Resolution 2021-31792 RESOLUTION NO. 2021-31792
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA,AUTHORIZING THE CITY MANAGER TO EXECUTE
AMENDMENT NO. 6, TO THE PROFESSIONAL SERVICES AGREEMENT
BETWEEN THE CITY OF MIAMI BEACH AND RIBBECK ENGINEERING, INC,
("RIBBECK")FOR THE INDIAN CREEK DRIVE/STATE ROAD(SR)A1A,26T"
STREET TO 41ST STREET FLOODING MITIGATION PROJECT("PROJECT"),
IN THE NOT TO EXCEED AMOUNT OF$125,541.19, FOR A TOTAL PROJECT
BUDGET OF $3,770,818.48, TO PROVIDE ADDITIONAL ENGINEERING
SERVICES FOR THE SEAWALL COMPONENT OF THE PROJECT.
WHEREAS, at its June 8, 2016, meeting, the City Commission approved Resolution No.
2016-29456, authorizing the City Manager to negotiate a Professional Services Agreement with
Ribbeck Engineering, Inc.("Ribbeck")in an amount not to exceed$407,851,for the preparation of a
Design Criteria Package(DCP)and conceptual plans,for the City's Indian Creek Drive/State Road
(SR)A1A, 26th Street to 41st Street- Flooding Mitigation Project(the "Project"); and
WHEREAS, at its April 26, 2017 meeting, the City Commission approved Resolution No.
2017-29839, authorizing the City Manager or his designee to negotiate Amendment No. 1 to the
Professional Services Agreement with Ribbeck, in the amount of$949,489.11, to provide for the
preparation of a set of interim construction plans from 25th to 26th Street, and the design of the
drainage trunk line between 25th Street to 32ndo street, inclusive portion of the stormwater pump
station; and
WHEREAS,Amendment No. 1 included the limited design and permitting coordination of the
seawall within the project limits using the then Public Works seawall standard design; and
WHEREAS, at its October 18,2017 meeting,the City Commission approved Resolution No.
2017-30070, authorizing the City Manager or his designee to negotiate and finalize Amendment No.
2 to the Professional Services Agreement with Ribbeck, in the amount of amount of$1,214,799.94,
to provide for the preparation of the final set of complete signed and sealed construction plans from
25th to 26th Street, and 26th to 41St Street, including side streets along the entire Project limits, with
the construction plans to include roadway, traffic control plans, seawall, drainage, signing and
pavement markings, lighting and signalization components, and related improvements, and The
final construction documents were prepared to be used for competitive bid as the City changed
between design build method of procurement to design bid build to increase competition; and
WHEREAS, at its October 17,2018 meeting,the City Commission approved Resolution No.
2018-30547, approving and authorizing the Mayor and City Clerk to execute Amendment No. 3 to
the Professional Services Agreement between the City and Ribbeck, in the amount of$339,196.5,
for additional engineering services for the Project including subsurface utility engineering and
preparation of harmonization plans; and
WHEREAS,at its September 11,2019 meeting,the City Commission approved Resolution
No.2019-30943,approving and authorizing the Mayor and City Clerk to execute Amendment No.4
to the Professional Services Agreement between the City and Ribbeck in the amount not-to-exceed
$383,670, to include additional construction services and supplement the harmonization efforts
required to completion; and
WHEREAS, at its.June 24, 2020 meeting, the City Commission approved Resolution No.
2020-31292, authorizing the Mayor and.City Clerk to execute Amendment No.5 to the Professional
Services Agreement:between the City and Ribbeck, in the amount of $350,270.73; to provide
additional engineering services for the project during construction including the relocation of the
stormwater pumpstation generator to the City parking lot located at Indian Creek Drive and 27th
Street and related public information coordination; and
WHEREAS, the design and limited construction inspection services in the proposed
Amendment No. 6 supplementsthe design and permitting efforts included in the previous .
amendments, and the additional design and permitting services include the new design to be
compatible with the current Public Works seawall standards; perform inspection and certify the
construction of the newly installed seawall; apply for and obtain building permits for the new
installation and the newly installed seawall; perform the necessary construction inspection of the
seawall and certify the installation of the new seawall; and
WHEREAS, the current permit status of the seawalls is as follows:
• All environmental permits have been approved. The City'sbuilding permit is part of this
amendment to be processed.
• DERM requires the Building Department and a mitigation bondpayment to formally issue
the final permit. Public Works paid the mitigation bond and submitted the DERM approved
plans to the Building Department. Building provided comments for Public Works to address
with the consultant,which requires an amendment to the contract agreement with Ribbeck
Engineering, Inc.;and
WHEREAS, Ribbeck Engineering, Inc. has submitted a negotiated cost proposal in the not
- i to exceed amount of$125,541.19,for engineering services including(but not limited to)developing
contract documents for approximately 4,343 linear feet (LF) of concrete pile and panel seawall,
including the structural evaluation of.1.,612.LF of existing seawall to remain,and approximately 653
LF of existing seawall will be removed and replaced with an 18"maximum offset measured from the
new seawall face to the wet face of the.old seawall. Provide structural calculations;,and.
' 'WHEREAS, the Public Works .Department has reviewed .the costproposal andhas
determined it to be fairand reasonable, and the Amendment No_:6 will bring Ribbeck's contract in
• the total amount to $3,770,818.48. -
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 hereby
authorizes the City Manager to execute Amendment No..6,to the Professional Services Agreement
between the City of f Miami Beach and Ribbeck Engineering, Inc, ('`Ribbeck")for the Indian Creek
Drive/State Road (SR)A1A,26th Street to 41St Street Flooding Mitigation Project("Project"), in the
not to exceed amount of$125,541:19, for a total Project budget of $3,770,818.48, to provide
additional engineering services for the seawall component of the Project..
PASSED and ADOPTED this a8 day of July, 2021:
ATTEST: : . .
_�,-1\-.-- ,��.••• .1.1,7-16...,19. j�Gelber,-Mayor.
g Z ._\,,..
�4 Fit. APPROVED AS 710
�c�I _,.,�;.��-.,: FORM b LANGUAGE
Rafael. . Granado, City lerk ',Ip«�p p` 8 FOR EXECUTION
RATED./q "
City Attorney Date
Resolutions-C7 AF
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Alina T. Hudak, City Manager
DATE: July 28, 2021
SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA,APPROVING AND AUTHORIZING THE CITY
MANAGER TO EXECUTE AMENDMENT NO. 6, TO THE PROFESSIONAL
SERVICES AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND
RIBBECK ENGINEERING, INC, ("RIBBECK") FOR ADDITIONAL
ENGINEERING SERVICES RELATED TO THE INDIAN CREEK
DRIVE/STATE ROAD (SR) A1A, 26TH STREET TO 41ST
STREET FLOODING MITIGATION PROJECT, IN THE NOT TO EXCEED
AMOUNT OF $125,541.19 FOR A TOTAL CONTRACT AMOUNT OF
$3,770,818.47.
RECOMMENDATION
The Administration recommends approving the Resolution.
BACKGROUND/HISTORY
At its June 8, 2016, meeting, the City Commission approved Resolution No. 2016-29456,
authorizing the City Manager to negotiate a Professional Services Agreement with Ribbeck
Engineering, Inc. ("Ribbeck") in an amount not to exceed $407,851, for the preparation of a
Design Criteria Package (DCP) and conceptual plans, for the City's Indian Creek Drive/State
Road (SR)A1A, 26th Street to 41st Street - Flooding Mitigation Project. Originally this project
was considered a public emergency and to expedite the construction,the City selected a design
build method of procurement.
At its April 26, 2017 meeting, the City Commission approved Resolution No.' 2017-29839,
authorizing the City Manager or his designee to negotiate Amendment No. 1 to the Professional
Services Agreement with Ribbeck, in the amount of$949,489.11, to provide for the preparation
of a set of interim construction plans from 25th to 26th Street, and the design of the drainage
trunk line between 25th Street to 32ndo street; inclusive portion of the stommwater pump station.
This amendment included the limited design and permitting coordination of the seawall within the
project limits using the then Public Works seawall standard design.
At its October 18, 2017 meeting, the City Commission approved Resolution No. 2017-30070,
authorizing the City Manager or his designee to negotiate and finalize Amendment No. 2 to the
Page 763 of 2012
Professional Services Agreement with Ribbeck, in the amount of amount of $1,214,799.94, to
provide for the preparation of the final set of complete signed and sealed construction plans
from 25th to 26th Street, and 26th to 41st Street, including side streets along the entire project
limits, with the construction plans to include roadway, traffic control plans, seawall, drainage,
signing and pavement markings, lighting and signalization components, and related
improvements. The final construction documents were prepared to be used for competitive bid
as the City changed between design build method of procurement to design bid build to
increase competition.
At its October 17, 2018 meeting, the City Commission approved Resolution No. 2018-30547,
approving and authorizing the Mayor and City Clerk to execute Amendment No. 3 to the
Professional Services Agreement between the City and Ribbeck, in the amount of$339,196.5,
for additional engineering services for the project including subsurface utility engineering and
preparation of harmonization plans.
At its September 11, 2019 meeting, the City Commission approved Resolution No. 2019-
30943, approving and authorizing the Mayor and City Clerk to execute Amendment No. 4 to the
Professional Services Agreement between the City and Ribbeck in the amount not-to-exceed
$383,670, to include additional construction services and supplement the harmonization efforts
required to completion.
At its June 24, 2020 meeting, the City Commission approved Resolution No. 2020-31292,
authorizing the Mayor and City Clerk to execute Amendment No. 5 to the Professional Services
Agreement between the City and Ribbeck, in the amount of $350,270.73, to provide additional
engineering services for the project during construction including the relocation of the
stormwater pump station generator to the City parking lot located at Indian Creek Drive and 27th
Street and related public information coordination.
ANALYSIS
The design and limited construction inspection services in this amendment supplements the
design and permitting efforts included in the previous amendments. The additional design and
permitting services include the new design to be compatible with the current Public Works
seawall standards; perform inspection and certify the construction of the newly installed seawall;
apply for and obtain building permits for the new seawall installation; perform the necessary
construction inspection of the seawall and certify the installation of the new seawall.
The current permit status of the seawalls are as follows:
• All environmental permits have been approved. The City's building permit is part of this
amendment to be processed.
• DERM requires the Building Department and a mitigation bond payment to formally issue
the final permit. Public Works paid the mitigation bond and submitted the DERM approved
plans to the Building Department. Building provided comments for Public Works to
address with the consultant, which requires an amendment to the contract agreement with
Ribbeck Engineering, Inc.
Ribbeck Engineering, Inc. has submitted a negotiated cost proposal (ATTACHMENT) in the
not to exceed amount of $125,541.19, for engineering services including (but not limited to)
Page 764 of 2012
developing contract documents for approximately 4,343 linear feet (LF) of concrete pile and
panel seawall, including the structural evaluation of 1,612 LF of existing seawall to remain.
Provide structural calculations. Provide visual structural inspections for existing sections of
recently built seawall. A letter with repair recommendations retrofit existing installations will be
provided, if required for final inspection acceptance. This evaluation includes the review of
construction documentation (i.e. pile driving records, concrete tests, bill of reinforcing bar
installations to be provided by City of Miami Beach.
The Public Works Department has reviewed the cost proposal and has determined fair and
reasonable. This Amendment No. 6 will bring Ribbeck's contract in the total amount to
$3,770,818.48.
FISCAL IMPACT
Capital-Contracts 433-0815-069357-29-418-564-00-00-00-29020 $125,541.19
Total $125,541.19
SUPPORTING SURVEY DATA
Results from the 2019 Resident Survey regarding Satisfaction with Perceptions of the City
show that 46% of residents rated City efforts to reduce risk from rainfall & sea level rise as very
satisfied/satisfied. In order to improve in this area, the Administration recommends approving
amendment No. 6 to its contract agreement with Ribbeck Engineering, Inc.
Applicable Area
South Beach
Is this a"Residents Right Does this item utilize G.O.
to Know" item.pursuant to Bond Funds?
City Code Section 2-14?
Yes No
Legislative Tracking
Public Works
ATTACHMENTS:
Description
❑ Ribbeck Scope of Services
❑ Resolutions, Ribbeck
D DRAFT Reso
Page 765 of 2012
RIBBECK
Engineering,Inc.
INDIAN CREEK DRIVE - SEA WALL
SCOPE OF SERVICES
Contract Number: 16-29456
Project Description: Indian Creek Drive—Sea Wall
Project Location: Indian Creek Drive from 26 Street to 41 Street
Project Manager: Giancarlo Pena, P.E.
Ribbeck Project Manager: Maher Maliki,P.E.
Background:
This project consists of providing sea wall plans,calculation,inspections, utility coordination and management for a
new seawall along Indian Creek Drive from 26 Street to 41 Street.
Scope of Work:
Miscellaneous Structures
The structure scope is defined under a subconsultant's scope of services. Please refer to Chrome Engineering's scope
of services.
Utilities
The Utility scope will include the following elements:
• Contact all Utility Owners
• Send plans for markups/request as-builts
• Prepare Utility File
• Coordinate any required relocations
Survey/SUE
Not included as part of this contract
Management
Provide project management to the City for the life of the project(12 months):
• Oversee utility coordination
• Coordinate with Structural Engineer certain design elements(utilities)
• Attend 12 meetings with City of Miami Beach
• Attend site visits where needed.
Deliverables:
The utility file will be provided to the structural engineer after coordinating with utility owners.
14335 SW 120th Street Suite 205 Miami.FL 33186 t,Phone.305.383.5909 Fax.305.383.5979 Cel.305.319.1397 cribbeck@gmail.com
Transportation••Civil Municipal Environmental•-CA a 27592
Page 766 of 2012
a
RIBBECK
Engineering,Inc.
Schedule:
The expected schedule of the project is 12 month long. At this time the schedule is not defined.
Services may begin immediately after this change order is executed.
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 Civil Municipal Environmental»CA N 27592
Page 767 of 2012
Name of Consultant Prolect Information Sheet
Financial Project Identification Number:439228-2-58-01 Federal Ald Project Identification Number.54321
Name of Prime l Subconsultant:Ribbeck Engineering Inc. County:enter name of county
Project Description:Indian Creek Drive Sea Wall
Begin Milepost: End Milepost: Project Length: Mlles
Number of Lanes: Typical Section: (Urban/Rural/Int.) lane Configuration: (Divided/Undivided)
Project Type: (Minor/Major) Access Management Clarelficatlon: Roadway Classification: (NHSIFIHS/Off Sys.)
CAP Level: TTCP Level: Survey Level:
Design Variations:1. Dealgn Exceptions:1.
2. 2.
3. 3.
4. 4.
5. 5.
Proposed Design Contract Time: months/days Date of Negotiation: Context Classification:
... - •
Estimated By: .. • Negotiated By:(name•firm)
Protect Aativi* . ' .....
Consultant •. fMet : - •Comttuttant • . .. FACT.
3.Project Common&Project General Tasks Enter name&firm Enter name&office Enter name&firm Enter name&office
4.Roadway Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
5.Roadway Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
6a.Drainage Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office -
6b.Drainage Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
7.Utilities Enter name&firm Enter name&office Enter name&firm Enter name&office
8.Environmental Permits and Env.Clearances Enter name&firm Enter name&office Enter name&firm Enter name&office
9.Structures Summary Enter name&firm Enter name&office Enter name&firm Enter name&office
10.Structures-Bridge Development Report Enter name&firm Enter name&office Enter name&firm Enter name&office
11.Structures-Temporary Bridge Enter name&firm Enter name&office Enter name&firm Enter name&office
12.Structures-Short Span Concrete Enter name&firm Enter name&office Enter name&firm Enter name&office
13.Structures-Medium Span Concrete Enter name&firm Enter name&office Enter name&firm Enter name&office
14.Structures-Structural Steel Enter name&firm Enter name&office Enter name&firm Enter name&office
15.Structures-Segmental Concrete Enter name&firm Enter name&office Enter name&firm Enter name&office
16.Structures-Movable Span Enter name&firm Enter name&office Enter name&firm _ Enter name&office
17.Structures-Retaining Walls Enter name&firm Enter name&office Enter name&firm Enter name&office
18.Structures-Miscellaneous Enter name&firm Enter name&office Enter name&firm Enter name&office
19.Signing and Pavement Marking Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
20.Signing and Pavement Marking Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
21.Signalization Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
22.Signalization Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
23.Lighting Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
24.Lighting Plans Enter name&firm Enter name&office Enter name&firm Enter name&office _
25.Landscape Analysis Enter name&firm Enter name&office - Enter name&firm Enter name&office
26.Landscape Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
27.Survey Enter name&firm Enter name&office Enter name&firm Enter name&office
28.Photogrammetry Enter name&firm Enter name&office Enter name&firm Enter name&office
29.Mapping Enter name&firm Enter name&office Enter name&firm Enter name&office
30.Terrestrial Mobile LiDAR Enter name&firm Enter name&office Enter name&firm Enter name&office
31.Architecture Development Enter name&firm Enter name&office Enter name&firm Enter name&office
32.Noise Barriers Impact Design Assessment Enter name&firm Enter name&office Enter name&firm Enter name&office
33.Intelligent Transportation Systems Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
34.Intelligent Transportation Systems Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
35.Geotechnical Enter name&firm Enter name&office Enter name&firm Enter name&office
36.30 Modeling _ Enter name&firm Enter name&office Enter name&firm Enter name&office
Sea Wail.xlsx
Project Information Page 768 of 2012 Page 1 of 1 7/15/2021
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B
Prolect Activity 3:General Tasks
Estimator. Indian Creek Drive Sea Wall
439228-2-58-01
• Rsprsssoffou Print Nam. Signature l Data
FDOT District
Consultant Name
NOTE:Signature Block is optional,per District preference
• Task. Trak Units No of Units Hours!Unit Comments •
No. Hours .
3.1 Public Involvement
3.1.1 Community Awareness Plan LS 1 0 0
3.1.2 Notifications LS 1 0 0
3.1.3 Preparing Mailing Lists LS 1 0 0
3.1.4 Median Modification Letters LS 1 0 0
3.1.5 Driveway Modification Letters LS 1 0 0
3.1.6 Newsletters LS 1 0 0
3.1.7 Renderings and Fly Throughs LS 1 0 0
3.1.8 PowerPoint Presentation LS 1 0 0
3.1.9 Public Meeting Preparations LS 1 0 0
3.1.10 Public Meeting AttendancelFollowup LS 1 0 0
3.1.11 Other Agency Meetings LS 1 0 0
3.1.12 Web Site LS 1 0 0
3.1 Public involvement Subtotal . 0 .
3.2 Joint Project Agreements EA 0 0 0
3.3 Specifications&Estimates
3.3.1 Specifications Package Preparation LS 1 0 0
3.3.2 Estimated Quantiles Report Preparation LS 1 0 0
Includes project management efforts for complete setup and maintenance of files,electronic folders and documents
3.4 Contract Maintenance and Project Documentation LS 1 64 64 developing progress reports,respond to(calls)and compilation and submittal of project documentation.
Base+update/maintenance per month=16+4 x 12 months
3.5 Value Engineering(Multi-Discipline Team)Review LS 1 0 0
3.6 Prime Consultant Project Manager Meetings LS 1 2 2 See listing below
Sea Wall.xlsx Page 772 of 2012
3.Project General Tasks Page 4 of 9 7/15/2021
•
Project Activity 3:General Tasks
TALK Tick • • llnfb Mo of Unlb:Hours!tiMt otfL • Comm®nb.
NO:.; Hours
3.7 Plans Update LS 1 0 0
Sea Walixlsx Page 773 of 2012 P
3.Project General Tasks age 5 of 9 7/15/2021
Protect Activity 3:General Tasks
':Teak.:'.:".:;:.. „ 1`t tl . %l
Task ttt 4r No of Units Hours!Unit ..Hours Comme•nts.
3.8 Post Design Services LS 1 0 0
3.9 Digital Delivery LS 1 2 2
3.10 Risk Assessment Workshop LS 1 0 0
3.11 Railroad,Transit,and/or Airport Coordination LS 1 0 0
3.11.1 Aeronautical Evaluation LS 1 0 0
3.12 Landscape and Existing Vegetation Coordination LS 1 0 0 ,
3.13 Other Project General Tasks LS 1 84 Coordination with Chrome Engineering. Assume 8 hrs @ 4 months design and 4 hrs @8 months during
contstruction.=32+32
' i Pielettt Commnn end Prof tien@n1 Tssks Tofd::•:•;132*1. - .
.
3.6:List of Proj.ot Mrns9sr.Mestinos : Units No of Unite Hours!Unit Tote'Hours . • 'Cortanents
Post Design Services EA 12 1 12 monthly meetings(at public Works)
Drainage EA 0 0 0 •
Utilities EA 0 0 0
Environmental EA 0 0 0
Structures EA 0 0 0 Included In 3.13
Signing&Pavement Marking EA 0 0 0
Signalization EA 0 0 0
Lighting EA 0 0 0
Landscape Architecture EA 0 0 0
Survey EA 0 0 0
Photogrammetry EA 0 0 0
ROW&Mapping EA 0 0 0
Terrestrial Mobile LiDAR EA 0 0 0
Architecture EA 5 1 5 Meeting with City(public works)and building permit
Noise Barriers EA 0 0 0
ITS Analysis EA 0 0 0
Geotechnical EA 0 0 0
—
Progress Meetings EA 0 0 0
Phase Reviews EA 0 0 0
Field Reviews EA 12 2 24 Field verification on wall and depth of water body at 100'intervals and other meetings with FPL and City
Total Project Manager Nistlilp :', - 29 •41 Total PM Meeting Hours carries to Task 3:6 above
Sea Wall.xlsx Page 774 of 2012
3.Project General Tasks Page 8 of 9 7/15/2021
Prolect Activity 3:General Tasks
Tek Task U16111- NJ .91 Units HotiasiUnit n
Notes:
1. If the hours per meeting vary In length(hours)enter the average in the hour/unit column.
2. Do not double count agency meetings between permitting agencies.
3. Protect manager meetings are calculated In each discipline sheet and brought forward to Column D,except for Photogrammetry.
Sea Wati.xlsx Page 775 of 2012 Page 7 of 9
3.Project General Tasks /121
Protect Activity 7:Utilities
Estimator: Indian Creek Drive Sea Wall
439228-2-58-01
Re resentin Print Name
Signature!Dab
FDOT District
Consultant Name
NOTE:Signature Block is optional,per District preference
Task •
Task Units No of Units Hours/Unit Tobi Comments
7.1 Utility Kickoff Meeting LS 1 2 2 Meeting is listed below
•
7.2 Identify Existing Utility Agency Owner(s) LS 1 0 0
•
7.3 Make Utility Contacts LS 1 18 18 9 Utilities,2 hours per utility contact;send plans to assure no crossings are encountered. FPL has
utilities crossing creek.
7.4 Exception Processing LS 1 0 0
7.5 Preliminary Utility Meeting LS 1 0 0 Meeting Is listed below
7.6 Individual/Field Meetings LS 1 6 6 Meetings are listed below
7.7 Collect and Review Plans and Data from UAO(s) LS 1 4 4 Assume 4 utilities are crossing the creek(FPL,ATT,Sewer and one additional)
7.8 Subordination of Easements Coordination LS 1 0 0
7.9 Utility Design Meeting LS 1 0 0 Meeting is listed below
710 Review Utility Markups&Work Schedules,and LS 1 0 0
Processing of Schedules&Agreements _ _ _
7.11 Utility Coordination/Followup LS 1 9 9 9 Utilities;send plans to assure no crossings are encountered. FPL has utilities crossing creek.
7.12 Utility Constructability Review LS 1 0 0
7.13 Additional Utility Services LS 1 D 0
7.14 Processing Utility Work by Highway Contractor(UWHC) LS 1 0 0
7.15 Contract Plans to UAO(s) LS 1 9 9 9 Utilities;send final plans
7.16 Certification/Close-Out LS 1 0 0
7.17 Other Utilities LS 1 8 8 Utility Work Schedule;Assume 4 utilities are crossing the creek(FPL,ATT,Sewer and one
additional)
Sea Wall.xlsx
7.Utilities Page 8 of 9 7/15/2021
Page 776 of 2012
Project Activity 7:Utilities
-. . .. 7.�itillth Tohl 56 :.,•:�. .. ... ,.: . .::
and maintenance of tiles,electronic folders and
• documents,developing progress reports,respond to
(calls)and compilation and submittal of project
documentation.
Totel PM Atbndanco at
Technkxl:Meetings • • Units No of Unib Hours/Unit. Hours . Number
Hours Meeting Required?
Kickoff(see 7.1) EA 1 2 2 0
Preliminary Meeting(see 7.5) EA 0 0 0 0
Individual UAO Meetings(see 7.6) EA 0 0 0 0
Field Meetings(see 7.6) EA 3 2 6 FPL,ATT and Public Works 0
Design Meeting(see 7.9) EA 0 0 0 0
Other Meetings(this is automatically added into Utilities TotalEA 0 0 0 0
(cell F27))
Total Meting* .. • B eta Protect Manager MeoNng.(caries to Tab 3) 0
• T I
Carries w Tab 3
•
Sea Wall.xlsx
7.Utilities Page 9 of 9 7/1512021
Page 777 of 2012
Indian Creek Seawall Design
CHROME ENGINEERING.INC.
SCOPE OF SERVICES
Date: 06115/2021
The work consists of developing contract documents for approximately 4,343 LF of a concrete pile and panel seawall, including the
structural evaluation of 1,612 LF of existing seawall to remain.Approximately 653 LF of existing seawall will be removed and replaced
with an 18"offset measured from the new seawall face to the wet face of the old seawall.
The contract drawings will consist of wall control drawings,notes and typical wall section depicting the City of Miami Beach pile and
panel standard bulkhead wall details.The proposed seawall will be located along the front face of the existing seawall wall within the
City owned parcels.Calculations following FDOT Structures Design Guidelines will be provided.
The work will be performed in accordance with FDOT design requirements,and includes the following tasks:
1. Develop horizontal and vertical wall layout geometry based on survey of the existing seawall depicting the location
of the proposed wall and baseline geometry.
2. Develop plan and elevation views of approximately 4,343 LF of retaining walls.
3. Develop typical wall section based on City of Miami Beach standard bulkhead wall, including provisions for
drainage and utility pipe crossings.
4. Provide reinforcing bar list for all concrete components.
5. Develop quantities and cost estimate.
6. Coordinate the work with the City of Miami Beach Engineer.
7. Review and incorporate existing available Geotechnical information for the project.
8. Provide visual structural inspections for existing sections of recently built seawall to remain. Provide certification
letter with repair recommendations retrofit existing installations, if required,for final inspection acceptance.This
evaluation includes the review of construction documentation (i.e. pile driving records, concrete tests, bill of
reinforcing bar installations)to be provided by City of Miami Beach.
9. Construction will be in accordance with FDOT Specifications.
10. Post design services including responses RFI's and shop drawing reviews.
11. Site visits for coordination as required.
Additional scope of work includes Specialty Inspector services for the construction of the seawalls. The required inspections
include, verification of prestressed pile installations, concrete panel installations, concrete cap installations including steel
reinforcing configurations.The inspections will be provided for all new seawall construction as well as all existing construction to
remain.
Fee Summary:
Design and Plans: $69,570.90
Special Inspector: $24,505.00
Total: $94,075.90
Prepared
car J.Cruz,PE, Principal
CHROME ENGINEERING,INC.-1665DW/RCefal IIriae.Vuite 205,Miami,Fl.33196 D:(305)432-6826
Name of Consultant Project Information Sheet
Financial Project identification Number: Federal Aid Protect identification Number.54321
Name of Prime I Subconaultant:Chrome Engineering,Inc. County:Miami-Dade
Project Description:Indian Creek Drive Seawall
Begin Milepost: End Milepost: Project Length: Mlles
Number of Lanes: Typical Section: (Urban/Rural/Int.) Lane Configuration: (Divided/Undivided)
Project Type: (Minor/Major) Access Management Classification: Roadway Classification: (NHSIFIHS/Off Sys.)
CAP Level: TTCP Level: Survey Level:
Design Variations:1. Design Exceptions:1.
2. 2.
3. 3.
4. 4.
5. 5.
Proposed Design Contract Time: months/days Date of Negotiation: Context Classification:
• Piof Attfhfity 6gma d By MpoNmd l:Jr:1 » firm) . . •
. 'Co 111#1 ft •):.. FPa .`. :4:Ron.uitant }DOT
3.Project Common&Project General Tasks Enter name&firm Enter name&office Enter name&firm Enter name&office
4.Roadway Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
5.Roadway Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
Ba.Drainage Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
-
fib.Drainage Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
7.Utilities Enter name&firm Enter name&office Enter name&firm Enter name&office
8.Environmental Permits and Env.Clearances Enter name&firm Enter name&office Enter name&firm Enter name&office
9.Structures Summary Oscar Cruz/Chrome Engineering Enter name&office Enter name&firm Enter name&office
10.Structures-Bridge Development Report Enter name&firm Enter name&office Enter name&firm Enter name&office
11.Structures-Temporary Bridge Enter name&firm Enter name&office Enter name&firm Enter name&office
12.Structures-Short Span Concrete Enter name&firm Enter name&office Enter name&firm Enter name&office
13.Structures-Medium Span Concrete Enter name&firm Enter name&office Enter name&firm Enter name&office
14.Structures-Structural Steel Enter name&firm Enter name&office Enter name&firm Enter name&office
15.Structures-Segmental Concrete Enter name&firm Enter name&office Enter name&firm - Enter name&office
16.Structures-Movable Span Enter name&firm Enter name&office Enter name&firm Enter name&office
17.Structures-Retaining Walls Oscar Cruz/Chrome Engineering Enter name&office Enter name&firm Enter name&office
18.Structures-Miscellaneous Oscar Cruz/Chrome Engineering Enter name&office Enter name&firm Enter name&office
19.Signing and Pavement Marking Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
20.Signing and Pavement Marking Plans Enter name&firm Enter name&office Enter name&finn Enter name&office
21.Signalization Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
22.Signalization Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
23.Lighting Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
24.Lighting Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
25.Landscape Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
26.Landscape Plans Enter name&firm Enter name&office Enter name&firm Enter name&office
27.Survey Enter name&firm Enter name&office Enter name&firm Enter name&office
28.Photogrammetry Enter name&firm Enter name&office Enter name&firm Enter name&office
29.Mapping Enter name&firm Enter name&office Enter name&firm Enter name&office
30.Terrestrial Mobile LiDAR Enter name&firm _ Enter name&office Enter name&firm Enter name&office
31.Architecture Development Enter name&firm Enter name&office Enter name&firm Enter name&office
32.Noise Barriers Impact Design Assessment Enter name&firm Enter name&office . Enter name&firm Enter name&office
33.Intelligent Transportation Systems Analysis Enter name&firm Enter name&office Enter name&firm Enter name&office
34.Intelligent Transportation Systems Plans Enter name&firm _ Enter name&office Enter name&firm Enter name&office
35.Geotechnical Enter name&firm Enter name&office Enter name&firm Enter name&office
36.3D Modeling Enter name&firm Enter name&office Enter name&firm Enter name&office
ICD_Seawall_roadbridgeshest_Chrome 061521.xlsx
Project Information Page 1 of 10 6/152021
Page 779 of 2012
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ESTIMATE OF WORK EFFORT AND COST-SUBCONSULTANT
Name of Project: Indian Creek Drive Seawall Consultant Name: Chrome Engineering,Inc.
County: Miami-Dade Consultant No.:
FPN: 0 Date: 6/152021
FAP No.: 54321 Estimator. Oscar J.Cruz,P.E.
Total stall Project Structural CADD Staff Clausal- Start Classi- Staff Classi- Staff Claeat- Staff Clasal- Staff Clam!. Staff Class/- Staff Ciassl- Staff Claael- SH Salary Average
Staff Classification Hours From Principal Engineer /Designer flcatlon 4 fication 5 flcatlon 6 flcatlon 7 ficatlon 8 fication 9 fication 10 ficatlon 11 ficatlon 12 By Cost By Rate Per
-SH Summary
Firm- $190.98 $128.58 $113.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 - $0.00 $0.00 Activ Activity Task
3.Project General end Project Common Tasks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 PDN/01
4.Roadway Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DN/01
5.Roadway Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DMO!
6a.Drainage Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 #ON/m
6$.Drainage Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 #00/01
7.Utilities 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #00//01
8.Environmental Permits,and Env.Clearances 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SO MN/Of
9.Structures-Misc.Tasks,Dwgs,Non-Tech, 166 8 75 83 0 0 0 0 0 0 0 o 0 168 520,550 $123.80
10.Structures-Bridge Development Report 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DNlS!
11.Structures-Temporary Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DN/0!
12.Structures•Short Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 #00//01
13.Structures-Medium Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #00//0!
14.Structures-Structural Steel Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SO #06001
15,Structures-Segmental Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #ON/OI
16.Structures-Movable Span 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 #DN/OI
17.Structures-Retaining Walls 348 17 157 174 0 0 0 0 0 0 0 0 0 348 $43,095 $123.84
18.Structures-Miscellaneous 48 2 22 24 0 0 0 0 0 0 0 0 0 48 55,923 $123.39
19.Signing&Pavement Marking Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SO #DNro!
20.Signing&Pavement Marking Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SD #DN/0!
21.Signalization Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 POW
22.Signalization Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 PDN/0I
23.Lighting Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 $ $0 PDN/0!
24,Lighting Plans 0 0 0 0 0 0 0 , 0 0 0 0 0 0 0 $0 #00//01
25.Landscape Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DN/0!
28.Landscape Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DN/01
27.Survey(Field&Office Support) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DN/01
28.Photogrammetry 0 0 $ 0 0 0 0 0 0 0 0 0 0 0 $0 #130//01
29.Mapping 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DN/0!
30.Terrestrial Mobile LiDAR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #00/01
31.Architecture Development 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 $0 #o0//01
32.Noise Barriers Impact Design Assessment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #DN/01
33.Intelligent Transportation Systems Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #00/01
34.Intelligent Transportation Systems Plans 0 0 0 0 0 0 0 0 0 0 0 O 0 0 $0 PDN/0!
35.Geotechnical 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 #oM0!
36.3D Modeling 0 0 0 0 0 0 0 0 O $ 0 0 0 0 $0 #00/01
Total Staff Hours 562 27 254 281 0 0 0 0 0 0 5 0 0 562
Total Staff Cost $5,155.92 $32,659.32 $31,755.66 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 50.00 _ $69,570.90 $123.79
Caa1• 569,069.24
SALARY RELATED COSTS: $69,570.90
OVERHEAD: I 0.00% $0.00
OPERATING MARGIN: 0.0% 50.00
Notes: FCCM(Facilities Capital Cost Money): 0.00% $0.00
1.This sheet to be used by Subconsultant to calculate its fee. EXPENSES: I F 0.00% $0.00
SUBTOTAL ESTIMATED FEE: $69,570.90
Survey(Field)I I 0 4-person crew 5 - /day $0.00
Geotechnical Field and Lab Testing $0.00
SUBTOTAL ESTIMATED FEE: $89,570.90
Optional Services I $0.00
GRAND TOTAL ESTIMATED FEE: $89,570.90
ICD_seawall_roadbmidgeshest_Chrome 061521adsc Page 782 of 2012
Fee Sheet-Sub Page 10 of 4 6/152021 8:21 PM
Project Activity 9:Structures Summery and Miscellaneous Tasks end brewing'
Estimator.Oscar J.Cruz,P.E. Indian Creek Dries Seewall
0
PAnt Nunn dlpfrtu�I Dao, . •
City of Miami Beach
Chrome Engineering,Inc. Oscar J.Cruz,P.E.
NOTE:Signature Block Is optional,per District preference
•
Dagen and and Produogon$10411o44s:
Task -
No. Task Unld• No.of Uft1U "re • No.d�flssb Total C011aflslib .
Unit •
Omura!Drawings .. - . •
9.1 Key Sheet and Index ofDrawings Sheet 0 0 0 0
9.2 Project Layout Sheet 2 12 2 24 2 500'scale sheets showing full length of Seawall Including.new construction,existing to
remain and existing to be reconstructed.
9.3 General Notes and Bid Item Notes Sheet 0 0 0 0
9.4 Miscellaneous Common Details Sheet 0 0 0 0
9.5 IncorporateReport of Core Borings Sheet 1 2 1 2 Review and Incorporation of existing geotechnical reports for the project
9.8 Standard Plane-Bridges LS 1 0 0
9.7 Existing Bridge Plans LS 1 4 4 Review Existing Seawall Plans
9.8 Assemble Plan Summary Boxes and Quantities LS1 8 8 Quantities for NII length of seawall
9.9 Cost Estimate LS 1 0 0
1.Inspect Edseng Seawall Sections to remain=2 insppectons x 5 hrs x 2 people=20 hrs
2.Review existing pile installation logs,bills of reinforcig,concrete mu test,etc,as
9.10' Existing Seawall to Romain Cortitimeon LS1 60 60 required to certify the installation of edekrg seawall sections to remain=10 toe.
3.Prepare and Submit Seawall Certelcation Report for existing seawall sections to remain.
Includes specifications for antlpated repair procedures=30 hrs.
•
ICD Seawtll_roadbridgeslrest_Chrana_081521.du
9,Structures Summery Page 783 of 2012 Page 5 of 10 6/1512021
farolect Activity 9:Structures Summary and Miscellaneous Tasks and Drawines
OtruatuM•Stannous and IlluedknasusTalks lad Drawings -. .. • S 90 '
Tuk:- Taak�., r .Total • Task 10 Tuk11. . •.Talkla Tisk9 . ;Tuk14 TnK10. Task 18. Task IT '.Task 10
10-16 Bridge 1 0 0 0 0 0 0 0 0
10-16 Bridge2 0
10-16 Bridge 3 0
10-16 Bddge4 0
10-16 Bridge 5 0
10-16 Bridge 6 0
10-16 Bridge 7 0
10-16 Bridge 8 0
10-16 Bridge 9 0 ' ,
10.16 Badge 10 0
17 Retaining Wella 348 348
18 Miscellaneous Structures 48 .' • .. 48
$WcRtlastasluNeat$ubtoht ; 390 0 0 0 •'0' 0 l) 0 348 • 48
Task Souls par .
Task (Ma No.of Unita Total Conanants
9.11 Field Reviews LS 1 12 12 2 people x 3 hews 42 Wafts
9.12 Technical Meetings LS 0 13 0
9.13 Quality AssurenceiQuelity Control LS % 5% 25
9.14 Independent Peer Review LS 1 0 0
9.15 Supervision LS % 5% 25
tltraltuYls Norllbt$!nkat 0u41otil' ?: : BZ..
9.16 Coordination LS 1 6 6 Roadway=2 hrs,Geotech=2 has,Beatles=1
9.3fructa a s-Summary and isos ii air.Tasks and tOR i1i 180 .
. ,- l�lAlgrrdann
Technical Maaaltps Units No of Unita Noursl Unit. Total Hours -Contmanta :artisan; Nuxnbsr
BDR Coordina0oNReview EA 0 0 0 0
90/100%Comment Review EA 0 0 0 0
-
Aesthetics Coordination EA 0 0 0 0
Regulator/Agency EA 2 2 4 0
Local Govemrneme(cities,counties) EA 0 0 0 0
Utility Companies FA 0 0 0 0
Other Meetings FA 0 0 0 0
suldotslTadadollMSMags - 4 1 . • 1 I o
Progress Meetings(it required by FDOT) EA 0 0 0 PM attendance et Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings FA 3 3 9 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Toll,Nlss11n0s•:.:: c< 13 Tahal:IvoJaotMlantYsrMaranpa(an€attOTab3t':: 0 ..
Ctd salt dfnatoT03
ICD Seawdl_roedbrldgeshest m
Chroe_061521.elsx
9.Structures Summary Psge a of 10 6x15/2021
Page 784 of 2012
Project Activity 17:Retaining Walls
Estimator. Indian Creek Drive Seawall
0
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City of Miami Beach
Consultant Name Oscar J.Cruz,P.E.
NOTE:Signature Block is optional,per District preference
Yeah : '''':':''::;'•':.::f1::...:1.:':.":.::';'..::::!: ') iill''j::;!!,!E !•,?::: :;:;6:: :::::::::C,Pli Unit ii;':•;,•;iiii;Ii;i;:.:•;;i44i:-'..:.'sloco:', 4;4;i:i.;i4;; ,.::',•!..:... ..;':-.';':'":-•:. . . ...:,!":!,•:: -•0'.',.• ; ii;ii.i4!....:••••:' :''.:;i•:::::::'..:::"'' ,•••••''' '':-'••.:7:i:' '.,:---7,7::_:-'-'::.;:'
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.:,.:::...0ii.A0.01Ra40104,66*•;,::•...:.] ::::;!;-:::.. .:...;:;,. ::::::::n.,:•:...?..,••.;; ::,4,i-....,.........,.,•:p.,...•,,,.:..:•::::..::!..:11... ..... :...:-:-.:..: ::.:!•:,•E::!•;:-::: : •-: .,...... ".:!..:::,,,-.,.:!:: :•;.:::::•••.,!,':::::...,:::!.:::i.....:•-:•!:• .•::::-.., .,:i..:,.,:' ..:E=....:,!:!••,,.!::!•;;.:,..,,,::::,:•: •,-.5:5,....-::-..-...,..7:::.:.:••,......:,!...:!...;h:',;:,!....,,..:,:!,_ , :...............,: ..!.... .... •.. . ••.:,•..::......;:::!;,::..:::.:::••••:.-.-::.::.......,,
17.1 Key Sheet Sheet 1 16 1 16 'Seawall Key sheet and Index of drawings including overall length of 4,343 If.
17.2 Horizontal Wall Geometry Per Wall 1 12 12 Determine Wall limits for sections to remain,to he reconstructed and new construction.
17.3 Vertical Wall Geometry Per Wall 0 0 0
17.4 Semi-Standard Drawings Sheet 0 0 0 0
— —
17.5 Wall Plan and Elevations(Control Drawings) Sheet 0 0 0 0
17.6 Details Sheet 0 0 0 0
±:i...''..irili1lttKI#461::Pkpilf0,16i1Wifil*,,q : 1: ::!,''...',',.::,:: :::;',...:]:•,,,-,....:.:;, ',..1p:72.,.,•. :::..V .:i!:;:.•;:,:.1. :,;.?:c,,.-.,,::::::::,;-•••,:;••.,:::::.,,:::::•:.•.,•,:,...,i„,:.....:,....,:,i,,•,.,,.:,...::•:.•:,, ,:,•:,•••,,•„:,::;,•.,..., ::.,:., 7.; ,,....,,,,,,:,.....,..,.„..,::.:!,..,.,,!,,,.::.,:,,„,:,,„,:,,,,,,,:,..<:,,,,,,,,,;,,..,..::::,,,,,,,,,,,,,,„;.. ,. . ,. . , ....:.: ..;.... ...., . .,..., ;. . :.
17.7 Vertical Wall Geometry Per Wall 0 0 0
17.8 Semi-Standard Drawings Sheet 0 0 0 0
17.9 Wall Plan and Elevations(Control Drawings) Sheet 0 0 0 0
17.10 Details Sheet 0 0 0 0
''.'::..'i,.'.:::••:_,Cikat4ii*Ii4ifkfitAtOlkt WillIC...`:!•:1:::gf:::: ;'•:',:Stt :i::-.::..g•-':-': ":1:4:*• :',i." 6:.:: : :,.... .!'.:,':',1 ::',..':'::'•.-.;:.. !:''!!:.]::!2.::-:'..:.: :...1 ::::-:qf•-:6.t":•!:YtI:':;•: ::::.:'::•!':•,:...''•-:• • ••'-' 1: ;••••:: ::::?'::.E::::::i':-:' 41.:-. ...1:•'-:••:- :;3!::::Y.. i!:..; : ]'. :::::,..:•.',:':::::.::::' :.-;:.::: .-'...•:-.'-:.... :::::'•:•:.!::::'-'1:::'./:•;::::: :.'.'::.
17.11 Design - EA Design 0 0 0
. _
17.12 Vertical Wall Geometry EA Wall 0 0 0
17.13 General Notes Sheet 0 0 0 0
17.14 Wall Plan and Elevations(Control Drawings) Sheet 0 0 0 0
17.15 Sections and Details Sheet 0 0 0 0
17.16 Reinforcing Bar List Sheet 0 0 0 0
ICD_Seawall_roadbridgeshest_Chrome_061521.xlsx
17.Str-Retaining Walls Page 7 of 10 6/15/2021
Page 785 of 2012
ProleetActivity 17:Retaining Walls
Task Unit NoNod of llnits Hours!Unit • Total Hours. Communis.
: Sheets .::
Other Retaining Walls and Bulkheads.
17.17 Design EA Design 1 32 32 Includes the design of king piles=8 hrs,vertical piles=8 hrs,concrete cap 8 hrs,and concrete panels=8 hrs.=32
hrs.
17.18 Vertical Wall Geometry EA Wall 2 16 32 Determine Wall vertical geometry for sections to be reconstructed and new construction.
17.19 General Notes,Tables and Misc.Details Sheet 1 16 1 16
17.20 Wall Plan and Elevations Sheet 10 12 10 120 Includes 4,343 If/450 If/sheet=10 sheets(40 Scale)
Seawall Section for new construction=20 hrs.
Seawall Section for existing condition missing panels and cap(retrofit)=16 hrs.
Concrete Panel Details=8 hrs.
17.21 Details Sheet 1 120 1 120 Concrete Cap Details including open joints and expansion joints=24 hrs.
Connection Details to existing Seawalls to remain=12 hrs.
Special Details at Pump Station=20 hrs.
Reinforcing Bar List=2 sheets at 10 hrs=20 hrs.
17.Structures•Retaining Walls Total 13 348
•
I C D_S e awa l(_ro a d b r i d g e s h e st_C h ro m e_061521.xl sx
17.Str-Retaining Walls Page 8 of 10 6/152021
Page 786 of 2012
Protect Activity 18;Mlscellaneoua Structures
Estimator.Oscar J.Cruz,P.E. Indian Creek Drive Seawall
0
,,,IllpnnlAhg
.• Pmt I m ,. dgn�etts/OiY
City of Miami Beach
Chrome Engineering,Inc. Oscar J.Cruz,P.E.
NOTE:Signature Block la optional,par District preference
bek
No. 7�Nt UpM Unb HounlUnit Bim. �� Coolltnnb
Confab eon Cutestt . •
18.1 Concrete Box Culverts EA 0 0 0
-
18.2 Concrete Box Culverts Extensions EA Extension 0 0 0
18.3 Concrete Box Culvert Data Table Plan SheetsSheet 0 0 0 0
1
18.4 Concrete Box Culvert Special Details Plan Sheets Sheet 0 0 0 0
•S6 In Poly _ - .
Initial Config 0 0 0
18.5 Steel Strain Poles EA Add1 0 0 0
Cantg
Initial Config 0 0 0
18.6 Concrete Strain Poles EA Addl 0 0 0
Config
18.7 Strain Pole Data Table Plan Sheets Sheet 0 0 0 0
18.8 Strain Pole Special Details Plan Sheets Sheet 0 0 0 0
Ilya Mrs .
. 18.9 Mast Arms EA Design 0 0 0
18.10 Mast Arms Data Table Plan Sheets Sheet 0 0 0 0
18.11 Mast Arm Special Details Plan Sheets Sheet 0 0 0 0
OrathsoQlWntHavar6lpnBtruedzfer .. _ ,
18.12 Cantilever Sign Structures EA Design 0 0 0
18.13 Overhead Span Sign Structures EA Design 0 0 0
18.14 Spada](Long Span)Overhead Span Sign Structures EA Design 0 0 0
18.15 Monotube Overhead Sign Structure EA Design 0 0 0
18.16 Bridge Mounted Signs(Attached to Superetr.) EA Design 0 0 0
18.17 Overhead and Cantilever Sign Structures Data Table Sheet 0 0 0 0
Plan Sheets .
18.18 Overhead and Cantilever Sign Structures Special Sheet 0 0 0 0
Details Plan Sheets
Nlph[wlst Uphtittp
18.19 Non-Standard High Meet Lighting Structures EA Design 0 0 0
18.20 High Mast Lighting Special Details Plan Sheets Sheet 0 0 0 0
Notre Banta'Witlb(Omand Moltnl) .
18.21 Horizontal Wall Geometry EA Wall_ 0 0 0
18.22 Vertical Well Geometry EA Well 0 0 0 •
18.23 Summary of Quantities-Aesthetic Requirements Sheet 0 0 0 0
18.24 Control Drawings Sheet 0 0 0 0
18.25 Design of Noise Barrier Walls Covered by Standards EA Design Cl 0 0
1826 Design of Noise Barrier Walls Not Covered by EA Design 0 0 0
Standards —
18.27 Aesthetic Details LS 1 0 0
ICD Seawslt_roadbridaeshast Chroma_061521.pu
18.Structures-Mxtlleneoua Page 787 of 2012 Page 9 of 10 8/15/2021
•
Protect Activity 18:Miscellaneous Structures
Specie!Structures .. •
1828 Fender System LS 1 0 0
18.29 Fender System Access LS 1 0 0 .
18.30 Special Structures LS 1 0 0
Post Design Services:
1.1 meeting/month x 12 months x 2 hrs=24 hon
2.Responses to RFPs,ASSUME.4 RFI's at 2 hours=8 hrs.
18.31 Other Structures L S 1 48 48 3.Shap Drawing Reviews.:Total=18 hrs.
3e.Prestressed Piles=4 hrs.
3b.Prestressed King Piles=4 hrs.
Sc.Concrete Panels=4 hrs.
3d.Aluminum Hand Rail=4 hrs.
Menem Structures Report ''-• '. .. _ . . .
1832 Condition Evaluation of Signal and Sign Structures,and EA xtrndure 0 0 0 0
High Mast Light Poles
Condition Evaluation of Signal and Sign Structures,and
18.33 High Mast Light Poles(No As built or Design Plans EA structure 0 0 0 0
Available)
1834 Analytical Evaluation of Signal and Sign Structures,end EA structure 0 0 0 0
High Mast Light Poles
18.35 Ancillary Structures Report LS 1 0 0
1$.1$ tuna=08 tllinrowToafc cro, 48 _r "
•
•
ICD Saawall_rcadbddgeshrmt CMwne_081521.xlax
10.Strudurw-Mx9lerrwua Page 788 of 2012 P00,100110 6/15/2021
Description: Specialty Inspector Services Date: 6/15/2021
Client: City of Miami Beach
Consulant: Chrome Engineering, Inc.
Project: Seawall at Indian Creek Drive from 25th St.to 41st.(Concrete Pile and Panel System)
Wall Length Inspections
Item Wall No. Special Inspection Description LF/Day (ft) Required
1 1 New Seawall Construction 75 2732 37
2 1 Existing Seawall to remain 110 1612 15
Subtotal 52
Special Inspector Name: Rate Inspection Fee$ Total Total Fee($)
Duration(hrs) Inspections
Morgan Villanueva, P.E 120.94 3.90 $471.25 52 $24,505.00
•
Prepared By: Oscar J. Cruz, PE
Position: Principal
Page 789 of 2012
•
RESOLUTION NO. 2016-29456
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE
CITY OF MIAMI BEACH, FLORIDA, AS IT PERTAINS TO THE CITY
CONSTRUCTION PROJECT REFERRED TO AS THE "INDIAN CREEK
DRIVE/STATE ROAD (SR) A1A, 26 STREET TO 41 STREET -
FLOODING MITIGATION PROJECT" [HEREINAFTER "PROJECT"],
AND, WITH RESPECT TO THE PROJECT, ACCEPTING THE
FINDINGS AND RECOMMENDATION OF THE CITY MANAGER
CERTIFYING A VALID PUBLIC EMERGENCY PURSUANT TO
SUBSECTIONS 287.055(3)(a)(1) AND (9)(c)(6), FLORIDA STATUTES;
AND, AS PERMITTED PURSUANT TO SUBSECTION 2-367(e) OF THE
CITY CODE, WAIVING, BY 5/7THS VOTE, THE COMPETITIVE
BIDDING REQUIREMENT RELATING TO THIS PROCUREMENT,
FINDING SUCH WAIVER TO BE IN THE BEST INTEREST OF THE
CITY, AND AUTHORIZING THE CITY MANAGER TO NEGOTIATE A
PROFESSIONAL SERVICES AGREEMENT WITH RIBBECK
ENGINEERING, IN AN AMOUNT NOT TO EXCEED $407,851, FOR THE
PREPARATION OF A DESIGN CRITERIA PACKAGE (DCP) AND
CONCEPTUAL PLANS WHICH COMPLIES WITH THE
SPECIFICATIONS SET FORTH UNDER SECTION 287.055(2)0),
FLORIDA STATUTES.
WHEREAS, on September 27, 2015, the City experienced severe tidal flooding
caused by King Tides of 1.12 feet above mean high water, in the area of Indian Creek
Drive, from 26` to 415` Streets, which severely impacted both pedestrian and vehicular
traffic for several days; and
WHEREAS, at its March 9, 2016 meeting, the City Commission approved
Resolution No. 2016-29332, approving and authorizing the City to negotiate and enter
into an agreement with the Florida Department of Transportation (FDOT) for the cost
sharing of a construction project on Indian Creek Drive, from 26`h to 41st Streets, to
increase the height of the seawall along Indian Creek Drive, and to increase the
elevation of the road to "future crown of the road;"and
WHEREAS, to avoid continued tidal flooding and severe flooding caused by high
intensity rainfall events, the City, in conjunction with FDOT, must implement
infrastructure improvements which will include a new storm water drainage system,
pump station, and seawall; and
WHEREAS, the existing roadway, curbs, gutters and sidewalks will be elevated
to meet new flood elevation requirements, and existing driveways, light poles, signals,
signage and pavement markings will be replaced to match new road-way alignment and
configuration; and
WHEREAS, the City and FDOT are finalizing the cost sharing agreement, and
the City desires to immediately begin the scope of work relative to constructing all the
improvements that would protect Indian Creek Drive from flooding; and
Page 790 of 2012
WHEREAS, over the past year the City has been provided overwhelming
supporting documents relating to of the extreme flooding emergency conditions
projected by NOAA for King Tides in the Fall of 2016 and the effective of the King Tides
on Indian Creek Drive; and
WHEREAS, the Administration believes that given the current condition of Indian
Creek Drive, and the periodic flooding and closure of the road due to said flooding
issues, there are extensive existing and potential future community hardships, including
serious impacts to quality of life issues, to justify the necessity of beginning construction
on Indian Creek Drive immediately; and
WHEREAS, the conditions in the area are so drastic and will only worsen if the
work is postponed in order to go through a three (3) to six (6) month competitive
procurement process; and
WHEREAS, due to the foregoing, and due to the fact that Ribbeck Engineering is
already performing work in the area for FDOT, the City Manager, in assessing the
totality of factors giving rise to this situation, believes there is ample support to find and
certify to the City Commission that a public emergency exists and that it is in the best
interest of the City to waive competitive bidding; and
WHEREAS, to avoid coordination problems and construction delays, the City
would benefit from using Ribbeck Engineering, which has an existing contract with
FDOT to provide right-of-way design services; and
WHEREAS, Ribbeck has the knowledge and expertise to address the flooding
related concerns for Indian Creek Drive; the City Administration seeks to enter into an
agreement with Ribbeck for preparation of a design criteria package (DCP); and
WHEREAS, the DCP for Indian Creek Drive shall include roadway, drainage,
signing & pavement markings, and signalization and shall include all FDOT design
requirements.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND THE
CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, the Mayor and City
Commission, as it pertains to the City construction project referred to as the "Indian
Creek Drive/State Road (SR) A1A, 26 Street to 41 Street - Flooding Mitigation Project"
[hereinafter "Project' , and, with respect to the Project, accepting the findings and
recommendation of the City Manager certifying a valid public emergency pursuant to
Subsections 287.055(3)(a)(1) and (9)(c)(6), Florida Statute; and, as permitted pursuant
to Subsection 2-367(e) of the City Code, waiving, by 5/7ths vote, Competitive Bidding
Requirements relating to this procurement of the services of Ribbeck Engineering
[Ribbeck), finding such waiver to be in the best interest of the City; and authorizing the
City Manager to negotiate a Professional Services Agreement with Ribbeck, in an
amount not to exceed $407,851, for the preparation of a Design Criteria Package (DCP)
and conceptual plans which complies with the specifications set forth under Section
287.055(2)(j), Florida Statute.
Page 791 of 2012
PASSED AND ADOPTED this 8th day of June, 2016.
i/
ATTEST:
Mayor Philip,
J u r:E Di tco�
Rafael Gr nado, City Clerk
OVED AS TO
FORM & LANGUAGE
& FOR EXECUTION
41,06A' 1.(6 VP
Ity Attorney Date
T:WGENDA\2016Uune\Public Works\Indian Creek Improvements Resoultion revised 6-2-2016.docx
•
•
Page 792 of 2012
2017-29839
RESOLUTION NO.
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, ACCEPTING THE FINDINGS AND WRITTEN
RECOMMENDATION OF THE CITY MANAGER WITH RESPECT TO THE
INDIAN CREEK DRIVE/STATE ROAD (SR)A1A, 26 STREET TO 41 STREET
-FLOODING MITIGATION PROJECT(THE "PROJECT"), AND CERTIFYING
A VALID PUBLIC EMERGENCY PURSUANT TO SUBSECTIONS
287.055(3)(a)(1)AND(9)(c)(6), FLORIDA STATUTES; AND, AS PERMITTED
PURSUANT TO SUBSECTION 2-367(e) OF THE CITY CODE, WAIVING, BY
517THS VOTE, THE COMPETITIVE BIDDING REQUIREMENT, FINDING
FURTHER THAT THE BEST INTEREST OF THE CITY WOULD BE SERVED
BY SUCH WAIVER; AUTHORIZING THE CITY MANAGER OR HIS
DESIGNEE TO NEGOTIATE AMENDMENT NO. 1 TO THE PROFESSIONAL
SERVICES AGREEMENT WITH RIBBECK ENGINEERING, APPROVED
PURSUANT TO RESOLUTION NO. 2016-29456, FOR THE PROJECT; SAID
AMENDMENT IN THE AMOUNT OF $863,171.92 PLUS A $86,317.19
CONTINGENCY, FOR A TOTAL AMOUNT OF $949,489.11, TO PROVIDE
FOR THE PREPARATION OF A SET OF CONSTRUCTION PLANS FROM
25TH TO 26TH STREET, AND 26TH TO 41ST STREET, INCLUDING
SIDESTREETS ALONG THE ENTIRE PROJECT LIMITS, WITH THE
CONSTRUCTION PLANS TO INCLUDE ROADWAY, TRAFFIC CONTROL
PLANS, SEAWALL, DRAINAGE, SIGNING AND PAVEMENT MARKINGS,
LIGHTING AND SIGNALIZATION COMPONENTS, AND RELATED
IMPROVEMENTS.
WHEREAS, on September 27, 2015, the City experienced severe tidal flooding caused
by King Tides of 1.12 feet above mean high water, in the area of Indian Creek Drive, from 26th
to 41St Streets, which severely impacted both pedestrian and vehicular traffic for several days;
and
WHEREAS, to avoid continued tidal flooding and severe flooding caused by high
intensity rainfall events, the City, in conjunction with FDOT, must implement, as expeditiously as
possible, infrastructure improvements which will include a new storm water drainage system,
pump station, and seawall; and
WHEREAS, at its March 9, 2016 meeting, the City Commission adopted Resolution No.
2016-29332, approving an agreement between the City and Florida Department of
Transportation (FDOT) for the cost sharing of a construction project on Indian Creek Drive from
26th to 41st Streets, for certain infrastructure improvements that will include a new storm water
drainage system pump station and seawall; improvements to the existing roadway, curbs,
gutters and sidewalks, which will be elevated to meet new flood elevation requirements; and
improvements to driveways, light poles, signals, signage and pavement markings, which will be
replaced to match the new roadway alignment and configuration; and
WHEREAS, at the June 8, 2016 meeting, the City Commission authorized the award of
a Professional Service Agreement with Ribbeck Engineering, Inc., in the amount of $407,851,
with a scope of services which consists of developing a Design Criteria Package (DCP) and
conceptual plans for the design build construction of approximately 0.85 miles of Indian Creek
Drive, with the conceptual plans and DCP to be developed in accordance with FDOT design
requirements and City of Miami Beach requirements; and
Page 793 of 2012
WHEREAS, the Administration continues to believe that the findings certified in
Resolution No. 2016-29332 continue to exist, and that given the current condition of Indian
Creek Drive, and the periodic flooding and closure of the road due to said flooding issues, there
are extensive existing and potential future community hardships, including serious impacts to
quality of life issues, to justify the necessity of beginning construction on Indian Creek Drive
immediately; and
WHEREAS, the conditions in the area are so drastic and will only worsen if the work is
postponed in order to go through a three (3) to six (6) month competitive procurement process;
and
WHEREAS, in furtherance of the initiative to protect residents from tidal flooding within
the City of Miami Beach,the Public Works Department is requesting an additional scope of work
from Ribbeck Engineering, Inc., for the preparation of a set of interim construction plans from
25th to 26th Street and 26th to 41st Street, including side streets along the entire Project limits
of approximately 1.7 miles of roadway; the construction plans will include detailed roadway,
traffic control plans and analysis, seawall plans,drainage analysis and plans, signing, pavement
markings, lighting and signalization components, and related improvements, and the scope will
include a design variations memorandum and reports including crash data analysis and benefit
cost ratios which are required on FDOT projects, and which will adhere to FDOT design criteria
as well as City of Miami Beach contract requirements; and
WHEREAS, the interim construction plans are required in order to construct a 72" main
trunk along Indian Creek Drive, as well as to provide drainage improvements along the
aforementioned side streets, by upsizing the existing drainage lines to 24 inches, and the design
of pump station structure will also be part of the interim plans; and
WHEREAS, the cost proposal is in the amount of $863,171.92 for the preparation of
interim construction plans, plus a contingency of ten percent (10%) ($86,317.19) that has been
added,for a total amount of$949,489.11; and
WHEREAS, a scope of work has been provided and is attached as Exhibit 1 to the
Commission Memorandum accompanying this Resolution, along with the proposed hours of
effort for the work, attached as Exhibit 2 thereto, and providing that Ribbeck Engineering and
subcontractors will perform the work under the same hourly rates and percentages for overhead
and profit as their contract with FOOT; and
WHEREAS, due to the foregoing tidal flooding conditions and the urgent need for
completion of the Project, and due to the fact that Ribbeck Engineering is already performing
work on the Project, the City Manager, in assessing the totality of factors giving rise to this
situation, believes there is ample support to find and certify to the City Commission that a public
emergency exists and that it is in the best interest of the City to waive competitive bidding, as
the City would greatly benefit from utilizing Ribbeck to avoid coordination problems and
construction delays; and
WHEREAS, pursuant to the City's cost sharing agreement with FOOT for the Project,
FOOT has provided the City with notice of its concurrence to use of FDOT funds for its portion
of the costs associated with the scope of work that Ribbeck Engineering will perform under
Amendment No. 1 and, if this Resolution is adopted, the City will submit to FDOT the requisite
compliance certifications to FOOT, pursuant to the Agreement's terms.
Page 794 of 2012
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND THE CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA,. that the Mayor and City
Commission hereby accept the findings and written recommendation of the City Manager with
respect to the Indian Creek Drive/State Road (SR) A1A, 26th Street to 41st Street - Flooding
Mitigation Project (the "Project"), and certifying a valid public emergency pursuant to
Subsections 287.055(3)(a)(1) and (9)(c)(6), Florida Statutes; and, as permitted pursuant to
Subsection 2-367(e) of the City Code, waiving, by 5/7ths vote, the competitive bidding
requirement, finding further that the best interest of the City would be served by such waiver;
authorizing the City Manager or his designee to negotiate Amendment No. 1 to the Professional
Services Agreement with Ribbeck Engineering, approved pursuant to Resolution No. 2016-
29456, for the Project; said Amendment in the amount of $863,171.92 plus a $86,317.19
contingency, for a total amount of $949,489.11, to provide for the preparation of a set of
construction plans from 25th to 26th street, and 26th to 41st street, including sidestreets along
the entire project limits, with the construction plans to include roadway, traffic control plans,
seawall, drainage, signing and pavement markings, lighting and signalization components, and
related improvements.
PASSED AND ADOPTED this&day of April, 2017.
•
ATTEST:
/ .Airf
Mayor Ph,'Le
Rafael Granad s. (REA''� 1 t
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P51 i
••IRA. �: APPROVED AS TO
.\OD'p , ',tO FORM&LANGUAGE
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'` ftm-i g, c- t't.'. : 4 -/4- kri
CityAttom q e,e Deis
Page 795 of 2012
RESOLUTION NO. 2017-30070
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, ACCEPTING THE FINDINGS AND WRITTEN
RECOMMENDATION OF THE CITY MANAGER WITH RESPECT TO THE
INDIAN CREEK DRIVE/STATE ROAD(SR)A1A, 26 STREET TO 41 STREET
-FLOODING MITIGATION PROJECT (THE "PROJECT"),AND CERTIFYING
A VALID PUBLIC EMERGENCY PURSUANT TO SUBSECTIONS
287.055(3)(a)(1)AND (9)(c)(6), FLORIDA STATUTES; AND, AS PERMITTED
PURSUANT TO SUBSECTION 2-367(e) OF THE CITY CODE,WAIVING, BY
5/7THS VOTE, THE COMPETITIVE BIDDING REQUIREMENT, FINDING
FURTHER THAT THE BEST INTEREST OF THE CITY WOULD BE SERVED
BY SUCH WAIVER; AUTHORIZING THE CITY MANAGER OR HIS
DESIGNEE TO NEGOTIATE AND FINALIZE AMENDMENT NO. 2 TO THE
PROFESSIONAL SERVICES AGREEMENT WITH RIBBECK ENGINEERING,
INC.; SAID AMENDMENT IN THE AMOUNT OF $1,056,347.77 PLUS A
$158,452.17 OWNER'S CONTINGENCY, FOR A TOTAL AMOUNT OF
$1,214,799.94, TO PROVIDE FOR THE PREPARATION OF THE FINAL SET
OF COMPLETE SIGNED AND SEALED CONSTRUCTION PLANS FROM
25TH TO 26TH STREET, AND 26TH TO 41ST STREET, INCLUDING
SIDESTREETS ALONG THE ENTIRE PROJECT LIMITS, WITH THE
CONSTRUCTION PLANS TO INCLUDE ROADWAY, TRAFFIC CONTROL
PLANS, SEAWALL, DRAINAGE, SIGNING AND PAVEMENT MARKINGS,
LIGHTING AND SIGNALIZATION COMPONENTS, AND RELATED
IMPROVEMENTS.
WHEREAS, on September 27, 2015, the City experienced severe tidal flooding caused
by King Tides of 1.12 feet above mean high water, in the area of Indian Creek Drive, from 26th
to 41st Streets, which severely impacted both pedestrian and vehicular traffic for several days;
and
WHEREAS, to avoid continued tidal flooding and severe flooding caused by high
intensity rainfall events, the City, in conjunction with FDOT, must implement, as expeditiously as
possible, infrastructure improvements which will include a new storm water drainage system,
pump station, and seawall; and
WHEREAS, at its March 9, 2016 meeting, the City Commission adopted Resolution No.
2016-29332, approving an agreement between the City and Florida Department of
Transportation (FDOT)for the cost sharing of a construction project on Indian Creek Drive from
26th to 41st Streets, for certain infrastructure improvements that will include a new storm water
drainage system pump station and seawall; improvements to the existing roadway, curbs,
gutters and sidewalks, which will be elevated to meet new flood elevation requirements; and
improvements to driveways, light poles, signals, signage and pavement markings, which will be
replaced to match the new roadway alignment and configuration; and
WHEREAS, at the June 8, 2016 meeting, the City Commission authorized the award of
a Professional Service Agreement with Ribbeck Engineering, Inc., in the amount of $407,851,
with a scope of services which consists of developing a Design Criteria Package (DCP) and
conceptual plans for the design build construction of approximately 0.85 miles of Indian Creek
Drive, with the conceptual plans and DCP to be developed in accordance with FDOT design
requirements and City of Miami Beach requirements; and
Page 796 of 2012
WHEREAS, the Administration continues to believe that the findings certified in
Resolution No. 2016-29332 continue to exist, and that given the current condition of Indian
Creek Drive, and the periodic flooding and closure of the road due to said flooding issues, there
are extensive existing and potential future community hardships, including serious impacts to
quality of life issues, to justify the necessity of beginning construction on Indian Creek Drive
immediately; and
WHEREAS, the conditions in the area are so drastic and will only worsen if the work is
postponed in order to go through a three (3) to six (6) month competitive procurement process;
and
WHEREAS, on April 26, 2017, in furtherance of the initiative to protect residents from
tidal flooding within the City of Miami Beach, the Mayor and City Commission approved
Resolution No. 2017-29839, authorizing Amendment No. 1 to the Agreement with Ribbeck
Engineering, Inc., to provide for an expanded scope of work for the preparation of a set of
interim construction plans from 25th to 26th Street and 26th to 41st Street, including side streets
along the entire Project limits of approximately 1.7 miles of roadway; with such interim plans to
adhere to FDOT design criteria as well as City of Miami Beach contract requirements; and
WHEREAS, in Resolution No. 2017-29839, due to the foregoing tidal flooding conditions
and the urgent need for completion of the Project, and due to the fact that Ribbeck Engineering
was already performing work on the Project, the City Manager, in assessing the totality of
factors giving rise to this situation, certified to the City Commission, and the City Commission
accepted, that a public emergency existed and that it was in the best interest of the City to
waive competitive bidding, as the City would greatly benefit from utilizing Ribbeck to avoid
coordination problems and construction delays; and
WHEREAS, the City's funding agreement with FDOT stipulates that the Project shall be
implemented in two (2) construction phases, namely (1) the Interim Phase (which is currently
underway), and which includes the underground drainage construction component, including
drainage pipes ranging in size up to 72 inches in diameter, drainage structures, the pump
station structure and roadway drainage system reconstruction; and (2) the "Ultimate Phase,"
which includes the roadway reconstruction component, raising the roadway and harmonization
to final grade; and
WHEREAS, with respect to the Ultimate Phase design and construction work, FDOT
and the City previously contemplated for the Ultimate Phase portion of the Project to be
completed by a design-build team selected through a competitive bid procurement process; and
WHEREAS, the project Interim Phase has been under construction for almost one year,
and due to lessons learned during this process, as well as unique conditions and constraints
applicable to this Project, FDOT and City staff believe that, rather than proceed 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, in furtherance of the initiative to expedite the construction of the Ultimate
Phase and protect residents from tidal flooding within the City of Miami Beach, the Public Works
Department has requested an additional scope of work from Ribbeck Engineering, Inc., for the
preparation of a set of Ultimate Phase construction plans from 25th to 41st Street, including side
streets along the entire Project limits of approximately 1.7 miles of roadway; the final
construction plans will include detailed roadway, traffic control plans and analysis, seawall
plans, drainage analysis and plans, signing, pavement markings, lighting and signalization
Page 797 of 2012
components, and related improvements, and the scope will include a design variations
memorandum and reports including crash data analysis and benefit cost .ratios which are
required on FDOT projects, and which will adhere to FDOT design criteria as well as City of
Miami Beach contract requirements; and
WHEREAS, the Ultimate Phase construction plans are required in order to be able to
complete the electrical and mechanical design of the pump station which will reduced the time
and cost of temporary pumps. Only the design and construction of the pump station structures
were included as part of the interim design; and
WHEREAS, the cost proposal for the Ultimate Phase scope of services, including final
construction plans, is in the amount of $1,056,347.77, plus an Owner's Contingency of fifteen
percent (15%), in the amount of $158,452.17, for a total amount of $1,214,799.94 for the
Ultimate Phase work; and
WHEREAS, a scope of work is attached as Exhibit 1, and the proposed hours of effort
for the work is attached as Exhibit 2 thereto, and provides that Ribbeck Engineering and
subcontractors will perform the work under the same hourly rates and percentages for overhead
and profit as in its contract with FDOT; and
WHEREAS, due to the foregoing tidal flooding conditions and the urgent need for the
completion of the Project, and due to the fact that Ribbeck Engineering is already performing
work on the Project, the City Manager, in assessing the totality of factors giving rise to this
situation, believes there is ample support to find and certify to the City Commission that the
public emergency, as certified in Resolution No. 2016-29332 and Resolution No. 2017-29839
continues to exist, and that it is in the best interest of the City to waive competitive bidding, as
the City would greatly benefit from utilizing Ribbeck to avoid coordination problems and
construction delays; and
WHEREAS, the City will be funding the design costs set forth in this Amendment No. 2,
at its sole expense, pursuant to the cost-sharing agreement with FDOT; and
WHEREAS, the proposed Amendment No. 2 is attached as Exhibit "C" to the
Commission Memorandum accompanying this Resolution.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND THE CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City
Commission hereby accept the findings and written recommendation of the City Manager with
respect to the Indian Creek Drive/State Road (SR) A1A, 26th Street to 41st Street - Flooding
Mitigation Project (the "Project"), and certifying a valid public emergency pursuant to
Subsections 287.055(3)(a)(1) and (9)(c)(6), Florida Statutes; and, as permitted pursuant to
Subsection 2-367(e) of the City Code, waiving, by 5/7ths vote, the competitive bidding
requirement, finding further that the best interest of the City would be served by such waiver;
authorizing the City Manager or his designee to negotiate and finalize Amendment No. 2 to the
Professional Services Agreement with Ribbeck Engineering, approved pursuant to Resolution
No. 2016-29456, for the Project; said Amendment No. 2 in the amount of$1,056,347.77 plus a
$158,452.17 Owner's Contingency, for a total amount of $1,214,799.94, to provide for the
preparation of the final set of complete signed and sealed construction plans from 25th to 26th
street, and 26th to 41st street, including sidestreets along the entire project limits, with the
construction plans to include roadway, traffic control plans, seawall, drainage, signing and
pavement markings, lighting and signalization components, and related improvements.
Page 798 of 2012
PASSED AND ADOPTED this 18th day of October, 2017.
ATTEST:
_//-
Mayor Philip kevine'/
Algid N' It I
Ra -eI Grana•o, City Clerk ..,,l'"--- "3
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APPROVED AS TO
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City Attorney Data
Page 799 of 2012
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) MA, 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
•
Page 800 of 2012
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. l
PASSED and ADOPTED this ` .�, OCAOiir , 2018.
:IN��1, 'ti A• ,TL
` -1_. Gelber, Mayor
ATTEST: hf 26:4
ig351 f s APPROVED AS TO
Rafael . Granada,City Clerk FORM &LANGUAGE
&FOR EXECUTION
C;; (1.,(0, ,, f— „ toptre
City Attorney I:), — Dale!
Page 801 of 2012
RESOLUTION NO. 2019-30943
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. 4 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 TO
PROVIDE ENGINEERING SERVICES FOR THE CONSTRUCTION PHASE OF
THE INDIAN CREEK PHASE III IMPROVEMENTS FROM 25TH TO 41ST PROJECT,
IN AN AMOUNT .NOT-TO-EXCEED $383,670, FOR A TOTAL CONTRACT
AMOUNT OF $3,295,006.55.
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 ("FOOT') for the cost sharing of the Indian Creek Drive
from 26th to 41st Streets project(the"Project");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.
(the "PSA"), to develop the Design Criteria Package ("DCP") and conceptual plans for
approximately 0.85 miles of Indian Creek Drive,for a total contract amount of$407,851;and
WHEREAS, the DFA stipulates that the Project shall be implemented in two (2)
construction phases, the"Interim"phase and the"Ultimate"phase; and
WHEREAS, the"Interim"phase construction for the underground drainage component is
now substantially complete, which included installation of 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; 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 City to enter into negotiations for Amendment No. 1 to the PSA with
Ribbeck Engineering, Inc., 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, in the
amount of$863,171.92 plus a $86,317.19 City contingency, increasing the contract amount by
$949,489.11, for a total contract amount of$1,357,340.11; and
• WHEREAS, on October 18, 2017, the Mayor and City Commission adopted Resolution
2017-30070, authorizing the City to enter into negotiations for Amendment No. 2 to the PSA with
Ribbeck Engineering, Inc., to complete the "Ultimate" phase with final signed and sealed
construction plans for the entire Project limits, in the amount of $1,056,347.77, plus a fifteen
percent(15%)City Contingency in the amount of$158,452.17,increasing the contract amount by
$1,214,799.94,for a total contract amount of$1,622,650.94; and
WHEREAS, on October 30, 2018, the Mayor and City Commission adopted Resolution
2018-30547, authorizing Amendment No.3 to the PSA with Ribbeck Engineering, Inc.,to perform
subsurface exploration to further identify potential utilities conflicts, modifications to roadway and
drainage design resulting from requests to modify harmonization plans for the adjacent properties,
parking lanes modification to meet FOOT criteria, additional utility coordination, special handrail
design to meet City criteria, and additional coordination efforts, in the amount of $308,364.46,
Page 802 of 2012
•
plus a ten percent (10%)City contingency in the amount of$30,836.05, increasing the contract
amount by$339,196.50, for a total contract amount of$1,961,847.44; and
WHEREAS, on July 31, 2019, pursuant to ITB No. 2019-231-KB, the City awarded a
contract to Ric-Man Construction Florida Inc., in an amount not to exceed$13,636,984,to perform
construction services for the Indian Creek Phase III Improvements from 25th to 41st Street project
(the"Indian Creek Phase III Project"); and
.WHEREAS, in order to move forward with the. construction phase of the Indian Creek
Phase III Project with Ric-Man Construction Florida Inc., Ribbeck Engineering Inc. submitted a
negotiated cost proposal for Amendment No.4 to the PSA to provide engineering services during
the construction phase of the Indian Creek Phase III Project, in the amount not-to-exceed
$383,670; and
•
WHEREAS,the services to be performed by Ribbeck Engineering Inc.during construction
of the Indian Creek Phase Ili Project pursuant to Amendment No..4 to the PSA include, but are
not limited to, attending bi-weekly construction meetings, shop drawing reviews, responding to
requests for information, post bid revisions, Collins Avenue design revisions, geotechnical
surveys,testing, and structural design; and .
WHEREAS, this Amendment No. 4 to the PSA with Ribbeck Engineering Inc. will bring
the total PSA contract amount to$3,295,006.55; and
• WHEREAS, Ribbeck Engineering Inc.'s cost proposal for'Amendment No.4 was'reviewed
by the Public Works Department and the Office of Capital Improvements and deemed to be 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
of the City of Miami Beach,.Florida hereby approves and authorizes the Mayor and City Clerk to
execute Amendment No. 4 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 to provide engineering services for the construction phase
of the Indian Creek Phase III Improvements from 25th to 4151 Project, in an amount not-to-exceed
$383,670,for a total contract amount of$3,295,006.55:
PASSED and ADOPTED this 1/ day of Sephi4Pr , 2019.
•
• Dan Gelber, Mayor
ATTEST: .
•
•
t tI APPROVED AS TO
FORM&LANGUAGE
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• Page 803 of 2012
RESOLUTION NO. 2020-31292
A RESOLUTION OF THE MAYOR AND CITY COMMISSION.OF TIDE CITY OF
MIAMI BEACH, FLORIDA, AUTHORIZING THE MAYOR AND CITY CLERK TO
EXECUTE AMENDMENT NO. 5 TO THE PROFESSIONAL SERVICES
AGREEMENT BETWEEN THE CITY OF MIAMI BEACH AND RIBBECK
ENGINEERING, INC, FOR THE INDIAN CREEK DRIVE/STATE ROAD(SR)AlA,
26 STREET TO 41 STREET FLOODING MITIGATION PROJECT("PROJECT"),
IN THE AMOUNT OF $350,270.73, INCLUDING A 20% ALLOWANCE FOR
UNFORESEEN DESIGN TASKS, FOR A TOTAL CONTRACT VALUE OF
$3,645,277.29,TO PROVIDE ADDITIONAL ENGINEERING SERVICES FOR THE
PROJECT DURING CONSTRUCTION; FURTHER PROVIDING THAT THE
FUNDING SHALL BE CONTINGENT UPON THE APPROVAL OF THE FIFTH
AMENDMENT TO THE CAPITAL BUDGET FOR FY19/20.
WHEREAS, on March 9, 2016, the Mayor and City Commission adopted Resolution
2016-29332 approving a Department Funded Agreement ("DFA") between the City of Miami
Beach and the Florida Department of Transportation ("FDOT") for the cost sharing of a
construction project on Indian Creek Drive from 26 to 41 Street(the"Project");and
WHEREAS, the infrastructure improvements under the DFA include a new storm water
drainage system, pump station, seawall, roadway, sidewalks curbs and gutters that are all.
necessary to meet the new flood elevation thresholds;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 ("Professional Service Agreement"), to develop the Design
Criteria Package ("DCP") and conceptual plans for approximately 0.85 miles of Indian Creek
Drive, in accordance with FDOT design criteria as well as the City's requirements; and
WHEREAS,on April 26,2017,the Mayor and City Commission adopted Resolution 2017-
29839, authorizing the negotiation of Amendment No. 1 to the PSA 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 25 to 26 Street, and 26 to 41
Street, including side streets along the entire project limits, and The approximate length of
roadway for this expanded project scope was 1.7 miles;and
WHEREAS, on October 18, 2017, the Mayor and City Commission adopted Resolution
2017-30070,authorizing 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%),fora total amount of$1,214,799.94,to complete the"ultimate"Phase which
includes final signed and sealed construction plans for the entire Project limits;and
WHEREAS, on October 30, 2019, the Mayor and City Commission adopted Resolution
2018-30547,authorizing Amendment No.3 to the Professional Services Agreement with Ribbeck
Engineering, Inc., in the amount of$339,196.51, plus a ten percent(10%)owner's contingency
in the amount of $30,836.05, for a total of $339,196.51, to perform subsurface exploration to
further identify potential utilities conflicts, modifications to roadway and drainage design resulting
from owner's 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, on July 31, 2019, pursuant to ITB No. 2019-231-KB, the City awarded 'a
contract to Ric-Man Construction Florida,in an amount not to exceed $13,636,984,for the Indian
Creek Phase III Improvements from 25 to 41 Street project("Indian Creek Project");and
Page 804 of 2012
If
WHEREAS,on September 11,2019,the Mayor and City Commission adopted Resolution
( 2019-30943,authorizing Amendment No.4 to the Professional Services Agreement with Ribbeck,
in the amount of$383,670, for performing post design services, reviewing contractor's submittal
responding to requests for information and attending bi-weekly project meetings; and
WHEREAS,on October 11, 2019 Ric-Man Construction Florida, Inc., was given the First
Notice to Proceed (NTP#1)to commence pre-construction related work and on March 2, 2020,
Second Notice to Proceed(NTP#2)was issued to start physical construction; and
WHEREAS, representatives from the community have requested changes to many
• elements of the Project ranging from the generator location, barrier wall design, bicycle lane
design and separator between the vehicular lane and bicycle path, sidewalks and landscaping
design, and community representatives have objected to the visibility of the generator at the
proposed location and requested that alternative locations be evaluated; and
WHEREAS, on June 6, 2020, Ribbeck Engineering Inc. submitted a cost proposal for
Amendment No. 5 to the Agreement in the amount of $350,270.73, to provide additional
engineering services for the Project during construction,Amendment No.5 hereto as Attachment
A; and
WHEREAS, due to the complexity of this project, the number of meetings required with
the Community, utility owners, regulatory agencies and the project team has far exceeded the
anticipated contractual requirements;and
WHEREAS, additionally, the modification required design revisions and meetings with
Miami-Dade County Department of Regulatory and Economic Resources("RER")were necessary
to address issues and obtain the necessary permits for the Project;and
WHEREAS,at the request of the Public Works Department,revisions to the seawall plans
were done to satisfy the various regulatory agency comments, such as U.S Army Corps of
Engineers and the South Florida Water Management District;and
WHEREAS, the design and construction of the Indian Creek roadway was contingent on
the completion of the seawall project along the waterway, and the seawall is currently being
permitted, therefore, additional design is required to provide necessary structural support for the
bus bays that would have been provided by the completed seawall;and
WHEREAS, this Amendment No. 5 in the amount of $350,270.73, includes a 20%
allowance for unforeseen design tasks, has been reviewed by staff and was found to be 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 hereby authorizes the Mayor and City Clerk to execute Amendment No. 5 to the
professional services agreement between the City of Miami Beach and Ribbeck Engineering Inc.,
for the Indian Creek Drive/State Road(SR)Al A,26 Street to 41 Street Flooding Mitigation Project
("Project"), in the amount of$350,270, including a 20% allowance for unforeseen design tasks,
for a total contract value of $3,645,277.29, to provide additional engineering services for the
Project during construction, further providing that the funding shall be subject to the approval of
fifth amendment to the Capital Budget for FY19/20.
PASSED and ADOPTED this .2y day of 74,11-P , 2020.
Page 805 of 2012
•
Dan Gelber,Mayor
ATTEST:
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Page 806 of 2012