Resolution 2018-30547 RESOLUTION NO. 2018-30547
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI
BEACH, FLORIDA,APPROVING AND AUTHORIZING THE MAYOR AND CITY CLERK
TO EXECUTE AMENDMENT NO. 3 TO THE PROFESSIONAL SERVICES
AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND RIBBECK
ENGINEERING, INC. FOR THE INDIAN CREEK DRIVE/STATE ROAD (SR) A1A, 26
STREET TO 41 STREET FLOODING MITIGATION PROJECT (THE "PROJECT"), IN
THE AMOUNT OF $308,360.46, PLUS A $30,836.05 OWNER'S CONTINGENCY, FOR
A TOTAL AMOUNT OF $339,196.51, FOR ADDITIONAL ENGINEERING SERVICES
FOR THE PROJECT; WITH PREVIOUSLY APPROPRIATED FUNDING.
WHEREAS, on March 9, 2016, the Mayor and City Commission adopted Resolution
2016-29332 approving a Department Funded Agreement(DFA)between the City and the Florida
Department of Transportation (FDOT) for the cost sharing of a construction project on Indian
Creek Drive from 26th to 41st Streets; and
WHEREAS, on June 8, 2016, the Mayor and City Commission adopted Resolution 2016-
29456, approving the award of a professional services agreement to Ribbeck Engineering, Inc.,
in the total amount of $407,851, to develop the Design Criteria Package (DCP) and conceptual
plans for approximately 0.85 miles of Indian Creek Drive; and
WHEREAS, the DFA stipulates that the project shall be implemented in two (2)
construction phases; and
WHEREAS, the "Interim" Phase construction for the underground drainage component,
including drainage pipes ranging in size up to 72 inches in diameter, drainage structures, 24 inch
diameter storm drainage pipes along the side streets, the pump station structure and roadway
drainage system is now substantially completed; and
WHEREAS, the"Ultimate" phase includes the roadway reconstruction component, raising
the roadway and harmonization to the final grade; and
WHEREAS, on April 26, 2017, the Mayor and City Commission adopted Resolution 2017-
29839, authorizing the negotiation of Amendment No. 1 to the Professional Services Agreement
with Ribbeck Engineering, Inc., in the amount of$863,171.92 plus a $86,317.19 contingency, for
a total amount of $949,489.11, to prepare a set of "Interim" construction plans from 25th to 26th
Streets, and 26th to 41st Streets, including side streets along the entire project limits; and
WHEREAS, on October 18, 2017, the Mayor and City Commission adopted Resolution
2017-30070, authorizing the negotiation of Amendment No. 2 to the Professional Services
Agreement with Ribbeck Engineering, Inc., in the amount of $1,056,347.77, plus a $158,452.17
owner's contingency of fifteen percent (15%), for a total amount of $1,214,799.94, to complete
the "Ultimate" Phase final signed and sealed construction plans for the entire project limits; and
WHEREAS, the scope of work included detailed roadway, traffic control plans and
analysis, seawall plans, drainage analysis and plans, signage, signalization, pavement markings,
lighting and related improvements.
WHEREAS, the scope also included a Design Variations memorandum and reports
including crash data analysis and cost benefit ratios required by FDOT and electrical and
mechanical design of the pump station to reduce the time and cost of temporary pumps; and
WHEREAS, the City and FDOT staff determined that rather than proceeding with a
design/build construction methodology, the Ultimate Phase work would be better accomplished
by first completing the design plans for the Project, and then selecting a contractor, via an
Invitation to Bid process, to perform the construction work; and
WHEREAS, on September 21, 2018, Invitation to Bid (ITB) 2018-054ZD was issued for
the Indian Creek Improvements from 25th to 41st Streets, with a Bid Opening date scheduled for
November 12, 2018; and
WHEREAS, due to the change in the project procurement method, increase in the scope
of work and construction price escalation, FDOT is increasing their cost sharing participation for
this project; and
WHEREAS, a revised Department Funded Agreement (DFA) with FDOT is being
presented to the City Commission, for approval on October 17, 2018; and
WHEREAS, at the request of City Administration, Ribbeck Engineering Inc. submitted a
negotiated cost proposal (Attachment A) in the amount of 308,360.46, plus a ten percent (10%)
Owner's Contingency of $30,836.05, for a total of $339,196.51, for performing subsurface
exploration to further identify potential utilities conflicts, modifications to roadway and drainage
design resulting from owners requests to revise harmonization plans for the adjacent properties,
parking lanes modification to meet FDOT criteria, additional utility coordination, special handrail
design to meet new city criteria and additional coordination efforts; and
WHEREAS, this cost proposal was submitted to the Public Works Department and Office
of Capital Improvements Projects for review and staff found the proposal was fair and reasonable.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA that the Mayor and City Commission
authorize the Mayor and City Clerk to execute Amendment No. 3 to the Professional Services
Agreement between the City of Miami Beach and Ribbeck Engineering, Inc. for the Indian Creek
Drive/State Road (SR) A1A, 26 Street to 41 Street Flooding Mitigation Project (the "Project"), in
the amount of $308,360.46, plus a $30,836.05 Owner's Contingency, for a total amount of
$339,196.51, for additional engineering services for the Project; with previously appropriated
funding. // /
PASSED and ADOPTED this_AV "."
' OCMer , 2018.
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'V4� � ... 'Gelber, Mayor
ATTEST. .,H 26cii .x'
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Rafael . Granado, City Clerk FORM &LANGUAGE
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City Attorney :Jp(° Date
Resolutions- C7 AD
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Jimmy L. Morales, City Manager
DATE: October 17, 2018
SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE MAYOR AND
CITY CLERK TO EXECUTE AMENDMENT NO. 3, TO THE PROFESSIONAL
SERVICES AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND RIBBECK
ENGINEERING, INC. FOR THE INDIAN CREEK DRIVE/STATE ROAD (SR)A1A, 26
STREET TO 41 STREET FLOODING MITIGATION PROJECT (THE "PROJECT"),
IN THE AMOUNT OF $308,360.46 PLUS A$30,836.05 OWNER'S CONTINGENCY,
FOR A TOTAL AMOUNT OF $339,196.51 TO PROVIDE ADDITIONAL
ENGINEERING SERVICES FOR THE PROJECT; WITH PREVIOUSLY
APPROPRIATED FUNDING.
RECOMMENDATION
The Administration recommends adopting the Resolution.
ANALYSIS
The proposed flooding mitigation and infrastructure improvements being implemented on Indian
Creek Drive (AIA), is a Florida Department of Transportation (FDOT) roadway. The design and
construction of this project within the right-of-way requires FDOT approval.
On March 9, 2016, the Mayor and City Commission adopted Resolution 2016-29332 approving a
Department Funded Agreement (DFA) between the City and the Florida Department of
Transportation (FDOT)for the cost sharing of a construction project on Indian Creek Drive from 26th
to 41st Streets. The infrastructure improvements under this agreement included a new storm water
drainage system, pump station, seawall, roadway, sidewalks curbs and gutters, all to meet the new
flood elevation requirements. The scope also includes the replacement of driveways, light poles,
signs, signals and pavement markings to match the new roadway alignment and configuration.
On June 8, 2016, the Mayor and City Commission adopted Resolution 2016-29456, approving the
award of a professional services agreement to Ribbeck Engineering, Inc., in the total amount of
$407,851, to develop the Design Criteria Package (DCP) and conceptual plans for approximately
0.85 miles of Indian Creek Drive. The conceptual plans were required as reference to the DCP and
were developed in accordance with FDOT design criteria as well as the City of Mian Beach contract
requirements.
The DFA stipulates that the project shall be implemented in two (2) construction phases. The
"Interim" Phase construction plans were required to construct the underground drainage component,
including drainage pipes ranging in size up to 72 inches in diameter, drainage structures, 24 inch
Page 523 of 1637
diameter storm drainage pipes along the side streets, the pump station structure and roadway
drainage system reconstruction. The "Interim" Phase is currently Substantially Completed. The
"Ultimate" phase includes the roadway reconstruction component, raising the roadway and
harmonization to the final grade.
On April 26. 2017, the Mayor and City Commission adopted Resolution 2017-29839, authoring the
negotiation of Amendment No. 1 to the Professional Services Agreement with Ribbeck Engineering,
Inc., in the amount of$863,171.92 plus a $86,317.19 contingency, for a total amount of$949,489.11,
to prepare a set of "Interim" construction plans from 25th to 26th Streets, and 26th to 41st Streets,
including side streets along the entire project limits. The approximate length of roadway for this
expanded project scope was 1.7 miles.
On October 18, 2017, the Mayor and City Commission adopted Resolution 2017-30070, authorizing
the negotiation of Amendment No. 2 to the Professional Services Agreement with Ribbeck
Engineering, Inc., in the amount of$1,056,347.77, plus a $158,452.17 owner's contingency of fifteen
percent (15%), for a total amount of$1,214,799.94, to complete the"Ultimate" Phase final signed and
sealed construction plans for the entire project Units. The scope of work included detailed roadway,
traffic control plans and analysis, seawall plans, drainage analysis and plans, signage, signalization,
pavement markings, lighting and related improvements. The scope also included a Design Variations
memorandum and reports including crash data analysis and cost benefit ratios required by FDOT
and electrical and mechanical design of the pump station to reduce the time and cost of temporary
pumps.
The City and FDOT staff determined that rather than proceeding with a design/build construction
methodology, the Ultimate Phase work would be better accomplished by first completing the design
plans for the Project, and then selecting a contractor, via an Invitation to Bid process, to perform the
construction work. On September 21, 2018, Invitation to Bid (ITB) 2018-054ZD was issued for the
Indian Creek Improvements from 25th to 41st Streets, with a Bid Opening date scheduled for
November 12, 2018.
Due to the change in the project procurement method, increase in the scope of work and construction
price escalation, FDOT is increasing their cost sharing participation for this project. A revised
Department Funded Agreement (DFA) with FDOT is being presented to the City Commission, for
approval on October 17, 2018.
At the request of City Administration, Ribbeck Engineering Inc. submitted a negotiated cost proposal
(Attachment A) in the amount of 308,360.46, plus a ten percent (10%) Owner's Contingency of
$30,836.05, for a total of $339,196.51, for performing subsurface exploration to further identify
potential utilities conflicts, modifications to roadway and drainage design resulting from owners
requests to modify harmonization plans for the adjacent properties, parking lanes modification to meet
FDOT criteria, additional utility coordination, special handrail design to meet new city criteria and
additional coordination efforts. These additional services are necessary to further refine the final
construction plans.
This cost proposal was submitted to the Public Works Department and Office of Capital Improvements
Projects for further review and recommendation. City staff reviewed the proposal and found that the amount was fair
and reasonable.
CONCLUSION
The Administration recommends adopting the Resolution.
Amount 1 $106,000.00 Account 1 303-0815-061357-29-410-517-00-00-00-
Page 524 of 1637
21220
Amount 2 $233,196.51 Account 2 433-0815-069357-00-418-576-00-00-00-
21220
Total $339,196.51
Legislative Tracking
Capital Improvement Projects
ATTACHMENTS:
Description
D Resolution
o Attachment A- Ribbeck Amendment
Page 525 of 1637
AMENDMENT No. 3
TO THE PROFESSIONAL
ENGINEERING SERVICES AGREEMENT
BETWEEN
THE CITY OF MIAMI BEACH, FLORIDA
AND
RIBBECK ENGINEERING, INC.
DATED July 26, 2016
FOR THE PROVISION OF ADDITIONAL ENGINEERING SERVICES FORTHE INDIAN
CREEK DRIVE (STATE ROAD (SR) A1A, 26 STREET TO 41 STREET- FLOOD
MITIGATION PROJECT IN THE AMOUNT OF $339,196.51.
This Amendment No. 3 to the Agreement is made and entered this day of
2018, by and between the CITY OF MIAMI BEACH, a municipal corporation existing
under the laws of the State of Florida (the "City"), having its principal offices at 1700
Convention Center Drive, Miami Beach, Florida 33139, and Ribbeck Engineering Inc., a
Florida Corporation having its principal office at 14335 SW 120 St. #205, Miami, Florida
33146 (the "Consultant").
RECITALS
WHEREAS, On March 9, 2016, the Mayor and City Commission adopted Resolution
2016-29332 approving a Department Funded Agreement (DFA) between the City and the
Florida Department of Transportation (FDOT) for the cost sharing of a construction project on
Indian Creek Drive from 26th to 41st Streets; and
WHEREAS, On June 8, 2016, the Mayor and City Commission adopted Resolution
2016-29456, approving the award of a professional services agreement to Ribbeck
Engineering, Inc., in the total amount of $407,851, to develop the Design Criteria Package
(DCP) and conceptual plans for approximately 0.85 miles of Indian Creek Drive; and
WHEREAS, the DFA stipulates that the project shall be implemented in two (2)
construction phases; and
WHEREAS, the "Interim" Phase construction for the underground drainage component,
including drainage pipes ranging in size up to 72 inches in diameter, drainage structures, 24
inch diameter storm drainage pipes along the side streets, the pump station structure and
roadway drainage system is now substantially completed; and
WHEREAS, the "Ultimate" phase includes the roadway reconstruction component,
raising the roadway and harmonization to the final grade; and
WHEREAS, on April 26, 2017, the Mayor and City Commission adopted Resolution
2017-29839, authorizing the negotiation of Amendment No. 1 to the Professional Services
Agreement with Ribbeck Engineering, Inc., in the amount of $863,171.92 plus a $86,317.19
contingency, for a total amount of $949,489.11, to prepare a set of "Interim" construction plans
from 25th to 26th Streets, and 26th to 41st Streets, including side streets along the entire project
limits; and
WHEREAS, on October 18, 2017, the Mayor and City Commission adopted Resolution
2017-30070, authorizing the negotiation of Amendment No. 2 to the Professional Services
Agreement with Ribbeck Engineering, Inc., in the amount of $1,056,347.77, plus a $158,452.17
owner's contingency of fifteen percent (15%), for a total amount of $1,214,799.94, to complete
the "Ultimate" Phase final signed and sealed construction plans for the entire project limits; and
Page 528 of 1637
WHEREAS, the scope of work included detailed roadway, traffic control plans and
analysis, seawall plans, drainage analysis and plans, signage, signalization, pavement
markings, lighting and related improvements; and
WHEREAS, the scope also included a Design Variations memorandum and reports
including crash data analysis and cost benefit ratios required by FDOT and electrical and
mechanical design of the pump station to reduce the time and cost of temporary pumps; and
WHEREAS, the City and FDOT staff determined that rather than proceeding with a
design/build construction methodology, the Ultimate Phase work would be better accomplished
by first completing the design plans for the Project, and then selecting a contractor, via an
Invitation to Bid process, to perform the construction work; and
WHEREAS, on September 21, 2018, Invitation to Bid (ITB) 2018-054ZD was issued for
the Indian Creek Improvements from 25th to 41st Streets, with a Bid Opening date scheduled
for November 12, 2018; and
WHEREAS, due to the change in the project procurement method, increase in the scope
of work and construction price escalation, FDOT is increasing their cost sharing participation for
this project; and
WHEREAS, a revised Department Funded Agreement (DFA) with FDOT is being
presented to the City Commission, for approval on October 17, 2018; and
WHEREAS, at the request of City Administration, Ribbeck Engineering Inc. submitted a
negotiated cost proposal (Attachment A) in the amount of 308,360.46, plus a ten percent (10%)
Owner's Contingency of $30,836.05, for a total of $339,196.51, for performing subsurface
exploration to further identify potential utilities conflicts, modifications to roadway and drainage
design resulting from owners requests to modify harmonization plans for the adjacent
properties, parking lanes modification to meet FDOT criteria, additional utility coordination,
special handrail design to meet new city criteria and additional coordination efforts; and
WHEREAS, this cost proposal was submitted to the Public Works Department and
Office of Capital Improvements Projects for review and staff found the proposal was fair and
reasonable.
NOW, THEREFORE, the parties hereto, and in consideration of the mutual promises,
covenants, agreements, terms, and conditions herein contained, and other good and valuable
consideration, the respect and adequacy are hereby acknowledged, do agree as follows:
1. ABOVE RECITALS
The above recitals are true and correct and are incorporated as a part of this
Amendment No. 3.
2. MODIFICATIONS
(a) The Agreement is amended, as provided herein and in Schedule "A" attached
hereto.
(b) In consideration for the services to be performed under this Amendment No. 3, City
shall pay Consultant the not-to-exceed amount of$339,196.51, as provided in schedule
"A", attached hereto.
Page 529 of 1637
3. OTHER PROVISIONS.
All other provisions of the Agreement, as amended, are unchanged and shall remain
in full force and effect.
4. RATIFICATION.
The City and Consultant ratify the terms of the Agreement, as amended by this
Amendment No. 3.
IN WITNESS WHEREOF, the parties hereto have caused this Amendment No. 3 to
be executed in their names by their duly authorized officials as of the date first set forth
above.
ATTEST: CITY OF MIAMI BEACH, FLORIDA
Rafael E. Granado, Dan Gelber
City Clerk Mayor
ATTEST: CONSULTANT:
RIBBECK ENGINEERING, INC.
Secretary Principal
Print Name Print Name
Page 530 of 1637
e
RIBBECK
Engineering,Inc.
September 25, 2018
Ms. Mina Samadi, P.E.
Senior Capital Project Coordinator
City of Miami Beach
Office of Capital Improvement Projects
1700 Convention Center Drive
Miami Beach, FL 33139
RE: SR AIA/Indian Creek Drive from 25'h Street to 41'' Street
Flood Mitigation Project—
Intent to Bid(ITB) Roadway Reconstruction Design & Plans Preparation
Scope of Work & Fee Estimate Supplement#3
Dear Ms. Samadi:
For your review please find enclosed the scope of work and fee estimate for the following tasks:
• Task#20 Test Holes
• Task#21 Harmonization
• Task#22 Parking Lane Modification
• Task #23 Utility Coordination
• Task#24 Handrail Design
• Task#25 Meetings
The fee presented also includes all sub-consultant work such as miscellaneous structural,lighting
and electrical design.
Respectfully,
Carlos Ribbeck, P.E.
President
14335 SW 120th Street Suite 205 Miami.FL 33186,.Phone.305.383.5909.Fax.305.383.5979,•Cel.305.319.1397 •cribbeck@gmail.com
Transportation a Civil.. Municipal,,Environmental,CA#27592
Page 531 of 1637
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Task#20—Test Holes - Supplemental #3
Indian Creek Drive from 26`-�Street to 41-'Street-ITB Supplemental 3
Ribbeck Engineering-September 25'-" 2018
The Scope of Services for this task supplemental includes the request for subsurface Utility Engineering
Services through the procurement of a sub-consultant. This task includes a bank of 240 test holes and 6
scan areas.
Deliverables:
o Electronic Cad file in Microstation or AutoCAD Format depicting the designated utilities
(horizontal)and the utility locates(test holes); drawings to follow FDOT CAD format (line
styles).
o Excel spread sheet indicating horizontal coordinates,depth of cover,elevation, size,type
material and general direction of each utility found .
Page 533 of 1637
M.G. VERA 13960 SW 47th St, Miami, FL 33175
& ASSOCIATES 305.221.6210 f: 305.221.1295
www.mgvera.<om
May 30, 2018
Carlos Ribbeck, P.E.
Ribbeck Engineering Inc
14335 SW 120 St. #205
Miami, FL 33186
P. 305-383-5909
Project: A1A/Indian Creek - Subsurface Utility Engineering Services
Dear Mr. Ribbeck,
MGV appreciates the opportunity to provide Subsurface Utility Engineering Services (SUE)
following ASCE 38-02 "Standard Guideline for the Collection and Depiction of Existing
Subsurface Utility Data". Below is our scope of services for utility designating and locating
(test holes).
Project Limits: Along SR A1A/Indian Creek from 25`h Street to 41' Street
Subsurface Utility Designations - Quality Level B
MGV will designate (horizontally mark on the surface) known existing toneable and non-
toneable subsurface utilities found within 6 "Scan" areas depicted on the plans provided by
the client utilizing electromagnetic geophysical prospecting equipment, including ground
penetrating radar (GPR). This scope of service does not include irrigation lines.
Subsurface Utility Locates (test holes) — Quality Level A— Bank of 240 Test Holes
MGV will perform up to 240 utility locates (test holes) on potential utility conflicts as
identified on the plans provided by the client. Each locate (test hole) will include horizontal
coordinates, depth of cover, elevation, size, type, material and general direction of each
found utility.
Surveyors i Mappers Subsurface Utilities
MGV will notify Sunshine One-Call 48 hours in advance of performing the utility locates. A
non-destructive vacuum excavation system will be utilized to expose the utilities. Test holes
performed will be of minimum size (usually 1' by 1'). Backfill of test holes will be performed
utilizing material removed. Test holes performed in the street will be patched utilizing cold
patch. Basic maintenance of traffic (signs, cones) will be included.
Survey Support
Utilizing existing project survey, MGV will map the utility designation marks and utility test
holes, process and place in appropriate Cad format.
Deliverables
• CD containing the following:
o Electronic Cad file in Microstation or AutoCAD Format depicting the
designated utilities (horizontal) and the utility locates (test holes); drawings
to follow FDOT CAD format (line styles).
o Excel spread sheet indicating horizontal coordinates, depth of cover,
elevation, size, type material and general direction of each utility found.
Subsurface Utility Designating and Locating Conditions and Understandings
The utility designates and locates are for design purposes only. The Florida One Call must
be notified forty-eight (48) hours in advance of any excavation.
Accuracy of Geophysical Mapping techniques, although highly reliable, are subject to
outside interference. A few examples are: Soil condition, material conductivity, depth of
utility, and various other geological anomalies that may distort or hinder electromagnetic
and GPR frequencies.
MGV will make every effort possible utilizing state of the art technology to designate and
locate underground utilities; however there are no guarantees that all underground utilities
or structures will be detected.
MGV will not access confined spaces and is not included in this fee estimate. If accessing
confined spaces are required, MGV will notify the client to discuss options. Additional fees
may be applicable.
Surveyors Mappers Subsurface Utilities
Additional Clarifications and Understandings
If cap rock or an obstruction is encountered during the test hole phase and further vacuum
excavation cannot be performed without the potential for utility damage, MVG will consider
the test hole completed, measure the depth to the top of the cap rock or obstruction
reached, survey the location and consider the test hole completed and invoice accordingly.
The below fee includes only backfill of test holes utilizing material removed in natural
ground or cold patch within asphalt pavement or concrete in sidewalks for the approximate
1' x 1' test hole. If additional restoration is required, MG Vera will provide an additional
proposal to cover the additional expense.
Basic maintenance of traffic (signs, cones) is included, but if advanced MOT is required, MGV
will provide a cost estimate to cover these additional expenses.
This estimate does not include permit fees or applications.
This estimate does not include fees for signed and sealed MOT plans.
Schedule
Upon Receiving NTP, MGV can begin immediately and estimates 2 to 4 weeks for delivery.
Fee
Utility Designation:
Includes survey support: $3,000.00
Utility Locates (test holes): Bank of 240
Per test hole rate (minimum 4 test holes): $430.00/per test hole
Includes survey support
240 Test Holes: $103,200.00
Total Budget (Designates/Locates) $106,200.00
Surveyors Mappers Subsurface Utilities
We look forward to providing our services and please contact me if you have any questions
or require additional information.
Sincerely,
Manuel G. Vera & Associates, Inc.
Mark R. Sowers, PSM
Surveyors Mappers Subsurface Utilities
Task#21— Harmonization - Supplemental #3
Indian Creek Drive from 261'Street to 412 Street—ITB Supplemental
Ribbeck Engineering—September 25`—^ 2018
The Scope of Services for this task supplemental includes the roadway and drainage analyses to
eliminate the gravity wall by placing embankment and additional drainage structures at the bottom of
the lopes. In addition,where the gravity wall can be eliminated the plan sheets, harmonization details,
quantities and typical sections will be revised. This request was made after the plans were complete by
the private property owners and as agreed upon by the City of Miami Beach.
Roadway Analysis and Plans:
o Analyze the removal of gravity walls and the construction of fill material onto private
properties at 14 properties (28 harmonization details).
o Modify typical sections,typical section package,cross sections, plan views and tables.
o Additional effort to compute quantities due to gravity wall, handrail and concrete ditch
removal; addition of fill,top soil and sod.
o Field reviews(4)for harmonization of 14 properties.
o Meet with private property owners to discuss final design (14 Meetings).
Drainage Analysis and Plans:
o Drainage analysis for 14 properties(28 harmonization details)due to the elimination of
gravity walk.
o Revise quantities of yard drains, pipes, and inlets.
o Analyze impact of added storm sewer from four adjacent properties.
Deliverables:
One submittal including the following will be delivered:
o Revised Typical Section Package (submitted to FDOT for approval)
o Revised Typical Sections
o Revised Roadway Plans and Drainage Plans
o Revised Cross Sections
o Revised Drainage Structure Sheets
o Revised Harmonization Sheets(Special Details)
o Revised Summary of Quantities
o Revised Summary of Pay Items
Page 538 of 1637
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Page 548 of 1637
Task#22— Parking Lane Modification - Supplemental #3
Indian Creek Drive from 260 Street to 41"Street—ITB Supplemental 3
Ribbeck Engineering—September 25`—" 2018
The Scope of Services for this task supplemental includes the analysis of Intersection Sight Distance,
crashes and parking lanes(bays). The City of Miami Beach is requesting the removal of parking lanes
(bays)to improve the Intersection Sight Distances where possible. This request was made after the
plans were completed and as directed by the City of Miami Beach.
Roadway Parking Analysis and Plans:
o Analyze the locations with possible conflicts with Sight Distance and have historical crashes.
o Meet with FDOT and discuss the approach to each intersection (2 meetings). Meet with City
of Miami Beach and discuss the agreement with FDOT(2 Meetings).
o Revise the typical sections,typical section package, plan sheets, harmonization sheets,and
cross sections.
o Revise quantity shapes and update summary of quantities.
Drainage Parking Analysis and Plans:
o Analyze the locations with where parking lanes are eliminated.
o Revise the design file shifting the drainage inlets to the new gutter line.
o Revise the structure sheets.
o Revise the quantities and summary of drainage structures.
Deliverables:
One submittal including the following will be delivered:
o Revised Typical Section Package (submitted to FDOT for approval)
o Revised Typical Sections
o Revised Roadway Plans and Drainage Plans
o Revised Cross Sections
o Revised Drainage Structure Sheets
o Revised Harmonization Sheets(Special Details)
o Revised Summary of Quantities
o Revised Summary of Pay Items
o Revised Signing and Pavement Marking sheets
o Revised Signing and Pavement Marking Summary of Quantities
o Revised Signing and Pavement Marking Summary of Pay Items
Page 549 of 1637
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Page 562 of 1637 -
Task #23— Utility Coordination - Supplemental #3
Indian Creek Drive from 26th Street to 41-'Street-ITB Supplemental 3
Ribbeck Engineering-September 25-" 2018
The Scope of Services for this task supplemental includes the request of soft digs from a sub-consultant
to locate the utilities where they potentially conflict with this project's scope. In addition, it includes the
coordinate with the Utility Owners to relocate any utilities conflicting with this project's scope.
Analysis and Plans:
o Analyze the locations with possible conflicts.
o Provide the sub-consultant with plans marked up with locations of soft digs.
o Review soft dig findings and analyze alternative design if possible.
o Coordinate with Utility Owners the relocation of their utilities.
Deliverables:
One submittal including the following will be delivered:
o Markup plans submitted to request soft digs
Page 563 of 1637
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Task#24— Handrail - Supplemental #3
Indian Creek Drive from26'—"Street to 412 Street—ITB Supplemental 3
Ribbeck Engineering—September 25`--^ 2018
The Scope of Services for this task supplemental includes the structural analysis and plan details of four
(4) decorative handrail designs proposed by the City of Miami Beach. The scope also includes submitting
a Design Variation and revising the plans. This request was made after the plans were completed and as
directed by the City of Miami Beach.
Structural Handrail Analysis and Plans:
o Provide structural calculations and details for four(4)special handrail designs meeting FDOT
and ADA criteria.
o Attend one meeting with FDOT and one meeting with CMB.
o Attend site visits to investigate locations and existing handrails proposed by the CMB.
Roadway Handrail Analysis and Plans:
o Revise typical sections, typical section packages,general notes, Plans, cross sections, and
harmonization details.
o Submit Design Variation to FDOT and meet with Alex Yi.
o Attend two meetings with FDOT,two with CMB and two with Historic Preservation Board.
o Attend site visits to investigate locations and existing handrails proposed by the CMB.
Deliverables:
o 4 Structural Calculations
o 4 Structural Details
o 2 Design Variations(Structural and Roadway)
Page 569 of 1637
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Task #25 — Meetings - Supplemental #3
Indian Creek Drive from 26'1 Street to 41i Street—ITB Supplemental 3
Ribbeck Engineering—September 25`—" 2018
The Scope of Services for this task supplemental includes the request of additional meetings. The
meetings include the 40 Bi-weekly meetings (20 months) that will be held with CIP, 7 Utility Owner
meetings, 2 Miami Dade County Traffic Ops meetings for signals, and 1 FDOT comment resolution
meeting.
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