HomeMy WebLinkAboutExhibit AEXHIBIT "A"
FM# 447808-1-52-01
Page 1 of 13
OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT
Between
STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION
("DEPARTMENT")
and
City of Miami, a political subdivision of the State of Florida
("CITY")
THIS AGREEMENT is made and entered into as of April 1, 2024, by and through the STATE OF
FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida
(the "Department"), and City of Miami, a political subdivision of the State of Florida (the "City"),
collectively referred to as the "Parties."
RECITALS
A. Upon approval of the Department's Work Program by the State of Florida Legislature,
and adoption by the Department Secretary, the Department shall complete the various projects included
in the Department Work Program; and
B. Included in the Department Work Program is Project Number FM# 447808-1-52-01, SR
90 / US-41 / SW 7th St. [from E of SW 27 Ave. to W of SW 2nd Ave.] (the "Project"). A portion of the
Project includes work on SW 4d' Ave. and SW 3rd Ave., in Miami, Florida, roads not on the State
Highway System; and
C. The City is the holder of ownership rights to SW 3rd Ave. and SW 4d' Ave., roads not on
the State Highway System; and
D. The Parties agree that it is in the best interest of each party for the Department to
undertake and to complete all aspects of the Project, including but not limited to, the design, construction,
construction inspection, maintenance during construction, utilities, easements, and other associated
tasks; and
E. The Parties further agree that it is in the best interest of each party to enter into this
Agreement in order to allow the Department to construct and complete the Project.
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TERMS
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. The recitals in this Agreement are true and correct, and incorporated into and made a part hereof.
2. The Parties agree that the Department intends to undertake and complete Project Number FM#
447808-1-52-01, which Project generally includes the following:
• pavement restoration through milling and resurfacing;
• ADA improvements such as upgrading substandard pedestrian ramps and
detectable warnings;
• upgrading pavement markings and replacing substandard signs;
• upgrading pedestrian signalization features;
• replacing signal and lighting pull boxes within sidewalk reconstruction;
• widening the I-95 Southbound ("SB") off -ramp at SW 7th St. to four lanes;'
• closing SW 4th Ave. at SW 7th St. and converting the traffic pattern from one
way southbound to two lanes two-way traffic;
• widening the SW 3rd Ave. from two lanes two-way traffic to three lanes two-way traffic
with left turn at SW 3rd Ave. and SW 6th St., right turn lane at SW 3rd Ave. and SW 7th St.;
• lighting improvements, including meeting required illumination level at signalized
intersections and replacement of lighting pull boxes impacted by sidewalk restoration;
• landscaping/tree disposition;
• signalization improvements for 12 signalized intersection and 1 midblock crossing; and
• utility relocation.
The Project shall include improvements on SW 3rd Ave., from STA. 80+00 to STA. 83+78
LT/RT including SW 6th St. intersection, and on SW 4th Ave., from STA. 10+00 to STA.
13+98 LT/RT including SW 6th St. intersection (for purposes of this agreement, the "Off -
System Project Limits"). The work within the Off -System Project Limits shall include, but
may not be limited to the following (hereinafter referred to as the "Local Roadway
Improvements"):
' The widening of the I-95 SB off -ramp will be conducted partially on Parcel 100, which is a City of Miami Owned property
the time of execution of this Agreement, and which will be acquired by the Department in fee simple at a later date.
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a) pavement restoration through milling and resurfacing;
b) upgrading pavement markings and replacing substandard signs;
c) driveway reconstruction;
d) incidental sidewalk reconstruction and paver re -set due to proposed signalization
improvements;
e) upgrading pedestrian signalization features;
f) replacing signal boxes within sidewalk reconstruction;
g) replacing lighting pull boxes within sidewalk reconstruction;
h) Installation of new light poles;
i) widening the SW 3rd Ave. from two lanes two-way traffic to three lanes two-way traffic with
left turn at SW 3rd Ave. and SW 6th St., right turn lane at SW 3rd Ave. and SW 7th St.;
j) utility relocation due to widening of SW 3rd Ave.;
k) widening the I-95 SB off -ramp at SW 7th St. to four lanes;
1) closing SW 4th Ave. at SW 7th St. and converting the traffic pattern from one way
southbound to two lanes two-way traffic; and
m) converting the traffic pattern of SW 4th Ave. from one way northbound to two lanes
two-way traffic.
The Project shall further include all activities associated with or arising out of the construction
of the Local Roadway Improvements. In the event that the Project requires the acquisition of
additional right-of-way within the Off -System Project Limits, the Department shall acquire such
right-of-way in order to complete the Project. The City shall cooperate with and shall support the
Department's work efforts in these regards.
The Department will design and construct the Project in accordance with all applicable federal
and state laws and regulations and in accordance with Department design and construction
standards as set forth in the Department' s guidelines, standards, and procedures. The Department
shall have final decision authority with respect to the design, the design review process, and
construction of the Local Roadway Improvements, and the relocation of any utilities that the
Department may determine to be required.
3. The Parties acknowledge and agree that the City will review the Project Design Plans ("Project
Design Plans") and shall submit its comments, if any, via Electronic Reviewer Comments ("ERC").
2 The widening of the I-95 SB off -ramp will be conducted partially on Parcel 100, which is within the City of Miami's right-
of-way at the time of execution of this Agreement, and which will be acquired by the Department in fee simple at a later date.
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FM# 447808-1-52-01
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The Department shall provide the City access to the ERC, and the Department shall use the ERC to
submit the Project Design Plans for the City to review. When the Department places the Project
Design Plans in the ERC, the Department will designate a Comment Due Date and a Response Due
Date. The City shall submit its comments with regards to the Proj ect Design Plans on or before
the Comment Due Date, and the Department shall respond to the City' s comments, if any, on or
before the Response Due Date. If the City does not submit its comments by the Comment Due
Date, the City will be deemed to have approved the Project Design Plans submitted by the
Department. The review process for the Project Design Plans will be deemed concluded when
the Department has submitted the Final Project Design Plans to the ERC, and the Comment Due
Date and Response Due Date for the Final Project Design Plans have passed, and the Department
has addressed all of the City's comments that were submitted through the ERC. Once the review
process is concluded, the Department will construct the Project in accordance with the Final
Project Design Plans submitted through the ERC. The City acknowledges and agrees that, during
construction of the Local Roadway Improvements, the Department will only utilize the services
of law enforcement officers when required by the Department' s Standard Specifications for Road
and Bridge Construction, and no additional requirements will be imposed. No further agreements
or permits shall be required for production or construction of this Project.
Major modifications of the approved Project Design Plans must be submitted to the City for review.
A "Major Modification" is any modification that materially alters the kind or nature of the work
depicted in the approved Project Design Plans, or that alters the integrity or maintainability of the
Local Roadway Improvements, or related components. The City's review shall be within the
reasonable time schedule proposed by the Department, in order to avoid delay to the Department's
construction contract. In the event that any Major Modifications are required during construction,
the Department shall be entitled to proceed with the modifications that are necessary to complete
the construction of the Project, and shall, upon identifying the need for a Major Modification,
immediately notify the City of the required changes prior to proceeding with implementation of the
same. It is specifically understood and agreed that any such changes during construction shall not
delay nor affect the timely construction schedule of the Project.
4. The City agrees to fully cooperate with the Department in the construction, reconstruction and
relocation of utilities that are located within the City's right-of-way, within the Off -System Project
Limits. The utility relocations, if any, which may be required by the Department for purposes of the
Project, shall be done in accordance with the Department's guidelines, standards and procedures.
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The Department shall submit the proposed utility relocation schedule to the City. Utility relocations,
if any, shall be done in accordance with the provisions of Chapter 337, F. S.
Additionally, the City agrees to fully cooperate with the Department in the removal of any
encroachments or permitted improvements, and in the modification of any driveway connections,
located within the City's right-of-way, within the Off -System Project Limits, that are in conflict
with the Project, and the City hereby authorizes the Department to take any legal action necessary
to effectuate the removal of any such conflicting encroachments or permitted improvements, and
to effectuate the modification of any such driveway connections. The Department shall
coordinate with the City for said removals or modifications, at no cost to the City.
5. The City agrees to perpetually maintain the Local Roadway Improvements. To maintain means
to perform normal maintenance operations for the preservation of the Local Roadway
Improvements, which shall include but is not limited to, roadway surfaces, roadside structures,
drainage, signing and pavement markers, and lighting. This excludes improvements E, F, and K
per item number 2. additionally, the Parties understand and agree that the Department shall
transfer any permit(s) required for the construction of the Local Roadway Improvements, if any,
to the City as the operational maintenance entity, and the City agrees to accept said transfer and
to be fully responsible to comply with all operational and maintenance conditions of the
permit(s), at its sole cost and expense.
Notwithstanding the requirements hereof, maintenance during construction shall be the
responsibility of the Department and its Contractor, as set forth in paragraph 9 of this Agreement.
6. The Parties acknowledge and agree that the City's right-of-way and the improvements and
structures located within the City's right-of-way, are and will remain under the ownership of the
City, and that the Department will not have any ownership interest in the right-of-way,
improvements, or structures located thereon or installed therein pursuant to this Proj ect.
7. The Department shall require its construction Contractor to maintain, at all times during
construction, Commercial General Liability insurance providing continuous coverage for all work
or operations performed under the construction contract. 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
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policy, or such other minimum insurance coverage that may be required by the Department for the
construction of the Project, in accordance with the Department's Standards and Specifications for
Road and Bridge Construction. The Department shall further cause its Contractor to name the City
and the Department as additional insured Parties 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.
8. The Department shall notify the City at least 48 hours before beginning construction within the
City's right-of-way. Such notification may be provided via email to the City, and the notice
requirements set forth in paragraph 20 shall not apply to this paragraph.
The Department agrees that the City may, at reasonable times during the construction of the Local
Roadway Improvements, inspect the Contractor's construction site and perform such tests as are
reasonably necessary to determine whether the goods or services required to be provided by the
Contractor, pursuant to the Contractor's Construction Agreement with the Department, conform to
the terms of said Construction Agreement. Upon request by the City, the Department shall coordinate
with its Contractor to provide access to the City for performance of said inspections. During the
construction work related to the Project, the City shall fully cooperate with any such work being
performed by the Department and the Department' s contractors. The City shall not commit nor permit
any act which may delay or interfere with the performance of any such work by the Department or
the Department's contractors, unless the Department agrees in writing that the City may commit, or
permit said act.
9. Maintenance during construction within the Off -System Project Limits, commencing as of the first
date of construction, shall be the responsibility of the Department's Contractor. Notwithstanding,
neither the Department nor its Contractor shall be responsible for mowing or removing litter during
construction of the Project. After completion of construction, the City shall assume all maintenance
responsibilities for the Local Roadway Improvements. Upon completion of construction, the
Department is required to invite the City on the Final Inspection of the work within the Off -System
Project Limits and will incorporate legitimate City concerns that are within the scope of the contract
into the final Project punch list to be corrected by the Contractor. Notice for Final Inspection shall
be delivered via email to the City and the notice provision of paragraph 20 shall not be applicable.
However, if the City does not attend the Final Inspection, the Department shall proceed to
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conduct the Final Inspection, finalize the Project punch list, and issue a Notice of Final
Acceptance to its Contractor. The Final Inspection shall be performed, and the Notice of Final
Acceptance shall be issued in accordance with the Department's Standard Specifications for
Road and Bridge Construction and the Construction Proj ect Administration Manual (CPAM).
Upon issuance of the Notice of Final Acceptance to the Contractor, the Department shall provide a
copy of said notice to the City. As of the date of the Notice of Final Acceptance, the City shall be
immediately responsible for the maintenance of the Local Roadway Improvements and shall further
accept the Local Roadway Improvements. The Department, however, shall have the right to assure
completion of any punch list by the Contractor. Notwithstanding the issuance of the Notice of Final
Acceptance, the City may notify the Department Project Manager of deficiencies in the Local
Roadway Improvements that may be covered by the warranty provisions in the contract between
the Department and its Contractor. The Department shall enforce the warranty if remedial action is
required by the warranty provisions, as determined by the Department.
Upon completion of all work related to construction of the Project, the Department will be
required to submit to the City final as -built plans for the Local Roadway Improvements and an
engineering certification that construction was completed in accordance with the plans.
Additionally, the Department shall vacate those portions of the City's right-of-way used to
construct the Local Roadway Improvements, and shall remove the Department's property,
machinery, and equipment from said portions of the City's right-of-way. Furthermore, the
Department shall restore those portions of the City right-of-way disturbed by Project construction
activities to the same or better condition than that which existed immediately prior to
commencement of the construction of the Project.
10. Upon submission by the Department of a deed, with accompanying sketch and legal description,
for the transfer to the City of any additional right-of-way acquired by the Department within the
Off -System Project Limits, the City shall forthwith submit the same to its governing board or
commission for approval and acceptance of such additional right-of-way.
11. This Agreement shall become effective as of the date both parties hereto have executed the
Agreement. Prior to commencement of construction, the Department may in its sole discretion
terminate this Agreement if it determines that it is in the best interest of the public to do so. If the
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Department elects to terminate this Agreement, the Department shall deliver formal notice of
termination to the City, as set forth in paragraph 20 of this Agreement.
12. In the event that any election, referendum, approval, ratification, notice or other proceeding, or
authorization is required to carry out the Project, the City agrees to expeditiously initiate and
consummate, as provided by law, all actions necessary with respect to any such matters, with
time being of the essence.
13. The Department may utilize federal funds to design and construct the Project. In the event that
the Project shall be constructed using federal funds, all costs incurred must be in conformity with
applicable federal and state laws, regulations, and policies and procedures.
14. The Department's performance and obligations under this Agreement are contingent upon an
annual appropriation by the Legislature. If the Department's funding for this Project is in multiple
fiscal years, funds approval from the Department's Comptroller must be received each fiscal year
prior to costs being incurred.
15. In the event that this Agreement is in excess of $25,000, and the Agreement has a term for a
period of more than one year, the provisions of Section §339.135(6)(a), Florida Statutes, are
hereby incorporated into this Agreement and are as follows:
"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 any 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 funds are
available prior to entering into any such contract or other binding commitment of funds. Nothing
herein contained shall prevent the making of contracts for periods exceeding 1 year, but any contract
so 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 and which have a term for a period of
more than 1 year."
16. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the Department's
sovereign immunity protections, or as increasing the limits of liability as set forth in Section
768.28, Florida Statutes.
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17. A modification or waiver of any of the provisions of this Agreement shall be effective only if
made in writing and executed with the same formality as this Agreement.
18. This Agreement shall be governed by the laws of the State of Florida. Any provision hereof found
to be unlawful or unenforceable shall be severable and shall not affect the validity of the remaining
portions hereof. Venue for any and all actions arising out of or in any way related to the
interpretation, validity, performance or breach of this Agreement shall lie exclusively in a state
court of appropriate jurisdiction in Leon County, Florida.
19. No term or provision of this Agreement shall be interpreted for or against any party because that
party's legal counsel drafted the provision.
20. In accordance with Executive Order No. 11-02 the Department's Vendor/Contractor(s) shall
utilize the U.S. Department of Homeland Security's E-Verify system, in accordance with the
terms governing use of the system, to confirm the employment eligibility of;
i. all persons employed by the Vendor/Contractor during the term of the Contract to
perform employment duties within Florida; and
ii. all persons, including subcontractors, assigned by the Vendor/Contractor to perform
work pursuant to the contract with the Department.
21. All notices required pursuant to the terms hereof, shall be in writing and shall be sent by first
class United States Mail, facsimile transmission, hand delivery or express mail. 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. Unless otherwise notified in writing, notices shall
be sent to the following:
To the City:
To the Department:
Director of Transportation Operations
State of Florida, Department of Transportation
1000 N.W. 111th Avenue
Miami, Florida 33172
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22. The City, by and through Resolution No. , attached hereto as Exhibit "
has duly authorized the execution and delivery of this Agreement and agrees to be bound by
the terms hereunder, and has further authorized the Mayor or his designee to take all necessary
steps to effectuate the terms of this Agreement.
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Remainder of page is left intentionally blank.
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the dates
exhibited, by the signatures below.
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
By:
Name:
Title: Director of Transportation Operations
Date:
Attest:
Name:
Title:
Department Legal Review:
By:
Name:
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FM# 447808-1-52-01
Page 13 of 13
THE CITY OF MIAMI
By:
Name:
Title:
Date:
Attest:
Name:
Title:
Approved as to form and legality:
By:
Name:
Rev. 03/24
CONTRACT PLANS COMPONENTS
ROADWAY PLANS
SIGNING 4ND PAVEMENT MARKING PLANS
SIGNALIZATION PLANS
LIGHTING PLANS
STRUCTURE PLANS
A DETAILED INDEX APPEARS ON THE
KEY SHEET OF EACH COMPONENT
INDEX OF ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
1 KEY SHEET
2 SIGNATURE SHEET
3 - 8 TYPICAL SECTIONS
9 TYPICAL SECTION DETAILS
10 OPTIONAL MATERIALS TABULATION
11 17 PROJECT CONTROL
18 GENERAL NOTES
19 46 ROAM/AY PLAN
47 50 SPECIAL DETAILS
51 52 DRAINAGE PLAN
53 DRAINAGE STRUCTURES
54 - 84 TEMPORARY TRAFFIC CONTROL PLANS
85 - 112 UTILITY ADJUSTMENTS
113 140 TREE DISPOSITION PLAN
141 - 142 TREE DISPOSITION CHART
GR-1
GR-2
ROADWAY SOIL PROFILES
ROADWAY SOIL SURVEY
DEPA
8 TAl TE OF FL #RIIDA
=ENT OF TRANSPORTATION
ROADWAY PLANS
FINANCIAL PROJECT ID 447808-1-52-01 & 447808-1-52-02
(FEDERAL FUNDS)
MIAMI-DADE COUNTY (87120001)
STATE ROAD ND. 90 (US-41/SW 7TH ST)
FROM EAST OF SW 27TH AVE TO WEST OF SW 2ND AVE
GOVERNING STANDARD PLANS:
Florida Department of Transportation, FY2025-26 Standard Plans fur Road and
Bridge Construction and applicable Interim Revisions (IRs).
Standard Plans for Road Construction and associated !Rs are available at the
following website: http://www.fdot.gov/design/standardplans
GOVERNING STANDARD SPECIFICATIONS:
Florida Department of Transportation, FY2025-26 Standard Specifications
for Road and Bridge Construction at the following website:
http://www.fd ot.gov/proyramrnarragenrent/Implemented/Speceooks
PROJECT LOCATION ORL: httn://tin(-.rr/hsgsnz
PROJECT LIMITS: BEGIN ISP 2.998 - END PAP 0.452
EXCEPTIONS: NONE
BRIDGE LIMITS: NONE
RAILROAD CROSSING: NONE
THIS PROJECT TO BE LET TO CONTR4CT
WITH FINANCIAL PROJECT !D(S):
443905-1-52-01, 447808-1-52-01, 447808-1-52-02
LOCATION OF PROJECT
ROADWAY PLANS
ENGINEER OF RECORD:
MEHRDAD EBRAHIMI, P.E.
P.E. LICENSE NUMBER 93921
H.W. LOCHNER, INC.
8750 N.W. 36 STREET, SUITE 360
MIAMI, FLORIDA 33178
(305) 503-9873
CONTRACT NO.: CAM92
VENDOR NO: F4-55418
FDOT PROJECT MANAGER:
MARIO DURAN, P.E.
OFF -SYSTEM
AGREEMENT
CONSTRUCTION FISCAL SHEET
CONTRACT NO. YEAR NO.
T6589 26
THE ELECTRONIC
PAVEMENT
WIDENING
OFF -SYSTEM ROADWAY IMPROVEMENTS
RAMP WIDENING AREA DETAIL
NOT TO SCALE
NOTE.' CONSTRUCT LONGITUDINAL AND TRANSVERSE
JOINTS AS PER FDOT STANDARD 350-001
EL.= (19.37)
CONSTRUCT EXPANSION JOINTS
TRANSVERSE JOINT (TYP.J
30
MILLING &
RESURFACING LII'AITS
MATCH EXIST.
STA. 30+65.32
OFOC- --
MILLING &
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MATCH EXIST.
5TA. 13+97.C5
END C&G TYPE "F"
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11. E.
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END C&G TYPE "F"
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PT STA. 13+0931
END C&G TYPE "F"
11ATCH EXIST.
STA. 12+86.71
SEE ROADWAY PLAN
DETAIL SHEET (DETAIL G)
FOR ADDITIONAL INFORMATION
BEGIN C&G TYPE "F'
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STA. 12+43.48
END CSG TYPE "F"
END TAPER HATCH EXIST
STA. 11+93.10
BEGIN TAPER
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TRAILING .ANCHORAGE
1.11 H FLARED END
STA. 56+74.55 50.28' LT.
9/AV LINE
STA. 56+59.6
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BEGIN WIDENING
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(DETAIL H)
////°
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6" CONCRETE SIDEWALK
4" CONCRETE SIDEWALK
CONICRETE VVIDENIIVG
DETECTABLE IVARNING
SOD
TURNAROUND
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
MEHRDAD EBRAHII'4I, P.E.
LICENSE NUMBER' 93921
H.W. LOCHNER, INC.
8750 N.VI. 36TH STREET, SUITE 360
MIAMI, FL 33178
3T9 TR OF FPO2VZA
DEP, ii-r.IfE/A-T 775CrIASPURTEITTUAr
ROAD NO.
COUNTY
F 542 604L PROJECT ID
SR 90
MIAMI-DADE
447808-1-52-01
ROADWAY PLAN
SHEET
NO.
43
OFF -SYSTEM ROADWAY IMPROVEMENTS
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+70.07
25.00' LT.
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SW 3RD AVE PT +20.06
PT STA 83+35.01 34.20' LT.
HARMONIZATION
+10.09 27.00' LT.
PC +10.09
25.00' LT. PAN LINE
LA R/VV LINE
+41.04
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BEGIN C&G TYPE "F"
MATCH EXIST.
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END C0G TYPE "F"
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BEGIN GEC TYPE "F"
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PC STA 82+83.77
4/IN LINE
+61.29
11.00' RT.
+50.07
10.92' RT.
+25.73
11.01' RT.
+14.51
11.00' PT.
+90 23
11.02' PT.
+79.03
11.00' RT.
+54.74
.01' RT.
+43.56
(4ATCIH LINE 81+20.00
F 16.5 15.5.1 j
25' 25'
- IN(D)- UV(DF - -
5(D) 5(D
G(D) G(D)- - - -
LEGEND:
///
O
MILLING & RESURFACING
WIDENING
4" COIVCP.ETE SIDEWALK
6" CONCRETE SIDEVALK
IN. E. - MATCH EXISTING
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
MEHRDAD ERRAHII'4I, P.E.
LICENSE NUMBER' 93921
H.W. LOCHNER, INC.
6750 N.VI. 36TH STREET, SUITE 360
MIAI01, FL 33178
„0T.ATR OF FP OR7ZA
OSP. STU'S-VT OF TRAIIS'PORT.ATTON
ROAD NO.
COUNTY
FERANCEAL PROJECT ID
SR 90
MIAMI-DADE
447808-1-52-01
ROADWAY PLAN
SHEET
NO.
44
62
O/:Dsnlr(D
25' 25'
16.5' 16.5
MATCH LINE 81+2
00
OFF -SYSTEM ROADWAY IMPROVEMENTS
+11.77
10.99' LT
+00. 60
11.01' LT
END C&G TYPE "F"
WATCH EXIST.
PT STA 80+83.90
SOD
PT +14.08
45. 05' LT.
HARMONIZATION
+41. 63 27.00' LT.
BEGIN CNG TYPE "F"
THATCH EXIST_
PC STA 80+11.61
PC +89.00
R/W LINE 20.00' LT.
.. f051 FJ$G(Dl=... -
--- +E4-- --NYAINA - -- ---
.... -(0)9? (P
+02.92
SR 90 / SW 7th ST.
—R/V1 LINE
+14.22
30.00' PT
STA. 140+39.17 SURVEY SR 50 =
STA. 80+00.00 SURVEY SW 3,A AVE
ft/I/V LIIIE
5-
O
MILLING & P -
RESURFACING LrTS
MATCH EXIST_ • m
73.77' PT. •• •
Un•
C
5'E
SV
69
15
cI$
+19.24
11.01' PT.
+08.06
11.00' RT
END CNG TYPE "F"
THATCH EXIST.
PT STA 80+83.34
PC +64.09
44.95' LT.
+85.22
PC +64.27
PT +89.09
20-00' LT.
oD)
141
f SURVEY
BEGIN CNG TYPE "F"
MATCH EXIST.
PC STA 80+11-62
BT'D) - -
PT +69.27
30.00' RT.
R/W LINE
R/VV LINE
.. BLOC! D)l.rn�
142 143
LEGEND:
///
MILLING N RESURFACING
WIDENING
4" CONCRETE SIDEWALK
E' CONCRETE SIDEWALK
M.E. - MATCH EXISTING
- -BK')Fr
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
MEHRDAD ERRAHII'7I, P.E.
LICENSE NUMBER' 93921
H.W. LOCHNER, INC.
8750 N.W. 36TH STREET, SUITE 360
MIAMI, FL 33178
ST.ATR OF FP OR%D,4
DSP. 2TRI.R;ST OF TRAA,06ORTAT70N
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 90
MIAMI-DADE
447808-1-52-01
_ROADWAY PLAN
SHEET
NO.
45
OFF -SYSTEM SIGNING AND PAVEMENT
MARKING IMPROVEMENTS-
o®jam®m
r�wz�
all ___--'-_
Jlh-
�II 30
SW 6th ST.
10700 1 601
10700 11111
STA. 13+13
36" x36"
®I
I I
EXISTING SIEN
(TO BE RE407ED) L _ _
10700 1 601
+10.84
1820' LT-
R/W LINE
r1HDUl NHfI, \ \
1Sf1Vl
LNA,IHIIJ
EXISTING SIGN
(TO BE REMOVED)\
(DO NO \
E 444
L,J
REVISIONS
24" WHITE
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
MEHRDAD EBRAHII'4I, P.E.
LICENSE NUMBER' 93921
H.W. LOCHNER, INC.
4750 N.VI. 3F7TH STREET, SUITE 360
MIAM1, FL 33178
32
SW 6th ST.
y WRONG,
L WAY I
PAW LINE
10700 11121
STA. 58+61
03-8 MOO
60"x39"
2 45
2 AS
EXISTING SIGN
6" YELLOW (TO HE HEINOV ED)
PREFORMED
THERMOPLASTIC
WITH BLACK
CONTRAST
BORDER (TYP.)
6" WHITE WITH
(IHITE/RED RPMS
AT 20' C/C
SPACING (TAP.)
PREFORMED
THERMOPLASTIC:
WITH BLACK
CONTRAST
BORDER (TAP1
0 TA TR OF FP ORlZA
0.EP, 271125E'AT OF TRAASPURT.ATTUN
ROAD NO.
COUNT
FINANCIAL PROJECT ID
SR 90
MIAM1-DADS
447808-1-52-01
10700 1 co
,A-1Np1-z^rzz_
B 1
La J1
SIGNING AND PAVEMENT
MARKING PLAN
SHEET
NO.
CIACIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F G 5-23.0
5-27 w
ti
OFF -SYSTEM SIGNING AND PAVEMENT
MARKING IMPROVEMENTS
PAW LINED
3d
I
35
\--1E SURVEY SIN 6th 5T
—R/W LINE
0700 11111
STA. 81+74
(R3-7R)
36"x36"
MATCH LINE 81+20.00
�16.5' 16.5'
25' 25'
`4/W LINE
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
INEHRDAD EBRAHII'4I, P.E.
LICENSE NUMBER' 93921
H.W. LOCHNER, INC.
5750 NLI. 3ETH STREET, SUITE 360
MIAMI, FL 33178
0T.ATR OF FP OR7ZA
N.EP. RT.IfE aT OFTRAIIS'PORT.AT35—
ROAD NO.
COUNTY
FINANCIAL PROJECT lD
SR 90
M1AMI-DADE
447808-1-52-01
SIGNING AND PAVEMENT
MARKING PLAN
SHEET
NO.
5-28
OFF -SYSTEM SIGNING AND PAVEMENT
MARKING IMPROVEMENTS
R/VV LINE
139
J
ri -1 Ei L i L
RAY LINE
RAY LINE
25' 25'
16.5 16.5'
MATCH LINE 81+20.00
v �r 0 ®, O Oml
IL IlliV M
,�I+80.6
20.9
10700 11111
STA. 140+88
RON LINE
10700 11111
STA. 141+83
R3-06
36" x30"
\ 110
wr--ter= II
2451''' RT. \\ III1Im II
\\\ II QI—I�I V)/I =J it_J
\
1 1-I-cf
I1 C.0
z I
0 0 I
R/W LINE
142 \—C) 143
SURVEY SR 90
R/IP LINE
•
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
MEHRDAD E9RAHII'4I, P.E.
LICENSE NUMBER' 93921
H.W. LOCHNER, INC.
R750 N.VI. 36TH STREET, SUITE 360
AIAMI, FL 33178
STATE OF FP ORIZA
N.EP. R711571 T OF TRAIIS'PORT,AT50IV
ROAD NO.
COUNTY
FERANCEAL PROJECT l0
SR 90
MIAMI-DADE
447808-1-52-01
SIGNING AND PAVEMENT
MARKING PLAN
SHEET
NO.
5-29
1Irl5l
117-R7�,I yT1 7)I
3-SECT., 1-WAY
EX !STING
(TO REMAIN)
PROVIDE
RETRJREFLECTIVE
FLExr6LE OACKPLATE
I 650-2-109 I
o
3-SECT., 1-IIVAY
2 AS
I C50-1-14 I
6 EA PEDESTRIAN SIGNAL
HEAD DETAIL
IP21P41
111
1611621
■
PEU- SI SNAL
6oUNT DOWN
1-SECT, 2-WAY
4 AS
6 3-1-12
PHASE 1 PI IASC
L{ TF: I TF 2 -1
O"O O"®
O'® ®'O
SW 4AV I
EXIST. SIGN
(TO REMAIN)
SIGNAL HEAD AND SIGN DETAILS
SW 6 St
A
EXIST SIGN
(TO REMAIN)
SW 6 St
INTERNALLY ILLUI'4INATED
STREET NAME SIGN
72" X 24"
I 700-5-21 I
PEDESTRIAN
DETECTOR SIGNS
A A
t '-
1 EA
111
1410-3I P10-31 R10-31 1410-31
1 X 15" 9" X 15" 9" X 15" 9" X 15"
2 EA 2 EA 2 EA 2 EA
7E,
II
II
NArl FOP I
II GREEN II
EXIST. SIGN
(TO BE REMOVED)
NW CORNER
1 EA
R/11 LINE
PROP. FPL
SERVICE POINT
I 635-2-11 I
EXIST. FPL
SERVICE DISCONNECT
(TO BE REMOVED)
40 LF
(1 RUN I1 POWER!)
40 LF
Pz PROP. PEDESTRIAN PEDESTAL
STA. 30+77.15, 34.60' (LT)
5 LF (1 RUN
I1 PED.])
1 EA
1 EA
2 EA
OFF -SYSTEM SIGNALIZATION IMPROVEMENTS
SW CORNER
PROP. PUSH
BUTTON (TYP.)
CONTROLLER TIMING REFERENCE TABLE
VEHICLE INOVEMENT
1
2
3
4
5
6
7
8
APPROACH DIRECTION
IVB
NB
EB
SB
o APPROACH POSTED SPEED (MPH)
25
25
25
25
t ALL RED DISTANCE !FEET
42
50
48
54
L YELLOW CLEARANCE
3.4
3.4
3.4
3.4
ALL RED
2
2
2
2
PEDESTRIAN AIIOV6 ENT
P2
P4
P6
P8
', PED. CROSSING DISTANCE (FEET)
35
46
48
43
PEDESTRIAN WALK
7
7
7
7
i PEDESTRIAN CLEARANCE
10
13
14
12
fONTRO((FR NQTFS
1 I'4A3OR STREET. Sill 6 ST
I'41NOR STREET: SW 4 AVE
2. FLASHING OPERATIONS:
I'10VEI17ENT 2 & 6 YELL01/V
I'40VEMENT 4 & 8 RED
3. ALL VEH. 6 PED. PHASES ACTUATED,
PHASE 1 IS ON RECALL
4 WATTAGE DEMAND: 454 kV
CONTROLLER ITEMS
630-2-12
632-7-1
635-2-11
635-2-12
639-1-122
639-2-1
641-2-12
660-4-11
660-4-12
670-5-140
664-90-102
60 LF
1 EA
9 EA
1 EA
1 A5
22 LF
1 EA
1 EA
4 EA
1 AS
1 EA
EXIST. VIDEO DETECTION ZONES
VIDEO
CAMERA
INOVEMENTS
ZONE
V0A
V-1
6
V0A
V-2
6
V2A
V-3
2
V 4.4
V-4
4
REMOVAL ITEMS
632-7-6
639-1-620
646-1-60
665-1-60
670-5-600
1 EA
1 AS
1 EA
3 EA
1 AS
630-2-12
635-2-11
646-1-11
665-1-11
143 EXIST. 11ASTREMAIN) ARM
fro
2 EA
R/W LINE
SURVEY
5VV 6 AVE
I 635-2-11 I
£N. 6_ST
0
N87'51'38"E
0)V//V6A '//,I
G D
R/W LINE
Fz PROP. PEDESTRIAN PEDESTAL
STA. 30+66.76, 25.53' (RT)
21 LF (1 RUIN
[1 PED.])
1 EA
1 EA
2 EA
630-2-12
635-2-11
646-1-11
665-1-11
Vz EXIST. MAST ARM
(TO REMAIN)
2 E2
I 635-2-11 I
45 LF
(3 RUNE 11 SIGNAL,
1 VIDEO, 1 PED.J)
R/W LINE
SE CORNER
NE CORNER
PROP. PED
POLE (TYR.)
PROP. PED
SIGNAL (TY P-)
630-2-12
635-2-11
639-2-1
R/V/ LINE
47 LF
(5 RUNS I2 SIGNALS
1 VIDEO, 1 POWER,
1 PED.J)
4 EA
47 LF
PROP. MAST ARM V4
STA. 30+77.54
38.29' (LT)
630-2-12
635-2-11
649-21-1
6 LF (4 RUNS I1 SIGNAL,
1 VIDEO, 2 SPARES]!
2 EA
1 EA
ARM LENGTH = 36.4'
ARIN BEARING = 5 8T 52 17" Il1
PROP. PEDESTRIAN PEDESTAL
STA. 31+14.30, 34.52' (LT) vl
5 LF (I RUN
I1 PED.])
1 EA
1 `A
2 EA
630-2-12
635-2-11
646-1-11
665-1-11
EXIST PED.
PEDESTAL TO BE
REINOVED
55 LF
(5 RUNS C2 SIGNALS,
1 VIDEO, 1 POWER,
PED.])
55 LF
R/W LINE
- - - - -&LOCO))
V//v4 /A0--
-� g; SURVEY
-- (§)W 6 S.
O AVE
s.e
1 III
LINE
635-2-11 2 E.4
PROPdESTRIAN PEDESTAL
ST%./31+2151, 24.7B' (�4T) F!
p l l - LF (1 RUN
630-2-12 [l PED])
635-2-11 1 EA
11 1 EA
11 2EA
14./
���� 639-2-1
9+J6,45.36' (RT)
PROP FPL SERVICE
DISCONNECT AND I'4ETER CAN
25 LF
(6 RUNS I3 SIGNALS,
1 VIDEO, 1 POWER,
1 PED.])
25 LF
TRAFFIC CABINET
CONTROLLER
STA. 31+20.12 59.44' (RT)
EXIST. TRAFFIC CABINET
(TO BE REMOVED)
R/VV LINE
SW6ST&SW 4 AVE
INTERSECTION ID 5213
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
JOSEPH IN. CALDERON TORRES II, P.E.
LICENSE NUMBER' 90625
H.W. LOCHNER, INC.
9750 N.W. 30 STREET, SUITE 360
MIAMl, FL 33178
„'T4TO, OF FPO250A
06" 2TRt5?a'T OF TRAIA'PORTA TSON
ROAD NO.
COUNTY
FINANCfAL PROJECT 1D
SR 90
MIAMI-DADE
447806-1-52-01
SIGNALIZATION PLAN
SHEET
NO.
T-16
SIGNAL HEAD AND SIGN DETAILS
DODO
30
3-SECT. 1-VVAY
R AS
650-1-14
A A
SW 6 St
SW 3 Av
NW CORNER
INTERNALLY ILLUMINATED INTERNALLY ILLUMINATED
STREET NAME SIGN STREET NAIVE SIGN
72" X 24" 72" X 24"
700-5-21
I 700-5-21 I
2 EA 2EA
PEDESTRIAN SIGNAL
HEAD DETAIL
i'2IPAI
IP4�PnI
IPf1�Rl
IP,9IP-'I
■
PED. 5I6NA2
cow- Nrnmn
I -SECT., 2-VVAY
4 AS
6'3-1-12
SPECIAL S.O.P.
O
PHASE 1
PRASE 2 PIIASC 3
L�{TFI ITF2ITF3 --1
O+® O+® O+O
OFF —SYSTEM SIGNALIZATION IMPROVEMENTS
PEDESTRIAN
DETECTOR SIGNS
A A A A
R10-31
9" X 15"
2 EA
CONTROLLER T/I'4ING REFERENCE TABLE
VEHICLE MOVEMENT
2
3
4
5
6
7
8
APPROACH DIRECTION
IV8
NB
EB
58
APPROACH POSTED SPEED (MPH)
30
25
25
25
ALL RED DISTANCE (FEET)
60
62
60
62
2 YELLOW CLEARANCE
4
4
4
4
ALL RED
2.2
2.2
2.2
2.2
PEDESTRIAN IUIOVEINENT
P2
P4
P6
P8
- PED. CROSSING DISTANCE (FEET)
38
N
39
,3
PEDESTRIAN WALK
7
7
7
7
U PEDESTRIAN CLEARANCE
11
4
I1
9
CONTROI I FR NOTFS
1 I'4A3OR STREET. 54V 6 57
I'41NOR STREET: SVV 3 AVE
2. FLASHING OPERATIONS:
I'4OVEIi7ENT 2 & 6 YELLOW
1'NI)VE MENIT 4 & 8 RED
3. ALL VEH. & PED. PHASES ACTUATED,
PHASE 1 IS ON RECALL
4 WATTAGE DE1,1AND: 472 IV
CONTROLLER ITEMS
630-2-12
632-7-1
635-2-11
635-2-12
639-1-122
639-2-1
641-2-12
660-4-11
660-4-12
670-5-140
684-90-102
60 LF
1 ER
9 EA
1 EA
1 AS
20 LF
1 EA
] ER
4 EA
1 AS
1 EA
®;
-
R10-31 P,10-31
9.'X 15" 9"X 15"
2 EA 2EA
610-3I
7" X Is
2 EA
VIDEO DETECTION ZONES
VIDEO
CAMERA
I00VEINENTS
ZONE
I'8A
V-1
8
V2A
V-2
V4A
V4B
V-3
4
V6A
V-4
6
SVV CORNER
1 EA
R/W LINE
67 LF
(1 RUN I1 PED. II
PROP PEDESTRIAN PEDESTAL
STA- 36+17-09, 23-17' (LT)
6 LF (1 RUN
L1 PED.))
1 EA
1 EA
2 E.4
R/I/V LINE�i==�Z
SURVEY
SW 6 ST
PROP. FPL
SERVICE POINT
I 635-2-11 I
R/VI
LINE
0
IVV- 6 ST ,
I1///V6A ///I
-G(D)
�'L GF(7G_
STA. 36+12.43
17.92' (RT)
7 LF (5 RUNS C2 SIGNAL,
1 VIDEO, 2 SPARES))
4 EA
1 EA
630-2-12
635-2-11
649-21-5
ARIN LENGTH 1 = 39.8'
ARM LENGTH 2 = 34.3'
ARIN BEARING 1 = N 87' 49' 53" E
ARM BEARING 2 = N 02' 10' 07" W
PROP. PEDESTRIAN PEDESTAL
STA. 36+20.08, 23.64' (RT)
6 LF (1 RUN
11 PED. I)
1 EA
1 EA
2 E.4
630-2-12
635-2-11
646-I-11
665-7-11
PROP. PUSH
BUTTON (TYP.) 64 LF
(5 RU IS L1 POVIER,
2 SIGNALS, 1 VIDEO, 1 P6ED l0
ti4 L
R/VV LINE
II
R/11 LINE
R/IlV LINE
NE CORNER
PROP. PED
SIGNAL (TY P.)
PROP. INAST ARM
STA. 36+75.85
30 30' (LT)
630-2-12
635-2-11
649-21-8
5 LF(S RUNS I2 SIGNAL,
1 VILIEO, 2 SPAREST)
4 E4
EA
M LENGTH 1 = 45.8'
2 = ;
z20" E
BEARING 2 = 5 87° 47' 4" VV
PROP- PEDESTRIAN PEDESTAL 1
STA. 36+73.70, 22.58' (LT) O
630-2-12
635-2-11
646-
665-I-11
— R/kV
-I
4 LF (1 RUN
11 PED.I)
1 EA
1 EA
2 EA
• i 2A aD)42 LF
NS7°5 33, 630-2-1 I4 RUNS C2 5I6NAL5-
r1VIDE0,1 PED. I)
SVV ,ST
R/W
LINE
PROP. PEDESTRIAII PEDESTAL
STA. 36+73. 70 22.58' (6 P4
3 LF (1 RUN
I1 RED.])
3 EA
1 EA
2 EA
630-2-12
635-2-11
646-1-11
665-1-I1
LF
630-2-]2 (4 RUNS L2 SIGNALS.
WITH 2O70 L5 CONTROLLEE
I 1 VIDEO, 1 PED.I)
PROP. M-660X TRAFFIC RIVET
R
STJ36+69.31, 33.72' (RT
PROP. FP! SERVICE
DISCONNECT AND METER CAN
STA. 36+69.97, 52.30' i RT)
SE CORNER
PROP. PED
POLE (TY P.)
SW 6 ST AT SW 3 AVE
INTERSECTION ID 8346
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
JOSEPH IN. CALDERON TORRES II, P.E.
LICENSE NUMBER' 90625
H.W. LOCHNER, INC.
6756 N.V. 36 STREET, SUITE 360
MIAMl, FL 33178
STATE OF FPO25D4
0Fi". R11SIB?aT OFTRAASYO6TI T5P/N
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 90
M1AM1-DARE
447806-1-52-01
SIGNALIZATION PLAN
SHEET
NO.
T-17