HomeMy WebLinkAboutExhibit AFM# 410646-7-52-01
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OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT
Between
STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION
("DEPARTMENT")
and
CITY OF MIAMI
("CITY")
THIS AGREEMENT is made and entered into as of , 20 , by and through the
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida
(the "Department"), and City of Miami, Florida, a municipal corporation 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# 410646-7-52-01,
SR 934, NW/NE 79 Street from NW 27th Ave. to NW 1st Pl. (the "Project"). A portion of the Project
includes work on NW 4th Ave., NW 2nd Ave. and NW Miami Place, in Miami -Dade County, Florida,
roads not on the State Highway System; and
C. The City is the holder of ownership rights to NW 4th Ave., NW 2nd Ave. and NW Miami
Place, roads not on the State Highway System; and
D. The Parties agree that it is in the best interest of each party for the Depaituient to
undertake and to complete all aspects of the Project, including but not limited to, the design, construction,
construction inspection, maintenance during and after 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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FM# 410646-7-52-01
Page 2 of 13
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#
410646-7-52-01, which Project generally includes the following:
• Addition of multiple Mid -block crossings and Medians throughout the corridor.
• Signalization of NW 79th St. NW 4th Ave. intersection; and
• Multiple signalization and lighting improvements.
The Project shall include improvements on NW 79th St., from Sta. 189+06.74 to Sta. 336+63.19.
(MP 36.395 — MP 39.195) and as shown in Exhibit "A" attached hereto and made a part hereof
(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"):
a) Minor Sidewalk Replacements;
b) Installation of proposed Service Disconnects;
c) Proposed conduits to Service Disconnects: and
d) Proposed signs relating to the corridor.
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.
Rev. 03/24 2
FM# 410646-7-52-01
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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"). 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 Depailinent will designate a Comment Due Date
and a Response Due Date. The City shall submit its comments with regards to the Project Design
Plans on or before the Comment Due Date, and the Depailinent 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 Depailiuent has addressed all of the City's comments that were submitted through the
ERC. Once the review process is concluded, the Depaitinent 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.
Rev. 03/24 3
FM# 410646-7-52-01
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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. 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, shoulders, roadside
structures, drainage, signing and pavement markers, lighting, and such traffic control devices as
are necessary for the safe and efficient use of the Local Roadway Improvements.
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 Project.
Rev. 03/24 4
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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
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
, 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 Depailinent 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 Depailinent'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 Depailinent'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
Rev. 03/24 5
FM# 410646-7-52-01
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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 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
Project 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.
Rev. 03/24 6
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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 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 Depaitlnent'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
Rev. 03/24 7
FM# 410646-7-52-01
Page 8 of 13
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.
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 City, Florida.
19. No term or provision of this Agreement shall be interpreted for or against any party because that
parry'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 Depaituient.
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:
Rev. 03/24 8
FM# 410646-7-52-01
Page 9 of 13
To the City:
CITY OF MIAMI
Juvenal Santana Jr., P.E., C.F.M.
Director of Resilience and Public Works
Miami Riverside Center (MRC)
444 SW 2nd Ave
Miami, FL, 33130
To the Department:
Director of Transportation Operations
State of Florida, Department of Transportation
1000 N.W. 111th Avenue
Miami, Florida 33172
22. The City, by and through Resolution No. , attached hereto as Exhibit "A", 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.
REMAINDER OF PAGE PURPOSEFULLY LEFT BLANK. SIGNATURES FOLLOW.
Rev. 03/24 9
FM# 410646-7-52-01
Page 10 of 13
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:
Rev. 03/24 10
FM# 410646-7-52-01
Page 11 of 13
CITY OF NIIANII, FLORIDA
By:
Name:
Title:
Date:
Attest:
Name:
Title:
Approved as to form and legality:
By:
Name:
Rev. 03/24 11
CONTRACT PLANS COMPONENTS
ROADWAY
SIGNING AND PAVEMENT MARKING
SIGNALIZATION
LIGHTING
INDEX OF ROADWAY PLANS
SHEET NO.
1
2 - 7
El y
10 -15
16
17 - 33
37
35
36
37 - 39
40 - 69
70 - 32
83
SHEET DESCRIPTION
KEY SHEET
TYPICAL SECTIONS
TYPICAL SECTION DETAILS
PROJECT CONTROL
GENERAL NOTES
RDAOVIAY PLAN
CURB RAMP DETAILS
DRIVEWAY DETAILS
OPTIONAL MATERIALS TABULATION
DRAINAGE STRUCTURES
TEMPORARY TRAFFIC CONTROL PLAN
UTILITY ADJUSTMENTS
TREE DISPOSITION PLAN
GOVERNING STANDARD PLANS:
Florida Department of Transportation, FY2025-26 Standard Plans for Road and
Bridge Construction and applicable Interim Revisions (IRs).
Standard Plans for Road Construction and a re associated IRs a available at the
following website: http://www.fdot.gov/design/Dtandardplans
GOVERNING STANDARD SPECIFICATIONS:
Florida Department of Transportation, FY2025-26 Standard Specifications
for Road and Bridge Construction at the following website::
http://www.fdot.gov/programmanagement/Implemented/Speceooks
STATE OF FL RIDA
DE PA I TMENT OF TRANS PORTA TIION
RO DWAY PLANS
FINANCIAL PROJECT ID 410646-7-52-01
(FEDERAL FUNDS)
MIAMI-DADE COUNTY (87080900)
STATE ROAD NO. 934 (NW 79 STREET)
SAFETY PROJECT FROM SR 9 (NW 27 AVENUE) TO NW 1 PLACE
PROJECT LOCATION URL: hltb://tiny.o6./ta97IE
PROJECT LIMITS:
EXCEPTIONS:
BRIDGE LIMITS:
RAILROAD CROSSING:
BEGIN MP 36395 - END I9P 39-795
NONE
NONE
NONE
NEW PORT RICHEY
ST PETERS. G.
LOCATION OF PROJECT
„,011ACoHUNq ..
No 61516
=*i
-0 •
'•. STATE OF :0,
OR10•
p:•'.ti��:
"#4 1ONA'1���G``,``
Off -System Legend:
Off -System Proposed Work Area
EMYTON
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED 8Y:
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
ROADWAY PLANS
ENGINEER OF RECORD:
RYAN RAGHUNANDAN, P.E.
P.E. LICENSE NUMBER 81516
FLORIDA DEPARTMENT OF TRANSPORTATION
DISTRICT 6
1000 NW 111th AVENUE, MIAMI, FL 33172
(3051 470 5301
FDOT PROJECT MANAGER:
RYAN RAGHUNANDAN, P.E.
FDOT PROJECT ENGINEER:
CHRISTOPHER BACALLAO, E.I.
CONSTRUCTION
CONTRACT NO.
FISCAL
YEAR
SHEET
NO.
T6599
26
1
THE ELECTRONIC
PROJECT CONTROL POINTS NAVD-88
SHEET 1 OF 6
EE SURVEY S.R. 934 (N.W. 79th STREET)
FROM: N.W. 27th AVENUE TO N.W. 1st PLACE, MIAMI-DADE COUNTY, FLORIDA
TRAVERSING THROUGH SEC. 9, 10, 11 & 12, TWP. 53 SOUTH, RGE. 41 EAST.
HORIZONTAL AND VERTICAL CONTROL N.W. 79th STREET
POINT
NAME
(Y)
NORTHING
(X)
EASTING
SCALE
FACTOR
LATITUDE
LONGITUDE
BASELINE
STATION
OFFSET
(Z)
NAVD-88
DESCRIPTION
PN10A
550422.617
904784.844
1.00001205
25°50'45.48707"
80°14'38.59277"
185+14.06
2.72' LT
8.57
SET 3" BRASS DISK FDOT STAMPED SR-934-87-II-PN10"A"
PN11A
550419.271
906084.596
1.00001280
25°50'45.37968"
80°14'24.36671"
198+12.68
53.13' RT
8.69
SET 3" BRASS DISK FDOT STAMPED SR-934-87-II-PN11"A"
PN12A
550500.839
906934.621
1.00001328
25°50'46.13879"
80°14'15.05770"
206+65.25
4.93' RT
9.53
SET 3" BRASS DISK FDOT STAMPED SR-934-87-II-PN12"A"
PNO3A
550510.509
908309.485
1.00001408
25°50'46.15534"
80°14'00.00331"
220+39.43
49.15' RT
8.05
SET FDOT ALUM DISC STAMPED GPS SR934 87 21 PNO3A
P505
550613.052
909540.050
1.00001479
25°50'47.09987"
80°13'46.53315"
232+73.07
4.95' LT
9.20
FND NAIL & ALUM WASHER STAMPED P505
PNO6A
550611.772
910977.257
1.00001563
25°50'47.00331"
80°13'30.80246"
247+09.03
52.93' RT
12.45
SET FDOT ALUM DISC STAMPED GPS SR 934 87 21 P506A
APN001
550720.336
912210.396
1.00001635
25°50'48.00637"
80°13'17.29828"
259+45.58
4.93' LT
13.66
SET ALUMINUM DISC IN CONC. MON. STAMPED FOOT GPS SR 934 87 19 APN 001
PNAR42
550689.456
912807.27
1.00001670
25°50'47.66547"
80°13'10.76727"
265+40.68
50.41' RT
11.71
FND FDOT BRASS DISC IN CONC. STAMPED BM-87-02-PN 42AR SR 934 GPS
PNAR43
550807.254
913637.92
1.00001719
25°50'48.78324"
80°13'1.667831"
273+75.47
33.20' LT
10.80
SET MNL&W STAMPED FDOT GPS SR 934 87/19/P5143A6
PNA44
550776.09
914528.157
1.00001772
25°50'48.42196"
80°12'51.92588"
282+63.68
34.44' RT
10.53
FND FDOT BRASS DISC IN CONC. STAMPED BM 87-02-PN 44A 5R 934-GPS
PNA45
550881.242
915430.476
1.00001826
25°50'49.40990"
80°12'42.04276"
291+69.55
33.62' LT
8.60
END BRASS DISC IN CONC. SIDEWALK STAMPED BM 87-03-PN 45A SR 934 GPS
PNAR46
550846.46
916199.707
1.00001871
25°50'49.01964"
80°12'33.62552"
299+36.71
32.68' RT
9.26
SET MNL&W STAMPED FDOT GPS SR 934 87/19/PN46AR
BLC1
550869.975
916972.471
1.00001917
25'50'49.20642"
80°12'25.16578"
307+09.78
40.99' RT
11.87
END BRASS DISC IN CONC. STAMPED FDOT GPS SR 934 BM/87/02/PN 01A
BLC2
550987.096
917960.262
1.00001977
25°50'50.30726"
80°12'14.34629"
317+01.55
35.35' LT
6.68
FND FDOT BRASS DISC STAMPED BM 87-02 PN 02A SR 934 GPS
BLCR3
550938.539
918411.098
1.00002004
25'50'49.79927"
80°12'9.414932"
321+50.01
31.73' RT
6.85
SET FDOT ALUMINUM DISC IN CONC. SIDEWALK STAMPED GPS 5R 934 87-19-BLC3R
BLCR4
551027.982
918927.39
1.00002035
25°50'50.65407"
80°12'3.757979"
326+69.54
36.38' LT
6.52
SET ALUMINUM DISC IN CONC. SIDEWALK STAMPED GPS 5R 934 87 19 BLC4R2.
SURVEYOR'S NOTES:
BISCAYNE ENGINEERING PERFORMED A DESIGN SURVEY THAT INCLUDED HORIZONTAL CONTROLS AND
VERTICAL CONTROLS. WORK PERFORMED IS IN ACCORDANCE WITH RULE CHAPTER 51-17.050, FLORIDA ADNI CODE.
BISCAYNE ENGINEERING PERFORMED RECON OF THE EXISTING PNC POINTS (PN10A-PN13A. PN05 AND PN40A)
AS SHOWN ON THE PNC SHEETS FOR SR 934 BY MILLER LEGG AND ASSOCIATES. REFERENCE FP NO. 429147-1-52-01,
SURVEY DATE 04-12-2012.
PROJECT CONTROL NOTES:
1. PROJECT I5 BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM NAD 1983 / 2011 HORIZONTAL DATUM
2. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)
3. PROJECT UNITS: US SURVEY FEET
4. FIELD BOOK REFERENCES: # 6430800 FDOT
5. ELECTRONIC DATABASE: NO INFORMATION
THIS SPECIFIC PURPOSE SURVEY CONSISTS OF 6 SHEETS ( CTL-1 THRU CTL-6).
THIS SHEET IS NOT CONSIDERED 'VALID WITHOUT THE OTHER REMAINING SHEETS
LEGEND:
B_ - BASELINE STA - STATION
A - CURVE DELTA ANGLE FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION
D - DEGREE EEC - BISCAYNE ENGINEERING COMPANY
T - TANGENT S.R. - STATE ROAD
R - RADIUS B.M. - BENCHMARK
RP - REFERENCE POINT NIN&W - MAG NAIL AND WASHER
L - LENGTH OF CURVE N&D - NAIL & DISK
(R) - RECORD DATA OK - BACK
R&C - REBAR AND CAP AH - AHEAD
PNC - PROJECT NETWORK CONTROL P.C. - POINT ON CURVE
P.B. - PLAT BOOK PK - PARKER KALON
PG. - PAGE P.I. - POINT OF INTERSECTION
(NI) - MEASURED P.T. - POINT OF TANGENCY
N/A - NOT APPLICABLE N&W - NAIL AND WASHER
POT - POINT ON TANGENT
SYMBOLS:
■ - CONTROL POINT
RP/'SIGNS
ENGINEER OF RECORD
STATE OFFE0RILA
N.Fi.n,1RTRf.R.'aT OF TRaASPURTAT(P//v
PROVECT CONTROL
SHEET
NO.
DATE
DESCRIPTION
DATE
DESCRIPTION
FOOT DISTRICT SIX
R00 RAGHUNANDAN, P E
T� I0oo N.w 1IIrH AVENUE
FDO
�� ' MIAMI, FLORIDA 33172
P.E N0. 81516
DA
Rs No.
COUNTY
FINANCIAL PROJECT ro
2
SR 934
MIAMI-DADE
410646-7-52-01
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
185 PN10A
N.E. 1/4 SEC 9-53-41
190
PROJECT CONTROL POINTS
SHEET 2 OF 6
EE SURVEY S.R. 934 (N.W. 79th STREET)
FROM: N.W. 27th AVENUE TO N.W. 1st PLACE, MIAMI-DADE COUNTY, FLORIDA
NW 27th AVE
NVV 25th AVE
195 200
N.W. 1/4 SEC 10-53-41
SURVEY
205
NW 24th AVE
N87°38'11"E
2690.22
BEGIN PROJECT
STA. 189+06.74
S.R. 934 / N.W. 79th STREET
SET MN&W BEC 0129
N. 550419.49
E. 904774.96
S.E. 1/4 SEC 9-53-41
SR-934 / NW 79th ST
•
PN11A
NW 25th AVE
N87.45162E
2683.58
S.W. 1/4 SEC 10-53-41
•
PNI2A
NW 24th AVE
NAVD-88
210
NVV 23rd AVE
MATCH LINE STA. 213+70.00
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
FFDOT))
FOOT DISTRICT SIX
RYAN RACHUNANDAN, PE
1000 N.W. 111TH AVENUE
MIAMI, FLORIDA 33172
P.E N0. 81516
STATE OF FP ORTD 4
0.FiF1.1 R'TlfENT OF TRAITS PORTATSOIV
ROAD NO.
COUNTY
FINANCIAL PROJECT lD
SR 934
MIAMI-DADE
410646-7-52-01
PROJECT CONTROL
SHEET
NO.
3
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
MATCH LINE STA. 213+70.00
N.W. 1/4 SEC 10-53-41
215
N8745'16"E
2683.53
S.W. 1/4 SEC 10-53-41
PROJECT CONTROL POINTS
SHEET 3 OF 6
EE SURVEY S.R. 934 (N.W. 79th STREET)
FROM: N.W. 27th AVENUE TO N.W. 1st PLACE, MIAMI-DADE COUNTY, FLORIDA
NW 22nd AVE
220
- • PNO3A
NW 22nd AVE
N.E. 1/4 SEC 10-53-41
NVV 21st AVE
NW 19th AVE
SURVEY
225 230 235
I I . I
SR-934 / NW 79th ST PNO5
NW 21 st AVE
S.E. 1/4 SEC 10-53-41
NVV 19th AVE
NW 18th CT
N87'44'49"E
2699.59'
NAVD-88
NW 18th AVE
240
NW 17th PL
NOT TO SCALE
MATCH LINE STA. 243+00.00
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
FFDOT))
FOOT DISTRICT SIX
RYAN RACHUNANDAN, PE
1000 N.W. 111TH AVENUE
MIAMI, FLORIDA 33172
P.E N0. 81516
8 TEA TR OF FT UNTO
U.Fi Y.l NTRE/O T OF TRA AS PUNT ATTUN
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 934
MIAMI-DADE
410646-7-52-01
PROJECT CONTROL
SHEET
NO.
4
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
MATCH LINE STA. 243+00.00
N.E. 1/4 SEC 10-53-41
245
N87°44'49"E
2699.59'
S.E. 1/4 SEC 10-53-41
PROJECT CONTROL POINTS
SHEET 4 OF 6
EE SURVEY S.R. 934 (N.W. 79th STREET)
FROM: N.W. 27th AVENUE TO N.W. 1st PLACE, MIAMI-DADE COUNTY, FLORIDA
NW 16th AVE
250
NW 16th AVE
NW 15th AVE
SR-934 / NW 79th ST
NW 15th AVE
NAVD-88
z
u
U
0
H
H M -
0
11
z
M_5 M-5
N.W. 1/4 SEC 11-53-41
'1' d
LU W M - M -
5- 2. 1- 2- -.11-
G U 11C 0 Q a U
-� - - M _ M _
^t M M M N M N
67 67 67 67 67
z Z Z z Z M_ z M_ Z
PN41A ^ M
IE SURVEY
255 / 260 265 270
1 1 0 1 0
NW 14th PL
1-
0
L
67
67
z
APNN01
NW 14th AVE
2671.50'
S.W. 1/4 SEC 11-53-41
■
PNAR42
NW 13th CT
0
L
N
MATCH LINE STA. 272+00.00
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
FFDOT))
FOOT DISTRICT SIX
RYAN RACHUNANDAN, PE
1000 N.W. 111TH AVENUE
MIAR11, FLORIDA 33172
P.E N0. 81516
STATE OF Fr OR7ZA
7161113 RTRt02T OF TR-1AS PORT ITTUIV
ROAD NO.
COUNTY
F[NANCEAL PROJECT ID
SR 934
M1AM1-DADS
410646-7-52-01
PROJECT CONTROL
SHEET
NO.
5
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
MATCH LINE STA. 272+00.00
M
M
N
CO
N
NW 12th AVE
P � R43 275
NW 12th AVE d1s Lod
61 �+
PROJECT CONTROL POINTS
SHEET 5 OF 6
FE SURVEY S.R. 934 (N.W. 79th STREET)
FROM: N.W. 27th AVENUE TO N.W. 1st PLACE, MIAMI-DADE COUNTY, FLORIDA
SR-934 / NW 79th ST
N.E. 1/4 SEC 11-53-41
NW 10th CT
280 285
I I
NW 10th AVE
5 SURVEY
N87"3059"E
2668.33'
PNA44
NW 10th AVE
S.E. 1/4 SEC 11-53-41
NVV 9th AVE
NVV 9th AVE
PNA45
290 •
I ,
6-
U
00
NW 8th AVE
NVV 8th AVE
NAVD-88
NOT TO SCALE
NW 7th AVE
295 300
I 1
•
PNAR46
NVV 7th AVE
LINE STA. 301+00.00
2
U
a
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
FFDOT))
FOOT DISTRICT SIX
RYAN RACHUNANDAN, PE
1000 N.W. 111TH AVENUE
MIAMI, FLORIDA 33172
P.E N0. 81516
STATE OF Fr ORTD 4
PEP.l 2T. fa T OF TR-IAN PORTATE0N
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 934
MIAMI-DAOE
410646-7-52-01
PROJECT CONTROL
SHEET
NO.
6
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
PROJECT CONTROL POINTS
SHEET 6 OF 6
M EE SURVEY S.R. 934 (N.W. 79th STREET)
z FROM: N.W. 27th AVENUE TO N.W. 1st PLACE, MIAMI-DADE COUNTY, FLORIDA
r, - r;
POT 51371.37
Ln
M-- M—h
a a
n7 - r7 -
W
6-
0 Q
Rfl 10
30 30
o N z N
o 59 m,
O 6
O 0�
O
M 6
305
H 9I M
•
09 8LC]
N
CO
W
N I- N W I-
U ] U
Z Q
Z Z
z
NW 507 CT
310
SR-934 / NW 79th ST
NW 5th AVE
N.W. 1/4 SEC 12-53-41
NW 5th AVE
N87 3824°E
2689.17`
315
NW 4th CT
BLC2
■
S.W. 1/4 SEC 12-53-41
NW 4th AVE
NW 4th AVE
5 SURI/EY
320
END PROJECT
STA. 328+25.00
S.R. 934 / N.W. 79th STREET
SET MN&W BEC 0129 \ N.E. 1/4 SEC 12-53-41
N. 550997.97
E. 919084.20
•
BLCR3
NW 3rd AVE
NAVD-88
NW 2nd CT
NW 2nd CT
BLCR4
325 •
NW 2nd AVE
NOT TO SCALE
R
33
330
587°4P10°E
2688.67
S.E. 1/4 SEC 12-53-41
REVl5IONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
FFDOT))
FOOT DISTRICT SIX
RYAN RACHUNANDAN, PE
1000 N.W. 111TH AVENUE
MIARII, FLORIDA 33172
P.E N0. 81516
„8T.ATO OF FP t72.3D4
O.SP.l2T.fE T OF TRAASPO2T/IT10)A
ROAD NO.
COUNTY
FINANCEAL PROJECT lD
SR 934
M1AMI-DADE
410646-7-52-01
PROJECT CONTROL
SHEET
NO.
7
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
P2 P4 Pol P8
IN
3-SECT., 1-1VAY PED, SIGNAL
AS COUNT -DOWN
650-7-14 1-SECT., 1-WAY
6 AS
PULL BOXES
635-2-11
635-2-12
653-1-11
21 EA
1 EA
CONTROLLER ITEMS.
1 AS
1 EA
67U-5-14U
684-90-102
A
NW 4 AV
24'
I 700-5-22 I
(IISNS)
2 EA
SPECIAL S.O.P.
P2 t�
Pc,
6
PHASE 1
P4 P6
IM
P6 P8
IN
PED- SIGNAL
COUNT-DOV/N
1-SECT., 2-VIAI'
2A5
I 653-1-12 I
SIGNAL CABLE:
I C32-7-1 I
1 PI
SERVICE DISCONNECT.
63'9-1-121
641-2-12
A
1 AS
1 EA
NW 79 ST )
Pe 4
I
I 700-5-22 I
PHASE 2 PHASE 3
L�I TFI I TF2 I TF3 HI
j ONITRO'' FR OPF44T ION
1. I(AJOR STREET: SR 934 / NV/ 79 STREET
MINOR STREET: NVV 4TH AVE
2. PHASES 2 AND 2 ARE ACTUATED
PHASE 1 IS RECALL. COORDINATION V/ITH
PHASE 1
3. FLASHING OPERATION:
MOVEMENTS 2 & 6: YELLOW
MOVEMENTS 4 & 8: RED
4. CONTROLLER CABINET 140DEL IMD-660X
5. ESTIMATED TOTAL ELECTRICAL LOAD: 6034
2 EA
R10-3e
927152
(2 ELI
R10-31
9"x 15"
EA1
VIDEO CAMERAS'
660-4-11
660-4-12
0
R-18
3 "h3G'
I 700-3-201 I
4 EA
4 EL
CD
R10-3e
4 EAI
RAW LINE
L DISCONNECT
'A ' " STA. 18++2;1.1
1 - I- = -YTtT)17-2T,—
1 EA
1 EA
PROP. PED. SIGNAL —
STA . 31,5+54.03
48.28' (LT)
646-1-11
665-1-11
1 RUN r5'
1 PED. SIGNAL
5 LF 630-2-,2
PROPOSED CONTROLLER
ABfNE�
STA. 318+47.80
49.75' (LT)
1 COMMUNICATION PULL BOX
5 RUNS (9) 5'
1 VIDEO
2 SIGNALS
2 SPARES
1 630-2-12 I
5 LF
1 1 SEP,V ICE RUNS 20
POINT
20 LF
I 630-2-12 I
I'IAST ARM LOCATION
STA. 318+41. 81
42.07' LT.
ARM LENICTH - 47l'-28'
S02721'36"E
1 649-21-7 I
1 EA
vo...144,1
_AV 71A
z.*DIip E
SR 934 / NW 79 STREET��"W7/7E
VIDEO DETECTION ZONE
DETECTOR
CAMERA
MOVEMENTS
ZONE
V]
4
V4A
V2
8
VRA
V3
6
V6A
V6B
V6C
v4
2
V2A
*AFT 6-14T{5, 2-4'9F4L$1X -PIP
R/W LINE
1 EA
2 EA
PROP. PED. SIGNAL
STA. 318+21.19
34.00' (RT)
646-1-11
665-/-11
60
1 RUN @ 60'
1 PED. SIGNAL
I 630-2-12 I
CONTROLLER TIMING REFERENCE TABLE
VEHICLE MOVEMENT
1
2
3
4
5
6
7
8
APPROACH DIRECTION
VIBT
NBT
EBT
SBT
APPROACH POSTED SPEED (INPH)
35
25
35
25
IC RED CLEARANCE DISTANCE (FEET)
81
86
79
96
0 YELLOW CHANGE INTERVAL (SEC)
4 0
3.4
4.0
3.4
RED CLEARANCE INTERVAL
2.4
3.6
2.4
4.1
PEDESTRIAN 1(OVE111ENT
P2
94
P6
PS
= PED. CROSSING DISTANCE (FEET)
42
79
51
75
PEDESTRIAN WALK INTERVAL (SEC)
7 0
7 0
7.0
7.0
(6 PEDESTRIAN CHANGE INTERVAL (SEC)
12
23
16
22
PROPOSED FP&L SERVICE POINT
STA. 316+b0. 17 635-2-30 1 EA
140.40' (LT)
1 RUN @ 140'
1 SERVICE POINT
140 LF
140 LF
630-2-12
639-2-1
0 1 /240V
efJ
F,PL$s,(-�-
G
U
6
4
1 RUNS @ 65'
1 ,'"ED. c/;,NAL
630-2-12 1
65 IF
-PROP. PED. SIGNAL
STA. 318+97.46
54.62' (LT)
646-1-11
665-1-11
3 RUNS 2m 75'
1 PED. SIGNAL
2 SIGNALS
1 VIDEO
I 630-2-12 I
PROP. PED. SIGNAL
STA. 319+09.28
36.82' (LT)
646-1-11
665-1-11
1 EA
1 EA
1 EA
1 EA
75 IF
0 10 40
Feet
i R/VV LINE i
-��� e���
320
SURVEY SR 934 / N111 79'STREET
TUAL-9 )1B BT(D)-ATE-B-I'4FO- - --BTIeT(D)- - AFT- 6-M1
I1AST ARM,6OCATION
STA. 318+88.17
32.50 (RT)
A6MLLENGTH - 42426'
ARM BEARING =
N 027 21' 36" VI
649-27-7 1 EA
1 I
PROP. PED. SIGNAL
5`
R/W LINE
La -
0€
Off -System Legend:
Off -System Proposed Work Area
5R 934/NW 79 STREET/NW 4 AVE
I.D. No.: TBD
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
FDOTE
FOOT DISTRICT SIX
RAY MOND VALIDO, P.E.
1000 N.IN. 111TH AVENUE
MIAMI, FLORIDA 33172
P.E. N0. 79581
„"T.ATR OF Fr U.R204
U.Fi Y.l 27'Rf0?a'T DF TRA II06URTITTUN
ROAD NO.
COUNTY
FINANCfAL PROJECT ID
SR 934
MIAMI-DADE
410646-7-52-01
SIIGNALIIZATION PLAN
SHEET
NO.
8
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED ANO SEALED UNDER RULE 61G15-
cm
LC f 535
N- -uv(D}
Q
6-
-2
I R/I// LINE
U =
6-
323
- -1-
BEGIN 51VK
+11.99
END SINK
+16.99
4D)----
of
R/VV LINE
II
4
74
Off -System Legend:
4EA 20/240V
FPL Dist.
Off -System Proposed Work Area
R/W LINE
BEGIN CONC. SINK
BEGIN C & C TYPE F
+66.40
HATCH EXIST_
LL=
II
II BEGIN SIWK
R/VV LINE �,�, -- ▪ +61I.46
flt -3r'6 = -- `�_ L- c,y \; c o - -5l t ST.++6i.,„3
324 \ h#d DI BT( � 111 & ft BT O 24.� ' H 44
p \�� �\ TtlY MATCH EXIST VV
6V(D} --IV(Di�-SURVEY - V/(D} \ lg- DI D/ CORE DRILL PROP, IS" PIPE- 5� 11 ]25 Op{,,
s �-0, W(DNADVI SD--�--- W(@h VMCV1)2.80 1i. VVH-55A TO EXIST 36' PIPE
c
�' _, I 326/ - 3 7 soo 328� CON ST. 16 L.F.
i 9.84' IT. I OF 1tl PIPE
OTV
0 10 4L
Feet
OE 13KV
FPL Dist.
R/IN LINE
END SEW
END C&G TYPE F
END II & -R='
25.0(
I2 TCH CXIST.
EXIST. UNPERIIITT ED ORIV EI,VAY +20228
(UNDER COORDINATION) 3_ 5.58
27.74' LT.
END Sal6-.---4-0i6)7/6-"
+66.4 r +110.20
�4/W L1 E 28.37' LT.
VVH-9
SR-934 / NW 79th ST
S
OE
(801803 2
l'$'UC(D)-f -C
R/W
LINE
8-
/T(0( ------BPPr.6-T BT(0( --- M8T)R)LII17ITS B9(D)-Nq
E.@(IRjP (016 ATT-6E'45Iy9-2 4'-F-LE'4 RIPE yO)1 280 44 1ST
4T 1�W
N -- AB AFT )11{CDR ALTW-200 {TRIP) �Oi19 (O )f -' - ( 17,
-NY
2/VI LINE
WIN LINE
BEGIN SINK
+76.7
DENOTES MILLING AND RESURFACING (M & R)
DENOTES WIDENING OR
PARTIAL RECONSTRUCTION
DENOTES 4" THICK CONC. SIDEWALK
DENOTES 6'THICK CONC. SIDEWALK
DENOTES DETECTABLE WARNING SURFACE
# CURB RAMP IDENTIFICATION NUMBER
(REFER TO SHEET 32 "CURB RAMP DETAILS")
10 WATER VALVE TO 8E ADJUSTED (BY 14 DE' SC))
3 SANITARY INH TO BE ADJUSTED (8Y MUW SD)
O TELEPHONE MH TO BE ADJUSTED (BY AT&T) 10
+45.42
40.18' RT.
END SVVK
+50. 42
40.18' RT.
END SINKBEGIN SVVK
+91.73 498]
49.38' RT.
END SINK
+55.81
54.38' RT.
BEGIN SVVK
+54.60
95.63' RT.
END SV/K
+54.53
102.84' RT.
BEGIN SVVK
+54.43
106.86' RT.
END 5V K
+54 43
115.56' RT.
R/VI' LINE
BEGIN 5
+1791
END 5
+22.91
110 .1 //1
+54.49
193.54' RT
8/
+11. 68
)- 37"79` RT.- -
P.C. +08.31
41. 06 RT.
I=1 & R LIMITS
MATCH EXISTING
+08.30 44.00' RT.
2
0
MVO44
END SV K
+54.58
188.54' RT
03
OF -ST
P.C. +26.24 N87/38'24"E
3.11 RT.
EU0 5,0(5 ( - -
END WIDENING
TYPE F
+30.48 75'S. 00`
28.49' RT.
+23.r4P
ATT 1 o-Fypl )
20-4" P Cl/
+19.21
38.20' RT.
VVH-9A
+18.51
44.00 RT.
+13.30
43. 99' RT.
BEGIN C & G TYPE F
BEGIN WIDENING
+11.30
43.98' RT.
OE 120/240V
rr ,EPL Dist.
L
END PROJECT
END CONSTRUCTION
STA. 328+25.00
SURVEY SR 934
- OT - OTV
BF66
R/W LINE
OTV - - - - - - OTV
REVISIONS
ENGINEER OF RECORD
DATE
DESCRIPTION
DATE
DESCRIPTION
FOOT DISTRICT SIX
RYAN RACHUNANDAN, P.E
FDOT 1000 N.W. 111TH AVENUE
�� MIARII, FLORIDA 33172
P.E N0. 81516
5 T.ATE, OF F40922C'A
OERII? TRf8?a'T OF TT ICI PORTA Td0/ '
OAD NO.
COUNTY
FINANCIAL PROJECT lD
SR 934
MIAMI-OADE
410646-7-52-01
ROADWAY PLAN
SHEET
NO.
9
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
L2 JL41L° 1 52
PR.1-`(yT('G711 �R7y�TThr 7f?`,3)
L JL J1L J LJL JIL JL J�J
3-SECT., 1-WA1 5-SECT _ 1-(NAY
l
EH
I
FED. 5I55AL
COUNT-DaVN
I -SECT., 1-V4'AY
2 AS
653-1-11
Ii®�I
rNW7971NW 2 Av o1 u
E7IST. II5N5 EXIST. I15N5 --J
50 RE"nnlw TO REMAIN
EXIST. 51651
I C REMAIN
Lp1VTR4II FR OPFRAT ION
1. 19AJOR STREET. SR 934 / NV/ 79 STREET
MINOR STREET. UV 2 AVE
2- FLASHING OPERATION:
MOVEMENTS 2 AND 6: YELLOW
I1101/EI'4ENT 4. RED
3. PHASE 1 RECALL
PHASE 2, 3 ACTUATED
4. CONTROLLER CABINET MODEL I11-5525
5. ESTIMATED TOTAL ELECTRICAL LOAD: 530111
_IGNAL OPERATING PLAIDS
PHASE
PR (4
G� 1P
PHASE 2 PHASE 3
LHI,I I Ih2 I lh3
0.0 0+0 Ore
P4I P4I
Pe Pe
FED. 516NAL
rouNT-DOWN
I -SECT., 2-11i4
2 AS
I 653-1-12 I
/"
1TURNING �(- EXCEPT �1
VEHICLES II III
L IBUSES II
1 L Jj
V TO FX IST. SIGN
TO REMAIN
EXIST. SIC,II
TG RENRA E
I 700-3-601 I
EA
PULL BOXES
635-2-11
635-2-12
SIGNAL CABLE:
632-7-1
632-7-6
15 EA
1 EA
PI
2 PI
SERVICE DISCONNECT
639-1-121
639-1-610
641-2-12
AS
AS
I EA
SERVICE IIVIRE REMOVAL:
639-2-6
220
0
T
(VEHICLESURNING
FOR
R10-15.,
I 70U 33I11 I
R10-3i
9"x 15'
I1 EA./
WV/ LINE
4
M
P.10-3i
9x 15'
[2 EAI
®c
F,o '
5 LF
R10-3e
9"X 15"
(2 EA)
TT_
R 10-31
9"x 15'
I1 =Al
EXIST. Ii IGST ARM
(TO REMAIN)
1 RUN VJ 5'
1 PED. SIGNAL
I 630-2-12 I
EXIST. PED. SIGNAL
TO BE REPLACED.
STA. 326+58.24
33.52' (LT)
EA
EA
EA
646-1-11
646-1-60
665-1-11
-3
lRY J
I1 �
Off-System Legend:
Off -System Proposed Work Area
--- 8T(D) 1II�'C2L^
ltD1'---- AIV(D} ---II - �I 'I r // -
,6 3f6-rmss- i L)
L
xH
V SURVEY SR 934 / NW 79 STREET LBX N 87'38' 2,21E II R7
1 I1=
er(D)- - l r 11—
ET(D) BT(DI
SR
R(0ie / NW e a''-F-LEXLPIPE�y} 1I (htr
�4 �€
R RF4H/-1EjJ@yV.LFJ(V 200 (RIP) -(0(39 ,�HX-- le LI I
i --
EFOC(0)- -N. - -
DETECTORS FOR LOOPS
LOOP
NO. OF LOOPS
N0. OF DETS.
L7
1
EX15T.
L4R
1
EXIST.
CONTROLLER TIIIIING REFERENCE TABLE
VEHICLE I11OVEMENT
1
2
3
4R
5
6
7
8
APPROACH DIRECTION
HST
NBR
EBT
NBL
APPROACH RUSTED SPEED (IR PH)
35
30
35
30
RED CLEARANCE DISTANCE (FEET)
45
105
90
105
L YELLOW CHANGE INTERVAL (SEC)
4.0
3 7
4.0
3.7
RED CLEARANCE INTERVAL
2.0
3 0
2.5
3.0
PEDESTRIAN 610VEI'AENT
PG
P6
P8
9 PED. CROSSING DISTANCE (FEET)
60
60
65
PEDESTRIAN WALK INTERVAL (SEC)
7 .0
7 . 0
7. 0
PEDESTRIAN CHANGE INTERVAL (SEC)
17
17
19
REVISIONS
DATE
DESCRIPTION
DATE
DESCRIPTION
FDOTO
R/W LINE
EXIST PED. SIGNAL
TO BE REPLACED.
STA. 326+50. 62
36.13' (EST)
1 EA
2 E4
1 EA
30 LF
646-1-11
665-1-11
646-1-60
1 PED.
1 RUN ['NAL30'
SIG
I 630-2-12 I
EXIST. CONTROLLER CABINET
(TO REMAIN)
1 COMMUNICATION PULL BOX
EXIST. SWITCH DISCONNECT
(TO BE REMOVE)
1 LA
1 EA
639-3-60
641-2-60
PROPOSED SERVICE DISCONNECT
STA. 326+55.24
1 RUN is 35'� 110.0' (RT)
630-2-12
639-2-1
PROP. SERVICE POINT
STA. 326+19.40
191.07' (RT)
EA
I 635-2-30 I
FOOT DISTRICT SIX
RAY MOND VALIDO, P.E.
1000 N.IN. 111TH AVENUE
MIA11, FLORIDA 33172
P.E. N0. 79581
1 RUN �, 35'
1 PED. SIGNAL
I 630-2-12 I
35 LF
2 RUN (2 10'
1 PED. SIGNAL
I 630-2-12 I
10 LF
PROP. PED SIGNAL
STA. 327+09.98
34.00' (LT)
646-1-11
005-1-11
1 EA
1 EA
1 RUN [J
1 PED. SIGNAL
I 630-2-12 I
70 LF
ST D
I f6� N 87"40'10"E
INC F -Udt l s' _ -r
2 eT G c
z1} T8I - �-� - AFIIDE71yhTD; 20-4° PVC eT
- -(
7 QED. 5lI,NAL(01 � 6/6�
- ��6 ICY - •'
1V�
0 10 40
Feet
6 51 LINE
I .630-2-12
G�G
\ R192
Z `'11RX
UN 0 15'�
1 OERurcE P01215
15 LF
15 LF
30-2-12
639-2-1
III
1 (RUN 72 75'
1 SERVICE POINT
6,30-2-12 75 LF
\639-2/4 75 QF
X
8'I.A A.h' Oh ' FA UR(DA
00Y,l ENVT OF TR9 505URTAT(UN
ROAD NO.
COUNTY
FINANCIAL PROJECT ID
SR 934
MIAMI-DADE
410646-7-52-01
P,/V/ LINE
PED. SIGNAL
I 646-1-60 I
1 EA
PROP. PED. SIGNAL
STA. 327+22.05
34.43' (RT)
646-1-11
665-1-11
2 .RUN (0 10'
1 PED. SIGNAL
I 630-2-12 I
RUN 60'
1 PED. SIGNAL
I 630-2-12 I
2 EA
2 EA
10 LF
50 IF
SR 934/NW 79 STREET AND NW 2 AVE
I . No.: 2094
SIIGNALIIZATIION PLAN
SHEET
NO.
10
HE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED ANO SEALED UNDER RULE 61G15-
Off -System Legend:
Off -System Proposed Work Area
R/W LINE
81 GIN SINK
+8.84
L
333
R/W LINE
L
END SINK
+94.35
C � I
\ (D
REVISIONS
G(D)
R/I// LINE 1
G(D)
335
I�EG1N 5V/K
03.46
Tv87938'249E
i
+i
1(D
SURVEY
6 GIN SINK
—+ 8.20
END SINK
+68.46
R/IN LI IE
336
A
INOE
3EGIN SINK
+44 39
BEGIN SVVK
103.15' P.T. 1
END SINK
+10.60
105.91' RT.
END SINK
+11-02
333.52' RT.
ENGINEER OF RECORD
Are 34 / NW 79 -(6ST
DATE
DESCRIPTION
DATE
DESCRIPTION
FDOT
FOOT DISTRICT SIX
RYAN RAGHUNANDAN, P.E
1000 N.W. 111TH AVENUE
MIARII, FLORIDA 33172
P.E N0. 81516
END SINK
+64.39
0.1 F'.1 2
y
G(D) / l G(D)
/
R/VV LINE-
0 T.A TR OF FP02.00,4
RA-T OF TRAAOPUST.AT/U/V
0A0 NO.
COUNTY
F/NANC /41 PROJECT lD
5R 934
MIAMI-DADE
410646-7-52-01
o
0 10 40
Feet
R/Vl LINE
J
G(D)
LEGEND:
G(D)
G(D
DENOTES 4" THICK CONC. SIDEWALK
ROADWAY PLAN
SHEET
NO.
11
FLYOT
rL a.,/Fm s
5
33
Off -System Legend:
Off -System Proposed Work Area
2G(D.
CONNECT LIGHT PULE
WITH CIRCUIT A-1.
1 EA
1 EA
635-2-11
715-500-1
1 RUN G 172'
206 C T A-1
1#6 G D
I 630-2-12
TRTU g 4
206 CKT A-2
MOVE EXIST. 106 GELD
_ti-71X—
331—a e — 35
(DI
RAIN LINE
I
z 1 W,
to
X 6/)
W
REVISIONS
G(0
\i
EXIST. CONDUCTORS
TO 8E REMOVED
85 LF
1 RUN �3 65'
2 #2
I 630-2-12 I
EXIST CONDUCTORS
TO BE REIN G4.ED
23U LF
I 630-2-12 I
EXIST. FP&L SERVICE
POINT TO REINAIN
STA. 335+08.40
333.0' RI
1 EA
635-2-30 I
172 LF
3P5/"30'24"E
G(D)
635-2-11 11 EA
1 RUN 6 93'
2#6 CKT A-3
1#6 GRD
630-2-12
93 LF
CONNECT LIGHT POLE
WITH CIRCUIT A-3-
635-2-11
336
715-500-1
1 EA
1 EA
1 RUN 07 65'
2#6 CKT A-1
246 CKT A-3
146 Gft
I 630- 12 I65 LF
REMOVE EXIST.
CONDUCTORS
SURVEY SR934 / NV/ 79 STRE°K
G(D) - - 6(01 6.
(0
SR 934 / N35-59 STREET
EXIST. SERVICE POINT
TO BE REMOVED
I 715-7-41 I
1 EA
715-500-1 1 EA
635-2-11 LEA
CONNECT LIGHT POLE
WITH CIRCUIT A-2.
EXIST. CONDUCTORS
TO BE REMOVED
REMOVE EXIST.
CONDUCTORS
°ROPOSE SERI/ CE P INT "A"
4�40V, 1 PHASE, 2-Ill1 E
STA. 335+56.01 (33.81' RTI
635-2-11
641-2-12
641-2-60
639-1-121
639-1-620
715-7-11
3 EA
1 EA
1 EA
1 A5
1 A5
1 EA
0 10 40
Feet
G(D,
1 RUN (6257'
206 CKT A-4
106 GRO
I 630-2-12
257 LF
3(0,
DATE
DESCRIPTION
DATE
DESCRIPTION
FDOT DISTRICT SIX
JINYAN LU, P.E.
FDOT 1000 N.W. 111TH AVENUE
MIAMI, FLORIDA 33172
P.E. NO. 80460
STA TR OF FP ORM-I
0.E0, I07511 i?aT OF TR-INSPUOTATSUN
ROAD NO.
COUNTY
FESANCfAL PROJECT 10
SR 934
M1AMI-DADE
410646-7-52-01
LIGHTING PLAN
SHEET
NO.
12
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED ANO SEALED UNDER RULE 61G15-