE FC P (TRAFFIC LEVEL C(PG T6-22)
9 TO 3a
BORDER VARIES BORDER VARIES
oq rG_roil. i1'Nrt Yd Y?•
•
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P.a TP iir a o Q« Snow TYPE B STABILIZATION(LBR 90)(12
a II• G•I OPTIONAL BASE GROUP!f9'1
SEAWALL(BURT Br OTNERS! 6AOUMD--ry11 /(OIJIOFN LANE p 1'�� TYPE SP STRUCTURAL C(XIRS£(TRAFFIC LEVEL C1f1.5•)
! ELEV L) I I IFNJLOT Li4''IE $,T vgGY FRICTION COURSE FC-72.5(LS)(TRAFFIC LEVEL Cl(FG 76-221
III 8 I
j PAAKIN •
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CREEK t 1111 I a.Bs TYPE B STABILIZATION(LBR 901 N2'1
!`I 1 j Ars,,,„m„r,,.ilifs� SP
BASE GROUP!I(T'1 fB-I2.5 ONLY
8 - 0'�-S-�7 Il;; ; -j E $ TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C7127
I 1 GeOUNOG FRICTION COURSE FC-12.5(2.)ITRAFFIC LEVEL CI(PG 76-22)
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f I j ()UDEN JIG)• CONCRETE SIDEWALK
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I!I t I STABILIZATION IRR 4P TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C1(5,
I I t I SR MA/INDIAN CREEK DRIVE FRICTION COURSE FC-I2.5(2'.)(TRAFFIC LEVEL C)(PG T6-22)
il DESIGN SPEED u 40 MPH
STA 112.161.47 TO STA 1231-94.77
LI
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- ' TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)0.5'1
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TRAFFIC DATA I, ii Y`1jINnLj41��
NT YEAR - 2015 AAOT.. 10,000 II r I I
CURRENT
OPENING YEAR - 2019 AADT o 19900 I 1 11SR A1A/INDIAN CREEK DRIVE
ESTIMATED DESIGN YEAR 2039 MOT m 29300 I DESIGN SPEED — 40 MPH
4.B.
K BBl4 U.99.99% 'r-4.007!(24 HOUR) T STA I10+02.19 TO STA 1121-61.47
DESIGN SPEED-40 MPH �I 11
POSTED SPEED••,85 MPH LJ
•BURT UNDER INTEAIN PRP7ECr,FON INFORMATIONAL USE ONLY
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148886W130 OIREET.MATE 263 DBPARTMEN•OP TRANSPORTATION
LOAM,FLORIDA 43.88180 TYPICAL SRCTIONS NO.
TEL.(808j 90}SNOB GOAD NO, ✓xrr ANC! PRO J!O
FBPE C.A.IN,77603
L ARLOB F.RIBBECN,P3e.lICEN8E N0.80649 SR AM M/ANl•OADE 419228.2.99.919
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I OF CONSTRUCTION SR A( TYPE 8 STABILIZATION RB)1 401112')
RFW LINE--``
.../.....7.,...-Q OF swim SR A/A //-!+n'LINE OPTIONAL BASE CROUP 1141(8-T$5 oar)
FRICTION COURSE FC-12.5 11.5'11TRAFFIC LEVEL CRPO 16-221
VARIES R/W VARIES(17.97 TO 28.70 t-
r 11/7 VARIES(23.117 TO 34.78'),
TO 1S'.. �.B�OR-D__AppalVARIES 110RDER VARIES
-'— IS PARKING LANE RECONSTRUCTION (ALTERNATE 8)
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6' !1 3.75 11, I VARIES OPTIONAL BASE GROUP I(4')
s 7 a TO 7.48 TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL 011/.57
SEAWALL mum'DY awn, SNWIPE�. LANE • LANE ' 110E WAG 'SOD I FRICTION COURSE FC-12.5 0.51(TRAFFIC LEVEL CUM 76-221
RRQQUU Byyi MOO
ELEVN97� YlYCQE I
I I RECONSTRUCTION (ALTERNATE A)
�}}.,I1 0.1)7 PGP BILI
TYPE 0 srAATI011(1.88 401(12'1
!holm IIf1i 002 007 , OPTIONAL BASE GROUP 1109(0-/2.5 UNLYI
CHEEK f I I I �J TYPE sP STRUCTURAL.COURSE(TRAFFIC LEVEL C112'1
1� FRICTION COURSE FC-12.5(2'1(TRAFFiC LEVEL C)(PG 76-22)
BRIY.ttPJZSL-II �j r
SAW IOW SAY ri`1 EXISTING G
II Il RECONSTRUCTION!ALTERNATE Bl
111-11 \--STABILIEATIOII LER 40 TYPE B STABILIZATION UM.1•01112')
---"'-ter+ 11 SHOULD@A Vat WIRIER WALL(RETAINING)
CONCRETE SIDEWALK OPTIONAL BASE GROUP 6(127
1 1 I I - (111005 4303 CURB AND BATTER(TYPE F) TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL Cl(3'l
1 11 FRICTIIIN COURSE FC-(2.5(2'1(TRAFFIC LEVEL CI(PG 76-22)
I� 1:
I1 II
1I 1 SR AMA/INDIAN CREEK DRIVE
DESIGN SPEED =40 MPH DRIVEWAYS MD HARMONIZATION
l( 7R STA 127+74.92 TO STA 132+88.45
Li
TYPE a STABILIZATION(WA 40)1/217
OPTIONAL BASE GROUP I(47(8-12.5 ONLY)
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C111.5")
RAM UNE f OF CONSTRUCTION SR AIR TEMPORARY PAVEMENT
-,.......• ✓ I OF SN/iVEY SR AIR `-4/111 USE
ornavAL BASE GROW Ilfl"1 8-/2.5 awn
VMIES R)W VARIES(18.47 To 23.2,1 A/W VAR)ES Is.7r TO 72.37) rPE SP STRUCTURAL COURSE (TRAFFIC LEVEL 0111.57
4 TO 16' ► x.75'
'-IBORDER VARIES 4 F} BORDER VARIYS
--T7OVYIf-?'3S- 711-'BIT I 777 TO 18.76'
0' I P VARIES qC p� M
�' LAN@ .P,yx/NG SOD SID-EWAtK f1NDEKVB7011PEGUARDRAIL ♦`♦1111111fJlllfffT7//
SEAWALL((WILT BY OTHERS)---\_ p 1 eV
UNE Ls I ♦♦ �-Q7e �i
�lFVN3.7\ 1 0 / ANIEQ /"E y�jl .e
1 1°:::
� G ''•�l .. f,,
� PGP1 Ex15TING '— Ff 1• '/f`INOfAN 11'11 0.070.07 ] 0.02 r GROUND -,�(/' '/'
CHEEK 1111 y
ally-riles_ i APB' 0 Qzv )'
+ �(�I I so O''r„ Ars GRAVITY WALL(INDEX 601II •� 781t�w� +�4 (`��
I1 I I _ DROP CURB CONCRETE S/OEWALK 'i's�l T"'il l�,l••G` ♦�
1 STABILIZATION LBH 40 '4
1 SHOULEX ER BARRIER WALL(REIAININGI CURB(TYPE 111 17fI)NA�.1 �♦♦♦
TRAFFIC DATA f1
CURRENT YEAR - 2015 AMT. 16,000 I 1 I 1
ESTIMATED OPENING YEAR - 2019 AMT m 16,901) I 1 1I
ESTIMATED DESIGN YEAR - 2039 AADT- 25,300 � I SR Al A/INDIAN CREEK DRIVE
K..9.0074 D-119.997E T••4.60%(24 HON ''r DESIGN SPEED= 40 MPH ,I
DESIGN SPEED-40 MPH C1 7r1- STA 123+94.77 TO STA 127+7,02
POSTED SPEED...35 4411 LI I
APVlS10NY RIBBECIL ENOINEERINO,INC. STATE OPPLORIDA SWEET
PA'S PftC S'1YN P•Yf 0FSettle rfIr, 14536 BW 128 STREET,ROUE NIS DEP4RTMSN)'OP TRANSPORTATION NU.
MIAMIFLORIDA TYPICAL SECTIONS(505)3634000 -0048 NO [OUNF1Ahf1AL/AECr 10 ..
FLWEOA NO.T7698 SR AIA H(AMFDADE 4592711-2.58-0T 10
E1104UCE1
CARLOS F.RIBBECK,4, 45E NO.60649
W.NN 5/74,2040 II :20M LM0OU .. yn
OF SURVEY SR MAPARKING LANE RECONSTRUCTION (ALTERNATE Al
A)W LINE -� �-LI OF CONSTRUCTION SR ALA A/W LINE TYPE B STABILIZATION(LER 401!12'1
OPTIONAL RASE CROUP 1(4 1(8-12.5 ONLY)
A/W VARIES(30.54'TO sass) R/W VARIES(30.011 TO 40.07) FRICTION COURSE FC-12.5 11.5 1ITRAFFIC LEVEL C)(AC 76-221
VARIES.. • PARKING LANE RECONSTRUCTION (ALTERNATE Bl
TO 9.3
SOD BMW'VARIES
' 10.070-1157---".' BORDER VARIES TYPE B STABILIZAr1ON(IBR 401021
1 rfris.4P OPTIONAL BASE CROUP 1(4'1
VARIES' VARIES I VARIES TYPE SP 5rRM,TURAL COURSE (TRAFFIC LEVEL C)D.57
6' _ Oro ICY v 7Q 12.37 )I' 6' _ II' 1I• 6' 2 3.10'TQ 23,11.1 FRICTION COURSE FC-I2.5 11.5')(TRAFFIC LEVEL C!LPG 76-221
rX.,
CONCRETE SIOLMAIK 1`
GOD - -. 8115 841' ` •100206 E0 SDEW,IT ' SOD
I
LANERECONSTRUCTION (ALTERNATE A)
CROWN PGP TYPE I)STABILIZATION(LBR 40)02')
' am 0.02 0 Q2 u u` 0 D1 OPTIONAL BASE, CROUP(I(T')((1-12.5 02(71
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(2'/
Sar�,1„� „�T'��,5,,,�,,,,��1 FRICTION COURSE FC-12.5 12'5(TRAFFIC LEVEL C)EPO 76-221
GROUND RECONSFRUCTNIN (ALTERNATE Bl
CORN AND GUTTER(TYPE F1 -STABILIZATION(BR 46 I TYPE B STABILIZATION(LBR 40)(T2)
CONCRETE S10FwA(K OPTIONAL BASE GROUP R(12')
CURB AND GUTTER(TrPE Fl TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL.C1(31
FRICTION(COURSE FC-12.5(2'1 r TRAFFIC LEVEL C!(PG 76-221
SR A1A/INDIAN CREEK DRIVE
DESIGN SPEED =' 40 MPH
STA 137+91.48 TO STA 743+00.00
DRIVEWAYS AND HARMONIZATION
TYPE B STABILIZATION(CBR 401112.1
OPrioNAL BASE cR(AIP'I(4'1(8-12.5 ONLY)
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL Cl(I.5')
R/W LINEQ OF CONSTRUCTION SR AIR RAV
LINE
�.IOF SURVEY SR AIR fTEMPORARY PAVEMENT
'
vAR1E5 NM VARIES(2937 TO 24.422
R/6 VARIES(25.10 TO 30.07'1 0Pr/0NAL BASE GROUP II IT1(8-12.5 ONLY)
s TO 36' 80AaCR VARIES ' I TYPE 5P STRUCTURAL COURSE (TRAFFIC LEVEL C!(1.5')
BORDER VARIE.'
-" :rnr rrr- ! :fin Ti it
..viNTES_ _
0.0 To 5.67 waifs
6' LIP I P .TO D! 6'
SEAWALL(BUILT Hr OTHERS) GROUND- ( NW16 LAND '�
�- ELEV 5.2' I BBic!B� LANE ...PARKIN
AL(/Es S1DEWALL �I ``` 171^1�I1►I(1'
1 L PAARlIL'!N0 I `1‘� ��L..Y' I l ,n/ �/
1��'T 0.02 P6� I �1.0 L✓ 1:En. ��T !i
INDIAN / ( 0.02 P ` )C / . 5, �0 1.
cREfX '(I I ___ e i f u Si,�'-4..i
WAY-1.L1-11.32-_1I ;I /////I//(III IU (r =:L, �� _
I f I I Mgr
•+
_ ,�1JtllI ^�� STAT F. Q'.
$$HQUI ER$4AIER WALL(RETAINING) CONCRETE SIDEWALK '/ilS�~' •‘(/�‘
-. I I 'I 111108 4101 CURB AND GUTTER(TYPE FI '///1/11,444.
/ / ••'����`
' 1N N .`
TRAFFIC DATA 11, 11 STABILIZATION IBR 4u //11,I1AL1lIt�C`•`
CURRENT TEAR .. 25154 DY. 16.080 I 1' SR A1A/ INDIAN CREEK DRIVE
( DESIGN SPEED = 40 MPH •
ESTIMATED OPENING YEAR .. 2029 MITT- 16,900 STA 132+88.45 TO STA 137+91.48
ESTIMATED DESIGN YEAR a MDT DT- 25.300 jl
K m 9.0026 0-99.992,1 T-4.8056(24 HOLM( L,1 N
DESIGN SPEED-s 40 MPH LI
POSTER SPEED-35 MPH
AEn51(05 22001CR ENGINEERING,INC. 1 STATE OP ictoRWA
""'-, ,REEM1 _ 1,
143300W 1900TREET QUITE 200 D3PIRTMlNT ON TRANSPORTATION SHEET
TELWM%Ew/OA00 969 ANN)NO COUNTY EINANC AL PGW2(l'no TYPICAL SIC' -Ho.
TEL.G.A.o)i0.0909 _
' 70700NO,27090 SR AM I MIA111•DAOE 439220-2.5841 11
CARLOS P.RI90ECR,P.E.LICENSE NO,00647
6nr43. HNMOU LOEN RRrWrr\1lr aw1.41$4
•
•
PARKING LANE RECONSTRUCTION (ALTERNATE A)
N/W ITNE
oP coasrnucrrON �—` LIRE OPTY(OPNAL f3SA.S GIROUP I(4")ZATiON B(2.5(ONLY)
�- FRICTION COURSE FC-12.S-(1.5')I TRAFFIC LEVEL Cl(1C T6-22)
NAV 22.5 WW 22.5 ,
8060EaVAta0.40ER
R CIES VARIES VARIESI'ARr6s PARKING LANE R£COHSTRUCTLON (ALTERNATE f)1
TO t IS '15-Y0-4-5'
U'70 4.5� T i0 11.a' TYPE fi STABILIZATION(LBB 401(12')
• OPTIONAL BASE GINNUP 1(4')
vaNlEs TYPE SP STRUCTURAL.COURSE(TRAFFIC LEVEL 07((.5')
s o TO E lr_,«.' Tr' a TO y FRICTION COURSE FC-12.5 N.5'1(TRAFFIC LEVEL MPG 76-?2)
SIDEWALK'�— PARKING "`ARKING S' '!C OFWAuf
ALUNIGUN PIPE GUIDERAIL RECONSTRUCTION (ALTERNATE Al
EXIST.WAI I. (INDEX 870)
fi0 AlNAIN/ TYPE 8 STABILIZATION(1BR 40)(12`1
I OPTIONAL BASE GROUP 11(T"118-12.5 ONLTL
OAS 'n 0.02 O.Os " TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C�(27
V FRICTION COURSE FC-18.5 lE')(TRAFFIC LEVEL C)(FC 16-22)
EKIST/N6.-I o y,//YI(/ ss.r//� /1, EXISTING RECONSTRUC T)0)((ALTERNATE B)
G1OUNO GROUND
CONCRETE SIDEWALK STABILIZATION Len 40 ; GRAVITY WALL(INDEX 60(1) TYPE 8 STABILIZATION(L8R 401f/27
EURO AND GUTTER(TYPE F1
•
CQNCBE(E SIOFIYALK TYPE SP STRUCTURAL COURS��F Nue)
CIO')
CURBANO GUTTER(TYPE F) FRICTION COURSE FC-12.5(2'11 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 8 STABIUZAT1ON ILOR 40)(12'1
OPTIONAL BASE GROUP I(4")(8-12.5 ONLY!
TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C1NS')
!—
TEMPORARY PAVEMENT
14/0 LINE 1/W LINE
N LTD ER 1 fENI Velar
^� TYPE Si'STRUCTURAL COURSE(TRAFFIC LEVEL Cl U.S")
ARK 3d law 30"r�`o IH �MArraAt C DNstY OF CONSTRUCTION f OPTIONAL BASE GROUP 11(r)(13-42.5 ONLY)
OW VARU2
VIO Id rIVARES
Y 70 19' r0 71.75
VARIES VARIES
s• _ _ 0'.TO 17 IY 26.25' 0 TO 8.25 I _�
SIDEWALKDE� I PARKIN . 'PARKING: ..T. SIDEWALK 1111111111!///
ALUMINUM PLPRwog
OEN SDI ti/ .VARIES 1S .5 TO \\��� p' RO e)�/'�.
a � I �� IV. /S
"(.ma-1.,,.......---..._.o.qaI I
oA�n3=-=A'�'+'.=_ov_o3-2fX -Y,_ �A Gam.:. "'"pO i} t*
exlsrrN -J L La -1'SL�l__l_5.1�1�`�`1`>_� 1)-T % , \ /Ji��ti,."'J/• �"
GROUH� sow
DG i�9m,., $TAT F 1' L4/
GRAVITY WALL(INDEX bar Il STAOIL/ZATION LER 40--� Pr ;E q "���
CONCRETE SIDEWALK ,' CONCRETE SIDEWALK l/P�-� '�(q\\\
CURB AND GUTTER(TYPE 1) 27TH STREET CURB AND GUTTER(TYRE f1 JJr�I ALI'EIII�
DESIGN SPEED =30 MPH
STA 27+09.98 TO STA 28+00.00
•
•
8EVIf1088 R18880N CNOINCOR040,IN0. STAIN OF FLORIDA -
SWEET
d
o.rl P:fr •r ION81 0445 B C7 T5 140860W 110!MEC,WITT0606 DEPPRTIi8M1'OP TITA 91YIN1ATSON
MIAMI,FLORIDA 36180 NO.
TEL( r/61 tl6&680Y - ROAD AO , F,aral 1 A Ao)EC ro TYPICAL SECTIONS
FBD. IYl SR AIA MIAMI-DADE 499220.268.01
CARLOS?.RICBOC C.A..BECK,P.M.LIMNS NO.00Sp
_
)Z
ami /N,N10 MAO,A .0.2.0 rrlapd,....
•
1
PARKING LANE RECONSTRUCTION (ALTERNATE Al
()/W uNc-.......s., TYPE 8 sTAB/uZArICN(WE 40)112'/
RAY LIRE
Jam-.(1 OF CONSTRUCTION �!�- OPTIONAL BASE GROUP 1(4.7!IC LEVEL C)(
FUN 2T
r•
MK RU FRICTION COURSE FM2.5 0.5ylTRAFFIC GfPG T6-2L')
BORDER READER PARKING LANE RECONSTRUCTION (ALTERNATE 8)
VARIES
TYPE 8 STABILIZATION([LILT 407!12')
r To la
OPTIONAL BASE GROUP 1(0
7YPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(l.5•)
VARIES VARIE I FRICTION COURSE FC-12.5 11.5'J(TRAFFIC LEVEL CJ(1G 76-22)
s 0 TO 9.3' 10-11' . I T o'To 9.5
S/OEWALIL( mow. - • r PARKING' •-•
SIDEWALK
ALUMINUM PIPE GAEL AAI 1145.'s
ARIES VARIES 1 RECONSTRUCTION (ALTERNATE Al
11110 RAI O!'0 7S �. O T_0.7'
TYPE B sTABIuzATION(LIR 40)112')
OPTIONAL BASE CROUP NQ71B-12.5 ONLY)
------
O.OZ �Q c _17.....\_. TYPE SP STRUCTURAL COV/RSE(TRAFFIC LEVEL C)(2')
J�/r/I`3 1 S FRICTION t CURSE FC-12.5 12)(TRAFFIC LEVEL CJ(PC 76-22)
_�____ �� r ri►rro��rra, �, GROUHf)G
E�rIRc RECONSTRUCTION (ALTERNATE 81
ouNB ESINr.WALL
GRAVITY WALL(INDEX 60111
TYPE 8 STABILIZATION([LTR 40)112.)
CONCRETE SIDEWALK STABIUYATION LER 40 - 11 OPTIONAL BASE CROUP 11112'7
CONCRETE SIDEWALK TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C7(]9
Curltl(TYPE OI cull AND GUTTER(TYPO F) FRICTION COURSE FC-12S(2')(TRAFFIC LEVEL C)(PC 76'22)
DROP CURD
DESIGN SPEED =30 MPH I
33RD STREET -STA 33+03.13 TO STA 33+95.00
37TH STREET-STA 37+07.59 TO STA 37+93.56
AM 1111E-` DRIVEWAYS AND HARMONIZATION
/-NY)LINE
f--#OF CONSTRUCTION TYPE 8 STABILIZATION(LBR 407(12')
RAY 23' "4•
ORADEA RAY 29 I OPTIONAL BASE GROUP 1/4')(8-12.5 ONLY)
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL ails')
VARIES VARIER
•
VARIES
T•TO LW r TO 14'
TEMPORARY PAVEMENT
VARIES
VARIES
s aro US II' II' N TO as . i 9 OPTIONAL RAVE GROUP 11(r0(71-12.5 ONLY) '
SIDEWALK I' PARKING* - ' PARKING S111EY/AlX TYPE 5P STR11L'TURAL OWRSE(TRAFFIC LEVEL c)(1.5")
ALUNIRUN PIPE GU/DERAIL- 0 TO l' j VARIES
-'s
(INDEX tl7ul "� t 0 TO O'TU T�
.I ALUN1/NUI1 P1
/ 'L' U5 ' 0.07 Ark •
1 c^1lNOFx BlOJ PE GUfOERAII
EtISTINO�....e '1 „krrAr "r' Off �rtrk -^7 ~�_�_-.__-
-swat00 0D I/ EAISTING ,�LILIILIILN/
1 GROUND ���\ 40.cJ �IF///
GRAVITY WALL.(1NOF.t Eell)- e
STABILIZATION LOA A0 'GRAVITY WALL INDEX 60111 �•• ��
CONCRETE SIDEWALK CONCRETE SIDEWALK G' j.,G
CURB AND f.ULTER(TYPE F) CURB FANO GUTTER(TYPE F1 •6/P,04/ `(�•
DESIGN SPEED=30 MPH
29TH STREET- STA 29+05.32 TO STA 30+02,49 Ilk "i_:-��"
30TH STREET-STA 30+05.44 TO STA 31+14,500 • 1
31S7 STREET-STA 31+06.99 TO STA 32+11.00 -,p-)/sTJ T :'4J+
32ND STREET -STA 32+05.16 TO STA 34+00.00 %fi <Lh �C-`��
36TH STREET-STA 36+12.19 TO STA 37+00.00 � � SC?\\N
38TH STREET- STA 38+05.52 TO STA 38+83.00 ITT)II I11L1,‘
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 0.03 AT 38TH STREET
-_ TE'
REVISIONS
MERCK 9TATB OP FLORIDA
PAne54PILY s
LiI •rl- n(STKri7-!ON 145350W 120 eTREST eurtez03 UBAARTXI3NT OF'IRAlY9'fY/R2'ATION SHEET
TEL,(3LORIDA�a198 TYPICAL SECTIONS No.
TU.,(306)3828200 AnAN FINANCIAL Yrr F1NANPROJECT to
FIPE O.A.NO.27605
OARLOBP.RI88EON,V.F.UCENSENO.6094! SR NA MfAb11•PAOF 439228.2.58.01 13
1 fAL•✓L( Lla(LOlD 11:1131 AN a.u1Ng•r.n/saaoLo1,
PARKING LANE RECONSTRUCTION (ALTERNATE Al
TY ')
AmLINE KM LINE OPTIOYALBfJAS ABG(1 P11(4'1(8-124.501(12
4`l l).5f ONLY)
�-$OP CONSTRUCTION I FRICTION COURSE FC-12..5 165'1(TRAFFIC LEVEL CI(PG 7E-221
A/W 2E A/W 25'
BORDER « BURDER PARKING LANE RECONSTRUCTION (ALTERNATE B)
VARIES VARIES
^II7'TO 14•I - -1 TYPE B STABILIZATION UM401 fr27 .
s d) "" 'S OPTIONAL BASE CROUP 1(4'1
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(r.5')
FRICTION COURSE FC-12.5(1.590THAFFIC LEVEL MPG 76-221
s , tO OEs Ir r .o•Toa3L�.—� IS
SIDEWALK I -PARKING- PARKING SIDEWALK
Ammo mil GUIDgRAft • VAWIES vn�r�P3^ RECONSTRUCTION(ALTERNATE A)
BMA 8701 0'TOP ry T AL NLNUN !PE 6U10ERA1L
i._ «ryDEx G7� TYPE 8 sTATuLaArroN(LBR 401(12
OPTIONAL BASE GROUP IIIT')(8-12.5 ONLY)
a D.D2 1. 1 - FRIT TYPEroN SP STRUCTURAL
FC-2 5(COURSE
(TRAFFIC LEVEL Mel
7 1221
qua IU ,� ,liaiiilliNatifigikil 1 cAn�iN+oG RECONSTRUCTION (ALTERNATE 81
RWNp
GRAVITY WALL.(INDEX 601 f) STABILIZATION LER 40 ,GRAVITY WALL(INDEX 60111 TYPE 8 STABfuzATION(LBR 40111211
CONCRETE SIAEIYALK CONCRETE siosvo LK OPTIONAL BASE GROUP 1(12'1
CURD AND BUTTE1(TYPE P1 cult()(TYPE 0) TYPE SP STRUCTURAL.COURSE(TRAFFIC LEVEL 01(r)
DSO CURD FRICTION COURSE F0-12.5(2')(TRAFFIC LEVEL Cl(PG 76-221
34TH STREET -
DESIGN SPEED = 30 MPH _
STA 34408.85 TO .STA 354.17.67 DRIVEWAYS AND HARMONIZATION
TYPE B SrA61LIZArrON aro 40)(127
OPTIONAL BASE GROUP 1(41(8-12.5 ONLY)
TYPE SP STRUCTURAL COURSE(rlAFFC LEVEL C)((.5
NAV IINE /}'�RAN LINE
/w
�—{OF CONSTNUCr10N .`
A2s . RAY 25' TEMPORARY PAVEMENT
BORDER Cat
VARIES VARIES OPTIONAL BASE GROUP 8-12.5 ONLY)
« 1rPE SP STRUCTURAL COURSE(TRAFFIC LEVEL CI A.5')
r TO 14' r To 14'
11)115 VI�,RIES
S O'7 63 • 11' , _ 1 r Miss Y.5' �S
SIDEWALK PARKING -PARKING • SIDEWALK
• ALUMINUM PIPE GUIOEMAIL-_- VARIES
RI S — ALUMINUM PIPE GOIDEHA1L
(INOEA tl701 (11001 8701
. GROUND
EXISTING--\__ '92 0002 o .(_..
GRAVITY WAIL(INDEX 60111 1 GROUND G 'Y O )--�,^'�'
CDILCAQTE SIDEWALK STABILIZATION LER 40 GRAVITY WALL(INDEX 6011) %� "1�f
CURB AND GLITTER(TYPE II CONCRETE SIDEWALK TQC: $TNT '4r.:-:
CURB AND GUTTER(TYPE F1 �f��y•..�F� OtF �<U
•
35TH STREET /7/ION1 L( l,,,
DESIGN SPEED=30 MPH
STA 35+09.31 TO STA 35+92.67
1
REVISIONS RIBBECN ENOIMEEKINO,INC. STA222 OP PLORJA4
SHEET
Mir/ nj n P11 14906{A 120 BTRBURB 206 DENIM/Mr OF T2iAALYPoBTATION NO.
MULLI,FLORIDA
IDA;51(16
LgADTEL MIK 269-5048 110. -r MARK FINANCIAL PROJECT ID TYPICAL SECTIONS
IUP6 C•A 650.2/502 I
QARLDD F.RIDBBCk,P.E.UCENB6 NO.60645 SR AIA I H1ANl4AD6 438221.3.7041 14
...A (/1111(16 11/9,21 AN 4 4NirryVLPLI0L14W
•
1 •
CONTRACT PLANS COMPONENTS STATE OF FLORIDA tR'r,
ATONING PLANS DEPARTMENT OF TRANSPORTATION PC4lCOL11"; lli �.y 1L. • 'j tYAaGY4.4
STONING AND PAVEMENT MARKINGS PIANS (AlW1ASX
S(GNALIZATION PLANS
[IOHTING PLANSSTRUCTURAL PLANS
ELECTRICAL PLANS
CONTRACT PLANS �\` ',n
1
FINANCIAL PROJECT ID 439228-2-58-0/
KEYS fpr t F p,CH COMPONENT APPEARS ON TRE
1 E MIAMI•-UADE COUNTY c'8''060.) '�
rAWN i
INDEX OF ROADWAY PLANS �rr•.l to
SHEET NU. SHEET DESCRIPTION STATE ROAD NO. AIA/ INDIAN CREEK DRIVE/ COLLINS AVENUE
FROM 25TH STREET TO .35Th/ STREET 4111k. )
I stirIAFLOOD All!'IGAT/ON,WPROVF.MFNTS
stimuli,.•6 MHANYRT O OF PAY/T1'NS
7•13 TYPICAL SECTIONS j A..... d,,u.i....
504•SOdd SUMMARY OP QUANTITIES
- f1•wn
14•IS SUMMARY OF DRAINAGE SrRscruaEs
19 OPTIONAL MATERIAL TABULATION 4.W PROJECT LOCATION�.
20 PROJECT LAYOUT l N TO NORTII
-
71 CURVE AND COORDINATE DATA IT' 141•II BEACH w r*sr
32•23 GENERA.NOTES
ft 4
24•90 It ) �\IIIIL rl//
ROADWAY PLANS SR AlA 11 6 fhl n ftNl(N�� �'�
37-39 NOap-WAY PLANS SfpF STHEFTS f J ��-ggq �Ar- /�/►W �R `\`N%SOS R/Q,�,,ccrit,
34•37 ROADWAY PROFILE.SR AIR ° �. ° �`'iiY 1 Qom'""�••^'V►' ,. ` �N •.pCkN F \N1!
38.41 ROADWAY PROFILE SIDE STREET --_=�kl""�IN°��� I,�, �i�.l� µr,J. I s �� 0/..Ali.)/ . f-
42.46 GRADING DETAILS A.I,y® .. tied a i{-r•„1tMi ll,r 1�1 ' •- 7Y P • 1 1 7�,
47•62 DRAINAGE PLANS • 44 'l 1I((/ 7 i §Gjd¢/ ._�.-
63•75 DRAINAGE PETALS a ;,f?!.,,,,:, , • )1 A n /
76•77 PUMP STATION maws r NI 1'� Q •,,,N.'4,f
r4' , +'.1/,, I. I l u — /1f� -9' ,/
75•79 EQUIPMENT FOUNDATION PAD DETAILS •L. ► y.�'I I �!. 'I�' �,�'�' I,+1 ', l
....:-_:„...-51.1.1 / •(• /•r 7 L�
BD-105 DRAINAGE STRUCTURES 7.
U4,
a) .1
'� '� Ir . , ' r Q� O�• TA of �:
TOE•119 SPECIAL DETAILS Il uts1 ) ,4:;''''.'Ll;yt �rd � i11�i TR T27+85.00-
94' 194'ti�(C\••• <^tIDP.••;G�;
159•200 CROSS SECrf01f5 •` ' ( •. V4rY ,. } / �'`\\
201•20? SiORMWATER POLLUTION PREVENTION PLANS Sa1•_`GT"i r/ , At
203 rENPORARr TRAFFIC CONTROL NOTES T-53-5 Iii~ �'� tl 11 rll l 1111111\
204.227 TEMPORARY TRAFFIC CONTROL PLANS 1 •:h e..,';;;;T:..'. t f4
228T-�a-S T7, :. NOTE:Nit'SCALE OF?NESE PIANS NAY
TEMPORARY TRAFFIC CONTROL GUIDE SIGN rIII�,J •,'1;;q1.........Itr
NAVE CIIANc6O DUE TO ReraoUUCTlO.y.
229-230 TENPORANT LIGHTING DETAILS 6 DOTES_' 'i:J ,�j}i.:o ^,'J'i.'' ,!y'•-ltl''4y'.
bat f,.b.L.,wr 1
CTL•!-CTL-4 PROJECT NETWORK CONTROL r �-+ L� 4 km 11EAq.i
GR-1-GR•9 REPORT OF CORE NOAltiGS Upli,41�'' yrp y1.1,.!4.ttlk L 100% SUBMITTAL 1
GR 70 ROgL1Y/Ar SOIL SURVEY • (('' �i.,I ,. km w fLITV-1•veyar uricirr AD1Gsrar'Yrrs ilk r � ,, ,nn +l+ - T S�UEGIN %ESTAIRY 2019
—�— •=-0 '; L� , i:-tt -T3 STA 94+ .00
ti l•. He ""..!:••::.•
", . ,zy I 1
Qpoli /•1 t�/ "'" �f I I ENGINE R PLANS
L1 .�)! �Tt.°j+•,��cS'r � \,} -IENGINEER Of RECORD:
/ I y ., CARLOS 70503K,P.E.
- 2•. y 1'�; P.E.ECS 50503
1 AlBBECK ENGINEERING.INC.
}„.411-,:::::;.;....;;.-:,'1..,:::,:,..::
• •'f- s.0 1 • 10'135 SW 1207N STREET
1 000.SI•_ }`.;.':..n. SURE 709
TO I. tI MIAMI,FL 33185
DEVELOPMENTAL DESIGN STANOAWS(DDS/:
MIAMI '4'li 305.383-5900
CONTRACT NO.09109
tl
11-..0 , VENDOR No.F.26.0460404
REVISIONS: FEPA CERTIFICATE OF AUTO.•27592
1 KEY SHEET-REVISIONS FOOT PROJECT MANAGER
GOVERNING DESIGN STANDARDS: iP Y 'Jiff..P dn... ?AMNIA GONZALEZ,PP.
Fl9rfd•Oapirtmad it'Tr•n.parriLPoA,4017.10 Malian Standards(DS•OI I
and•pPHN•No 04001121.Ods(49 Rrvhlais(05911 al MA fall00535 weGPte: CITY OF MIAMI BEACH
I47µUAN.ldotand/das/pn/•fsndardplaniF S.smul
PROJECT MANAGER:
APPL/CARLG DSR➢: G/ANCARLO PEIIIA,PE.
GOVERNING STANDARDS SPECIFICATIONS: CONSTRUCTION FISCAL SHEET
•DapYtmu
snt of h•nspor [Ipn,January 2017$ra040/tl Spat/flcatIons
Marla
NO. YEAR NO.Read and erldp•Cm/traction it IN•fWlowilq w•aslre
Mfµrrwwpl dat.9oriarcprenunnnsp•meMl JmplfmrAted7Sp•alnansI d•ralt slum
I N/A 18 1
.NAVA➢ SAL,y Pp TrvllrbryvflNSQW.t
•
SUMMARY OF PAY ITEMS
PAY ITEM ITEM DESCRIPTION I UNIT qTY
1014 MOBILIZATION LS I--
1024 MAINTENANCE OF TRAFFIC 1319 DA) 15 I
50244 TRAFFIC CONTROL OFFICER i
MH 6,180
102.00 WORK ZONE SIGNS ED 73,525
102-7145 TEMPORARY BARRIER.P01.ANCHORED LF 90
102-71.10TEMPORARY BARRIER,F61.FREE STANDING IF 1.876
302.71.25 TEMPORARY BARRIER,RELOCATE,ANCHORED LF 48
102.71.26 TEMPORARY BARRIER.RELOCATE.FREE STANDING - LF 2,835
102.74-1 CNALNFUZINC DEVICE-TYPE I.II,DI.VP&DRUM EO 72,210
102.74,2 CM4NNELIZING DEVICE-TYPE III-6' i ED 10,710
107.74.7 CHANNE'I.IZING DEVICE.PEDESTRIAN LCD(LONGITUDINAL CNANNELIZING DEVICE) IF 336
102.76 ARROW BOARD/ADVANCED WARNING ARROW PANEL ED 530
,Or-7Y YIFMPORARY RETROREPLECTIVE PAVEMENT MARKER I EA 50
102-004 TEMPORARY CRASH CUSHION.REDIRECTIVE OPTION I 10 4
102-99 PORTABLE CHANGEABLE MESSAGE SIGN-TEMPORARY ED 945
102-104 TEMPORARY SIGNALIZATION AND MAINTENANCE OF INTERSECTION t ED 638
102-107.1 Tt'MPONARY TRAFFIC DETECTION AND MAINTENANCE Of INTERSECTION ED - 6311
102-911.2 REMOVABLE TAPE PAVEMENT MARKINGS-WHITE OR BLACK,SOLID LF 1.340
102.811.3 REMOVABLE TAPE PAVEMENT MARKINGS-WHITE OR BLACK,OTHER SF 128
102.917.2 REMOVABLE TAPE PAVEMENT MARKINGS-YELLOW.SOLID LF B,S12
10440.3 SEDIMENT BARRIER `-LF 1,807
104.11 FLOATING TURBIO1TY BARRIER LF 121
104.18 INLET PROTECTION SYSTEM EA SS
107-1 111 TEA,REMOVAL
AC _ 20.45_
107.2 ARMING AC 3.27
1013-1 MONITOR EXISTING STRUCTURES-INSPECTION AND SETTLEMENT MONITORING LE 1
108.2 ,MONITOR EXISTING STRUCTURES-VIBRATION MONITORING L5 I
108.3 MONITOR EXISTING STRUCTURES•GROUNDWATER MONITORING IS 1
1104-1 [TEARING AND GRUBBING AC 2.23
130.4-10 REMOVAL Of EXISTING CONCRETE SY 4.871
120-1 EXCAVATION
120.6 EMB,WJCMENT i _ CY 417.9 `�\\1\111,1111/1�/
160.4 TYPE 8 STABILIZATION Cr 9.114.3 `\\ NQS 1-J•L?4�//,,
SY 11,391 ,,,\\\
J ��1���
)624.11 PREPARED SOIL LAYER - SY 1.501 • C. F
OPTIONAL EASE GROUP 0110-12.5 ONLY) SY 1.494 1�T•. 5 -. -:--
285,701 Jr
785.711 OPYIOTIAL BASE GROUP 11(0.12.5 ONLY) I Sr _ 8,875 / / ;
737.70.1 MILLING EXISTING ASPHALT PAVEMENT(Y AVG.DEPTI II 5Y 4.561 - ✓,�:`--:
327 .0.4 MILLING EXISTING ASPHALT PAVEMENT 13"AVG.DEPTH) SY 7.006 y"i% (�
)34443 fUPERPAVE ASPHALTIC CONC,TRAFFIC C -
� .„./ EC ` ILIA
TN 7.213.5 � BT�'lE C 'k/
337.7.83 ISM CON[FC,TRAP C.FC-12.5,PG 76.22 TTN N 1 11.3 8 �O� '•' (11! 1`,•• �?
930.1 MISCELLANEOUS ASPHALT PAVEMENT KA 'I
400.0.11 CONCRETE CLASS MS,GRAVITY WAIL(FOR GRAVITY WAIT.T HEIGHT AVG.) I '/61.0
/s�'�y7gqqq���� �M'J\
400.043 CONCRETE CLASS NS,STEPS
CV - 23.3 �/1/I1I111111\\\\
400.4.6 CONC CLASS IV,BULKHEAD CY 7.0
4151.6 REINFORCING STEEL.MISCELLANEOUS LB 1.156 '
415.1.6 REINFORCING STEEL.BULKHEAD LB 720
425.1201 MINTS,CURB,TYPE 9,<I0' EA 1
425.1311 INLETS,CURB,TYPE P.I. l0' I EA 2
425.1321 INLETS.CURB,TYPE P.2,<10' _ EA 5
4254351 INLETS,CURB,TYPE P-S,<10' I EA 10
4-25.1355 INLETS,CURB,TYPE P-5,PARTIAL EA 1
425-1361 INLETS.CURB,TYPE P-8,<10' EA 6
425.1521 INLETS,DITCH BOTTOM,TYPE C,<10' EA 3
425-1529 INLETS.DITCH BOTTOM TYPE C MODIFIED<)0'(DRIVEWAY INLET SINGLE AND DOUBLE!GRATE) EA 3
mamma RUNUP(RHW NOCW RO,INC.aTj_ I}fN/A/{CM RAY! h(JfAIAY[hN SMUT SW 110 YT SUlTI208 DEPARTMENT OF TRANSPORTATION SHEET
y
• mum,TU.(US 22150IDA +w SUMMARY OF PAY ITEMS Na
TU.(US)2215002 READ N0. COUNTY FINANCIAL PAOJEGT TO
rC.A.No.17R to MR AIA HIAMI,DADE 439228.2•SB-01
CARLOY I.sines
mucosa Scow NO.50041 2
o we --n1/N,4 1:10,40 FA IAl.NANIKISILBII01.60
SUMMARY OF PAY ITEMS;
PAY ITEM ITEM DESCRIPTION
••425.2.47 MANHOLES,P•7,110' U6.4 05Y
925.2-42 MANHOLES,P.7,•10' I EA- 1
• 425441 MANHOLES,3/7.d0' EA 3
425.2.72 MANHOLES,1.7,•40 T EA - 12
425—73 MANHOLES.1.7 PARTIAL(MH RISER),-as-(INLINE 72`PIPE RISER) I - EA 4
425-5 MANHOIES,AORIST EA 47
425-S t _ MANHOLES,ADJUST,UTILITY FA 46
425.5 VALVE BOX,ADJUST EA 150
12FILi YARD 0RA1N - EA 43
430475412 PIPE CULV.OPT MATL ROUND,L?'S/CD LF 1,394
••430473415 PIPE CULV.OPT MAIL,POUND.IS"S/CD LF -32
••43047341d PIPE CULV.OPT NAIL.ROUND,IB"5/CD - 1.F 420
••430.175.124 �1PF CULV.OPT MATE,ROUND.24•WOLF 7/2
430-175.130 PIPE COLO,OPT MATL.ROUND,30'S/CD - LF 103
430.175-172 'PIPE CULV.OPT MATL,ROUND.72-S/CD LF • 480
436-I-1 TRENCH DRAIN.STANDARD - .IF 416
444.754 VEEP NELL-PLUGGING OP EXISTING WELLS I EA 3
448.73 PUMP STATION(DRAINAGE USE ONLY) LS 1
455.34-2 PRESTRESSED CONCRETE PILING.74"SO. • ! LF 280
5154-2 PIPE HANDRAIL-GUIDERAIL,ALUMINUM
520-140 CURD AND GUTTER TYPE'F' Li- 3.686 \�j111R�IIIV
520.2.4 CURB AND GUTTER TYPE'D• i LF 319 .`��`,,�``IIo RIQQ,.''���
520-3 CONCRETE VALLEY GUTTER
if
23'7 \ `C�"'-�egi"a)•�/'�� i
521.72-4 Snt OR LONG.BARRIER WALL.RIGID-RETAINING lF •�-721 �,)P...00. .11.9.6.1:
• 7. :_
5224 CONCRETE SIDEWALK AND DRIVEWAYS.4"THICK SY 3,090 *. 543/••'
522.2 CONCRETE SIDEWALK AND DRIVEWAYS.6"THICK. .�----
526.7.1 PAVERS.ARCHITECTURAL.ROADWAYsr 213_. 5Y 1,479 - / ,---S----7:-
522.2
��_'`
526-1-2 PASVERI,ARCHITECTUR/LL,SIDEWALK SY 24 ^`� �••
k
527.2 YiEIECTABLE WARNING SURFACE
SF _371 iY -.• $qT�• •LUQ
530.3.3 NIPRAP-NUBBLE,BANK AND SHORE TN 30.S O.'•/ :-
536+0 GUARDRAIL-ROADWAY.GENERAL TL-2 -P••�`
536.7-2 GUARDRAIL-SPECIAL POST(SPECIAL STEEL POST PEA CONC.STRUCT MOUES, EA 90 1'1)1/SI�fV' 1 {q��1�c-`y,�..U`
536-73 GUARDRAIL REMOVAL LF 1,199 1-•ZLL4 jI1,1'`
536.842 - N'NROACH TRANSITION CONNECTION TO RIGID BARRIER,FURNISH AND INSTALL,TL•2 EA 1
536.85.24 4DARDRAL END TREATMENT-PARALLEL APPROACH TERMINAL EA 3
• 536.85.25 GUl1RPAAL'END TREATMENT--TAAIUNG ANCHORAGE TYPE II - - EA 4
536.85-26 4VAROHAL END TREATMENT•TYPE CRT EA I
54.75.1-�'�- CRAM CUSHION • I • EA I
55060237 FENCE GATE,TYPE 6,SUDING/CANTILEVER,GREATER THAN 30'OPENNING I - EA 2
5704.2 PERFORMANCE TURF,SOD SY 1,501
580.2.20 LANDSCAPE-RESET EXISTING TREE IN PLACE WITH STAKING AND GUYING EA S
6304•12 cot.'owr _ LF _70
635.2-12 PULL 6 SPLICE BOX,FBI,24'X 36•COVER SIZE i EA 6
-OWNERITEM I — LS I -
• 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
A[YHt4AS
T'•1� PEsfe(PUMi Dere P[STPlPIIaN IU SICK lMOINiaWNq INC. STATE OJFLORIDA SNEER
14770 aw 110 S STMT.SUITE 103 DSPARTNENT OP TRANSPORTATION
T111.;3037313,310� °N I/O,I rotifer 'FINANCIAL Miser ID SUMMARY OPPAT ITEMS NO.
PAPA C.A.N0,AVM
CAR/.6a Y.31211011.3.1.1111111 HO.10143
SR AA M1AML-DADS 438226.2.58.01 3
A0A/Ntl 3/10/2,581 !:10007• 1:AKOr1fKE5I101f01.OGY
•
SUMMARY OF PAY ITEMS FOR SIDE STREETS DRAINAGE •
PAY ITEM ITEM DESCRIPTION 1 UNIT QTY
425.2.41 MANHOLES,P-7,<l0' EA 2
430.175.115 PIPE CULV,OPT MATT.ROUND,150 S/CD I IF 4
430.175.118 PIPE CULV.OPT MATL,ROUND.18'S/CD I I LF 10
430.175424 PIPE CIDLV,OPT MAIL,ROUND,24•5/CO 1 LF 1,704
43144 PIPE LINER.OPTIONAL MATERIAL.0.24' LF 918
•
SUMMARY OF PAY ITEMS-SIGNING AND PAVEMENT MARKINGS
PAY ITEM ITEM DESCRIPTION I UNIT QTY
700.1.11 SINGLE POST SIGN.MI GROUND MOUNT,UP TO 12 SF AS 50
700.1.12 SINGiE POST SIGN,MI GROUND MOUNT,72 Sf TO 20 SF I AS— -_y
700.1.21 SINGLE PO57'5'IGN,
.........
&f BARRIER MOUNT INDEX 11871 UP TO 12 SF 1 A5 " 13
700.1.50 SINGIP POST SIGN,RELOCATE AS '_27
7060 SINGLE POST SIGN,REMOVE , A5 83--
0.1.700.3501 SlGN PANEL.RELOCATE.UP TO 12 Sf EA 3
700.3601 SIGN PANEL,REMOVE,UP TO 12 SF - I EA`��_2
706.3 RETRO•REFLECTIVE PAVEMENT MARKERS EA 387
710-90 PAINTEII PAVEMENT MARKINGS.FINAL SURFACE 1 LS 1
FAINTED PANT.MARKINGS,WHITE.SOLIDL6' i GM^ 1.579
• _FAINTED PANT.MARKINGS.WHITE.SOLIDS' I • GM 0.168
• PAINTED PANT-MARKINGS,WHITE.SO(ID,IB' if 519
• PAINTED PANT.MARKINGS,WHITE.SOLID,24' I IP 921
• FAIN(ED PANT.MARKINGS.WHITE,MESSAGE OR SYMBOL IEA 14
• PAINTED PANT.MARKINGS.WHITE.ARROW , EA 19
• FAINTED PANT.MARKINGS,more,SKIP,6'(10/30) I GM 0.541
• •FAINTED PANT.MARKINGS.WHITE,SKIP.6'(2/4)DOTTED GUIDELINE./6.10 DOTTED EXTENSION GM 0.072
•
PAINTED PANT.MARKINGS.WHITE.SOLID,12'FOR CROS.SWAIX I LF 935
. ' PAINTED PANT.MARKINGS.YELLOW.SOLID 6- I GM 0.576
• _ PAINTED PAUL MARKINGS,YELLOW.SOLID 8' I GM 0.157 �11111111I(
• PAIfNEU PANT.MARKINGS,YELLOW.SOLID,l8' i IF 769 "`\ ,/,'-`,/,/-
• ����Lj�lJR/
PAINTED PANT.MARKINGS,YELLOW,ISLAND NOSE SF 900 v3•E' i
•
•
711.17.124 TfiERAIDPIASTlC,STD.WHITE.SOUR.18" ' LF 519 . V: ! x.. .----
711.11.125 TIIEHNOPLASTIC,STD.,WHITE.SOLID.24'FOR STOP LINE I ti; EI 643
LF 203 -i*, 1:0• f /" •
711.11.141 THERMOPLASTIC,STP..WHITE,SKIP,6'(2/4)DOTTED GUIDELINE/6-10 DOTTED EXTENSION GM 0.012 - ;b, jk i/:Er_7
711.11.100 IY(CHMOWASTIC,STANT/ARII.WHITE.MESSAGE OR SYMBOL 1 EA 14 A 19 f• L - •
:W:•:
71141.70 THERMOPLASTIC,STANDARD,WHITE,ARROW �A - • �'/�//
711.17.724 THERMOPLASTIC.STD_YELLOW.SOLID,75' IF• 769 �T. •
'TA EOF •
711.14.!29 THERMOPLASTIC.PREFORMED.WHITE,SOLID.12'FOR CROSSWALK I LF 935 �iO�C; LO 10h•\-�';
711.14.125 THERMOPLASTIC,PREFORMED,WHITE,SOLID,24*FOR CROSSWALK I ,LF 718 i/ `�' ���y1�;•V''�
711.41.160 TIIERMOOPLASTIC,PREFORMED,WHITE.M555AGE I EA 13 — '•7 •I t L 1`"
71146401 THERMOPLASTIC,OTHER SURFACES,WHITE,SOLID.6' CM 1.579
711.16.102 THEMMOPLASTIC,OTHER SURFACES.WHITE.SOLID.e• i GM 0.169
711-16.131 THERMOPLASTIC,OTHER SURFACES.WHITE:SKIP,6•,10-30 SKIP I - GM 0.541
71144.201 THE1IMOPLASTIC.OTHER SURFACES.YELLOW.SOLID.64 • I GM 0.576
711.16402 THERMOPLASTIC,OTHER SURFACES.YELLOW,SOLID,8' I GM 0,157
I
•THESE QUANTITIES ARE PAID FOR WIDER PAINTED MARKINGS(FINAL SURFACE).LUMP SUM PAY ITEI4 N0.770.90.PAINT QUANTITIES SHOWN ARE FOR ONE APPUCRTION;
SEE SPECIFICATION 710 FOR THE HUMBER OF APPLICATIONS REQUIRED.
REVISION! - RIU@ICK ENDINEEIUNO,111CA ST4T8 OF FLORIDA
DATE f•T:fPU7MY auRI9T7M 14333W33 MI 120 STRUT.WW2 203 DEPARTMENT OF TRANSPGNTATION SHEET
31131.11,FLORIDA 37140 NO.
16L(303)38(8404 ROAD NO. i COUNM I FINANCIAL PROJECT ID S UL MARY OF PAY ITEMS
Fore C.A.NO.27512
CURIOS F.1112232 P.2.111331143110.60347 SR AIR MIAMI•DAOE 439228.2.58-0I 4
Madam, IOGINN 1.51,5 M P P.MN.F.LESSL01I01DC0
SUMMARY OF PAY ITEMS- LIGHTING
PAY ITEM ITEM DESCRIPTION I UNIT QTY
030.2.12 CONDUIT.FURNISH&INSTALL.DIRECTIONAL BORE LF 4,679
635441 PULL&SPLICE BOX.F&I,DIRECTIONAL,13'X 2r COVER SIZE I EA 55
541.2.72 .PRESTRESSED CONCRETE POLE,FEL TYPE P4l SERVICE POLE - EA /
715442 LlGI1TING CONDUCTORS,PSI.INSULATED,NO.8-6 I - LF 18.487
7154.13 LIGHTING CONDUCTORS.P&L INSULATED.NO 4 To NO 2 1 LF 348
715.4.80 UUHT POLE COMPLETE.RELOCATE 6A 10
715.4.70 LIGHT POLE COMPLETE.REMOVE POLE AND FOUNDATION EA a
715.74I LOAD CENTER,F61,SECONDARY VOLTAGE I - EA 2
715.7-21 LOAD CENTER,REWORK.SECONDARY VOLTAGE I EA 1
715715-7.41 _ LOAD CENTER.REMOVE.SECONDARY VOLTAGE • I EA I
715.500- POLE CABLE DISTRIBUTION SYSTEM.CONVENTIONAL - EA 33
71S•511-I30 UGIT POLE COMPLETE-SPECIAL DESIGN.FBI.SINGLE ARM SHOULDER MOUNT,ALUMINUM,30' EA 33
I
1
SUMMARY OF PAY ITEMS- SIGNALIZATION
PAY ITEM ITEM DESCRIPTION 1 UNIT OTY
630-242 CONDUIT,FURNISH&INSTALL,DIRECTIONAL BORE LF 2.108
632.7.1 SIGNAL CABLE-NEW OR RECONSTRUCTED INTERSECTION,F 5 I I P1 2
632.7-6 SIGNAL CABLE-REMOVE-INTERSECTION PI 2
635.2.11 FULL&SPLICE 80X,FURNISH&INSTALL.13I'X 24'COVER SIZE EA - 61
6394.122 ELECTRIC POWER SERVICE.P&L UNDERGROUND,METER PURCHASED OY CONTRACTOR I AS 3
839.2.1 ELECTRIC SERVICE WIRE,FSI I IF 685
535-3.0 EI ELT RIC SERVICE DISCONNECT.REMOVE EA 2
611.242 PAELTRFSSED CONCRETE POLE•F67,TYPE P4I SERVICE POLE I EA
1546•1 Ii ALUMINUM SIGNAL NDlES,NEPESTAIII
. I EA 3
3
046.140 ALUMINUM SIGNALS MIS.REMOVAL. EA 3
849.216 STEEL MAST ARM ASSEMBLY,PSI,SIGNLE.ARM SO' I EA I ```0111311LN,,
6464E? STEEL MAST ARM ASSEMBLY.F61.DOUBLE ARM 30'-30' I EA I •,% S 1Q7 7".-
4-3.11.10 STEEL MAST NIM ASSEMBLY.FM, SINGLE ARM 60' i `
EA 4 ``'‘,4t." .. d ECT- i
8.19.20.3 Y7'EEL MAST ARM ASSEMBLY;REMOVE,SHALLOW FOUNDATION.BOLT ON ATTACHNENTI E11 4 `Ccl-.: 'k
550444 TRAFFIC SIGNAL.I,6 I.AWMINUM,3-SECT.,1 WAY I AS 14
692.1.11 PEDESTRIAN SIGNAL.F&1,LED COUNTDOWN.!WAY - I AS 10 .'
6531.12 PEDESTRIAN SIGNAL.FURNISH&INSTALL LED COUNTDOWN;2 WAY -. :• (�
660.141 VEHICLE DETECTION SYSTEM VIDEO,f6I CABINET EQUIPMENT I EA 2AS 1 -:.."0-k' -• 1!!1:
660.4.12 VEHICLE DETECTION SYSTEM•VIDEO.FE!ABOVE GROUND I FA 6 ', � NOF V'•
665.1.11 PEDESTRIAN DETECTOR.F 6 I - -
61,0..140 TRAFFIC CONTROLLER ASSEMBLY.P61,MODEL 2070 I AA 12 %' ` •• (�R10r•'�Ci`�
670.5400 TRAFFIC CONTROLLER ASSEMBLY REMOVE CONTROLLER WITH CABINET AS 7AS 2 (/��{�1 G '
EA 6 �77 1111113 11�111�\
)OD•3.Y0t��"SIGN PANEL.F61�OVERHEAD MOUNT,UP TO 12 SF
700.3.203 SIGN PANEL.FURNISH&INSTALL OVERHEAD MOUNT,51-00 SF I - EA 1
700.4.112 OVERHEAD STATIC SIGN STRUCTURE,FURNISH&INSTALL.CANTILEVER.21-30 FT I EA L
700-5-21 INTERNALLY ILLUMINATED SIGN.FEL OVERHEAD MOUNT.UP To 12 5f I _ EA 6
700.12.32 SIGN BEACON,FBI OVERHEAD MOUNT.TWO BEACONS - I AS 3
I
I
/
-
REVISIONS RIBYECK NNOIHEERIKO,IRC.
0.111DION 1433MY/ LIIi
ISfA1PYlOk _ 0�1L 0•yraN•Y5p� 123 STRUT,RUM 203 DEPARTMENT OF TRANSPORTATION SHEET
MA"FLORIDA TRU 0)u;DDRB 110.10 NO I COUNTY FINANCIAL PROJECT 10
SUMMARY OF PAY ITEMSNo.
RIPE CJ.NO.27651
CARLOS I.tumult I4.LIG5N55 Ho,5050 SR AIA MIAMI-OBOE 4.39228.2.58.01 5
—
1,ce,lwee PROMO 1:10.0.9/N 190.L.a.. d d LGe
Pay ITEM NOTES;
102.1 INCLUDES THE COST TO FURNISH,INSTALL AND MAINTAIN TEMPORARY LIGHTING. 400•P-I1 CONTRACTOR SHALL VERIFY ALL 07107E LOCATIONS PRIOR TO CONSTRUCTION COMMENCING.
4254-ABC UTILITY LOCATIONS AND'CONFLICTS SHALL GE REPORTED Tp THE ENGINEER IMMEDIATELY.
11041 INCLUDES THE COST FOR TREE PROTECTION. 425.2•ABC ANY COST RELATED TO THE MODIFICATION OF'DRAINAGE STRUCTURES AND/OR FIFES
430-ABC-DEF FROM WHAT 15 SHOWN ON THE PLANS OUE TO THE UTILITY CONFLICTS WILL BE INCLUDED
321.704 INCLUDES COST TO MILL r OF ASPHALT ALONG COLLINS AVENUE PRIOR TO RAISING THE ROADWAY. 435.14 IN THE COST OF THE RELATED DRAINAGE STRUCTURE AND/OR PIPE INCLUDING ADJUSTMENT
327.70-4 INCLUDES THE COST OF ENTIRELY MILLING OFF THE EXISTING PAVEMENT ALONG SA AIA/INDIAN TO PROPER PAY ITEMS. ANY COST RELATED TO MODIFYING THE DRAINAGE STRUCTURES
CREEK DA AND SIDE STREETS WHERE RECONSTRUCTION(S CALLED FOA. THF AVERAGE 7f11CKNE55 TO CONFLICT DRAINAGE STRUCTURES WILL LIE INCLUDED IN THE COST Of THE RELATED
OF EXISTING ASPHALT IS ASSUMED TO 8E 3'BUT MAY VARY. DRAINAGE STRUCTURE.
425.10 INCWDES THE COST OF A 2'MINIMUM SUMP MIO THE CONCRETE PAD AS SHOWN ON DRAINAGE 42S4-ARC INCLUDES THE COST TO MILL,RESURFACE AND STRIPE THE ENTIRE IMPACTED LANE ALONG
425.2-ABC THE SIDE STREETS AND COLLINS AVE FROM 27TH STREET TO 41ST STREET.
DETAILS. 430-ARC-DEP
00.115 INCLUDES THE COST OF ALL FITTINGS,HARDWARE AND MATERIAL TO COMPLETE THE SYSTEMIS1. 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
5174 INCLUDES THE COST FOR TREE ORATE AOIU5THENT, FURNISHED AND INSTALLED WHILE 5014E WILL B6 FROWNED BY THE CITY OF MIAMI REACH.
121424 INCLUDES THE LOST FOR CLASS LV CONCRETE. THE CONTRACTOR SHALL REVIEW TUE DRAINAGE DETAILS FOR FURTHER INFORMATION,
THE COST TO FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS OF THE PUMP STATION
INCLUDING BUT Nor LIMITED TO CONCRETE PADS,PANELS,CONDUITS.GENERATOR,ETC.
SHALL BE INCLUDED IN THE COST Of THE PUMP STATION.
5112 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.
5224 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.
•
•
\\\
EZ pENS �-�:
y to
'=Iu1,1,LL
REVISIONS RIRNECK SUMMERING.INC.
!S 1! GEsSJ nerr , Df3eTf1T0y W STATS01 CW FLORIDA
SHEET f 720 STREET,SUITE 209 D.SPARTMHNTOP TRANSPORTATION
I
AIWA,fLORSDPOO)
33111SSUMMARY OPAY ITEMS NO.
TU. iY0S P020 NO. COL/NT1' FINANCIAL PROJECT ID i
SOPS CI.H0.27852
_ Emmisf.S1SSECK P.E.L can/13.003435R AM M1MIL•DAD£ 439228-2-5 01 6
reaGr ee f12012419 I:MERI FM c'4yL..YwSiiA5lIOl4Gl
•
TRAFFIC DATA
�(' 9 OF CONSTRUCTION SH ALA
CURRENT YEAR 20)5 MDT+ 16.000 A/W LINE-! r" ^9 OF SURVEY SR ALA
ESTIMATED OPENING TEAR + 2019 MOT. 16200 \++ F'/ •
ESTIMATED DESIGN YEAR + 2039 AADT o 25.300 VARIES «I.�W VARIES(19.3,1 TO 232`1 A/W VARIES 130.67'TO 123.431
1 I'to 30' II mr•�'--""'--
K.9.11091 0=99.99% T m 4.00%124 HOUR) BORDER VARIES
DESIGN SPEED.40 MPH
BORDER j '9.Or6TH
POSTED SPEED •33 MPH R
VARIES
5.67'
+
VARIES VARIE
' . 6 F,_ IP i 11' 0 TO 12 0'TO 17.33
•HW[oFN, ULYE
LANE -TURN LINE r- SIOEWUX
BUILT uNOFA/NrAR!/L PILI EL'7 btllt<i ILD
fOS fXTOMMA110NAL USE ONLY NI SEAWALL(BOIL!8Y OTHERS') ''�''LLL uC 1
GROUND
50.2 ` I
INDIAN ;ill'' 1 Pap
4 •✓
CREEK 1111 Irt77.4°,.....).°L....."77,-7�1_001..../.!1:i.
03) VARIES X11111111
I
( I UOS f0-ILOsI VARIES „,‘„it,„,„,„„
1111)/.yt+W_1L1C.4.,.� 1�1 �- -2:117
I, -.-=L-D.u� `oosl _B.oz__T-"�\., �\�\` (.. .,rlr' ?F//ii,�
J 1_1_L.,/ / 7%-j 7•-- _� T_I '.C'
Li 1; I. 1 _L..L�_1..1 1!1 ) i 7 i T/ 5 _ Qi` / //' , !S--k
± 1 I 1 _ I l"1.-'L, J_t Ex7sr1NG GROUND % vo GU, / __
CONCRETE SIDEWALK `` '
+ I 1 1 .... `fi�NOpLOER BARRIER WALL(RETAINING) CORO AND GUTTER(TYPE P) • - % p L�l-
1 (INDEX 47oJ �• l
I I
STABILIZATION LER 40 ` .( R/LI ��1
`;,, .d_
t SR AIR/1ND1ANL CREEK DRIVE if i/Ill .114H---
1� ,"��,``
IS 1rY' STA 100+41,04 TO STA 103133.07 )7 r 1 1111
l Li
9 OF cossrRurrIOX SR AM
�R/W LINE
_�� VARIES 11,91'TO 17,3r', 9 OF SURVEY SR AIA Rn0 LINE
Am VARIES 1732f'TO Joe?) A/W VARIES f34.ftl'TO 123.47) -\
F IR I UNDER INTERIM PR)ECT - -^ = LIN!!s OP MILLING 1
fOfl)NFUAMATIONAL 115E OJEC 10.75' OOflMER VARIES *FRICTION COURSE ONLY w
X10,27'TO 10.07 OOROER VARIES
72:''1'6-37-11
VARIES VARIES
_1
6 r0 7.S O!'D 7.S _ L 7' VARIES VARIES YAH/ES
slOEW11 11' �, 1 f TO 14'_ V(0 l i' 10 70 10 044155
LANE/� I LANE LANE LANE LANE SIDEWALK .. 0 70 2
l.00 SEAYIgqL�L rBUILT
VARIES �,�,',} I A
8Y OTNEfi51 GNOUND 0 1011,9; UlJ`q/ VARIES
F[ EBIA i D�-----.� .I + 0'70 9.5•
,Sy f At PAHK(50 j
J 1 1 I-%
�DGP CROWN7 100I4N 11. 002 002l092---� CREEL i I/IIII
I :::::a��-0_: - 0.07 0.02 O.Oi Dpi �•�''.
EXIST,SP sP C72,_.9..L1:�-L Il 1 I 1 1 •
I /)
WILL 3'DEPTH 1 I I'� �'1
l:2 J `----
I I I ♦* CUNB AND LOOTER(TYPE F)
OVERLAP DETAIL _ b� -__\\ CURB AND GprrER 0(TYPE F)
C j I `--��NOUtOEA BARRIER WALL(RETAINING) SEE OVERLAP DETAIL
I, I r (lh'DEx 410) PARKING LANE RECONSTRUCTION
1( I1 TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL CUE*A110.1
TRAFFIC DATA 11 I
),{.l II FRICTION COURSE. FC-12.5 O.5'1ITHAFFIC LEVEL CIIPG)6-£'2/
CululENt YEAS .. 2018 MDT. 26,000 1t,6C 1 MILLING
EST1NArED OPENING TEAR . 2019 RADE. 26,500 'tilt. "7 IF Rog COURSE FC-12.5(2')
`I IYHAPfIC LEVEL q(PG 76-221
ESTIMATED DESIGN YEAR a 2039 mar A. 20.000 LI J HILL I'AVG.THICKNESS
K.9.00%D.54.5% T+20.2%(24)LOUR) '
DESIGN SPEED n 30 MPH I
RESURFACING
POSTED SPEED.30 MPH SR A1A/ COLLINS.AVE r. TYPE SP STRUCTURAL CURSE(TRAFFIC LEVEL C)!U'AVG.)
STA 94+40.00 TO STA 100+41.04 FRICTION COURSE FC-12.5(2'1(TRAFFlC LEVEL C)IFrG 70-221
REVISIONS 410BECN ENOINEEN1140r INC.
8714T13 OF FLORIDA
_gin_ OESfalrlln'7 n4Yr nTTr'')7FPT08 I�ggN 110 STREET.IRATE 100 DEPARTMENT RTJmaVT OF TRANSPORTATIONSHEET
MIMI,91.0510 010.
•
TEL.(SU)008.0100.9100 '8040 n0.- COUNTY FINANCIAL PROJECT 117 TYPJIC.9L SECTIION'
901110,4.N0.27013 7
OAIIL05 P.RIBBECH,P.R.LICENSE NO.60648 SR ANA N1AM1•DADE 439228.2.38.01
omrrV.a 0-0011 1:1121 FN .:W.am.,,IH A07f41.4,,.
•
i
PARKING LANE RECONSTRUCTION (ALTERNATE A/
r RAI LINE ` / Q OF CONSTRoLITON SR AIA I A/W LINE
�, �Q OF SUHVEY SR,AlA ! OPTIONAPE L BASE GIROUP11,4')10-12.5(ONLY)
FRICTION COURSE FC-12.5 lf.5'1!TRAFFIC LEVEL MPG 76-221
VAAIEs A/W VARIES(19.377U 2J.47� - RJW VAA1E5(15.10 70 30.674
s TD 3G'" eBRnEA VARIES BORDER VARIES PARKING LANE RECONSTRUCT/ON (ALTERNATE 131
V IE£ TYPE B STABILIZATION(LBR 401112')
00 70 5.6 VARIER SOD OPTIONAL RASE GROUP I(4')
'..----7;
^6' II' _ LJ' _ O_. OT 65 " 7TPE SP STRUCTURAL CIDUHSE(TRAFFIC LEV£(.CJ U.S')
6� .: FRICTION COURSE FC-12.5(l.5')(TRAFFIC LEVEL Cl(PG 7S-22�
ppuurrLY UNOFA INTPRIN FgOIECT--'- S AWALL(OUf(f- Gx0UN0 -- 7 - (ANE LANE VAILIES ~ Smr
.Ptlp 1NpBRMAI/BI/Al 4aE ONi.Y \v.OiH I 0600 971 1 n O�if(7LPgfJI I . WA(X'
�_._____!- I` IAN 02 if FARKRHI li-.119-Z-
RECONSTRUCTION !ALTERNATE AlINDIAN11 1 ( -n0?����o.u1_' , TTPE LI STABILIZATION(LHR golf('['/J 11 1{ ---i..Qt____._"Q..s OPTIONAL BASE GROUP N(lh(B-12.5 ONLY)
CREEK If!, I f I-T7 I-T7 rT-7- I' TYPE 5P STRUCTURAL CORSE(TRAFFIC LEVEL Din
/ ! I 1 I IL-_L 1-1,_L 1 J 'I FRICTA7N COURSE FC-12.5(2'11 rRAFFM LEVEL CJ(PG 7e-227
BLkTdPDLJ-2 ( II r4 -� 're GROUND
I)/' I 1\.--, \\I--
\\ CONCRETE SIDEWALK RECONSTRUCTION (ALTERNATE Dl
•
..,---""4-1 1 I---cuRB AND GUTTER(TYPE F) . ' TYPE B STA RATION TOR 40)02')
/ I, STABILIZATION LeR 40 OPTIONAL BASE GROUP 1102')
I1 II SMOULDER BARRIER i TYPE SP STRUCTURAL COURSE(TRAFFIC(EVEL C113.1
I I 11 WAIL(RETAINING) FRICTION COURSE FC-12.5 f2')(TRAFFIC LEVEL D(PG 76-222
I I 1 (114002 410)•
1I 11
(( j 'SR AM/INDIAN CREEK DRIVE
s1� DESIGN SPEED = 4L MPH
l; 7y'}' STA 207+60.44 TO STA 110+02.19 DRIVEWAYS AND HARMONIZATION
L- CJ _
I TYPE 9 STABILIZA r(ON(Mk 401(10')
OPTIONAL BASE GROUP((49(8-12.5 ONLY)
T- TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C?u.8'1
/` Q OF CONSTRIUCT)ON SR AIA
RAY LINE
.......,..._€
•,/^I(7 OF SURVEY SR AIA ,r-PIE LIRE
V.Uttes IV VARIES(19.3P TO 20.947 I I/t �30.6T) '/ TEMPORARY PAVEMENT
/a TO I OPTIONAL BASE GROUP J1(7')(5-1.2.5 ONLY1
BORDER VARIES TYPE 5P STRUCTURAL COURSE(TRAFFIC LEVEL C7(I.5'1
-BORDER- r-- VARIES 71.75'TO 79,67'
0.97 TO 5.67' VARIES VARIES
6' 11' -Ll' 0"g.' 6'TD I I
SEAWALL(?pIILi LANE - 7----
BY OTHERS) GROUND 0uxum oFwl SAYE PAR IMS/DEbALX
""S-2.A.
LEY 57 n BILAiEt` I V TO` \\\\\111 it l lj L JpJ7/
xU/LT UNDER 1NTEWp PRUJE[T L �..01 yPGv ,\ Q5 1' ''/
FON/NFOAMATIONAL USE ONLY ��1 1 1• 0.07 0.02 �f. r. i
INDIAN 111 1 i -.-_"_'0O�- ---111 D.OZ fl2='r- -.....__="--,;a o-^" III
CREEK IIII 1 ILL Z R--_ C / 5 i -
1I 1 I/' / I / / / / /%% -� / %7 I + j CG
N O.!.SL1�_111 I K1_Ll J_L1J_LLL/L1 / ) L _U E215rtrIG -'S '
I I I 1 r -1 LI- • GROUND _ �/ Lll
i Luz
i/U 1 I I DROP CURS .OF G .
Li-- I i CONCRETE SIDEWALK i� ' $ 1V., p-r\CJ;
1 1 I I `--SHOULDER BARRIEn WALL(RETAINING) CURB(TYPE D) ,1 D F.Ca•v.�(i�\
1 ( iI1. STABILIZATION LER 40 //1IS�LIN 11\
TRAFFIC DATA r hi i
41,
CURRENT YEAR . 2015 AADT. 16.000 ) 1 SRAIA/ INDIAN CREEK DRIVE
ESTIMATED OPENING YEAR • 1010 AADT. 16,900 ll TI DESIGN SPEED = 40 MPH
ESTIMATED DESIGN YEAR . 2039 MD/. 25,300L LI STA 103+33.07 TO STA 107+60.44
K-9.0016 0•99.99% T.4.6096(24 HOUR)
DESIGN SPEED'.40 MPH ry
POSTED SPEED.35 MPH �STAUi/O
J ETR(NTA LI B BO71/g
CT,FOA INFOHNATIUNAL VSE ONLY
ETYMONS WBBEDRENGWE0AIN0,INC. BT.TIS ye PLORIII.4 - -
DaTE -DESCRIPTION 00! lIF(C+lt•r(AN 143388W 120 BTgeeL GURU WS OSPART.IIENT OF TRMPORTATION SHEET
"
NO.
6iTUL FOE) .44 o ROAD ND. - COUNrr FINANCIAL PO0 1 i3. TYPICAL SECTIONS
TEP.(80.160.2 908
• FtlSEPE O.A,110.27691 SR AM M1AMI.OAOE 430228.2.50.01 8
CARLOS P.RIBBECK,P.e.(1Ceme N0.80844
=•1 .J110146I0' Till,tV MAtoTn.0/111 0116tapn
I
•
•
RAY LINE---,y0 Q OP CONSTRUCTION 50.41A I 11/W LINE PARKING LANE RECONSTRUCTION (ALTERNATE Al •
�Q or 5uovEr Sii A1A
TYPE B STABILIZATION(LER 401!12°1
i VARIES AM VARIES 11933 TO 24.421 RAV VARIES(25.10 To 30.6T� OPTIONAL VASE GROUP 1(4.118-12.5 ONLYI
s
VARIES
_
BORDER 933 " FRICTION COURSE FC-12.5 11.5°1.(TRAFFIC LEVEL Cl IPU 76-22)
•
BOADEA VAR1E5
•
• 700 PDT 17' T° PARKING LANE RECONSTRUCTION (ALTERNATE al
VARIES. TYPE B STABILIZATION ILBR 40102°1
6.D rD V. VAR1E5 SOD
8 Ll' !L' �.rD 6s G� "i.. OPTIONAL BASE GROUP I(4)
SEAWAII lIW[T BY croons) GRpVNp I n9LnOF LANE - LANE OFF TYPE SP STRUCTORAL COURSE(TRAFFIC'LEVEL 00.5°/
EtEV 5.Y I(1 a�+ifi�e VAGUE. WAC FRICTION COURSE PC-12.5(1.5')(TRAFFC LEVEL C)(PG 76-22)
-I )) 141' .LOP. I .'PARXING I
INDIAN fl I 0.02 0.02 I� RECONSTRUCTION (ALTERNATE Al
CREEK I 111 i l - L•P2-----._Pati --.Q TYPE 8 STAB1LIZAT(ON ICER 401!12")
I ( i OPTIONAL BASE CROUP II(1)(8-12.5 ONLY)
WILL:..1132.31-.1!I I I �� �„� TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL cur)
1� 1 l_..PxiST)NO FRICTION COURSE FC-12.5 f2")(TRAFFIC LEVEL C/(PG 16-22)
GROUND
__ --bi1I SHOULDER 9ARAIER WALL(RETAINING)
ll' f/NDEX 4)0) - CONCRETE SIDEWALK. RECONSTRUCTION (ALTERNATE B!
I, I CURD AND GUTTER(TYPE F) TYPE 8 ST'AO(L2AT1UN(LEA 40102")
I 1 I) OPTIONAL BASE GROUP 11((29
II II $TABHIZArwn t9x 40 TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(3')
/1 1 SR AlA/INDIAN CREEK DRIVE FRICTION COURSE FC-I2.5 WI(TRAFFIC LEVEL CI IPG 76-221
d V DESIGN SPEED= 40 MPH
t
STA 112+61.47 TO STA 123+94.77
lI 1Y
La DRIVEWAYS AND HARMONIZATION
•
• TYPE B_STABILIZATION(LEA 401(12')
OPTIONAL
(TRAFFIC )
TYPE UUCTURAL LEVELC10.51
4!DF CONSrRII&lIr/5R AlA TEMPORARY PAVEMENT
RAY LINE
,,,,,.......4
.�- Q jOF SURVEY SA AIA �.-RAY LINE
OPTIONAL BASE GROUP'N(1'1(8-I2.5 ONLY)
VARIES RAY{19.I1I • Ahv f30.671 TYPE SP STNUCTORAL CoUNSE(TRAFFICLEyfL CI 0,5°)
BORDER _ I BORDER
-' - Fir
sot I 10.62
O' �-�--11•..-------.,
T ,� .6T TO. 7�J1 �����,t,SItIE?L))Y��i
JWUJpen LAN!' laaE SOD '1 :,•\..,,,,,,'‘
Q�i� ° K
SEAWALL(BUILT Br 0111ERS1- GROUND I 0110101'1( t4 7 I ' �$;''�GEtJS(;..:.:1-1,._',,
EIEv 5.L elcrC[T y+
n l Ne .
IDE (•j. �
E.
s AGP _
�'7 0.07 .4 __----+
(NtlJAY II S' l 0.07 JU7 ^-� I _ -}'(r C`•
CREEK 1111 I li '^. V+ , :..,•-` 4!-`-
MN.@'a3.11SL_lII1 I III ansa /�I rArAr iil , 1,t.,,,<..�/ 9'% TPLCite ��
'i I I 1 GROUND 1.,,•,-.::• -t:'((�`,`
I 1.1 -� STABILIZATION LIR 40 1 CONCRETE SIDEWALK "1111100`�`\
• -rl l SHOULDER BARRIER WALL(RETAINING) CURB AND GUTTER(TYPE F)
~ 1 1 1 (INDEX 4141
TRAFFIC DATA if
CURRENT YEAR r 2015 OT. 16,000 l, 1
AA
ESTIMATED OPENING YEAR . 20)9 MDT'. 10.900 /1 1/ SR AIA/ INDIAN CREEK DRIVE
ESTIMATED DESIGN YEAR . 2039 MDT. 25.300 I DES GN SPEED 40 MPH I
X-9.00%0.99.99% r.1.60%(20 0000) tI
DESIGN SPEED.40 MPH 11 -61- STA 110+02.19 TO.STA 112#61.47
POSTED SPEED.35 MPH U •BUllr UNDER/N ER(I4 PflflO ECT,FOR INFORMATIONAL USE ONLY
STA 94+40 TO STA 115 F I E
. REVISIONS RIOBECK ENGINEERING,ONO. I�� 92115E OP FLORIDA
A[lfalPrtON !WE 11 TAY)N 143311117120 STREET,SUITE 204 D&PART2$SRT OF TRANSPORTATION SHEET
MUMIAMI FLORIDA�SMBd Np,
TEL.(305)3636800 ROAD N0.• I COUNTY FINNJCAL PRO762)9( TYPICAL SECTIONS
RIPE!D.A.NO,27682 SR AIR I MIAMI-DADE 439220.2.59.01
CAR
LOB F.RIBBE006 CN,P.O.PLICENCE N0.60548
uediade /501019 1:10.01 IA r.‘1144J0e"rrefAG9S01<4n
•
PARKING LANE RECONSTRUCTION (ALTERNATE A)
TYPE B STABILIZATION(LBR 40)(12.)
OPTIONAL BASE GROUP I(47(8-12.5 ONLY)
FRICTION COURSE FC-12.5 11.5'11TRAFFIC LEVEL CUPS T6-E21
PARKING LANE RECONSTRUCTION (ALTERNATE B)
TYPE B STABILIZATION((BR 40)(12')
OPTIONAL BASE GROUP I145
TYPE SP STRUCTURAL MORSE?TRAFFIC LEVEL C)(1.5")
FRICTION COURSE FC-12.5(1.5')(TRAFFIC LEVEL C)(PG 76-22)
RECONSTRUCTION (ALTERNATE Al
• TYPE 8 STABILIZATION(1BR 401(12")
•
OPTIONAL BASE GROUP Ii IP)(0-12.5 ONLY)
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL CUE')
FR/CTION COURSE FC-12.5(2')(TRAFFIC LEVEL Ci(PG 76-221
RECONSTRUCTION (ALTERNATE B)
TYPE B STAB/UZATION(lf)R 40)027
OPTIONAL BASE GROUP Nun
TYPE SR STRUCTURAL COURSE(TRAFFIC LEVEL C)(3')
FRICTION COURSE FC-12.5(2')(TRAFFIC LEVEL CI IPG 76-;21
•
DRIVEWAYS AND HARMONIZATION
TYPE B STABILIZATION ICOR 4011(27 •
• OPTIONAL BASE GROUP 1(4'1(8-12.5 ONLY)
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C111.5-;
JIM LINE �•-d OP CONSTRUL'I'ION SR AM TEMPORARY PAVEMENT
�� Q OF.SURVEY SR AM -'---
R/W LINE
r OPTIONAL BASE"GROUP 11(7")(8-12.5 ONLY)
0481E0 y/W VARIES(18.43'TO 23.22) A/I7 VARIES 26.74 70 37.35) TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL Ci(Ii')
-. 4To117 `- ' fS•
1BORDER VARIES 80RDER VAR11
'T)irTO-}.J3''_ 'I VARIST 7.7 76,ES \`\`7 1I1(III))7)�
6• 11' _ I I. P TO 8• 6• \\ Q J�)�",S• <i
- ��_.� AL ?NUN PIPE GUARDRAIL \ �_.••••"•••...Cl ,
i6rrilwyly�p�Wn• LANE LANE PAf(KLNG S00 SIDEWALK f1N0EU 0701 • �'.•SOH •.!I•- „
SEAWALL 1011117 By OTHERS) GROUND PlC(C16 VARIES 0.' �
• ' El&5.2� �xE I DI TO 6 };( 2,•..:,,,
0.02 PGP "EXISTING '- / L^r-"'1(101AN 1111 0.02 0_Qj 0L PSt2- //--GROUND - , .^�=
CREEK 111111 -_L `11���'/. OF r\
trial..CR.Us I!l 11 'WA Ar 'S„ Q`)'�'�' •
�. )':(. )/•( RIPS'.:��`\�
111 I 1 w GRAVITY WALL(INDEX 60111 �!J)[QS�Q�' < \\\\
•
I(111 II DROP CURB CONCRETE.SIDE WALK )�I)L.l �� \��
• L'1''I _ srAOILIZ4TIOR LDR 00 1L `r'y ��'lll
_.• I I SHUULp ER 8AARIE4 WALL(RETAINING) I CURB(TYPE 0I
TRAFFIC DATA i I li rINO X4Io) 1
1 11
CURRENT YEAR .. 2015 AADT- 16.000 I I I I
ESTIMATED OPENING YEAR .. 2019 MOT.. 16,900 1 1 1/ SR A)A/INDIAN CREEK DRIVE
ESTIMATED DESIGN TEAR •. 2039 AADT+ 25.300 1
K o%aO%0-99.99!6 T-460%(24 HOUR, YI DESIGN SPEED= 40 MPH
DESIGN SPEED.•00 URN 11 R STA 123+94.77 TO STA 127+85.,00
POSTED SPEED.. U MPH lJ . I
I
REVISIONS RIOBECK IMMURING,INC. STATE OP FLORIDA
DA[E DILSPi1TATNIN DAIS DLr£c7!D'YT6A 14335 SW 720 STREET SUITE 205 DBP RTM2A9 OP TRANSPORTATION SHEET
MTEL OM.(55550) 0555 •ROM NUJ 'CoUMY FINANCIAL PROTECT ID TYPICAL SECTIONS ---
FOPS
No.
UIUE CA.P.E.(10802 SR Ala MIAMIDADE • 439228.2.$8.01 1O
CARLOB V.RIBBECK, .E.LICENSE NO.60849
v.4we 5)10,48 1:01.01 PN r:W.A..yurPs0)Ism.44
PARKING LANE RECONSTRUCTION (ALTERNATE AI
AIN LINE—........a, RAY LIME TYPE B STABILIZATION:(tBR 40)U26)
'.- --. SC BASE
FEV!—a OF CONSTRUCTION
FRICTION ARE F2TRAF C EL CPG 16-221
ME 22.5 P. RAY 22.5
�egnDqR MN VARIES VARIES VARIES vM I PARKING LANE RECONSTRUCTION (ALTERNATE ED
11.5 oT.S aro e.r 1
r 10 11s• r ro 11.s TYPE B STABILIZATION(LBR 401 N2'1
OPTIONAL BASE CROUP I(4.)
IApr TYPE sP sr10CTURAI.coURSE (TRAFFIC LEVEL C/(L59
r Mei 1p IY pAYlo 11
, S. FRICTION COURSE FC-1E.5(I.5'IfTRAFFIC LEVEL C)(PG 76-121
SIDEWALK I' ARK(NG ~ ~.%ARKING ra.r SIDEWALK
FxlST.WAl II/—' 1I NDEX 870j PE GUlDElWIL RECONSTRUCTION (ALTERNATE AI
!f0 KEMAIN) l TYPE 8 srABILlzArloN((BR 4olor)
______ ih�- aD9 •' _ ODI I _.2L(a OPTIONAL BASE GROUP II(PII8-12.5 ONLY:
__ ___ -._..�ns TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C1(2)
L - FRICTION COURSE FC-12.5(21(TRAFFIC LEVEL Cl(PG 76-22)
EGROUNG I lyr �, • Mgr RECONSTRUCTION (ALTERNATE 81
GROUND GROUNq
CONCRETE SIDEWALK- STABILIZATION Lein a0 GRAVITY WALL(INDEX 6011) TYPE B STAB/TEAM?,((RR 401(I2')Emu AND GUTTER arm FT
(0048515 SIDEWALK TYPE
BASE GROUP NUN')
—CURB AND GUTTER(TYPE Fl TYPE SP STRUCTURAL COURSE:TRAFFIC LEVEL OW)
FRICTION COURSE FC-IF.E(21(TRAF'FIC LEVEL CI(P0 76-221
28TH STREET
DESIGN SPEED=30 MPH
STA 28+05.47 TO STA 28+94.50
DRIVEWAYS AND HARMONIZATION
TYPE B STABILIZATION((BM 40)(lr1
j OPTIONAL BASE CROUP 114'1(S-INS ONLY)
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL CI(1.5'1
.
1 TEMPORARY PAVEMENT
AM LINE /—RAY LINE
BUILT UNDER INTERNI PROJECT—C ��
/ON INFUR A7 ONAL USE ONLY �' 5 OF CONSTRUCTION-�'+ OPTIONAL BASE GROUP II(79(6-12.5 ONLTJ
R1w 3a TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)0.59
H(LY 30'
~
BORDER BORDER
VAR12ES VARIES
T :7:7.. ,tiYL 5111111I(J
iO 1].75
`, I 14,
VARIES VARIES `,>>�`0S•RIEJ T ._ S' I_ _ a 1027 ((' 1fi.2S0'TO B.25• � S Q,/,. •g71401,SIDEWALK PARKING Y a ''PARKlNGSIDEWALK Q;' ''4 e11• -ALUNINVN PIPEGUWERAIL a TO103' VARIES �,
flNDEX 4701 -r O„�. 70)' . �- M1•j( X50.,
` / r< rte':-IK-
Q• ; D.02 E41 00 'W�
, �EXISTING -3.\`. 'S-_L•,\ Ex srlgcGRUVND JJJI
j OR�UN0 /�)T(J �� j1``���
GRAVITY HALL(INDEX 60111 STABILIZATION LBR 40 I 111 I
CONCRETE SIDEWALK CONCRETE SIDEWALK
CURB AND GUTTER(TrEE EI 27TH STREET 1 COBS AND GUTTER(TYPE FI
DESIGN SPEED—30 MPH
STA 27+09.98 TO STA 28+00.00
REVISIONS RIBBECR ENGINEERING,IRO. STAT71 06 1.1011ID.E
—A`TL—w--OYffKI!'EON NSI NfCA1Fl!S
t11335 SW 1Y091'NEET•SUITE 505 DSPART.V6 'I NOF TRANSPORTATION SHEET
roTEELL.'13OSSJ 303-60090 ROAD NO.COUNTY FINANCIAL PROTECT la TYPICAL SECTIONS ND
FEPE855 O.A.N0.27682 SR Ni)): MIAMI-DADE 459228.2•SB-01 ]]
CARLOS F.RISBECK,P.E.LICENSE NO.8054S
(mdd9ure /101}0(9 warm ER tml.e.-----15401.014n
i PARKING LANE RECONSTRUCTION (ALTERNATE Al
A/W LINE i TYPE 8 STAOILIZATION(LER 40102')
H LINE OPTIONAL BASE GROUP I(4.1(8-r2.5 ONLY?
i OF CONSTRUCTION r,�AIFRICTION CURSE F0-12.5 1/5")(TRAFFIC LEVEL CHFO 76-221
8/W 25' R/W 25'
BORDER •• VanPARKING LANE RECONSTRUCTION (ALTERNATE Bl
6 �_ TYPE 8 STABILIZATION 11BR 40)(12.1
j'iD 74
OPTIONAL BASE GROUP 114'1
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)0.5')
VAAOE5 VARIES FRICTION COURSE FC-I2.5(1.5')IrRAFFIc LEVEL G(1'G 76-22)
6 I ,�0'To 9.5'^, •' 10-!Y 11' U'TO 95 I y.
SIDEWALK —• 1-ARK)NG PARKING ~-• SIDEWALK ,
ALLINTRON PIPE GU(OpAA0$11415S VAfl/E5 REGYINSTRL/CTION!ALTERNATE Al
TYPE B STABILIZATION(1BR 40)112')
- OPTIONAL BASE CHAIR)10'1!8-12.5 ONLY)
__ — 0.02--_P.Bj 1 TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C!(2'1
-- ,�' - I FRICTION COURSE PC-12.5(2'1(rRAFF(C LEVEL CI(PG 75-22)
-----.7--
off Ex,SUNG
Exl f180- ,� ` GROUND
crisaunD u ex/sr.WALL
RECONSTRUCTION (ALTERNATE BJ
GRAVITY WALL(INDEX 601I1 TYPE 11 STABILIZATION(LER 40)U2-)
CWRNEre SIDEWALK STAOILIZAT1011 LBM 40 OPTIONAL BASE GROUP II 02')
CONCRETE SIDEWALK TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL CII3')
CURB(TYPE DI CURB AND GUTTER(TYPE F) FRICTION COURSE FC-I2.5(2`)(TRAFFIC LEVEL C)(PG 16-22)
DROP CURD
DESIGN SPEED =30 MPH
3380 STREET - STA 33+03.13 TO STA 33+95.00 _
RAT UNE-� DRIVEWAYS AND HARMONIZATION
R/W LINE
�—@ OF consrAucrtoN TYPE B STABILIZATION(CBR 401(12'1
NW
]9 .._ RUN 25' OPTI(.WAL BASE GROUP 114.1(0-12.5 ONLY)
80ROPR
• TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C!((.5•1
YM!^ V°ARIES
1.
rrP1al rrD10
�'� TEMPORARY PAVEMENT
r Jess. IP _ a ro199 5. OPTIONAL BASE GROUP II(r,(B-(E.5 ONLY) --
SWOWAllf "PM01006 �'-'• -P4AK180 S1DEwALK TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL Clll.S'1
ALUMINUM PIPE NDEERAli tErS V IES i
((N x 8701 4 f. "=-•0 7'I
i ALUN N°p P1PE GUIDERAII
-_-
ii.-11.S.1_ L272.1,.._.0P7 0.02 ,.0. 1 55°12 8J 0)
r moi' --11
-? �rlllltic
l j7f,
GROUND Ex15TING ., V,� r
GRAVITY WALL(06069 6011) GROUND .: 81-.
U� .G i `
CONCRETE SIDEWALK
STABILIZATION WO 40 --GAAvIr WALL(INDEX 60111 `,1 /!r 1. •_I.',,-
CUR8.arra GUTTER(TYPE Fl fONCRETE SIDEWALK t # t t�j
CORE,ANO CUTTER(TYPE F) - / L�-
DESIGN SPEED c• 30 MPH - r LU Q
29TH STREET - STA 29+05.32 TO STA 30+02.49 `p sT! of
30TH STREET -STA 30+05.44 TO STA 31+14.50 I %4ct);1•„Ly.,1 rtic .'C-:.,.P
31ST STREET-STA 31+06.99 TO STA 32+11.00 �/�isi,/�c�S1QA•L1 `‘
32ND STREET - STA 32+05.16 TO STA 34+00.00
'1011111 II°'
•
*0.02 TO 0.05 Ar SET/1 STREET
REVISIONS AI666C*0N01110( IN6,INC.0""'(d (ILICRILIILV norD-1fIA}l0YIIIN STATd'Ol+NLORfL1A SHEET
14735 OW 110 GTREET,sum 105 DEPARTMRM•OR 7RANSPORTATINV
IUANI•(303 FLORIDA
63-6900U8 8040'50 1 COUNTY FINANCIAL PROJECT in TYPICAL SECTIONS NO.
POPE CJI.NO.17612 SR AIA MIAIII'DAOE 439228.2.58.01
CARL08 F.RI68ECR,P.E.LICENSE 50.60847 ]2
...46"0< 3414/2414 !:10.0)111 1-)4)1.",TYPSA0)101-4.
PARKING LANE RECONSTRUCTION (ALTERNATE Al
--
BR 401(12,
111W LINE--� �I17W LINE OPTIONAL AS GROUP7 (4')(&-)2 .±i 060 ')
r.—*op CONSTRUCTION ! FRICTION COURSE FC-12.5(I.5'HTRAFFIC LEVEL C)IPG 76-22)
ROW 2S RAV 22
0040 R ujoxn N PARKING LANE RECONSTRUCTION (ALTERNATE 81
vARI@ VARIes
3brri!1 TYPE B STAU(LIZATlON((BR 40)02')
1.70)A' OPTIONAL BASE GROUP 1(41
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL COU.59
p 0'TO 9.Y_'
vpRIES J r 16 VARIES FRICTION COURSE FC-12.5 0.5')(TRAFFIC LEVEL C)1PG 76-22)
SIDEWALK 1"—a' PARTING ' ` - " 6 1'0 9.3.�PAAariNG slpEwA(x RECONSTRUCTION (ALTERNATE Al
ALUMINUM PIPE GUIDERAIt^-+ VARIES VARIES LUMINUM PIPE 6U(0ERAIL
(INDEX 6701 0'TU 7: 0 TO 7.31 (INDEEX 6701
TYPE B ASE UJZAT10N(LBM 4011/P7
OPTIONAL BASE Gll(N1P 1!(T'11U-l2.5 ONLYI
.28,1 00;1 o.oz I"! -�Z' TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C)(2")
•---W d, j __ FRICTION COURSE FC-12.5(2S(TRAFFIC LEVEL C)(PG 76-22)
/I/II7► Ay f//r, - j
t'x/s rnG—�_ _ , 600/NOC RECONSTRUCTION (ALTERNATE B)
GR NO /// GROUND
GRAVITY WALL(INDEX 6011)--+ STABILIZATION LER 40 V2,
GRAVITY WALL(INDEX 6011) TYPE B STABILIZATION(LBB 40102°1
CONCRETE 91DEWALE CONCRETE SIDEWALK OPTIONAL BASE GROUP 1102'1
CURB AND GINTER(TYPE 71 GURU BYRE D1 TYPE. SP STRUCTURAL COURSE(TRAFFIC LEVEL CITY)
DROP CURD FRICTION COURSE FC-I2.5(2')(TRAFFIC LEVEL C)!PG 76-221
34TH STREET
DESIGN SPEED=30 MPH
STA 34+08.85 TO STA 35+17.67 DRIVEWAYS AND HARMONIZATION
TYPE 0 srABIL1ZAroti(LER 10)02'1
OPTIONAL BASE GROUP I(41118-12.5 ONLY)
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)0.5'1
TEMPORARY PAVEMENT
OPTIONAL BASE GROUP 1117')(8-12.5 ONLY)
TYPE SP STRUCTURAL COURSE(TRAFFIC LEVEL C)(1.5')
1 T\11111111j1
QS! 1Qer�A21/./
•:%\‘-,_\ _��E J3 4
'�;` y N I/ ..!:::::s...,, _ .
4..,,,....,... ..,.,0,0, ...,,.
• W
,..,,,......,....
1 ,,,,,,
11 .k%
,7, ,.NAL L\.,..,.. ...
REVISIONS 81005011 ENGINEERING,.IND. 1STATE OF FLORIDA SHEET
RAY[ CSC4LP11(Nt _ DMT! DWAIMEM 14395 SW 120 STREET_SUITE 209 DEPARTATEM'OF TRANSPORTATION
Al14 FLORIDA MANE 0 NO.
MASH.TEL 13551ROAD NO. cOUNrr FINANCIAL PROJECT ID TYPICAL SECTIONS
CA.NO.27802 5R AM ' PHAMI.DADE 439228.2.58.01 13
CARLOS F.RI00ECK,P.E.LICENSE NO.50543
+,a0rlpper 14u+•1 u10.071 A+wwlr-ar II 1 Milo
EXHIBIT"A2"SCHEDULE OF VALUES FOR PHASE I,II&III
SCHEDULE OF VALUES FOR PHASE 1
Indian Creek Project Push Button
�«+ r�kc +"'�' 73 'i a ° "' a'�^J,^ s„ 1 d * +fir a • +. s. _•
wt * a F F.z,
° R "kis i 3 ,� ° " ' g
•
ESCRIPTIO f 4. ,. .r. s,'*. = 'E o ,J'' GP= 'COM
$ i ' Q. °[ ' 4 ,.,
♦*mow° .`#e+L-..4`5 gi+£ � ',a' ""y"�ta` } 'y« fi . w ..L
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
L0750.The labor cost involved
in obtaining all permits is in the
Adjustment Factor.The base
— —cost of-the-R-eimbursable-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 PRQIECT Number 439228-2-58-01
telescoping boom rough terrain
construction forklifts,
2,000 Gallon Water Truck With 3 MO $11,505.63 $34,516.88
Full-Time Ocerator
For Equipment Without 1.5 MOD -$7,093.33 -$10,639.99
°aerator,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
- -- - - - --- —i nvestigational-services-and-not— —
for AE design services.2 hour
minimum.
SweeperfVacuum/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 S16,528.44
Designated Area
° Ka .sums2140 vel 111110(
s' ► Y=
>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 I 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 I 2703 1 MO $3.61 $9,769.96
Page 22 of 88
DEPARTMENT Funded Agreement bern'een the Florida DOEPARTME.WT of T ranspartation and the CITY
Financial PROJECT Nunber 439.438-2-58-48
telescoping and articulating
boom manlifts with>40'boom
lengths,etc.
I Trailer Mounted Arrow Board 176 MO $47.72 $8,398.02
Temporaryho
Location Per 1 ( EA $1,550.77 $1,550.77 •
Concrete Barrier Wall 12.5 Feet 620 MO $82.24 $50,987.89
instead of Type K Barrier
5,, 2,319:36
Laborer Tasks in the CTC
include appropriate costs to
3 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.
-r"..714 ,. i w'�'' $11r_.4,53.12
18"Bell And Spigot,Smooth
Interior,Double Wall, 134 LF $22.49 $3,013.15
Corrugated HDPE Pipe
• PIPE 24"Bell And Spigot,Smooth
4 INSTALLATION Interior,Double Wall, 359 LF $31.74 $11,395.76
Corrugated HDPE Pipe
8'x 24'Trench Box With Up To 3 MO $2,249.43 $6,748.28
48"Spreaders
DRANAGE 2,400 LB Capacity,72"Wide,
STRUCTURES/PI Skid-Steer Loader(Bobcat)With 3 MO $10,637.33 $31,911.98
5 PE Full-Time Operator
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 Operator Modifier
-� T `', .. S riLare L .11111 S'I9,t42.07
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 I EA $2,469.12 $12,345.62
Type P Structure Bottom
Native Clean Fill Soil/Dirt- 1460 CY I $19.54 $28,527.96
Common
#57 Stone Aggregate Fill(#4 To 469 CY $44.17 $20,717.18
1")
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 $3,46633
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 $14,29834
Salvage
For Lightweight Steel Sheeting 10 MOD C $372.78 I $3,727.81
8.6 And 9.2 PSF,Add
Superpave Traffic C,SP-12.5 301 TON $146.32 $44,042.65
— >3 T96'By Machine,Break- _
up And Leave In Place 783 SY I $5.54 $4,333.95
Bituminous Paving I
For>500 To 1,000,Deduct 783 i MOD I -$0.55 -$429.66
>3"To 6"By Machine,Break-
up And Remove Welded Wire 562 i 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 Fonded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financia!PROJECT Number 439228-2-58-01
Test,Entry/Exit Pit Excavation,
Backfill And Compaction,By 100 f CY $100.13 $10,013.20
Machine,Paved Areas-Arterial
and State Roads
Production Cold Milling Of 806 SY $2.43 $1,961.41
Asphalt Up To 3"Depth '
.+• +.a.+k:.a...�xt:.,Yd,„s..�.x� t.:i..sub'ri�ri,.'Y.7,...ser. r,.,... :£ ,'Y£ =
1"x 8'x 16'Steel Plate f 24 I MO $477.12 $11,450.98
8'x 8'Manhole Box 3 1 MO $1,265.31 $3,795.93
Portable Sediment Tank I 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 I 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
TOTAL FOR PHASE I
(INDIAN,CREEK $546;385 85
-.PUSHBUTTON) _
SCHEDULE OF VALUES FOR PHASE 2
Indian Creek Project 25th to 32th
P-17-7,1
i ,Y c
l �
+T �� ,� 4e ��� Toap
SCRiPTO
d, :'.4
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 tke CITY
Financial PROJECT dumber 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
-- _--- _ _--- -__--- __- — ---teceipt-Qrhill 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 S30.88 $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 ER $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 439228-2-5841
Investigating Engineer Or
Specialty ConsultantFor special .
investigatory engineering 262 HR $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
lensths,etc.
Equipment Delivery,Pickup,
Mobilization And
Demobilization Using A Tractor
Trailer With Up To 53'
BedInclurles 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 EA $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
DEPARTbIENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PROJECT Number 43922&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,-_-- la_ HR —S191.33_----$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
1 for AE design services.2 hour
minimum.
25'High Aluminum RoadwayI
17 EA $174.59 $2,968.08
Pole, 1-12'Truss Arm-Demo
30 CY Dumpster(4 Ton) l 736.00 $736.00
MOD-Excess of 4 Tons 2'42 71.30 $172.55
$ 2
40 CY Dumoster(5 Ton) 25 1,091.03 $ 7,275.75
(
MOD-Excess of 5 Tons 80 I $I 90.36 $7,228.80
Clean Out Debris From Entrance
60 I 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 oleslncludes 60 —EA___- _$7T484 — $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 IdiO $1,967.69 $17,709.20
Temporary Holding Tanks,
Monthly Rental
v
South Florida Elec(Mist
repairs,temp lighting,poles and I LS $93,240.0 $59,673.60
boxes modification,office 0
trailer hook up)Quote attcahed
Page 31 of 88
DEPARTMENT funded Agreernent between the Florida DEPARTMENT of Transportation and the CITY
Financial PROJECT Number 439228-2-58-01
( Flagperson For Traffic Control 528 1 BR I $30.88 $16,306.85
( Safety Tape For Area Isolation I 10 CLF I $6.53 $65.25
Channelizer Drum 1100000 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 I 49500 I MO $3.61 $178,917.11
OF TRAFFIC
Trailer Mounted Arrow Board I 550 I MO $47.72 $26,243.80
Trailer Mounted Message Board I 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
'ty¢+ �"7�::�T w? �`1` , �+F4�§ yy�`p 4 ri`�o r ��A yr •• ��� .S �7
nL.�n�. �r".i1 tallaa.�^lF si ?.£:;` !;'S�ti'O!:D �C.` k` a�,:-,`� .Sls " -.,pr% 4 --t ali i7. 3
Collect Existing Debris And
11 CLEARING AND Load Into Truck Or 500 CY $9.23 $4,616.52
GRUBBING DumpsterPer CY of debris
_ e removed.
s: _ SLST01Alr_ ,
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 I -$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 Salvatze
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 S68,705.89
1/2 CY Hydraulic Excavator $13'323.1
With Full-Time Operator 20 MO 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 $24,381.0
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
Excavator With Full-Time 5 MO $34,721.6 $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 CUT
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 595520
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 244u. I $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 439228-2-584I
#57 Stone Aggregate Fill(#4 To
1„) 3600 CY $44.17 $159,023.12
Aggregate PlacementIncludes
Spreading,Grading,Compaction 4400 CY $22.00 $96,787.13
Rolling
Over 12"Wide,Excavation for
Trenching by Machine in Soil 15300 CY $4.32 $66,069.96
For Excavation In Heavy/Wet
Material(Class C),Add 15300 MOD $1.73 $26,464.48
For>1,000,Deduct 15300 1 MOD I -$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 1--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" I 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 439228-2-58-0!
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
Excavator With Full-Time 5,00 — -— $ — —$-12-1,905.-14
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 I 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 I $
4,787.05
Page 36 of 88
DEPARTME'VT 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
(Nl'P) EA 916.13
{ 4"x 8"x 2-11/4"Brick Paver
929.47 I 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 Decree Elbow PVC 6 EA ( $208.78 $1,252.69
4613-6232(Yard Drain castings) I 6
NPP EA $83.29 $499.77
12"Gasketed Tee I 6 EA $862.18 I $5,173.08
12"Gasketed Cap 6 EA $208.10 $1,248.61
1 12"Gasketed 22.5 Dee bend 6 EA $208.78 $1,252.69
24"Long,4-1/2"iFire
Hydrant 4 EA 418. 82267 $1,675.93
*� „sk.{ +rt'a�&.,rc »^`- r, ,s way. a..,wa._.:. } 1,,w•" ,x.. -as.e i tet x•;-� .i# a fir.:., �Q, .�. - -
U.„ 1:1 s ;� rl EIVI;4 "7''n'wz$i�as. ...�+ �R -, • • SZSfi9',0
DRAINAGE 2,400 LB Capacity,72"Wide,
$10,3
STRUCTURES'? Skid-Steer Loader(Bobcat)With 9 MO '3 $95,735.95
13 IPE Full-Time Operator
INSTALLATION For Equipment Without
/LITTER Operator,Deduct 4 MOD -$8,513.27 -$34,053.10
REMOVAL _
1 ,4 #S `tA0 ar x:85,,
For Each Delivery And Set-Up 1 MOD $2,252.58 $2,252.58
(Block And Level),Add
For Each Knock-Down And I. 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=
400-500 SF/GAL.
I Flowabie Grout 214 ` CY ( $196.34 $42,016.63
Plowable Grout 5 CY $196.34 $981.70
Normal Portland Cement(Type 420 CF $7.07 $2,971.04
n
Common Brick- 12"Solid 1000 SF $28.70 $28,701.17
(19/SF)
— - - �- - - -- - 72"Height,22"x 48ID,
---- --
' Precast Concrete Inlet Box Y1- EA- $5,020.79 -$55,228.65
•
6'Diameter x 8"Thick Precast 28 EA $632.44 $17,708.31
Manhole Top Cone
Seal Gap Between Pipe And 46 EA $107.77 $4,957.26
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 I 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 CfTY
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.1 3 EA $14,420.7 $43,262.22
Structure Bottom 4
For Each Additional VLF,Add 13 I MOD j $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 2 $4,752.88 $9,505.76
G-Grate
9'x 16'x 138"Precast Concrete �
EcoVault Multi-Stage Filtration
Unita"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
Crank Operated Gate LF
' ,PONN5L'B.,L,..riL :,. °° tem iris1-5
Demo Non Reinforced Concrete 3450 CF $8.86 $30,578.20
Footing
16 PIPE
TALLATION 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
Space,Add 10 MOD $47.93 $479.31
Page 39 of 88
DER11661E'4T Flouted 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 I $281.50 I $8,445.02
18"Gasketed SDR 35 PVC Pipe 80 LF ! $40.58 I $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 8.0 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 EA $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
1r 7 4 ZYF7i `' SL+BTOT4 , ,"; 1 4; '; 51,1• t IIET
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 266 to 27th East Side 2500 EA $5.39 $13,479.77
2'Wide Valley Gutter,6"Thick 1000 LF I $15.04 $15,042.47
For>1,000,Deduct I 1000 MOD -$2.43 I -$2,433.51
Concrete Mix Design Review 5 EA $242.31 $1,211.57
17 CONCRETE Concrete Slump Test,ASTM 65 EA $31.89 $2,072.59
WORK • C143 _
FDOT concrete barrier index 2300 LF $436.36 $1,003,635.36
410(Retaining Wall)
Mat Foundation Wood
Formwork — 840— --SF $44.89-- $4,108,35
FDOT Type F Concrete Curb& 2000 LF $18.51 $37,027.62
Gutter-Straight
For>1,000,Deduct 2000 LF I -$3.20 -$6,400.00
FDOT Type F Concrete Curb& 500 LF $20.52 $10;258.94
Gutter-Radius
6"x18"Type DCurb 500 LF $10.59$10.59 $5,296.48
worm
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 -58-01
Finish Grade For Curb And 600 LF $0.73 $436.60
Gutter
6"Thick FDOT Limerock ( 408 SY I $25.92 1 $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 $14632 $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
3,,,sB ;OTr1Lw- t , `�" +4* _ gF2 „967.24
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 PAVEMENTPainted Reflective Pavement 600 LF $0.43 $257.66
MARKINGS Stripinn
24"High,Letter/Number,
Painted Reflective Pavement 0 EA $5.67 S0.00
Marldng
Turn Lane Arrow,Painted
Reflective Pavement 4 EA $5337 $213.48
MarlcingApproximate overall
dimensions:6'width x 8'height.
_ s2+ 9
Page 43 of 88
DEPARTMENT Funded Agreement between the Florida DEPARTM&VT of Transportation and the CITY
Financial PROJECT Number$39228-2-58-0I
!o-85"-r-8a6£1,.eaquinN.LOXfONd P?DU3!
AID aril pro uaunuodsumufo,LNg?Ii'LJYd3Q vpuou a:fir uaanuaq JuawaaaY6•pap ozgihrgyr.Egrdga
8830 tt aSnd
aril�q rillaag?cads pa;sanbaa '
8L'650`9I$ 88'0£$ �i OZ5 c IIrm sxse; •lognl lanao IgOI.L�'.LS dW(ld IZ
o;s;soo a;EpiloiddoaddE apnlaur
DID MP ul sIse.Llaloge7
-DID alp U!Palan°°mu
311OAA SnoaUEllaOSIar 1O3 IM/AO
8L'8tZ`L$ I9'9£$ 2IH 86I aq;`�q'�Ileog?aads pa;sanbas
aq IIh small asa4Z'Jowl laAoo
o;s;soo a;Eudolddd apnlaut
DID aq-4 ur olse jxatfE•j adtd
DID alp u?palanoa;OU
?IJOm SnOatreipoSlur 303 JOAMO
55.5£1`0Z$ 9'9£$ 'EH OSS ag;,igA�aulaadspa;sanbal
aq nyn sura;l asau•aoqui lanoo
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am alp ul s�Isel3a/Cn-1 adtd
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OL"£I9`Z£$ 88'0£$ �I 950i a Aq Sueoglaads paisanbal
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nopeas dumd 33a1o.rd'Iaa'D uerpul
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L,L�7�reit .s Ag ar pp 5� g r L' IS4 .� g X M1 f g Y*.r- g
£t'ZIS`I$ 60'8$ d3 L8 IIu2I aP D ursag
pa;E2nlaoD ao3;sod PnePwelS
56.6L£`Z$ 58.0$ 3"I 0 I8 IIE?I apinD ureag p0;E3nuoD •
a;alouo3;maid`snag
0E'66t Z$ 98'66t$ d3 S IInd 0140013`uZI x„OZ a„ti
IEling
66'LLL`£I$ T57$ 3'I 0055 ;aanQ`saugdnoJ panjo 1,11!A
2Inpu0D DAB 017 alnPa loS„Z 717'01111 3H'13 OZ
Leung
9I"08$ I5'ZS d7 Z£ ;oaalQ's2ulldno3 pan1D q;?A
;?npUoD DAd 017 alnPauoS„Z
•rulpuaq map
£S'S8G`T$ Z£ZZ$ `�3 08 ;?npuoa 203 LZEZ-E1 ££50 9Z
uol;aas IS3 aaSnkogi3 aaaaQ
06;Inpuop DAd 0t alnPa 1°S„Z
owner for miscellaneous work
not covered in the CTC.
LaborerTasks in the CTC
include appropriate costs to
cover labor.These tasks will be
requested specifically by the 120 HR $30.88 $3,705.60
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 HR $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 ( $
48"Spreaders 2 DAY. 2,249.43 $4,498.86
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
Powered Portable Silenced 3 $ $11,955.11
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 S12,549.14
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
1 1 150 Ton Lift Move On/Off Cost, 1
Mechanical CraneIncludes 1 6 EA $1,837.07 $11,022.40
delivery and pickup.
For>30 To 60 Miles Radius, 6 I MOD I $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 1 $835.03 $2,505.09
Add
Excavation For Test Pit,Heavy
Material,Backhoe Excavation 836 CY $48.43 $40,488.93
t
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 $325,904.
Concrete Products) 1 LS 88 $325,904.88
Pump Station Structure US 1 ea $76,394.6 $76,394.64
concrete Products Corporation 4
ABS 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 2 ea $34,450.9 $68,901.90
stainless steel 5
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
10x10x4 Box culvert(Material 1 LS $ $6,683.84
Only) 6,683.84
Golden Harvest Inc.Pump 1 LS $15,198.12 Station FLP 123 Sole Source 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 DEP,4RTM&bT of Transportation and the CITY
Financial PROJECT Nutnber 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 MOD $104,589. $313,769.97
debris collection system,anti- 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.
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 2 EA $ $68,901.90
stainless steel 34,450.95
------- -- --- ----- a�-;Ra'��•» ,�z ,.._...am, s...�-,."x°..'e.•'�&.n.6.v5. ' t Rip-Rap For Pump Station 150 150 CY $171_25 $25,687.92
1 - Mme �
—--— -- - - -
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 S18,702.46
Add
Shoring For 35'Excavation,27
PSF Steel Sheeting,Pull And 45 TON $1,999.18 $89,963.10
SHEET PILING Salvage
23 STEE , 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 •
111.11111 .M31gRgii
210+7�'SG 85'57�7
CEI Field Office
1
' 'i , �Cf its,
�` - t °�3 ixtv
,o r
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 DEPARTME'JT ofTransportation and the CITY
Financial PROJECT Number 439228-2-58-01
Desk Chair,Rolling I 200 MO $20.57 $4,113.13
Table 35 MO I $16.45 $575.75
Phone Hook-Up { 2 I EA I $11.00 $22.00
Local Phone Service Per Phone
Line 15 I MO i $57.57 ( $863.53
Steps 18 MO I $67.52 I $1,215.34
10'High Turbidity Curtain 1000 1 LF I $27.71 I $27,711.07
3'High Silt Fence 450 I LF 1 $0.70 ! $316.71
Sand Bag,Excluding Sand 500 EA $2.29 $1,145.18
2.0 CF Countertop Microwave 1 EA f $222.52 $222.52
Oven
4.4 CF Dormitory Sized 1 EA $186.34 I $18634
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
y ',1; K`"t 'a� "!4 d ' ': 1,�'S.�..;.^.m a .a' "+, 4'': !:7. .4:'''::"4
n'"'9 :4- ,+ ' "Wrift
RW`r i1'
4 - ,`TOTAL „` : - ,,;.a.
i,.,0„_,,,,,,,,.. ,',-,,..--,-----,,;.,,:l.%',,,' W 4:-.- -,',..141-_, ',.6... :,. 1;$9.'/,019;87 _-
' ,i j TOTAL FOR PARSE[I r ''- 7. ',
s'(INDL& CREEK $9;,518 93
ti,.; .. I. ; ,__. ..,..a ..., . _2L =,P USHB_ITrON) ._. 25 t . _ _.... e�_A.1 `- -. ......t.....-.
Page 48 of 88
DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PRCJVECT Nvnther 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/LNDIAN'CREEK DRIVE DRAINAGE MITIGATION PROJECT-
DRAINAGE IMPROVEMENTS
Version: 9
Estimate: 1
Last Estimated Date: 5/22/2019
Ter0Iry.r.x,v,- ��a+wi -�•� -ar�w� "'t..: � _
75 xR�� I}Ka tem Description Wan' Qnant 7 ;. `` 011111
0200 0101 1 MOBILIZATION LS 1 $1,000,000.00 $1,000,000.00
Roadway
0200 0102 1 MAINTENANCE DA 1I $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
oadway 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 CHANNELIZ1NG 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 10102 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 I 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 j 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 510.00 $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 $2.25 $4,241.25
Roadway MARKING
REMOVABLE
TAPE,WHITE OR
BLACK,SOLID
0200 0102911 3 PAVEMENT SF 7311 $4.00 $2,924.00
Roadway MARKING
REMOVABLE
TAPE,WRITE OR
BLACK,OTHER
0200 0102912 2 PAVEMENT LF 10947 $2.15 $23,536.05
Roadway MARKING
REMOVABLE
TAPE,YELLOW,
SOLID
0200 ( 010410 3 I SEDIMENT LF 3328 1 $2.00 $6,656.00
Roadwa-y f BARRIER
0200 010411 1 FLOATING LF 121 $13.00 $1,573.00
Roadway TURBIDITY
BARRIER
0200 010418 INLET EA 77 $100.00 $7,700.00
Roadway PROTECTION
SYSTEM
0200 10107 1 L11'IE;it REMOVAL AC 53.2 $75.00 $3,990.00
1 Roadway
0200 0107 2 1 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 1 LS 1 $100,000.001 $100,000.00
Roadway EXISTING
ST.RUCTURES-
INSPECTION AND
SETTLEMENT
MONITORING
0200 ' 0108 2 MONITOR 1 LS 1 $100,000.00 $100,000.00
Roadway EXISTING
STRUCTURES-
S VIBRATION
I MONITORING
0200 0108 3 MONITOR LS 1 $75,000.00 $75,000.00
Roadway EXISTING
STRUCTURES-
GROUNDWATER
MONITORING
0200 1 0110 1 1 CLEARENG& AC 4.62 $15,000.00 $69,300.00
Roadway GRUBBLNG _
0200 ' 0110 4 10 REMOVAL OF SY 8374 $18.00 $150,732.00
Roadway EXISTING
CONCRETE
0200 ! 0120 1 REGULAR f CY 356.1 $25.00 $8,902.50
Roadway + EXCAVATION
0200 ( 0120 6 EMBANKMENT I CY 13825.4 $23.00 $317 984.20
� _
Roadway j —-- — — —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, I SY 15839 1 $30.00 $475,170.00
Roadway BASE GROUP 11
0200 0327 70 1 MILLING EXIST SY 4561 S3.00 $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 1 13 SUPERPAVE TN 3017.7 $125.00 $377,212.50
Roadway ASPHALTIC CONC,
TRAFFIC C
0200 1 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 1 0339 1 ' MISCELLANEOUS TN 5.8 $250.00 $1,450.00
Roadway ASPHALT
PAVEMENT
Page 51 of 88
DEP.AIt7MENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PROJECT Number 439228-2-58-01
0200 0400 0 11 CONCRETE CLASS I CY 82.3 3600.00 $49,380.00
Roadway NS,GRAVITY
WALL
0200 0400 0 13 CONCRETE CLASS CY 23.3 S900.00 $20,970.00
Roadway NS,STEPS
0200 0400 4 8 CONC CLASS IV, CYC 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 $1.50 $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 1 $56,000.00
1
Roadway TYPE P-2,<10'
0200 0425 1351 INLETS,CURB, EA 18 $6,500.00 1 $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 1 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
Roadway TYPE C,<10'
0200 10425 1529 INLETS,DT BOT, I EA 8 $5,250.00 $42,000.00
Roadway Iy TYPE C,MODIFY I
0200 ! 0425 2 41 MANHOLES,P-7, EA 9 $5,000.00 $45,000.00
Roadway I <10'
0200 0425 2 42 MANHOLES,P-7, EA 1 $6,750.00 $6,750.00
Roadway >10'
0200 0425 2 71 MANHOLES,1-7, EA 6 $6,800.00 $40,800.00
Roadway <10'
0200 0425 2 72 MANHOLES,J-7, EA 1 30 I $10,150.00 $304,500.00
Roadway >10'
0200 10425 2 73 MANHOLES,J 7, EA 17 S3,600.00 $61,200.00
Roadway I PARTIAL
0200 1 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 10425 6 VALVE BOXES, EA 250 $400.00 I $100,000.00
Roadway ADJUST
0200 10425 10 YARD DRAIN I 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 1043017511 PIPE LF 993 $100.00 $99,300.00
Roadway , 8 CULVERT,OPTION
AL
MATERIAL,ROUN
I 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,36'1S/CD — --0200 043017517 PIPE CULVERT, LF 2080 $650.00 $1,352,000.00
Roadway 2 OPT MATERIAL,
ROUND,72"S/CD
0200 10436 1 1 TRENCH DRAIN, LF ( 763 $250.00 $190,750.00
Roadway STANDARD l
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 1 0520 1 10 CONCRETE CURB LF 6405 $25.00 I $160,125.00
Roadway &GUTTER,TYPE F
0200 1 0520 2 4 CONCRETE CURB, I LF 503 ( $23.00 S11,569.00
Roadway ! TYPE D 1
0200 0520 3 VALLEY GUTTER- LF 332 $30.00 1 $9,960.00
Roadway CONCRETE
0200 0521 72 41 SHOULDER LF 1983 $275.00 $545,325.00
Roadway CONCRETE
BARRIER,
RETAINING
SECTION
0200 1 0522 1 CONCRETE SY 4745 $45.00 $213,525.00
Roadway 1 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 10522 2 CONCRETE SY 2341 $60.00 $140,460.00
Roadway SIDEWALK AND
DRIVEWAYS,6"
THICK
. 0200 10523 1 3 PATTERNED SY 223 $95.00 $21,185.00
Roadway ' PAVEMENT,
VEHICULAR
AREAS-GREEN
BIKE LANE
0200 10526 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,
— — — — GRNFR-A-U OW----— — — — — —
SPEED TL-2
0200 0536 7 2 SPECIAL EA 36 ' $275.00 $9,900.00
Roadway GUARDRAIL
POST-SPECIAL
STEEL POST FOR
• CONCRETE
1 • STRUCTURE
MOUNT
0200 10536 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 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,
SLIDINGICANTILE
VER, GREAI'hR
THAN 30'
OPENNING
Page 54 of 88
DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PRQIECTNumber 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 ST7F
0200 0695 1 1 TRAFFIC EA 2 $1,500.00 $3,000.00
Roadway MONITORING SITE
VEHICLE SENSOR-
NON-WEIGHT,
— — — — — — — FURNISH&— — —
INSTALL
0200 0695 612 TRAFFIC EA 2 $1,400.00 $2,800.00
Roadway MONITORING SITE
INDUCTIVE LOOP
ASSEMBLY,
FURNISH&
.. INSTALL,2 LOOPS
0200 0695 7132 TRAFFIC EA , I $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
10300 0700 1 21 SINGLE POST f AS 21 $1,200.00 $25,200.00
1 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 j $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 1 0700 3601 SIGN PANEL, EA 7 $60.00 $420.00
Signing REMOVE,UP TO
12 SF
0300 1 0706 3 RETRO- EA 518 $4.00 $2,072.00
Signing REFLECTWVE/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
10300 1 0711 11125 THERMOPLASTIC, LF 295 $4.00 $1,180.00
Signing STANDARD,
WHITE,SOLID,24"
FOR STOP LINE
AND CROSSWALK ,
0300 9 0711 11141 THERMOPLASTIC, GM 0.229 $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 1
Signing STANDARD,
YELLOW,SOLID,
18"FOR
DIAGONAL OR
CHEVRON
0300 i 0711 14123 THERMOPLASTIC, LF 1502 $10.00 $15,020.00
Signing i 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 071114160 THERMOPLASTIC, EA 16 $285.00 $4,560.00
Signing i PREFORMED,
I 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 161S1 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 10711 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 212 CONDUIT, LF 6800 $20.00 $136,000.00
Lighting FURNISH&
INSTALL,
DIRECTIONAL
BORE
0400 0635 211 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 2 12 PRESTRESSED EA 1 $1,600.00 51,600.00
Lighting CONCRETE POLE,
F&I,TYPE P-II
SERVICE POLE
0400 ` 0715 1 12 ' LIGHTING LF 28398 $2.00 $56,796.00
Lighting 1 CONDUCTORS, ,
F&1,INSULAIED,
{ NO.8-6
0400 • 0715 1 13 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 CENIL.R, EA 1 $885.00 $885.00
Lighting REMOVE,
SECONDARY
VOLTAGE
0400 0715500 1 POLE CABLE I EA 47 $1,700.00 $79,900.00
Lighting DISTRIBUTION
SYSTEM,FURNISH 1
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 212 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&
I INSTALL
Page 58 of 88
DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the C177
Financial PROJECT Number 439228-2-58-01
0500 0632 7 6 SIGNAL CABLE, PI 3 $600.00 $1,800.00
SignaIizatio REMOVE-
n IN 1 ERSECTION
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 _ 6.41_2_12___PRESTRESSED __EA_____._ 4- --$1,600.00-—--- $6,400.00
Signalizatio CONCRETE POLE,
n F&I,TYPE P-1I
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 S 1'EEL 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 10649 26 3 STEEL MAST ARM I EA 5 $2,500.00 $12,500.00
Signalizatio I ASSEMBLY,
n REMOVE,
SHALLOW
FOUNDATION-
BOLT ON
ATTACHMENT
0500 0650 114 VEHICULAR AS 18 $1,000.00 $18,000.00
Signalizatio TRAFFIC SIGNAL,
n FURNISH&
INSTALL
ALUMINUM, 3
SECTION,1 WAY
0500 0653 I 11 PEDESTRIAN AS 16 $800.00 $12,800.00
Signalizatio SIGNAL,FURNISH
n &INSTALL LED
COUNTDOWN, I
WAY
0500 0653 112 PEDESTRIAN AS 2 $1,200.00 $2,400.00
Signalizatio SIGNAL,FURNISH
n &INSTALL LED
COUNTDOWN,,2
WAYS
0500 0653 1 60 PEDESTRIAN AS 1 $65.00 _ $65.00_
— — — —— Signalizatio -SIGNAL;REMOVE —— -- — —
n PED SIGNAL-
POLE/PEDESTAL
TO REMAIN
0500 0660 411 VEHICLE EA 3 $6,500.00 $19,500.00
Signalizatio DETECTION
n SYSTEM-VIDEO,
FURNISH& •
INSTALL CABINET ,
EQUIPMENT
0500 0660 4 12 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 $29,500.00 $88,500.00
Signalizatio CONTROLLER
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 10670 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 10700 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 J REMOVE,UP TO
n I 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 1 0700 12 32 SIGN BEACON, AS 3 $6,800.00 $20,400.00
Signalizatio ( F&I OVERHEAD
n ` MOUNT,TWO
BEACONS
TOTAL
*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
Panancial 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 AIA/IIVDIAN CREEK DRIVE DRAINAGE MITIGATION PROJECT-
DRAINAGE IMPROVEMENTS
Version: 9
Estimate: 1
Last Estimated Date: 5/22/2019
Gate ory 4P }E[ m < It m IDesc hang Gn1 �' u c if ` ? `P ;x Zr ' � Tte ided Amount
Number � *�''�� � .4'71 ,.
� t �.
0200 0101 1 MOBILIZATION ( LS 1 $625,000.00 $625,000.00
Roadway
0200 0102 1 MAINTENANCE DA I $500,000.00 $500,000.00
Roadway OF TRAFFIC
0200 010214 TRAFFIC HR 6180 $60.00 $370,800.00
Roadway CONTROL
OFFICER
— — -----0200 _0-1-02-60 -WORK-ZONE---— -ED---73525-- — $025__-- ——-$18,381.25_-- - - ----
Roadway I 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 I 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
DEPART ENT Funded.Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PROJECT Number 439228-2-58-0!
0200 0102 76 ARROW BOARD/ ' ED 530 $7.50 $3,975.00
Roadway ADVANCE
WARNING
ARROW PANEL
0200 0102 78 TEMPORARY 1 EA 50 • $4.00 $200.00
Roadway RETROREFLECTI i
VE PAVEMENT
I MARKER
0200 0102 89 1 TEMPORARY LO 4 $1,200.00 $4,800.00
Roadway CRASH
CUSHION,
REDIRECTIVE
OPTION
0200 0102 99 PORTABLE I 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,
I ITERSECTION
0200 0102107 1 TEMPORARY ED 638 $10.00 $6,380.00
Roadway --- ----TRAFFIC- —- --- — — —
DETECTION AND
MAINTENANCE,
INTERSECTION
0200 0102911 2 PAVEMENT LF 1340 $2.25 $3,015.00
Roadway MARKING
REMOVABLE
TAPE,WHITE OR
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 f 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
DEPARTMEN T Funded 4greemenrbetween the Florida DEPARTMENT ofTrwispQrtation and the CITY
Financial PROJECT Number 439228-2-58-01
•
0200 0108 1 MONITOR LS 1 I $35,000.00 $35,000.00
Roadway EXISTING
STRUCTURES-
INSPECTION
AND
SETTLEMENT
MONITORING
0200 0108 2 MONITOR LS I $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& f 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 1 REGULAR CY417.9 $25.00 $10,447.50
-— -- — —Roadway.--- ----- ! EXCAVATION � ---- ----
•
0200 0120 6 EMBANKMENT I CY 9114.3 $23.00 $209,628.90
Roadway
0200 0160 4 TYPE B I SY 11391 $5.00 $56,955.00
Roadway STABILIZATION
0200 0162 1 11 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 Nwnber 439228-2-58-01
0200 1 0339 1 MIS CELLANEOU IN I1.3 $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 10400 013 CONCRETE CY 233 ' $900.00 S20,970.00
Roadway CLASS NS,STEPS
0200 0400 4 8 CONC CLASS IV, CY 7 $1,000.00 $7,000.00
Roadway BULK EAD
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 S 1 FJ L-
BULKHEAD
0200 0425 1201 INLETS,CURB, I 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,CURBS EA 5 $8 000.00 $40,000.00
Roadway TYPE P-2,<10'
0200 0425 1351 I INLETS,CURB, EA 10 $6,500.00 $65,000.00
Roadway TYPE P-5,<10'
0200 0425 1355 INLETS,CURB, 1 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, I EA I 3 $5,250.00 $15,750.00
Roadway TYPE C,MODIFY !!
0200 0425 2 41 MANHOLES,P-7, I EA 1 5 I $5,000.00 $25,000.00
Roadway <10'
0200 0425 2 42 1VMANHOLES,P-7, EA I 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, I 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,
UTILI HES
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
Fittanciai PROJECT Member 439228-2-58-01
0200 0425 10 YARD DRAIN EA I 43 $3,850.00 I $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 S20,600.00
— — — 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 I TRENCH DRAIN, I 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-
DRANAGE
0200 0455 34 2 PRESTRESSED LF 280 $100.00 $28,000.00
Roadway CONCRETE
PILING, 14"SQ.
0200 0515 1 2 PIPE HANDRAIL 1- 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
UTTERCONCRETE
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 CONCRETEI 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 ARCHILECTURA
L,ROADWAY
0200 10526 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,
GENERAIJLOW
—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 1
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 I LF 1194 $4.00 $4,776.00
Roadway REMOVAL
0200 0536 8.5 24 GUARDRAIL I 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 I GUARDRAIL EA 1 $3,150.00 $3,150.00
Roadway END
Page 67 of 88
DEPART 1 'YT Fended Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PROJECT Number 439228-2-58-01
TREAETMEN
CRT T-
I TYP
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 $5.00 $7,505.00
Roadway TURF,SOD
0200 0580 2 20 LANDSCAPE- EA 5 S1,650.00 $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_212—__PULL&SPLICE_____EA_—___6 —_—$1,300.00____ —_ __$7,800.00
Roadway BOX,F&I,24"X
36"COVER SIGN
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 1 21 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--- — --071-1-1-1 41--- -T-HERMOPL-ASTI--Gi14- ---0.072 51,850.00 $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 10711 11224 THERMOPLASTI LF 769 $3.00 $2,307.00
Signing C,STANDARD,
YELLOW,SOLID,
18"FOR
DIAGONAL OR
CHEVRON
0300 r 0711 14123 THERMOPLASTI LF 935 $10.00 $9,350.00
Signing
C,PREFORMED,
WHITE,SOLID,
12"FOR
CROSSWALK
0300 10711 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 0711 14160 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 CTSTANDARD— —
OTHER
SURFACES,
YELLOW,SOLID,
6"
0300 071116202 THERMOPLASTI GM 0.157 $5,000.00 $785.00
Signing ' C,STANDARD-
OTHER
SURFACES,
YELLOW,SOLID,
8"
0400 0630 2 12 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 SI7F
10400 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 $2.75 $957.00
Lighting CONDUCTORS,
F&I,INSULATED,
NO 4 TO NO 2
Page 70 of 88
DEPARTMENT Funded Agreement between the FloridaDEPARTMENT ofTransportation and the CITY
Financial PROJECT Nwnber 439228-2-38-01
0400 0715 4 60 LIGHT POLE 1 EA 10 $2,150.00 $21,500.00
Lighting COMPLETE, II
RELOCATE
0400 0715 4 70 LIGHT POLE f EA 8 $650.00 $5,200.00
Lighting COMPLh 1'h,
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,I00.00
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
Signatization FURNISH&
INSTALL,
DIRECTIONAL
BORE
1 0500 0632 7 1 SIGNAL CABLE- I PI 2 $5,500.00 $11,000.00
Signalization NEW OR
RECONSTRUCTE
D
NTERSECTION,
FURNISH&
INSTALL
0500 0632 7 6 SIGNAL CABLE, PI f 2 $600.00 $1,200.00
Signalization REMOVE-
INTERSECTION
0.500 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 Fwtded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PROJECT Number 439228-2-58-01
0500 1 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 --S-IGNAL�POLE, — -- — — —
PEDESTAL
0500 0646 1 60 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 S 1E±L 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 1 14 VEHICULAR I AS 14 $1,000.00 $14,000.00
Signalization TRAFFIC
SIGNAL,
FURNISH&
INSTALL
ALUMINUM, 3
SECTION, 1 WAY
0500 ( 0653 1 11 PEDESTRIAN AS 10 $800.00 $8,000.00
Signalization II 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 4 12 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 1 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 Thansportation and the CITY
Financial.PROJECT Number 439228-2-58-01
MOUNT,UP TO I
12 SF
0500 0700 3205 SIGN PANEL, I EA I $3,150.00 $3,150.00
Signalization FURNISH&
INSTALL
OVERHEAD
MOUNT,51-100
SF
0500 0700 4112 OVERHEAD f EA 1 $75,000.00 $75,000.00
Signalization STATIC SIGN
STRUCTURE,
FURNISH&
Iii TSTALL,
CANTILEVER,
21-30 FT
0500 0700 5 21 INTERNALLY EA 6 I $3,150.00 $18,900.00
Signalization ILLUMINATED
SIGN,FURNISH
&INSTALL
OVERHEAD
MOUNT,UP TO
12 SF
- ---__0500- — --0700-123-2---SIGN-BEACON AS
� - --3- $6,800.00 $20,400.00
Signalization F&I OVERHEAD
MOUNT,TWO
BEACONS
*Does not calcu1ate.total based on Loin Gast'Alternate *_Total '$7,95112530
•
•
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
- •.. `:` .. ' z t COST?ES 4A: COSTj25'fl3 TO.Z41 1 PARSE 'D if`= s . • ,.�,,
;: _ :4.". r,-„,,,.,.` ' „,,, ` ,� kIMBLRS LE , ,--.
C_ NII'A1�'Y. 2 .: ...z.t WORICT3 LE,_ i.. = co. , ,,}`_ ' T-` ED0 t. -el t'
PHASE I and II DRAINAGE $10,329,904.78 $8,129,635.06ii 52,200.269.72
RIBBECK DESIGNER $1,542,540.11 51.213979.071 $328,561.04
WSP CEI S1,501,221.28 S1,181,461.15 I $319.760.13
UNIVERSAL
ENGINEERING SCIENCES
INC GEOTECHNICAL $27,288.00 S21,475.66 $5,812.34
ATKINS f SURVEY• $199.900.00 $15732130 I $42578.70
STANTEC , PERMITS 5192.306.24 $151,345.01 $40,961.23
HML. I PIO $70,275.00 $55306.43 $14968.58
DERM PERMITS $238,889.75 $188,006.23 ( $50,883.52
SOUTH FLORIDA WATER '
MANAGEMENT , PERMITS $5.000.00 $3935.00 $1,065.00
SHORELINE SEAWALL $2,941,550.42 $2,315,00038 $626 50.24
LC.
i i T3: 1 l I Y [ If
`.�y ,: t ""1?"-,471',":'
•^. �Vir.7 .Q"�ro�f � Y't_;�� )�2�,k �Y•�s•s. ' i m'_ + e �` ,` .
A .141,14&444. ff-44 , �.• _ '4 ' MAO 4 ,875.5$ .$ ;3. ., ,5 $8 ._ .,k, .31- ,1. 9
--- --. nh�h . .,maCi�t..n -W.— rmws+,.e ttt•..a'HM,+S!s.:w.:.' ...,s,-•+., ,r , - .,
tr* .F, ° gym ‘..1 ' ''.f oa tG1%MESTIM,%.
in
fi l IE'NI:k _ ; , .y a s; * •4Ti1r P ". b k
� CQS Enol"„
PHASE III COST ESTIMATE 1 DRAINAGE 513.276,282.35 $10,448,434.21. 52,827.848.14
RIBBECK DESIGNER S1,205.581.00 $948,792.25 $256,788.75
WSP(530 Days) CEI $1,694,842.56 S1,333,841.09 , $361,001.47.
HML(Phase HI) :PIO $211,350.00 $166332.45 $45.017.55
TEMPORARY MOT(12
MONTHS) MOT $651,52835 $512,752.81 , $138,775.54
MOT IMPROVEMENTS 25th
to 29th MOT 5420.456.09 $330,898.94 $89557.15
TEMPORARY DRAINAGE
(12MONTHS) DRAINAGE $150,000.00 $118,050.00 $31.950.00
SHORELINE(5M-3.75) SEAWALL S 058 449.58 $1,619999.82 S438 449.76
to EM: TraX.-13' ' ' ;
^GROES•-' cws a. •r,rAu"^ .x ,"` 1940,4894,494 a ljy a..•19 ' -/ 'i1 4$9ef-1+.
Page 76 of 88
DEPARTMENT Funded Agreement between the Florida DEPARTMENT of Transportation and the CITY
Financial PROJECT Number 439228-2-58-01
v
[(-----4-;,;--2--:.,,..---,:-.,_::-:-„:7:,,�,a .:�,::COS'1;ESTIMIATEtiC 3ST?5TH<TO:32ND;PEL*SE HI'4s"``-' ' -°"4".---'**' '
G`+s .- '1".;'17:0':'77.7':-1-':J::::;;11' of-Fara. -�-^'.'a �9',TiREIigtigISIC.B TE : ' ..': tS'>' x 't- t„ '.7h
5 ■= E s r� -. £ � a rpL+7 "r�'. V- „G-w,.+.++z�a1 Ya +r ,J.j & t�� ,+
M.1TENi3;'; w!v..uim „ti:' i ;. a :t+t t`i td '�tT �/..I.a:+. i� fir:��'� r '�;''1t a ' a 6 w '
,�GC2ST' � i'''''''';':7.4 l7Ue CI�t'y
PHASE III COST ESTIMATE DRAINAGE $7,951,725.30 $6,258,007.81 $1,693,717.49
RIBBECK DESIGNER $1,205,581.00 I $948,792.25 $256,788.75
WSP(210 Days) I CEI $9493I
92.64 I S747329.41 $202263.23 I
HML(Phase HI)(210 Days) PIO $84,575.00 $66,560.53 1 $18,014.48
TEMPORARY MOT(12
MONTHS) MOT 5651,52835 $512,752.81 S138.775.54
MOT IMPROVEMENTS 25th
to 29th LIGHTING $420,456.09 . $330,898.94 . $89.557.15
TEMPORARY DRAINAGE
(12MONTHS) DRAINAGE $150,000.00 5118,050,00 $31,950.00
SHORELINE(5M-3.75) SEAWALL $2.058.449.58 $1,619.999.82 $438,449.76
f'fOt' REI rSURS' 'B E:i,`' s' a .i x� ".. - .:
rer ��, s� �, �-: 'te ; _ ^�-. .�
.yRGE 11,1P;':4%- san. v4,..."- "� `,�`" I+; ` `4 4 .r S.13,':7. ,L S :'•S'.7 'IA? `ii'� :-914 A.D'
,A-v°44-
fit" x-4413$�214I''7.-•z ,444� '`W d k,+: Q,,,,,, >--,,' -: mom'Q� �., 7 R 1 „ �^
.YR 1 YDIF1J,OTA ai.rN"✓ZZ:Ag. r V.fVr:;: ca" `K I . .G a 30 014783'.54 S -.9 +J5 � `U24 :1,I 1 (5.63.'
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.
'Se ¢ i^ �,e v t ri .f t Yi A y. .tR R e I l 'a 4Mt-AM:Y
x ',s ;.Eligible PROJECT costs are the costs related to the design,construction and construction engineering
inspection of the PROJECT,in substantial accordance with the approved PDP,and do not include utility relocation or
utility relocation related work.
o f itilM` +. rc .F t. Pct i:.r1 ,1 ;r M ;ti 3 Fl 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 CITL.shalLconsider_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.
d.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
FDOTSint1leAuditiii 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,FS=-Asbestos Abatement,-Florida DEPARTMENT-of Business and Professional - -
Regulation(DBPR)
o Ch.62257,FA.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 Plumber 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.G.,Minimum Technical Standards for Professional Surveyors and
Mappers
o Safety Standards
o Utility Accommodations Guidelines
o Florida DEPARTMENT of Transportation Construction ProjectAdministration 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 439228-2-38-01
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 ENGLNEERLYG AND INSPECTION
MiNI17UM 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 I(Full-time)
ProjectAdministrator/Contract
- - - -- - --- -- — - --- a Support Specialist --I-(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_CiviLEngineering-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.,LIiMS,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 499228-2-58-01
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(I)
year of road & bridge CEI experience with the ability to earn additional required
qualifications within one year. (note:Senior Engineer Intern classification requires one(1)
year experience as an Engineer Intern)
Must have the following:
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 C1TY
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.ZT.certificate.)
Responsible for performing assignments in assisting Senior Inspector in the performance
of their duties. Receive general supervision from the Senior Inspector who reviews work
while in progress. Civil Engineering graduates must obtain certifications within the first
year of working as an inspector or Engineer Intern.Exceptions will be permitted on a case-
by-case basis so long as qualifications and certifications are appropriate for specific
inspection duties.
SECRETARY/CLERK TYPIST-High school graduate or equivalent plus two(2)years
of secretarial and/or clerical experience.Ability to type at a rate of 35 correct words per
minute. Experienced in the use of standard word processing software. Should exercise
independent initiative to help relieve the supervisor of clerical detail.Work under general
supervision of the Senior Project Engineer and their staff.
2.3 Staffing:
Once authorized,the Consultant shall establish and maintain an appropriate staff through
the duration of construction and completion of the final estimate.Responsible personnel,
thoroughly familiar with all aspects of construction and final measurements of_theyarious____
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