HomeMy Public PortalAboutResolution No. 24-056 - Resolution amending the agreement with 300 Engineering for Cairo Lane, NW 127th Street and Alexandria Drive ProjectSponsored by: City Manager
RESOLUTION NO. 24-056
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF
OPA-LOCKA, FLORIDA, AMENDING THE AGREEMENT WITH
300 ENGINEERING GROUP, P.A. FOR CONTINUING
PROFESSIONAL ARCHITECTURAL AND ENGINEERING
CONSULTING SERVICES RELATED TO ENGINEERING DESIGN
PERMITTING SUPPORT, BID AND AWARD, AND
ENGINEERING SERVICES DURING THE CONSTRUCTION OF
CAIRO LANE, NW 127TH STREET, AND THE ALEXANDRIA
DRIVE PROJECT, TO APPROVE ADDITIONAL FEES FOR
PROPOSED SERVICES TO COMPLETE THE DESIGN AND
PERMITTING PHASE AND START THE CONSTRUCTION
PHASE OF THE PROJECT; PROVIDING FOR INCORPORATION
OF RECITALS; PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, pursuant to Resolution 22-009, the City of Opa-Locka ("City") entered
into an agreement with 300 Engineering Group, P.A. for Design, Permitting, and
Engineering Services for the Construction of Cairo Lane, NW 127th Street, and
Alexandria Drive Project; and
WHEREAS, the proposed fee schedule for this Project was Two Hundred Sixty
Thousand, Seven Hundred Thirty Dollars ($260,730.00), for which the number of
engineering hours for Design and Bid Set Submittals was estimated at One Hundred
Eighty -Nine (189) hours; and
WHEREAS, after an initial review by the Miami -Dade County Regulatory
Economic Resources Division of Environmental Resources Management (RERDERM),
new requirements have been imposed on the Project which will add an estimated Two
Hundred Sixty -Four (264) additional hours of Engineering Design; and
WHEREAS, the amending of the 300 Engineering Group, P.A. contract will
include additional engineering service hours and additional fees for permits and
permitting support; and
WHEREAS, due to the history of the Cario Lane project, RER-DERM is now
requesting all permits be obtained upfront by the City, including a Surface Water
Management General Permit (SWMGP) from the South Florida Water Management
District. This is required since the outfall pipe to the canal exceeds Twenty -Four (24)
inches. Extra deliverables will also be submitted to the City and will include Hydraulic
modeling technical memorandum, Soil Management Plan Requirements for Contractor,
Health and Safety Plan Requirements for Contractor; and
Resolution No. 24-056
WHEREAS, the total estimated cost for the additional services will be Eighty -Eight
Thousand, Two Hundred Three Dollars ($88,203.00) for a total engineering design and
permitting cost of Three Hundred Forty -Eight, Thousand Nine Hundred Thirty -Three
Dollars ($348,933.00); and
WHEREAS, the additional expense, not to exceed Eighty -Eight Thousand, Two
Hundred Three Dollars ($88,203.00), will increase the total estimated cost of the Project.
However, the Fiscal Year 2023-2024 Stormwater budget that has been established for this
Project is sufficient to cover this expense, with the additional expense to be taken into
account with the development of the Fiscal Year 2024-2025; and
WHEREAS, the City Commission finds that it is in the best interest of the City and
its residents to amend the agreement with 300 Engineering Group, P.A. for Continuing
Professional Architectural and Engineering Consulting Services as set forth herein.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF OPA LOCKA, FLORIDA:
SECTION 1. RECITALS ADOPTED.
The recitals to the preamble herein are incorporated by reference.
SECTION 2. AUTHORIZATION
The City Commission of the City of Opa-Locka hereby authorizes the City Manager to
amend the agreement with 300 Engineering Group, P.A., in the form attached hereto
as Exhibit "A", for Continuing Professional Architectural and Engineering Consulting
Services to approve additional fees for proposed services to complete the design and
permitting phase and start the construction phase of the Construction of Cairo Lane, NW
127th Street, and Alexandria Drive Project, for an additional amount not exceed Eighty -
Eight Thousand, Two Hundred Three Dollars ($88,203.00).
SECTION 3. SCRIVENER'S ERRORS.
Sections of this Resolution may be renumbered or re -lettered and corrections of
typographical errors, which do not affect the intent of this Resolution may be authorized
by the Interim City Manager, following review by the City Attorney, without need of
public hearing, by filing a corrected copy of same with the City Clerk.
SECTION 4. EFFECTIVE DATE
This Resolution shall take effect upon the adoption and is subject to the approval of the
Governor or Governor's Designee.
2
Resolution No. 24-056
oanna Flores, City Clerk
PASSED and ADOPTED this 10th day of April, 202
ATTEST: .._._\.L
APPROVED AS TO FORM AND
LEGAL SUFFICIENCY:
Bur i tte Norris -Weeks, P.A.
City Attorney
Moved by: Vice Mayor Ervin
Seconded by: Commissioner Bass
VOTE:
4-0
Commissioner Bass YES
Commissioner Kelley ABSENT
Commissioner Williams YES
Vice Mayor Ervin YES
Mayor Taylor YES
John H. T ;! for Jr., Mayor
3
DocuSign Envelope ID: 0C6EBBAB-0435-47FE-AB14-5327EA43787C
City of Opa-locka
Agenda Cover Memo
Department
Manager:
Adelina Gross
Department
Director
Signature:
DocuSigned by:
1 a.,e.24.
EC5929C4FFB9414...
Interim
City
Manager:
Darvin Williams
CM Signature:
Ordinance
,.—DocuSigned
f
=c1sCo7C1.8DE1gO2..
by:
Other
Commission
Meeting
Date:
04/10/2024
Item Type:
(EnterX in box)
Resolution
X
Fiscal
Impact:
(Enter X in box)
Yes
No
Ordinance Reading:
(EnterX in box)
1st Reading
2nd Reading
X
Public Hearing:
(Enter X in box)
Yes
No
Yes
No
X
X
Funding
Source:
Account# :
(Enter Fund & Dept.)
Ex:
See Financial
Impact Section
Advertising Requirement:
(Enter X in box)
Yes
No
X
Contract/P.O.
Required:
(EnterX in box)
Yes
No
RFP/RFQ/Bid#:
X
Strategic
Plan Related
(EnterX in box)
Yes
No
Strategic Plan Priority Area:
Strategic Plan Obj./Strategy:
(list the specific objective/strategy this
item will address)
X
Enhance Organizational •
Bus. & Economic Dev •
Public Safety •
Quality of Education IN
Qual. of Life & City Image !•
Communication •
Sponsor
Name
City Manager
Department:
Capital Improvements Program
City Manager
Short Title:
A resolution of the City Commission of the City of Opa-locka authorizing the City Manager to amend
the Contract with 300 Engineering Group, P.A. for the Change of Scope of Cairo Lane Project Design.
Staff Summary:
The City entered into an agreement with 300 Engineering Group, P.A. for the Design, Permitting, and
Engineering Services for the Construction of Cairo Lane, NW 127th Street, and Alexandria Drive
Project.
The proposed fee schedule for this project was $260,730.00, for which the number of Engineering
hours for Design and Bid Set Submittals was estimated at 189 hours. After an initial review by the
County Regulatory Economic Resources Division of Environmental Resources Management (RER-
DERM), new requirements have been imposed on the project which will add an estimated 264
DocuSign Envelope ID: 0C6EBBAB-0435-47FE-AB14-5327EA43787C
additional hours of Engineering Design. The amending of the 300 Engineering Group, P.A. contract
will include additional engineering service hours and additional fees for permits and permitting
support. Due to the history of the Cario Lane project, RER-DERM is now requesting all permits be
obtained upfront by the City, including a Surface Water Management General Permit (SWMGP) from
the South Florida Water Management District. This is required since the outfall pipe to the canal
exceeds 24 inches. Extra deliverables will also be submitted to the City and will include:
-Hydraulic modeling technical memorandum
-Soil Management Plan Requirements for Contractor
-Health and Safety Plan Requirements for Contractor
The total estimated cost for the additional services will be $88,203.00 for a total engineering design
and permitting cost of $348,933.00.
Financial Impact
The additional expense, not to exceed $88,203, will increase the total estimated cost of the project.
However, the FY 24 Stormwater budget that has been established for this project is sufficient to cover
this expense, with the additional expense to be taken into account with the development of the FY 25
Annual Budget.
Account
Description
Available
Project
Remaining
Balance
87-5386315
Cairo Lane
$895,022
$88,203
$806,819
Proposed Action:
Staff recommends the amendment to the Contract with 300 Engineering Group, P.A. and approving
the additional fees for services being proposed to complete the design and permitting and start the
construction phase as soon as possible.
Attachment:
Agenda
Resolution No. 22-009 Accepting the Proposal from 300 Engineering P.A.
300 Engineering P.A. Executed Contract for Cairo Lane Project
Proposed Scope of Work (Revision 1)
AMENDMENT TO THE AGREEMENT BETWEEN THE CITYOF OPA-
LOCKA, FLORIDA, AND 300 ENGINEERING GROUP, P.A., FOR THE
CONSTRUCTION OF CAIRO LANE, NW 127TH STREET, AND
ALEXANDRIA DRIVE PROJECT
THIS AMENDMENT entered into between the CITY OF OPA-LOCKA, a
Florida municipal corporation, hereinafter "CITY", and 300 ENGINEERING
GROUP, P.A., a Florida corporation, hereinafter "CONTRACTOR", hereby amends
the Agreement between the parties dated March 1, 2021.
WITNESSETH:
WHEREAS, pursuant to Resolution 22-009, the City of Opa-Locka ("City")
entered into an agreement with 300 Engineering Group, P.A. for Design, Permitting,
and Engineering Services for the Construction of Cairo Lane, NW 127th Street, and
Alexandria Drive Project ("Project"); and
WHEREAS, additional requirements have been imposed on the Project by the
Miami -Dade County Regulatory Economic Resources Division of Environmental
Resources Management (RERDERM) which will add an estimated Two Hundred
Sixty -Four (264) additional hours of Engineering Design; and
WHEREAS, the parties have agreed to amend the agreement to add additional
services and fees including: 100% Design and Bid Set Submittals, Permitting Support
ODC's (Mileage, Reproduction & Reimbursable), DERM's Class III Water Control
Permit Application Fee, Reimbursable Expenses, DERM's Class III Water Control
Permit Fee and FDEP Sewer Extension Permit Application Fee, totaling Eighty -Eight
Thousand, Two Hundred Three Dollars ($88,203.00); and
WHEREAS, the parties desire to specifically amend Section 4 of the Agreement
entitled "COMPENSATION" and Agreement Scope of Services; and
NOW THEREFORE, in consideration of the mutual terms, conditions,
promises, covenants and payments hereinafter set forth in this Amendment, the
parties hereby agree to amend Section 4 of the Agreement entitled
"COMPENSATION" as follows:
COMPENSATION
Compensation (the "Contract Sum") for performing the Services related to the
Project shall be the fee of Onc Hundred Fifty Nine Thousand Two Hundred
Three Hundred Forty -Eight Thousand Nine
Hundred Thirty -Three Dollars specified in the Scope of Services request
accepted by the City.
NOW THEREFORE, in consideration of the mutual terms, conditions,
promises, covenants and payments hereinafter set forth in this Amendment, the
parties hereby agree to amend the Agreement Scope of Services to add Exhibit "A",
attached hereto.
Page 1 of 2
The foregoing recitations are true and correct and are hereby incorporated by
reference. All other provisions of the Agreement, except as modified herein, shall
remain in full force and effect.
IN WITNESS OF THE FOREGOING, the parties have set their hands and
seals the day and year first written above.
CONTRACTOR: CITY:
300 Engineering Group, P.A. City of Opa-Locka
By: By:
Darvin Williams
City Manager
Date: Date:
Page 2 of 2
EXHIBIT "A"
City of Opalaeb RFO N o. 20-0324200
"Cair o La ne, NW 127th Str eet a nd Alex andri a Drive Pr oje ct- Design, Permitting And E ngi neering 0cMcc a During C onalrucH0n"
cease., F ee Sched ule R e: .mo
Appe ndix C
Proje ct Principal Project Man ager Operations Suppo rt E ngin eer of R ecord Pr oject E ngineer C. T ech nician I nspector
.9' 3.1 321500 3190 00 5160 .00 3160.00 914 0 00 375.00
390 .00
Total Ram
Su ismak
100
200
300
400
Pro ject 3 .11.9 merd
a0X 0.3/99 Plus.
SG% D.algn Pt...
109% C esinn .n o BM Set Sulme ttall
600
700
Did end ward Se rvice s
Engineering Service. 00999 Conetructlp n and Impaction Se nn ces
He rmoumoble)
F a: n od. od on fe u
.. er wed Parro tt Fae
_.emon o m: aPP1w n
/10 400:-, 73 01940 1153669//1.3013)sub
Su n -To:. Fa be r FeenDOC
tliSicon an
T om! (31
30.00
322400.00
3C0
19u/at
Later
Sutlotal
50.00
30 .00
30.00
30.00
90 .00
30.00
319 .660.00
.. ,.
SO .D0
SO 00
3000
30 00
3621.1:
33 0905.:
5550 On
,zt OB? 50
SU 200 .0r
StM 1e,
Lump Sum
LUI TIfl SUM
L UMP Sdra
L ump Sum
Ton. 6 Mtle0als
Sponsored by: City Manager
RESOLUTION NO. 22-009
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF
OPA-LOCKA, FLORIDA, AUTHORIZING THE CITY MANAGER
TO ACCEPT THE FEE PROPOSAL FROM 300 ENGINEERING
GROUP P.A. TO PROVIDE PROFESSIONAL ENGINEERING,
DESIGN, PERMITTING SUPPORT, BID AND AWARD, AND
ENGINEERING SERVICES DURING THE CONSTRUCTION OF
CAIRO LANE, NW 127TH STREET, AND ALEXANDRIA DRIVE
AND ENTER INTO A CONTINUING PROFESSIONAL
ARCHITECTURAL AND ENGINEERING CONSULTING
SERVICES AGREEMENT WITH 300 ENGINEERING GROUP, P.A.
FOR SAME, IN AN AMOUNT OF TWO HUNDRED SIXTY
THOUSAND, SEVEN HUNDRED THIRTY DOLLARS ($260,730.00);
FURTHER AUTHORIZING AN ADDITIONAL TEN PERCENT (10%)
CONTINGENCY BUDGET IN AMOUNT NOT TO EXCEED TWENTY
SIX THOUSAND, SEVENTY THREE DOLLARS ($26,073.00);
PROVIDING FOR INCORPORATION OF RECITALS;
PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, on June 10, 2020, the City Commission of the City of Opa-Locka ("City
Commission") accepted bid proposals in response to RFQ No. 20-0324200 and authorized
the City Manager to enter into multiple agreements for architectural and engineering
consulting services. City records reveal that 300 Engineering Group, P.A. was one of the
firms selected to be part of the City's library of Engineering and Architectural Consultants
to perform professional services for specific projects for the city on an as -needed basis;
and
WHEREAS, on September 9, 2020, the City Commission adopted Resolution No.
20-9802 authorizing the City Manager to enter into an agreement with 300 Engineering
group, P.A. to provide engineering services for Assessment and Evaluation of Cairo Lane,
NW 127th Street, and Alexandria Drive, including verification of the design proposed by
the previous Contractor, and to develop the basis of design for completion of the
stormwater, force main, water system, and roadway improvements for this area of the
City; and
WHEREAS, subsequently on July 28, 2021, the City Commission adopted
Resolution No. 21-9892 to amend the existing contract to include the removal of debris
along Cairo Lane and for the cleaning of the stormwater structures on Cairo Lane and
NW 127th Street to allow the Engineering Consultant to conduct their assessment and
evaluation; and
WHEREAS, the evaluation and assessment report was submitted to the City in
Resolution No. 22-009
March 2022 and a summary of the report, attached hereto as Exhibit "A"; and
WHEREAS, the Evaluation and Assessment report that was provided by 300
Engineering Group P.A. and the fee proposal for the provision of design, permitting, and
engineering services during the construction of Cairo Lane, NW 127th Street, and
Alexandria Drive were submitted to the Florida Department of Environmental Protection
(FDEP) for review and approval, and the documents were recently approved by the
agency; and
WHEREAS, 300 Engineering Group, P.A. has proposed and the City Manager
recommends that the City provide professional engineering, design, permitting support,
bid and award, and engineering services during the construction of Cairo Lane, NW
127th Street, and Alexandria Drive for Two Hundred Sixty Thousand, Seven Hundred
Thirty Dollars ($260,730.00). The City Manager further recommends the approval of a
Ten Percent (10%) contingency budget of Twenty -Six Thousand, Seventy -Three Dollars
($26,073.00) to address unforeseen circumstances which may arise, and which would be
utilized only upon the submission and approval of a formal change order. If a Change
Order should exceed the contract and contingency amount, the City Manager shall return
to obtain City Commission approval; and
WHEREAS, the City Commission desires to accept the Engineering Design
Services proposal by 300 Engineering Group P.A. to provide professional engineering,
design, permitting support, bid and award, and engineering services during the
construction of Cairo Lane, NW 127th Street, and Alexandria Drive, in an amount of Two
Hundred Sixty Thousand, Seven Hundred Thirty Dollars ($260,730.00); and
WHEREAS, the City further desires to enter into an agreement with 300
Engineering Group, P.A., attached hereto as Exhibit "A", pursuant to the proposal
attached hereto as Exhibit "B", to provide professional engineering, design, permitting
support, bid and award, and engineering services during the construction of Cairo Lane,
NW 127th Street, and Alexandria Drive, in an of amount not Two Hundred Sixty
Thousand, Seven Hundred Thirty Dollars ($260,730.00); and
WHEREAS, the City Commission finds that it is in the best interest of the City and
its residents to enter into an agreement with 300 Engineering Group, P.A. for continuing
professional architectural and engineering consulting services as set forth herein.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF OPA LOCKA, FLORIDA:
Section 1. RECITALS ADOPTED.
The recitals to the preamble herein are incorporated by reference.
2
Resolution No. 22-009
Section 2. AUTHORIZATION
The City Commission of the City of Opa-Locka hereby authorizes the City Manager to
accept the fee proposal of 300 Engineering, P.A. to provide professional engineering,
design, permitting support, bid and award, and engineering services during the
construction of Cairo Lane, NW 127th Street, and Alexandria Drive, in an amount of Two
Hundred Sixty Thousand, Seven Hundred Thirty Dollars ($260,730.00), attached hereto
as Exhibit "A", and enter into a continuing professional architectural and engineering
consulting services agreement with 300 Engineering Group, P.A. for same, attached
hereto as Exhibit "B"; further authorizing an additional Ten Percent (10%) contingency
budget of Twenty -Six Thousand, Seventy -Three Dollars ($26,073.00).
SECTION 3. SCRIVENER'S ERRORS.
Sections of this Resolution may be renumbered or re -lettered and corrections of
typographical errors which do not affect the intent may be authorized by the City
Manager following review by the City Attorney and without need of public hearing, by
filing a corrected copy of same with the City Clerk.
Section 4. EFFECTIVE DATE.
This Resolution shall be effective immediately upon adoption hereof and approval by the
Governor of the State of Florida or Governor's designee.
PASSED and ADOPTED this 27th day of July, 2022.
Attest:
Moved by: Vice Mayor Taylor
nna Flores, City Clerk
Seconded by: Commissioner Bass
eronica Williams, ayor
Approved as to Form And
Legal Sufficiency:
J
i
B naciette Norr Weeks, P.A.
City Attorney
3
Resolution No. 22-009
VOTE: 5-0
Commissioner Bass YES
Commissioner Davis YES
Commissioner Dominguez YES
Vice -Mayor Taylor YES
Mayor Williams YES
4
City of Opa-Locka
RFQ 20-0324200
Cairo Lane, 127th Street and Alexandria Drive Project —
Design, Permitting and Engineering Services During
Construction
SCOPE OF WORK
Revision 1
March 15, 2024
Prepared for:
City of Opa-Locka Public Works Department
Attn: Airia Austin
Public Works and CIP Director
City of Opa Locka
780 Fisherman Street
Opa-locka, FL 33054
Prepared by:
300 Engineering Group, LLC
2222 Ponce de Leon Blvd, Suite 300
Coral Gables, Florida 33134
Table of Contents
INTRODUCTION 2
DESCRIPTION OF SERVICES 10
100 Project Management 11
200 60% Design Submittal and PER 11
300 90% Design Submittal and FER 13
400 100% Design and Bid Set Submittals 13
500 Permitting Support 14
600 Bid and Award Services 16
700 Engineering Services during Construction and Inspection Services 16
SCHEDULE 17
INVOICING 17
COMPENSATION 17
ASSUMPTIONS 18
1
City of Opa-Locka
RFQ 20-0324200
Cairo Lane, NW 127th Street and Alexandria Drive Project — Design,
Permitting and Engineering Services During Construction
SCOPE OF WORK
Revision 1
INTRODUCTION
The City of Opa-Locka (City) owns, operates and maintains a water distribution system, a
wastewater collection & transmission system and a stormwater management system within its
service area. Cairo Lane, NW 127th Street and Alexandria Drive are within an industrial area
located in the southwest portion of the City, south of NW 135th Street and east of the Douglas/Le
Jeune Road Connector. The project area was once part of a 50 -acre lake fill known as Milton's
Dump that operated from 1966 to 1981.
In 2015, the City issued the Request for Proposal (RFP) No: 15-2904100 to conduct
improvements to the water, wastewater, stormwater systems and roadway reconstruction at Cairo
Lane, NW 127th Street and sections of Alexandria Drive. The project seeks to address the non-
existing drainage system in the area and provide for improved roadway conditions.
The project was procured as a Design -Build project and the contract was awarded to Intercounty
Engineering Inc. on May 13, 2015. Based on the design plans provided by the City on July 1,
2020, the project included the following:
Cairo Lane, from the NW 127th Street Canal to NW 135th Street:
• Installation of a new 3 -Inch HDPE force main (FM), thirty-four (34) service connections to
the property line for the connection of privately owned grinder pump stations and
interconnection with an existing force main along NW 135th Street. Grinder pumps stations
shall be designed and installed by the property owners
• Installation of new drainage system, including twenty (20) catch basins, trunk drainage
pipping, nutrient removal treatment system at the south end of Cairo Lane and outfall to
discharge to the 127th street canal
• Installation of a new section of 12 -Inch PVC water main
• Roadway reconstruction
NW 127th Street, from Cairo Lane to NW 32nd Avenue:
• Installation of new drainage system, including thirteen (13) catch basins and trunk
drainage pipping
• Installation of a new 12 -Inch PVC water main and five (5) fire hydrants
• Roadway reconstruction
Alexandria Drive, from NW 127th Street to approximately NW 131st Street:
2
• Installation of a new 3 -Inch HDPE FM and service connections to the property line for the
connection of privately owned grinder pump stations. Grinder pumps stations shall be
designed and installed by the property owners
• Installation of a new section of 12 -Inch PVC water main
The construction began in February 2016 and due to financial constraints and unforeseen
conditions the construction was stopped in July 2019. Based on progress reports provided by the
City on July 1st, 2020 and a site visit conducted with the City on July 10th, 2020, the following
infrastructure was installed:
• 3 -Inch HDPE FM along Cairo Lane and five (5) service connections, not including the NW
135th Street crossing and connection to the existing force main
• South section of the trunk drainage pipe along Cairo Lane (up to catch basin 10), eighteen
(18) catch basins and the stormwater treatment structure (without the filters)
• 12 -Inch PVC water main section along Cairo Lane
• Trunk drainage line along NW 127th Street and thirteen (13) catch basins
• 12 -Inch PVC water main along NW 127th Street and four (4) fire hydrants
• 3 -Inch HDPE FM along Alexandria Drive and six (6) service connections
• 12 -Inch PVC water main section along Alexandria Drive
Per the City, the construction progress has been summarized in the following figures and tables:
Figure 1. Cairo Lane Project
Legend
ID Installed Treatment System
.— Installed Force Main
— Force Main Pending
Roadway Reconstruction Pending
— Installed Stonmvater Trunk
— Stormwater Trunk Pending
jJ Installed Stormwater Structure
MI Stormwater Structure Pending
Installed Stormwater Junction
Installed Water Main
Fire Hydrant Pending for Verification
3
Roadway ReConsIruCtion Pending
Installed StormWater Trunk
Installed Stom water SSimlure
Legend
!hauleed Ihalnage Slnndurns
• Outla!I
® Stc,,,w to*Alanhold
_I Sio!nhWate, Ticaimen System
9 Catch Bas n
Pending Ona.nutin Strucwres
Fl Catch drum
inv1N!ed Trr,nk Deninage Prpying
Funding Tnmk Draan:r,;u P aPmg
Figure 4 — Stormwater Drainage System per design proposed by Intercounty Engineering Inc.
.11 •,:G4i�rl .. �. 135th Street
—� Rrr,. F -rrn 14,11
Arc. Sere,' Leeral
Yfn:.n
Acre
1,13
Figure 5 — Wastewater Collection and Transmission System per design proposed by Intercounty
Engineering Inc.
Table 3. Water Distribution Improvements Status per the City
Road
Estimated LF of
Water Main
Installed
Number of new FH
in the design
Cairo Ln
NW 127t11 St
715
1,680
2
5
Alexandria Dr
275
Legend
Fire Hydrants
+ Pending Installation
Pending Verification
— Installed Water Main
Figure 6 — Water Distribution Improvements per design proposed by Intercounty Engineering Inc.
7
Table 4. Roadway Reconstruction Status per the City
Road
Estimated LF of Pending
Roadway
Reconstruction
Cairo Ln
2,640
NW 127th St
2,071
As a separate task, the City of Opa-Locka requested 300 Engineering, Group P.A. (300
Engineering) to assess the design proposed by Intercounty Engineering, as well as to evaluate
the conditions of the portions of the project that were built between 2016 and 2019 by Intercounty
Engineering. This assessment was used to define the scope of work required to complete the
proposed improvement for water, wastewater & stormwater systems and roadway reconstruction.
A summary of the assessment performed by 300 Engineering is presented below. The summary
lists the specific scope items that 300 Engineering will include in the development of the final
construction documents for this project as part of the Design, Permitting and Engineering Services
During Construction included herein.
Roadway Reconstruction
As indicated above, no portion of the final roadway has been installed. As of September 2021, a
temporary pavement (temporary 2 -inch asphalt roadway constructed on a limerock base) was
built by the City along Cairo Lane to improve the traffic conditions in the area. However, NW 127th
Street remains unpaved. This temporary pavement covered several of the existing infrastructure
such as water meters, water valves, catch basins, manholes, communications boxes, wastewater
force connections, among others, as it does not align with the ROW lines. Moreover, current
grades differ from the design grades proposed by Intercounty Engineering, with the new grade
being higher in several places.
Under this scope of work, 300 Engineering will develop the final construction documents of the
roadway reconstruction to include:
• Final concrete pavement design along Cairo Lane and NW 127th Street, including revised
grade lines
• Development of detailed Maintenance of Traffic (MOT) plans along Cairo Lane and NW
127th Street
Stormwater System
Based on the original design by Intercounty Engineering and per 300 Engineering's field
observations, approximately 1,550 LF of the main trunk drainage pipeline as well as several
interconnections between catch basins are pending for installation along Cairo Lane. Additionally,
two (2) catch basins (S-13 and S-15) were not installed and six (6) of the installed catch basins
(S-5, S-7, S-11, S-17, S-19 and S-20) are buried underneath the temporary asphalt. Moreover, it
was observed that S-2 and S-3 presented continuous ground water intrusion which is assumed
to be infiltrating into the system due to structural issues.
The entire stormwater system along NW 127th Street was installed and located in the field (S-21
to S-33). However, oil contaminated materials were found in all these structures, and some of the
8
were found to be compromised, with failed structural integrity causing infiltration of groundwater
to the system, as is the case of S-27. It was also observed that most of the stormwater structures
along Cairo Lane and NW 127th Street were missing their final cover.
Installed structures might require rim elevation modification with a concrete collar to reach the
adequate pavement grade. It was found that several of the catch basins were buried 1 foot to 1.5
feet below the current grade.
Moreover, the body of the stormwater treatment structure located before the outfall discharge at
Cairo Lane was constructed but none of the internal treatment systems were installed. The 36 -
inch RC outfall pipeline was observed to be approximately 80% submerged in the canal. In
addition, manatee grates were not present and the headwall system needs to be completed.
Based on field observations and evaluation of the design proposed by Intercounty Engineering,
the installed stormwater infrastructure follows the original design concept and is considered
adequate for stormwater management within the project site. Therefore, 300 Engineering will
develop construction documents to finalize the installation of the portions of the network that are
pending and will incorporate optimizations to the design to improve its performance.
Under this scope of work, 300 Engineering will develop the final construction documents for the
completion of the stormwater system to include:
• Installation of pending section of drainage pipelines along Cairo Lane
• Installation of pending catch basins along Cairo Lane
• Repair and/or replacement of failing catch basins along Cairo Lane and NW 127th Street
• Installation of catch basin covers
• Adjustments of catch basins rim elevations to meet the proposed roadway elevation
• Completion of the installation of the treatment system to provide solids, nutrients and oily
materials removal
• Completion of the installation outfall system
Wastewater System
During the field assessment, 300 Engineering was able to observe evidence of installation of the
3 -inch HDPE force main along Cairo Lane. However, that the last portion of the force main
(approximately 165 LF) along of Cairo Lane and the connection to the City's existing 16 -inch force
main at NW 135th Street were not installed. Only one (1) sewer connection was identified along
Cairo Lane, as most of the installed infrastructure was covered by the temporary asphalt. The
proposed 3 -inch HDPE force main along Alexandria Dr was fully installed and connected to
Manhole 1 from Pump Station 7.
The force main section crossing NW 135th Street will be designed using open trench installation
which will allow for a more direct connection between the proposed 3 -inch HDPE force main and
the existing 16 -inch force main, reducing pressure losses in the system and minimizing flow
constrains that could cause clogs in the pipe.
Under this scope of work, 300 Engineering will develop the final construction documents for the
completion of the wastewater system to include:
• Installation of approximately 165 LF of 3 -inch HDPE force main via open trench
9
• Installation of interconnection with exiting 16 -inch force main at NW 135th Street
• Repair and/or replacement of the existing sewer connections presumed to be damaged
along Cairo Lane
• Installation of pending sewer connections presumed to be damaged along Cairo Lane
• Repair and/or replacement of damaged force main valves and/or valve boxes
Water System
As indicated by the City, the proposed water mains at NW 127th Street, Alexandria Drive and
Cairo Lane were installed and are currently operational. As per the documentation provided by
the City, there are fifteen (15) tapped service connections along NW 127th Street and Alexandria
Drive, and five (5) along Caro Laine. However, most of the connections, valves and meters could
not be located in the field, as they are all buried underneath the temporary pavement along Cairo
Lane or under dirt along NW 127th Street and Alexandria Drive.
Several of the proposed or previously existing fire hydrants were not located during the site
investigation activities. In addition, several of the fire hydrants that were identified in the field were
in poor conditions and/or broken.
Under this scope of work, 300 Engineering will develop the final construction documents for the
completion of the water system to include:
• Installation of pending fire hydrants
• Repair and/or replacement of damaged fire hydrants
• Repair and/or replacement of damaged water service connections, water meters, water
valves and/or valve boxes
The City of Opa-Locka (City) requested 300 Engineering Group LLC (300 Engineering) to provide
additional engineering services to those contemplated in the original scope of the project by
implementing changes in the pavement design for the 100% Design and Bid Set Submittal phase,
shifting from the original concrete pavement design to a concrete -asphalt hybrid pavement.
Additionally, the City requested 300 Engineering to provide additional permitting coordination
pertaining to a RER/DERM Class II Water Control Permit, South Florida Water Management
District Permit and Sewer Extension Permit requirements, as the comments received from the
permitting agencies include new requirements that deviate significantly form the permit approval
requirements originally contemplated for this project in 2015.
This revision for additional will be conducted as part of the 100% Design and Permitting Support
activities in a lump sum fee basis for an amount of $56,220.00 and a reimbursable expense fee
basis for an amount of $31,983.00, resulting in a total amount of $88,203.00.
DESCRIPTION OF SERVICES
300 Engineering is hereby presenting a scope of services to provide the City with Cairo Lane, NW
127th Street and Alexandria Drive Project — Design, Permitting and Engineering Services During
Construction. 300 Engineering intends to undertake this project on a Lump Sum fee basis.
This project has been divided into the following tasks:
10
Task
Description
100
Project Management
200
60% Design Phase
300
90% Design Phase
400
100% Design and Bid Set Submittals
500
Permitting Support
600
Bid and Award Services
700
Engineering Services during Construction and Inspection Services
100 Project Management
300 Engineering will provide project management services for the duration of the project. These
services will include the following:
a. Kick-off and Coordination Meetings
• Prepare for and attend to the project kickoff meeting to be held at the City's offices or via
teleconference with representatives from the City. The purpose of this meeting is to
confirm project objectives, review project timeline, define roles & responsibilities, and
discuss communication plan
• Prepare for and attend to the project monthly coordination meetings. 300 Engineering staff
will attend these meetings in person at the City's facilities or by teleconference. For the
purpose of estimating the level of effort associated with this activity, six (6) coordination
meetings have been budgeted during the design and permitting phases of this scope of
services
• For each meeting conducted under this project, 300 Engineering will prepare an agenda
and meeting minutes
b. Project Progress Reports
300 Engineering will prepare monthly progress reports that will be issued to the City along with
the monthly invoices. Monthly progress reports will include: overall status of the project, work
performed during the work period, estimated completion of tasks and major sub -tasks, and current
challenges/issues.
Deliverables
The following deliverables will be submitted to the City as part of Task 100:
• Meeting agendas and minutes (One (1) kick-off meeting and six (6) coordination meetings)
• Monthly progress reports (Twelve (12) monthly progress reports)
200 60% Design Submittal and PER
300 Engineering will develop the 60% design submittal for the improvements to the water,
wastewater, stormwater systems and roadway reconstruction at Cairo Lane, NW 127th Street
described herein. The 60% design submittal will include the following activities:
11
• Preparation of 60% design drawings (civil discipline) for the water system
• Preparation of 60% design drawings (civil discipline) for the wastewater system
• Preparation of 60% design drawings (civil discipline) for stormwater system and roadway
reconstruction
• Preparation of technical specifications
• Preparation of Class 3 level estimate of probable construction cost
• Preparation of Preliminary Engineering Report (PER) for the sewer system
• Preparation of Preliminary Engineering Report (PER) for the stormwater system
300 Engineering will prepare the technical specifications based on the City's and/or MDWASD's
standard specifications.
300 Engineering will also prepare a Class 3 level estimate of probable construction cost in
accordance with AACE International Recommended Practice 56R-08 Cost Estimate
Classification System.
The PERs shall be prepared to satisfy the requirements of the Miami -Dade County Regulatory
and Economic Resources (MDRER) Department. The PER for the sewer system shall contain the
following information:
• Introduction
• Project Location
• Reasons of Project
• Description of Force Main System
• Design Criteria for Force Main Replacement — (Hydraulic Model to be provided by the City
or City's designee)
• Scope of Work
• Exhibits
The PER for the stormwater system shall contain the following information:
• Introduction
• Project Location
• Reasons of Project
• Description of Stormwater System
• Design Criteria for Stormwater System, including hydraulic modeling under revised site
conditions
• Scope of Work
• Exhibits
It is anticipated that the City will complete its review of the 60% Design Submittal (drawings,
technical specifications, estimate of probable construction cost) and PERs within ten (10) working
days of receipt of the submittal.
Deliverables
The following deliverables will be submitted to the City as part of Task 200:
• 60% Design Drawings for the Water System including: location map, general notes,
proposed plans and profiles. One (1) electronic set of drawings (24x36 -inch at 1:20 scale)
• 60% Design Drawings for the Wastewater System including: location map, general notes,
existing and proposed plans and profiles One (1) electronic set of drawings (24x36 -inch
at 1:20 scale)
12
• 60% Design Drawings for Stormwater System and Roadway Reconstruction including:
location map, general notes, proposed plans and profiles, cross sections, pavement
restoration, MOT, signage and markings. One (1) electronic set of drawings (24x36 -inch
at 1:20 scale)
• Technical specifications. One (1) electronic copy
• Class 3 Estimate of Probable Construction Cost. One (1) electronic copy
• Wastewater System Preliminary Engineering Report. One (1) electronic copy
• Stormwater System Preliminary Engineering Report. One (1) electronic copy
300 90% Design Submittal and FER
Upon approval of the 60% Design submittal, 300 Engineering shall prepare 90% drawings and
specifications for the project. The 90% drawings will include updated general, civil and design
details. Additionally, the stormwater system and roadway drawings shall include Maintenance of
Traffic (MOT) and stormwater pollution prevention plans. The drawings and specifications shall
include the necessary information to accommodate the proposed improvements. Please refer to
Appendix A for a preliminary list of drawings. 300 Engineering will update the stormwater and
wastewater system PERs based on the comments received from the City and will prepare the
Final Engineering Reports (FER) to be used for permitting purposes.
City will provide standard contract documents including front-end documents. 300 Engineering
will prepare the technical specifications based on Miami Dade Water and Sewer Department
(MDWASD); and/or FDOT's standards.
The 90% design submittal (drawings, technical specifications, estimate of probable construction
cost) will be submitted to the City for review and comments. The City shall provide the comments
to 300 Engineering in electronic format. It is anticipated that the City will complete its review of
the 90% design submittal within ten (10) working days of receipt of the submittal package.
Deliverables
The following deliverables will be submitted to the City as part of Task 300:
• 90% Design Drawings for the Water System. One (1) electronic set of drawings (24x36 -
inch at 1:20 scale)
• 90% Design Drawings for the Wastewater System. One (1) electronic set of drawings
(24x36 -inch at 1:20 scale)
• 90% Design Drawings for Stormwater System and Roadway Reconstruction. One (1)
electronic set of drawings (24x36 -inch at 1:20 scale)
• Technical specifications. One (1) electronic copy
• Class 1 Estimate of Probable Construction Cost. One (1) electronic copy
• Wastewater System Final Engineering Report. One (1) electronic copy
• Stormwater System Final Engineering Report. One (1) electronic copy
400 100% Design and Bid Set Submittals
Upon receipt of the comments from the City to the 90% design, 300 Engineering shall proceed
with the preparation of the 100% design drawings. The 100% documents will be submitted to the
City for final review and will be used to submit permit applications to the permitting agencies.
13
300 Engineering will prepare the Bid Set of construction documents to be utilized for bidding
purposes after receipt of comments from the permitting agencies and comments from the City on
the 100% design submittal.
It is anticipated that the City will complete its review of the 100% complete plans and specifications
within ten (10) working days of receipt of the submittal package.
In response to the City's request and in alignment with budget considerations, 300 Engineering
will adapt the initial concrete pavement design to a concrete -asphalt hybrid configuration. In
addition, as requested by the RER-DERM Water Control, a new stormwater treatment system will
be designed to incorporate a multi -stage approach with treatment units inside catch basins and a
new final treatment stage prior to the outfall system.
Deliverables
The following deliverables will be submitted to the City as part of Task 400:
• 100% Submittal (to be used for permitting):
o Water System Drawings. One (1) electronic Signed and Sealed set of drawings
(24x36 -inch, scale 1:20)
o Wastewater System Drawings. One (1) electronic Signed and Sealed set of
drawings (24x36 -inch, scale 1:20)
o Stormwater System and Roadway Reconstruction Drawings. One (1) electronic
Signed and Sealed set of drawings (24x36 -inch, scale 1:20)
• Bid Set Submittal (to be used for bidding purposes)
o Water System Drawings. One (1) electronic Signed and Sealed set of drawings
(24x36 -inch, scale 1:20)
o Wastewater System Drawings. One (1) electronic Signed and Sealed set of
drawings (24x36 -inch, scale 1:20)
o Stormwater System and Roadway Reconstruction Drawings. One (1) electronic
Signed and Sealed set of drawings (24x36 -inch, scale 1:20)
o Technical Specifications. One (1) electronic copy
• Class 1 Estimate of Probable Construction Cost. One (1) electronic copy
500 Permitting Support
300 Engineering will perform the following activities:
• Prepare one (1) permit application, per agency identified below
• Provide design data as required for permit approval from the various regulatory agencies
• Prepare signed and sealed contract documents for regulatory agency/City review, as
described in task 400
• Respond to requests for information (RFIs) issued by the regulatory agencies within ten
(10) working days of receipt of comments
Anticipated regulatory reviews are as follows:
Miami -Dade County Fire Rescue
It is anticipated that a Municipal Permit will be required with the Miami -Dade Fire Rescue for the
fire hydrants and/or fire services located within the project.
Miami -Dade County RER/FDEP
14
It is anticipated that a Sewer Extension Permit will be required for the force main extension
considered herein.
300 Engineering will perform the sanitary sewer hydraulic modeling to evaluate the described
scenario of the force main extension using the existing hydraulic model as a base, as requested
by RER/FDEP. A hydraulic modeling technical memorandum will be prepared to document the
results of the model and recommendations.
300 Engineering will prepare a separate permit package to comply with RER/FDEP Sewer
extension requirements.
Florida Department of Transportation
It is anticipated that a Utility Permit with the Florida Department of Transportation will be required
for the project.
FDEP
It is anticipated that a National Pollution Discharge Elimination System (NPDES) Generic Permit
for Large and Small Construction Activities might be required for the project.
Miami -Dade County RER-DERM
It is anticipated that a Class II permit with RER/DERM will be required for the construction of
drainage system with overflow or outfall in, on or upon any water body within the project. A
stormwater pollution prevention plan will be prepared for the project.
300 Engineering will provide the design of a new stormwater treatment system including a
multistage phase and incorporate it in the Permit Set to comply with RER-DERM regulations.
Additionally, as discussed with RER-DERM Pollution Remediation Section (PRS) soil
management and health and safety plan is required for this project, this can be included as a
requirement for the Contractor. 300 Engineering will include the minimum requirements for these
plans in the updated permit sets and bid set submittals.
City of Opa-Locka Public Works Department
It is anticipated that a Public Works Building Permit will be required for this project.
Miami -Dade County Public Works Department
It is anticipated that a Dry Run review for the Miami -Dade Transportation and Public Works
Department will be required for the project.
South Florida Water Management District
It is anticipated that a surface Water Management General Permit (SWMGP) will be required
since the outfall pipe to the canal exceeds 24 inches.
300 Engineering will respond to RFIs issued by the regulatory agencies as required. It is
anticipated that up to two (2) RFIs per agency will be responded to during the permitting process.
Permitting fees are not included in this proposal. The City shall be responsible for all permit fees.
15
300 Engineering shall pay the permit and application fees for the RER/DERM Class II Water
Control Permit and the RER/FDEP Sewer Extension Permit. These services shall be provided as
a reimbursable expense.
Deliverables
The following deliverables will be submitted to the City as part of Task 500:
• One (1) permit application per agency (as outlined above)
• Reponses to RFIs
• Hydraulic modeling technical memorandum. One (1) electronic copy
• Soil Management Plan Requirements for Contractor. One (1) electronic copy
• Health and Safety Plan Requirements for Contractor. One (1) electronic copy
600 Bid and Award Services
300 Engineering shall attend one (1) pre -bid conference for the project described herein. 300
Engineering shall prepare and distribute written meeting minutes to the bidders and attendees
within three (3) calendar days after the pre -bid conferences.
300 Engineering shall receive, keep track, and provide timely responses to RFIs from contractors
during the bid process. 300 Engineering shall prepare written addenda with RFIs and responses
and the final version of each addenda shall be transmitted to the City's designee for review and
issuance.
Within five (5) calendar days of receipt of bids, 300 Engineering shall evaluate the bids for
completeness, responsiveness, and price, including alternative prices and unit prices, and shall
make a recommendation to the City regarding award of the contract for the project.
Deliverables
The following deliverables will be submitted to the City as part of Task 600:
• Pre -bid conference meeting minutes. One (1) electronic copy emailed to the City's
designee
• Response to RFIs from the potential bidders. One (1) electronic copy per RFI emailed the
City's designee
• Formal Recommendation to the City regarding award of contract. One (1) electronic copy
emailed to the City's designee
700 Engineering Services during Construction and Inspection
Services
300 Engineering shall provide the following engineering services during construction:
• Preparation of Responses to RFIs. The number of responses to RFIs from the contractor
shall be limited to twenty (20) under this scope of work
• Review of Shop Drawings submittals. The number of shop drawings review from the
contractor shall be limited to twenty-five (25) under this scope of work
• Daily Construction Inspections for the duration of the construction phase. For the purpose
of estimating the level of effort associated with this activity, six (6) months of construction
have been budgeted
16
• Review and approval of contractor as-builts drawings, including verification of regulatory
compliance and project certification
• Review and approval of change order requests. The number of review and approval of
change order requests shall be limited to five (5) under this scope of work
• Attendance to Pre -Construction Meeting. The number of pre -construction meetings shall
be limited to one (1) under this scope of work
• Attendance to Bi-weekly Construction Meetings
• Review and approval of contractor request for payment
300 Engineering will not provide construction management services under this scope of work.
The City shall be responsible for the management of the Contractor.
Deliverables
The following deliverables will be submitted to the City as part of Task 700:
• RFI Response Memorandum. One (1) electronic copy emailed to the City designee per
RFI
• Shop Drawing Submittal Review comments. One (1) electronic copy emailed to the City's
designee per Shop Drawing review
• Daily Inspection Reports. One (1) electronic copy emailed to the City's designee per report
• As -built Review Memorandum. One (1) electronic copy emailed to the City's designee
• Change Order Review and Recommendations. One (1) electronic copy emailed to the City
designee per change order request
• Pre -Construction Meeting Agenda and Meeting Minutes. One (1) electronic copy emailed
to the City's designee
• Bi-weekly Construction Meeting Agendas and Meeting Minutes. One (1) electronic copy
emailed to the City's designee per meeting
• Contractor Request for Payment Approval. One (1) electronic copy emailed to the City's
designee per contractor payment request
SCHEDULE
The Project Schedule is approximately twelve (12) months from NTP.
INVOICING
Invoicing will be monthly as per the Contract between 300 Engineering and the City of Opa-Locka.
Invoices shall be paid within thirty (30) days of invoice receipt.
COMPENSATION
The services described herein for Tasks 100 to 600 will be performed on a fixed lump sum fee
basis, and in a time and materials fee basis for Task 700, as per the Contract between 300
Engineering and the City of Opa-Locka, in the amount shown in Appendix B as CONTRACT
GRAND TOTAL. Miles, reproduction, and other reimbursable expenses are to be paid as
presented and approved.
Additional expenses included in Revision 1 are presented in Appendix C.
17
ASSUMPTIONS
This Scope of Services is based on the following assumptions:
• All requested information will be made available to 300 Engineering by the City
• When available, the City will provide 300 Engineering with any requested AutoCAD
information in electronic format
• City's staff will be available to attend meetings and assist 300 Engineering with site visits
as necessary
• City will provide standard contract documents including front-end documents. 300
Engineering will prepare the technical specifications based on Miami Dade Water and
Sewer Department (MDWASD); and/or FDOT's standards
• MOTs will be prepared FDOT Standard Details as a base
• Permit fees shall be paid by 300 and reimbursed by the City
• Performance durations provided assume timely permit processing by regulatory agencies
having jurisdiction over the project. Delays in obtaining permits beyond the control of 300
Engineering and our subconsultants may result in delays to the performance schedule for
which 300 Engineering cannot be held liable
• 300 Engineering is responsible for the certification of the portions of the project designed
by 300 Engineering
• 300 Engineering is responsible for obtaining the specified permits for this project, as listed
herein, one time per agency only. If permits expire before the completion of the
procurement and/or construction phases and permit renewals are required, these shall be
considered additional permitting services, not included in this scope of work, and would
require a scope and fee revision
• Water main extension permit will not be required as the water mains within the project
area are already in operation
• 300 Engineering will not perform sanitary sewer hydraulic modeling services under this
extension permits
• 300 Engineering will provide sanitary sewer hydraulic modeling services under this scope
of work. A hydraulic modeling technical memorandum will be prepared to document the
results of the model.
• It is the responsibility of the Contractor to submit and secure a Class V permit application
with RER/DERM prior to initiating construction work
• The force main section crossing NW 135th Street will be designed for open trench
installation. This scope of work does not include HDD design
• The stormwater system will be designed to only manage the runoff generated by the public
ROW
• The City will be responsible for enforcing code compliance in the project area to avoid
illegal disposal of debris in the ROW and/or in the stormwater structures
• Environmental Assessment/Remediation activities are not included in this scope of work
• Existing utilities will be identified and considered during the design phases of the project.
If major utility relocation design efforts are needed, this might require a revision of the
scope of work
• The recommendations and design criteria defined in the Technical Memorandums
prepared as part of a separate tasks were based on documentation provided by the City
as well as limited field observations performed by 300 Engineering
18
• The estimation of the pressure at the point of connection (POC) of the force main will be
conducted based on the data provide by the Hydraulic Model to be developed by the City's
designee
• 300 Engineering shall not be responsible for any delays in the project caused by response
times from the City and/or utility owners
• 300 Engineering shall not be held liable for the integrity, proper functioning and adequate
installation of infrastructure installed by Intercounty Engineering
• 300 Engineering shall not be liable for any malfunction or damage to the City's roadways,
water distribution system, drainage system, force main, and/or consumer lines
• The City shall provide 300 Engineering with the contact information of the property owners
within the project site
• The City shall provide 300 Engineering with the contact information, if available, of utility
owners that were involved during the Design -Build project conducted by Intercounty
Engineering
• In consideration of this Project, unrestricted access to data and information sources is
made available to 300 Engineering. 300 Engineering shall comply fully with all security
procedures, and shall not divulge to third parties all confidential Data Information obtained
from the City of Opa-Locka while performing consulting services, including, but not limited
to, security procedures, business operations information or proprietary information in the
possession of the City of Opa-Locka. 300 Engineering shall not be required to keep
confidential information or material that is publicly available through no fault of 300
Engineering, material that 300 Engineering developed independently without relying on
the State's or Customer's confidential information, or material that is otherwise obtainable
under State Law as a public record
19
3CC
APPENDIX A
Preliminary List of Drawings
1) Water System
Sheet
G1
G2
G3
G4
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
Description
Title Sheet
Notes and Legend
General Notes
Key Sheet
Water Service Connections
Water Service Connections
Water Service Connections
Water Service Connections
Water Service Connections
Water Service Connections
Water Service Connections
Water Service Connections
Water Service Connections
Water Service Connections
Water Service Connections
Water Service Connections
Civil Details
Civil Details
Standard Details
Standard Details
Standard Details
2) Wastewater System
Sheet
G1
G2
G3
G4
C1
C2
C3
C4
C5
C6
C7
C8
C9
and Fire Hydrants Plan — Cairo Lane
and Fire Hydrants Plan — Cairo Lane — Cairo Lane
and Fire Hydrants Plan — Cairo Lane — Cairo Lane
and Fire Hydrants Plan — Cairo Lane — Cairo Lane
and Fire Hydrants Plan — Cairo Lane — Cairo Lane
and Fire Hydrants Plan — Cairo Lane — Cairo Lane
and Fire Hydrants Plan — Cairo Lane — Cairo Lane
and Fire Hydrants Plan — Cairo Lane — NW 127th Street
and Fire Hydrants Plan — Cairo Lane — NW 127th Street
and Fire Hydrants Plan — Cairo Lane — NW 127th Street
and Fire Hydrants Plan — Cairo Lane — NW 127th Street
and Fire Hydrants Plan — Cairo Lane — NW 127th Street
Description
Title Sheet
Notes and Legend
General Notes
Key Sheet
Force Main Plan & Profile — Cairo Lane
Force Main Plan & Profile — Cairo Lane
Force Main Plan & Profile — Cairo Lane
Force Main Plan & Profile — Cairo Lane
Force Main Plan & Profile — Cairo Lane
Force Main Plan & Profile — Cairo Lane
Force Main Plan & Profile — Cairo Lane
Civil Details
Civil Details
C10 Standard Details
C11 Standard Details
C12 Standard Details
3) Roadway and Stormwater System
Sheet Description
G1 Title Sheet
G2 Notes and Legend
G3 General Notes
G4 Key Sheet
C1 Stormwater Structures Demolition/Modification Plan
C2 Stormwater Structures Demolition/Modification Plan
C3 Roadway and Drainage Plan & Profile — Cairo Lane
C4 Roadway and Drainage Plan & Profile — Cairo Lane
C5 Roadway and Drainage Plan & Profile — Cairo Lane
C6 Roadway and Drainage Plan & Profile — Cairo Lane
C7 Roadway and Drainage Plan & Profile — Cairo Lane
C8 Roadway and Drainage Plan & Profile — Cairo Lane
C9 Roadway and Drainage Plan & Profile — Cairo Lane
C10 Roadway and Drainage Plan & Profile — NW 127th Street
C11 Roadway and Drainage Plan & Profile — NW 127th Street
C12 Roadway and Drainage Plan & Profile — NW 127th Street
C13 Roadway and Drainage Plan & Profile — NW 127th Street
C14 Roadway and Drainage Plan & Profile — NW 127th Street
C15 Roadway and Drainage Plan & Profile — NW 32' Avenue
C16 Civil Details
C17 Civil Details
C18 Civil Details
C19 Civil Details
C20 Civil Details
C21 Civil Details
C22 Civil Details
C23 Civil Details
C24 Standard Details
C25 Standard Details
C26 Standard Details
C27 MOT — Cairo Lane
C28 MOT — Cairo Lane
C29 MOT — Cairo Lane
C30 MOT — Cairo Lane
C31 MOT — Cairo Lane
C32 MOT — Cairo Lane
C33 MOT — Cairo Lane
C34 MOT — NW 127th Street
C35 MOT — NW 127th Street
C36 MOT — NW 127th Street
C37 MOT — NW 127th Street
C38 MOT — NW 127th Street
C39 Cross Sections — Cairo Lane
C40 Cross Sections — Cairo Lane
C41 Cross Sections — Cairo Lane
C42 Cross Sections — Cairo Lane
C43 Cross Sections — Cairo Lane
C44 Cross Sections — Cairo Lane
C45 Cross Sections — Cairo Lane
C46 Cross Sections — NW 127th Street
C47 Cross Sections — NW 127th Street
C48 Cross Sections — NW 127th Street
C49 Cross Sections — NW 127th Street
C50 Cross Sections — NW 127th Street
C51 Stormwater Pollution Prevention Plan
C52 Stormwater Pollution Prevention Plan
C53 Stormwater Pollution Prevention Plan
C54 Stormwater Pollution Prevention Plan
C55 Stormwater Pollution Prevention Plan
C56 Stormwater Pollution Prevention Plan
C57 Signing and Pavement Markings — Cairo Lane
C58 Signing and Pavement Markings — Cairo Lane
C59 Signing and Pavement Markings — Cairo Lane
C60 Signing and Pavement Markings — Cairo Lane
C61 Signing and Pavement Markings — Cairo Lane
C62 Signing and Pavement Markings — NW 127th Street
C63 Signing and Pavement Markings — NW 127th Street
C64 Signing and Pavement Markings — NW 127th Street
C65 Signing and Pavement Markings — NW 127th Street
APPENDIX B
FEE SCHEDULE
Subtaa k
City of Opa-Locka
RR] No. 20 .0324200
"Cairo Lane, NW 127th Stre et and Ale xa ndri a Dri ve Pr oj ect— De sign, Permitting and E ngineering S ervic es During Co nstru ctio n"
Fee Schedule
Project Principal Pr oject Man ager C$ up�„s Engineer of Rec ord Pr ot ect Engi neer CAD T echnicia n Inspect or T ot al H ours
Rate, $IHr 0215.00 $190.00 0160.00 8160 .00 $140.00 $75.00
$90 .00
100
200
300
400
500
600
700
Pro ject Ma na ge ment
60% Design Phase
90% Design Phase
100% Design and Bid Set Su bmittals
Permittin g Su pport
Bid an d Award Se rvices
Engineerin g Services durin g Cons truction and Inspection Serv ius
2
2
26
50
27
19
36
10
73
22
12
10
60
30
20
21
12
121
31
120
60
60
72
240
120
80
57
492
249
189
131
32
1013
179
640
Total (Ho urs)
Sub -To ni Labo r Fee
4
241
44
264
530
440
640
2163
To ta l Pro je ct Co st (Labo r)
% Utlllatio n
Total (0)
0.18%
9860.00
11.14%
545,790.00
2.03%
$7.040.00
Pepe 1
1221%
542,240.00
24.50 %
$74,200.00
20.34 %
533,000.00
28.59%
557,600.00
100 .00%
0260,730 .00
3GC
B udget
Lab or
S ubt otal
59280.00
99,280 .00
$57,420 .00
057,420.00
029,250 .00
829,250.00
522,810 .00
022,810.00
520.710 .00
020,710 .00
55,370.00
$5,370.00
0115,890.00
9115,890.00
9260,730.00
9260,730.00
$260,730.00
260,730 .0
Remarks
Lu mp Sum
Lump Sum
Lump Sum
Lump Sum
Lump Sum
Lump Sum
Tim e & Materials
APPENDIX C
REVISION 1 PROPOSED FEE SCHEDULE
City o! Op.Loclu RFQ No. 20.0324200
"Cairo Lane, NW 127th Str eet and Al exandria Orly. Project —Design, P erwHgl g and Engi neering Se rvices During C oneouctI on"
Propos ed Fee Schedule Revisi on 1
Armantln C
Ram,501r
Prdect Princip al Project Manag er Operation. Support Engin eer of R eprtl Pr o). Engine er CAD Tedln lbn Insp ect or
5215.00
5190 .00 3160.00 3100.00 5140 .00 576.00 590.00
Tot al Hours
Su 6Wk
110
200
300
400
500
800
700
Project Management
S0% Deelgn Pha se
00% Des10n Phase
100% Dod ge and 010 Sot Submd tale
Pom,itting 50 111004
BM and Award Service s
Engine ering Swims durin g Ca ru .odko and In .Pea ti0n Sank .
0
0
0
204
2w
0
20
20
40
32
34
eti
40
Mr
Total (Noun)
Sub -To tal Labo r Fee
72
150
100
468
000' 5 (M 1ka 90. Ru ptoductIan 8 Rulmbu rauble )
DEW, Claee III Wa rm Cora Por A ppllcu110n F.
DERMS Clan I II Water Control Prmiil Foe
FOE? Sower Emersion Pen. A pplim l
Sub Tota l 00 0§ (M ilea ge, 00 0,0Iuctia„ S Rolmbunebinl
Su b -T ota l labo r Fao1000
9. trelleatlon
Total [5)
30.00
0.55%
57600.00
0. 00•%
50.00
1538%
511529 .00
19%
522400.00
4'1.68 %
51 4700 .00
0.00%
50.00
100 .000 .
50 .00
Bud➢ N
Labor
Subbhl
50 .00
sS00
50.00
50.00
50.00
50 .00
029,5000.00
529,660 00
520.560 .00
529.500 00
50.00
50.00
5000
5000
556 .].20.00
556.220.00
5520 )5
000.303 .25
5550.20
331 983.00
$68,203.00
588 .203 .00
Rem arks
Lump Sum
Lump Sum
L ump Sum
Lurna Sum
Lump Sum
L ump Sum
Tim e A Mardi s
Reimbu n.Llu 04,ureu
00!mbursablu Fe mme *
000102rsoblu 1250 .12,
PROJECT AGREEMENT
FOR DESIGN SERVICES
BETWEEN
THE CITY OF
OPA-LOCKA AND
300 ENGINEERING GROUP P.A.
THIS PROJECT AGREEMENT (the "Agreement") is made and entered into this
1St day of March, 2021 between the CITY OF OPA-LOCKA, FLORIDA, a Florida Municipal
Corporation with its principal offices located at 780 Fisherman Street, 4th Floor. Op-Iocka FL.
33054 (the "City"), and 300 ENGINEERING GROUP P.A. (the "Consultant"), a Florida
corporation authorized to conduct business in the State of Florida, with principal offices located
at 2222 Ponce de Leon Blvd. Suite 300. Coral Gables, Florida 33134.
WITNESSED:
WHEREAS, on June 10, 2020, the City approved a pool of Qualified Firms to provide
Architectural and Engineering Consulting Services to the City on an as needed basis pursuant
to RFQ# 20-0324200 Library of Miscellaneous Professional Consultants; and
WHEREAS, the Consultant is a member of the pool under the subcategory of Civil
Engineering, Landscape Architectural, Structural Engineering and Traffic Engineering Services
and has executed a Continuing Services Agreement; and
WHEREAS, the Consultant has been selected by the City to provide Engineering
Consulting Design Services (known as the "Project", the "Services" or the "Scope of Services")
to the assessment and evaluation of the Cairo Lane, NW 127th Street and Alexandria Drive
Project, including the verification of the design proposed by the previous Contractor, and to
develop basis design for the completion of the stormwater, force main, water system, and
roadway improvement.
NOW, THEREFORE, in consideration of the foregoing recitals, which are incorporated
herein, and the mutual covenants, terms and conditions provided below, the Consultant and the
City agree as follows:
1. CONTRACT DOCUMENTS
The Contract Documents referred to in this Agreement shall be comprised of the
following:
1.1 This Agreement (the "Specific Projects" or "Project Agreement") between
the parties), including any General Terms and Conditions, Supplementary Conditions,
Statement of Work or any other provisions contained within this Agreement;
Civil Engineering Services
Page 1 of 8
1.2 A Scope of Services request completed by the Consultant and
accepted by the City, attached hereto as Attachment "A"; and
1.3 Any and all applicable addenda, proposals executed and submitted
by the Consultant and accepted by the City, specifications and insurance
certificates; and
1.4 All amendments mutually agreed to after execution of this Agreement.
These Contract Documents comprise the entire agreement for the Services agreed
to herein between the parties, and incorporated into and made a part of this
Agreement as if attached to this Agreement or repeated herein. In the event of a
conflict between this Agreement and any other Contract Document(s), this
Agreement shall prevail.
2. THE WORK
Consultant shall furnish all labor, materials and equipment necessary to provide
professional Services as specified in the Scope of Services and accepted by the
City.
3. PERIOD OF SERVICE
The Consultant shall begin work promptly after receipt of a fully executed copy of
this Agreement and a letter of Notice to Proceed from the City and shall complete
the Project within the time mutually agreed upon, as specified in the Scope of
Services request accepted by the City.
4. COMPENSATION
Compensation (the "Contract Sum") for performing the Services related to the
Project shall be the fee of One Hundred Fifty -Nine Thousand Two Hundred
Ninety -Six Dollars ($159,296.00) specified in the Scope of Services request
accepted by the City.
5. PAYMENTS
5.1 The City shall pay the Contract Sum to the Consultant subject to the
completion of tasks as specified in the Attachment "A". The City shall pay the
Consultant for work performed subject to the specifications of the job and any
additions and deductions by subsequent change order provided in the Contract
Documents. All payments shall be governed by the Florida Prompt Payment Act,
Chapter 218, Part VII, Florida Statutes.
Page 2 of 8
Civil Engineering Services
5.2 The Consultant shall provide periodic invoices to the City upon
completion of a substantial amount of Services relating to the Scope of Services
contained within this Agreement. Payment shall be made to the Consultant upon
approval of submitted invoices to the City.
6. TERMINATION
This Agreement may be terminated by the City for convenience upon ninety (90)
calendar days' written notice to the Consultant. In the event of such termination, any
Services performed by the Consultant under this Agreement shall, at the option of the
City, become the City's property, and the Consultant shall be entitled to receive
compensation for any work completed pursuant to this Agreement to the satisfaction
of the City up through the date of termination. Under no circumstances shall City make
payment for Services that have not been performed.
This Agreement may be terminated by either party for cause upon five calendar days'
written notice to the other should such other party fail to perform in accordance with its
material terms through no fault of the party initiating the termination. In the event the
Consultant abandons this Agreement or causes it to be terminated by the City, the
Consultant shall indemnify and save the City harmless against loss pertaining to this
termination. In the event that the Consultant is terminated by the City for cause and it
is subsequently determined by a court of competent jurisdiction that such termination
was without cause, such termination shall thereupon be deemed a termination for
convenience and the provisions in the paragraph above shall apply.
7. DEFAULT:
In the event of a default by Consultant, the default provisions contained in the
Continuing Services Agreement between the parties shall govern.
8. ANTI-LOBBYING/NO CONTINGENT FEE:
The provisions of Section 11 of the Continuing Services Agreement shall apply to this
Agreement.
9. WARRANTIES AND GUARANTEES:
9.1 The Consultant warrants that its Services are to be performed within the
limits prescribed by the City and with the usual thoroughness and competence of the
Consultant's architectural and/or engineering profession.
9.2 The Consultant shall be responsible for technically deficient designs,
reports or studies due to negligent acts, errors or omissions. The Consultant shall, upon
the request of the City, promptly correct or replace all deficient work due to negligent
acts, errors or omissions without cost to the City.
Page 3 of 8
Civil Engineering Services
10. BINDING EFFECT:
This Agreement shall bind and the benefits thereof shall inure to the respective parties
hereto, their legal representatives, executors, administrators, successors and assigns.
11. AMENDMENTS AND MODIFICATION:
No amendments and/or modifications of this Agreement shall be valid unless in
writing and signed by each of the parties to the Agreement.
12. MERGER: AMENDMENT:
This Agreement, including the referenced Contract Documents, and any
attachments, constitute the entire agreement between Consultant and City, and all
negotiations and oral understandings between the parties are merged herein. This
Agreement may be supplemented and/or amended only by a written document
executed by both Consultant and City.
13. NONASSIGNABILITY:
Consultant shall not assign, subcontract or transfer any rights or delegate any
duties arising under this Agreement without prior written consent of the City, which
consent may be withheld by the City in its sole discretion.
14. NOTICES:
Whenever either party desires to give notice to the other, it shall be given by written
notice, sent by certified United States mail, with return receipt requested,
addressed to the party for whom it is intended, at the place last specified, and the
place for giving of notice in compliance with the provisions of this paragraph. For
the present, the parties designate the following as the respective places for giving
of notice, to -wit:
FOR CONSULTANT:
FOR CITY:
WITH COPY TO:
Civil Engineering Services
300 Engineering Group P.A.
2222 Ponce de Leon Blvd.
Suite 300
Coral Gables, FL 33134
City of Opa-Locka
John Pate, City Manager
780 Fisherman Street
Opa-Locka, FL 33054
Burnadette Norris -Weeks, P.A.
City Attorney
401 North Avenue of the Arts
(NW 7th Avenue)
Fort Lauderdale, FL 33311
Telephone: 954-768-9770
Facsimile: 954-768-9790
Page 4 of 8
15. SEVERABILITY; WAIVER:
Any provision in this Agreement that is prohibited or unenforceable under Florida or
federal law shall be ineffective to the extent of such prohibitions or unenforceability
without invalidating the remaining provisions hereof. Also, the non -enforcement of
any provision by either party to this Agreement shall not constitute a waiver of that
provision nor shall it affect the future enforceability of that provision or the remainder
of this Agreement.
16. Scrutinized Companies
16.1 Contractor certifies that it and its subcontractors are not on the Scrutinized
Companies that Boycott Israel List. Pursuant to Section 287.135, F.S., the City may
immediately terminate this Agreement at its sole option if the Contractor or its
subcontractors are found to have submitted a false certification; or if the Contractor,
or its subcontractors are placed on the Scrutinized Companies that Boycott Israel List
or is engaged in the boycott of Israel during the term of the Agreement.
16.2 If this Agreement is for more than one million dollars, the Contractor certifies
that it and its subcontractors are also not on the Scrutinized Companies with Activities
in Sudan, Scrutinized Companies with Activities in the Iran Petroleum Energy Sector
List, or engaged with business operations in Cuba or Syria as identified in Section
287.135, F.S. Pursuant to Section 287.135, F.S., the City may immediately terminate
this Agreement at its sole option if the Contractor , its affiliates, or its subcontractors
are found to have submitted a false certification; or if the Contractor, its affiliates, or
its subcontractors are placed on the Scrutinized Companies with Activities in Sudan
List, or Scrutinized Companies with Activities in the Iran Petroleum Energy Sector
List, or engaged with business operations in Cuba or Syria during the term of the
Agreement.
16.3 The Contractor agrees to observe the above requirements for applicable
subcontracts entered into for the performance of work under this Agreement.
16.4 As provided in Subsection 287.135(8), F.S., if federal law ceases to authorize
the above -stated contracting prohibitions then they shall become inoperative.
17. OTHER PROVISIONS:
17.1 Titles and paragraph headings are for convenient reference and are not
a part of this Agreement.
17.2 In the event of conflict between the terms of this Agreement and any
terms or conditions contained in any attached or referenced Contract Documents, the
terms in this Agreement shall prevail.
17.3 No waiver or breach of any provision of this Agreement shall constitute
a waiver of any subsequent breach of the same or any other provision, and no waiver
shall be effective unless made in writing.
17.4 Consultant acknowledges that the public shall have access, at all
reasonable times, to certain documents and information pertaining to City contracts,
Page 5 of 8
Civil Engineering Services
pursuant to the provisions of Chapter 119, Florida Statutes. Consultant agrees to
maintain public records in Consultant's possession or control in connection with
Consultant's performance under this Agreement and to provide the public with access
to public records in accordance with the record maintenance, production
and cost requirements set forth in Chapter 119, Florida Statutes, or as otherwise
required by Law. Consultant shall ensure that public records that are exempt or
confidential from public records disclosure requirements are not disclosed except as
authorized by Law, for the duration of this Agreement and following completion of this
Agreement until the records are transferred to the City.
17.5 Unless otherwise provided by Law, any and all reports, surveys, and other
data and documents provided or created in connection with this Agreement are and
shall remain the property of City. Upon completion of this Agreement or in the event
of termination by either party, any reports, photographs, surveys and other data and
documents and all public records prepared by, or in the possession or control of
Consultant, whether finished or unfinished, shall become the property of City and
shall be delivered by Consultant to the City Manager, at no cost to the City, within
seven days of termination of this Agreement. All such records stored electronically
by Consultant shall be delivered to the City in a format that is compatible with the
City's information technology systems. Upon completion or termination of this
Agreement, Consultant shall destroy any and all duplicate public records that are
exempt or confidential and exempt from public records disclosure. Any
compensation due to Consultant shall be withheld until all documents are received
as provided herein. Consultant's failure or refusal to comply with the provisions of
this Section shall result in the immediate termination of this Agreement by the
City.
17.6 Upon request by City's records custodian, provide City with a copy of
requested records or allow the records to be inspected or copied within a
reasonable time at a cost that does not exceed the cost provided in Chapter 119,
Florida Statutes, or as otherwise provided by law.
IF CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF
CHAPTER 119, FLORIDA STATUTES, TO CONSULTANT'S DUTY TO
PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT
THE CUSTODIAN OF PUBLIC RECORDS AT (305) 953-2821, OR BY MAIL:
CITY OF OPA-LOCKA - CITY CLERK'S OFFICE, 780 FISHERMAN STREET,
4TH FLOOR. OPA-LOCKA FL 33054.
Page 6 of 8
Civil Engineering Services
IN WITNESS WHEREOF, the parties hereto have caused this instrument to be
executed by their respective duly authorized representatives the day and year written
below.
FOR CITY:
AT EST:
Joa j a Flores, City Clerk
Approved as to form and legal sufficiency
for the use of and reliance by the City of
Opa-L,cka only:
City Attorney
Burnadette Norris -Weeks, PA
Ana Dvorak
Print Name
Civil Engineering Services
CITY OF OPA-LOCKA
By: / s ;
Jo
Cit, Mana er
Dated: 01 0- lac
d
FOR CONSULTANT:
300 Engineering Groins P.A.
P
By: jay
Authoribed Fyepresentative
Franklin A. Torrealba, PE / Director
Print Name
06/10/2021
Date
Corporate Seal:
ATTACHMENT "A"
Consultant Scope of Work and Fee Proposal dated August 24, 2020 to provide engineering
consulting design services for the assessment and evaluation of the Cairo Lane, NW 127th
Street and Alexandria Drive Project, including the verification of the design proposed
by the previous Contractor, and to develop basis design for the completion of the
stormwater, force main, water system, and roadway improvement for the amount of one
hundred fifty nine thousand two hundred ninety six dollars ($159,296.00)
Page 8 of 8
Civil Engineering Services
City of Opa-Locka
RFQ 20-0324200
Cairo Lane, 127th Street and Alexandria Drive Project —
Engineering and Assessment Services
SCOPE OF WORK
August 24, 2020
Prepared for:
City of Opa-Locka Public Works Department
Attn: Airia Austin
Public Works and CIP Director
City of Opa Locka
780 Fisherman Street
Opa-Iocka, FL 33054
Prepared by:
300 Engineering Group, P.A.
3850 Bird Road, Suite 601
Miami, Florida 33146
Table of Contents
INTRODUCTION 2
DESCRIPTION OF SERVICES 6
100 Project Management 6
200 Site Investigation 7
300 Stormwater System Assessment and Development of Basis of Design 8
400 Force Main System Assessment and Development of Basis of Design 9
500 Fire Hydrants & Water Valves Assessment and Development of Basis of Design 9
600 Roadway Reconstruction Assessment and Development of Basis of Design 10
SCHEDULE 11
INVOICING 11
COMPENSATION 11
ASSUMPTIONS 11
1
City of Opa-Locka
RFQ 20-0324200
Cairo Lane, NW 127th Street and Alexandria Drive Project —
Engineering and Assessment Services
SCOPE OF WORK
INTRODUCTION
The City of Opa-Locka (City) owns, operates and maintains a water distribution system, a
wastewater collection & transmission system and a stormwater management system within its
service area. Cairo Lane, NW 127th Street and Alexandria Drive are within an industrial area
located in the south west portion of the City, south of NW 135th Street and east of the Douglas/Le
Jeune Road Connector. The project area was once part of a 50 -acre lake fill known as Milton's
Dump that operated from 1966 to 1981.
In 2015, the City issued the Request for Proposal (RFP) No: 15-2904100 to conduct
improvements to the water, wastewater, stormwater systems and roadway reconstruction at Cairo
Lane, NW 127th Street and sections of Alexandria Drive. The project seeks to address the non-
existing drainage system in the area and provide for improved roadway conditions.
The project was procured as a Design -Build project and the contract was awarded to Intercounty
Engineering Inc. on May 13, 2015. Based on the design plans provide by the City on July 1, 2020,
the project included the following:
Cairo Lane, from the NW 127th Street Canal to NW 135th Street:
• Installation of a new 3 -Inch HDPE force main (FM), thirty-four (34) service connections to
the property line for the connection of privately owned grinder pump stations and
interconnection with an existing force main along NW 135th Street. Grinder pumps stations
shall be designed and installed by the property owners
• Installation of new drainage system, including twenty (20) catch basins, trunk drainage
pipping, nutrient removal treatment system at the south end of Cairo Lane and outfall to
discharge to the 127th street canal
• Installation of a new section of 12 -Inch PVC water main
• Roadway reconstruction
NW 127th Street, from Cairo Lane to NW 32nd Avenue:
• Installation of new drainage system, including thirteen (13) catch basins and trunk
drainage pipping
• Installation of a new 12 -Inch PVC water main and five (5) fire hydrants
• Roadway reconstruction
Alexandria Drive, from NW 127th Street to approximately NW 131St Street:
• Installation of a new 3 -Inch HDPE FM and service connections to the property line for the
connection of privately owned grinder pump stations. Grinder pumps stations shall be
designed and installed by the property owners
• Installation of a new section of 12 -Inch PVC water main
2
The construction began in February 2016 and due to financial constraints and unforeseen
conditions the construction was stopped in July 2019. Based on progress reports provided by the
City on July 1St, 2020 and a site visit conducted with the City on July 10th, 2020, the following
infrastructure was installed:
• 3 -Inch HDPE FM along Cairo Lane and five (5) service connections, not including the NW
135th Street crossing and connection to the existing force main
• South section of the trunk drainage pipe along Cairo Lane (up to catch basin 10), eighteen
(18) catch basins and the stormwater treatment structure (without the filters)
• 12 -Inch PVC water main section along Cairo Lane
• Trunk drainage line along NW 127th Street and thirteen (13) catch basins
• 12 -Inch PVC water main along NW 127th Street and four (4) fire hydrants
• 3 -Inch HDPE FM along Alexandria Drive and six (6) service connections
• 12 -Inch PVC water main section along Alexandria Drive
Per the City, the construction progress has been summarized in the following figures and tables:
Figure 1. Cairo Lane Project
Legend
Installed Treatment System
Installed Force Main
Force Main Pending
Installed Stormwater Trunk
Stormwater Trunk Pending
Installed Stormwater Structure
Stormwater Structure Pending
Installed Stormwater Junction
Installed Water Main
Fire Hydrant Pending for Verification
3
- Legend
OFire Hydrant Pending for Verification
Roadway Reconstruction Pending
— Installed Stormwater Trunk
D. Installed Stonnwater Structure
— Installed Water Main
•
Legend
' — Installed Force Main
— Installed Water Main
Table 1. Stormwater Improvements Status per the City
Road
Estimated LF of
Stormwater Trunk
Number of
Stormwater Catch
Basins
Installed
Pending
Installed
Pending
Cairo Ln
1,226
1,546
18
2
NW 127th St
1,987
-
13
-
Table 2. Force Main Improvements Status per the City
Road
Estimated LF of
Force Main
Laterals
Installed
Pending
Installed
Pending
Cairo Ln
2,449
165
5
29
Alexandria Dr
967
-
6
5
Table 3. Water Distribution Improvements Status per the City
Road
Estimated LF of
Water Main
Installed
Number of new FH
in the design
Cairo Ln
715
2
NW 127th St
1,680
5
Alexandria Dr
275
-
Table 4. Roadway Reconstruction Status per the City
Road
Estimated LF of Pending
Roadway
Reconstruction
Cairo Ln
2,640
NW 127th St
2,071
The City has selected 300 Engineering Group, P.A. (300 Engineering) as a professional firm to
provide engineering services for the assessment and evaluation of the Cairo Lane, NW 127th
Street & Alexandria Drive Project, including the verification of the design proposed by the previous
Contractor, and to develop basis of design for the completion of the stormwater, force main, water
system, and roadway improvements.
5
DESCRIPTION OF SERVICES
300 Engineering is hereby presenting a scope of services to provide the City with Cairo Lane, NW
127th Street and Alexandria Drive Project — Engineering and Assessment Services. 300
Engineering intends to undertake this project on a Lump Sum fee basis.
This project has been divided into the following tasks:
Task
Description
100
Project Management
200
Site Investigation
300
Stormwater System Assessment and Development of Basis of Design
400
Force Main System Assessment and Development of Basis of Design
500
Fire Hydrants & Water Valves Assessment and Development of Basis of Design
600
Roadway Reconstruction Assessment and Development of Basis of Design
100 Project Management
300 Engineering will provide project management services for the duration of the project. These
services will include the following:
a. Kick-off and Coordination Meetings
• Prepare for and attend to the project kickoff meeting to be held at the City's offices or via
teleconference with representatives from the City. The purpose of this meeting is to
confirm project objectives, review project timeline, define roles & responsibilities, and
discuss communication plan
• Prepare for and attend to the project monthly coordination meetings. 300 Engineering
staff will attend these meetings in person at the City's facilities or by teleconference. For
the purpose of estimating the level of effort associated with this activity, three (3)
coordination meetings have been budgeted
• For each meeting conducted under this project, 300 Engineering will prepare an agenda
and meeting minutes
b. Project Progress Reports
300 Engineering will prepare monthly progress reports that will be issued to the City along with
the monthly invoices. Monthly progress reports will include: overall status of the project, work
performed during the work period, estimated completion of tasks and major sub -tasks, and current
challenges/issues.
Deliverables
The following deliverables will be submitted to the City as part of Task 100:
• Meeting agendas and minutes (One (1) kick-off meeting and three (3) coordination
meetings)
• Monthly progress reports (Four (4) monthly progress reports)
6
200 Site Investigation
As part of the verification of the previous project design, 300 Engineering will provide site
investigation services, that will include field visits to identify and assess the conditions of installed
infrastructure, such as valves, catch basins, grate inlets, fire hydrants, manholes; and
identification of possible utility conflicts and identification of deviations from the original design
plans.
300 Engineering will identify utilities through coordination with Sunshine 811 for the extent of the
project. Based on the information provided in this design ticket, 300 Engineering will request as -
built data from utilities identified in the area, if needed.
300 Engineering will also include topographic survey and geotechnical investigations under Task
200.
The City shall clear the project area of debris and garbage and uncover buried structures before
the execution of field investigation activities. This will be necessary to locate and assess existing
infrastructure. All the deliverables described in this scope of work are contingent upon the City
removing debris and clearing the project site.
210 Topographic Survey
300 Engineering shall contract the services of a licensed State of Florida Surveyor to conduct a
topographic survey of the project site (Cairo Lane and 127th Street). The topographic survey will
include elevations, easements, right of way limits, edges of pavement, visible utilities, and other
surface features.
The licensed State of Florida Surveyor will investigate records and deeds of the Right of Way
ROW) strips and of abutting properties for determining ROW width on Cairo Lane and NW 127th
Street and compare records with any field evidence. For ROW establishment, the survey will use
as reference the Route Topographic Survey (Cairo Ln.) and Specific Purpose Survey (NW 127
St) provided by the City and prepared by Premiere Design Solutions (PDS), dated 08/15/2014
and signed in 11/10/2014 by Fernando Fernandez, PLS.
The survey will locate all the existing aboveground improvements and occupational evidences
within the ROW. The survey will also establish vertical control run level loop from official
benchmarks and set project TBM's, take spot elevations at high and low points, cross -sections at
every 100 feet, elevations on top of utilities and determine invert elevations for any existing
drainage and gravity sewer system, including pipe size, directions and materials to the extent
possible. The survey will also determine approximate height above grade for overhead cables
and wires.
In addition, and as requested by the City, the topographic survey will include underground utility
location at three (3) locations:
• Intersection of Cairo Lane and NW 135th St
• TMR's crossing conduit for future use on Cairo Lane
• Crossing concrete conduit on Cairo Lane by TMR's scale
220 Geotechnical Investigation
300 Engineering shall contract the services of a Professional Geotechnical Engineer to perform
Standard Penetration Test (SPT) borings at the project site in accordance with the American
Society of Testing Materials (ASTM) D-1586. A total of twelve (12) soil borings are estimated,
7
which shall be spaced at maximum of 500 feet. Excavation clearances shall also be provided
under this task.
The geotechnical investigation will provide information on the quality of the soils in the area for
pipeline installation (along Cairo Lane) and for the roadway reconstruction along Cairo Lane and
127th Street.
Deliverables
The following deliverables will be submitted to the City as part of Task 200:
• Field Assessment Report. One (1) electronic copy
• Topographic Survey. One (1) signed and sealed electronic copy
• Geotechnical Report. One (1) signed and sealed electronic copy
300 Stormwater System Assessment and Development of Basis of
Design
300 Engineering will conduct an assessment of the stormwater system. This assessment will
include the following activities:
• Evaluate the design parameters defined by Intercounty Engineering in the response to the
RFP No: 15-2940110 "Cairo Lane and NW 127th Street Roadway, Drainage, Water, and
Wastewater Improvements" dated May 1St, 2015
• Assess the built infrastructure (visible structures such as catch basins, grate inlets,
manholes) and identify deviations from the original design along Cairo Lane and NW 127th
Street
• Evaluate the designed system capacity to handle the stormwater runoff generated at the
project site and the discharge to the NW 127th Street Canal
• Evaluate the capacity and adequacy of the stormwater treatment system installed by
Intercounty Engineering at Cairo Lane
• Evaluate the need for a stormwater pump station for the discharge of the treated runoff
• Identification of permitting requirements for the completion of the stormwater system
improvements
Based on the assessment results, 300 Engineering will prepare a Basis of Design Technical
Memorandum that will include the design criteria to be used to complete the stormwater system
improvements in Cairo Lane and NW 127th Street. This assessment may result in the use of
already installed infrastructure or the need of a complete redesign and construction of new
infrastructure.
Deliverables
The following deliverables will be submitted to the City as part of Task 300:
• Draft Stormwater System Basis of Design Technical Memorandum. One (1) electronic
copy
• Final Stormwater System Basis of Design Technical Memorandum. One (1) signed and
sealed electronic copy
8
400 Force Main System Assessment and Development of Basis of
Design
300 Engineering will conduct an assessment of the force main system. This assessment will
include the following activities:
• Evaluate the design parameters defined by Intercounty Engineering in the response to the
RFP No: 15-2940110 "Cairo Lane and NW 127th Street Roadway, Drainage, Water, and
Wastewater Improvements" dated May 1st, 2015. 300 Engineering will not provide
alternatives evaluation for the sanitary sewer system since the City indicated that a force
main system is the preferred alternative due to the contaminated soils in the project area
• Assess the built infrastructure (visible infrastructure such as valves and service
connections) and identify deviations from the design developed by Intercounty
Engineering as indicated in the design plans provided by the City on July 1st, 2020
• Estimation of the pressure at the point of connection (POC) with the existing force main at
NW 135th Street. The estimation of the pressure at the POC will be conducted based on
the data available at the Miami -Dade County Regulatory and Economic Resources' (RER)
database for the connected pump stations, as reported by the City
• Verify the required number of service connections along Cairo Lane and Alexandria Drive
• Identify the location of installed service connections along Cairo Lane and Alexandria
Drive
• Define the installation method for the pending service connections along Cairo Lane and
Alexandria Drive
• Define the installation method for the pending force main section crossing NW 135th Street
and the connection to the exiting force main along NW 135t" Street
• Identification of permitting requirements for the completion of the force main system
improvements
Based on the assessment results, 300 Engineering will prepare a Basis of Design Technical
Memorandum that will include the design criteria to be used to complete the force main system
improvements in Cairo Lane and Alexandria Drive. This assessment may result in the use of
already installed infrastructure or the need of a complete redesign and construction of new
infrastructure.
Deliverables
The following deliverables will be submitted to the City as part of Task 400:
• Draft Force Main System Basis of Design Technical Memorandum. One (1) electronic
copy
• Final Force Main System Basis of Design Technical Memorandum. One (1) signed and
sealed electronic copy
500 Fire Hydrants & Water Valves Assessment and Development of
Basis of Design
300 Engineering will conduct an assessment of the fire hydrants and water system valves. This
assessment will include the following activities:
• Evaluate the design parameters defined by Intercounty Engineering in the response to the
RFP No: 15-2940110 "Cairo Lane and NW 127th Street Roadway, Drainage, Water, and
Wastewater Improvements" dated May 1st, 2015
9
• Assess the built infrastructure (visible structures such as valves, fire hydrants, and meters)
and identify deviations from the original design
• Verify fire protection coverage as per Miami -Dade Fire Department requirements
• Define possible locations of missing fire hydrants
• Define if adjustments are required for installed fire hydrants
• Identify valves for the interconnection of the existing water main, new water main and
abandoned lines adjacent to 13070 Cairo Lane. This activity shall be executed with the
assistance of the City's Public Works Department
Based on the assessment results, 300 Engineering will prepare a Basis of Design Technical
Memorandum that will include the design criteria to be used to complete the installation of fire
hydrants and water system valves along Cairo Lane and NW 127th Street. This assessment may
result in the use of already installed infrastructure or the need of a complete redesign and
construction of new infrastructure.
Deliverables
The following deliverables will be submitted to the City as part of Task 500:
• Draft Fire Hydrants and Water Valves Assessment Basis of Design Technical
Memorandum. One (1) electronic copy
• Final Fire Hydrants and Water Valves Assessment Basis of Design Technical
Memorandum. One (1) signed and sealed electronic copy
600 Roadway Reconstruction Assessment and Development of Basis
of Design
300 Engineering will conduct an assessment of the roadway reconstruction. This assessment will
include the following activities:
• Evaluate the design parameters defined by Intercounty Engineering in the response to the
RFP No: 15-2940110 "Cairo Lane and NW 127th Street Roadway, Drainage, Water, and
Wastewater Improvements" dated May 1St, 2015
• Evaluate the suitability of soils & fill materials, along Cairo Lane and NW 127th Street
• Verify the applicability of the design criteria, as defined by Intercounty Engineering in the
response to the RFP No: 15-2940110 "Cairo Lane and NW 127th Street Roadway,
Drainage, Water, and Wastewater Improvements" dated May 1St, 2015, of the roadway
based on current road conditions along Cairo Lane and NW 127th Street
• Define the best construction method for the installation of concrete pavement that will
allow minimum disruption to the traffic in the area
• Evaluation of the design proposed by Intercounty Engineering for the opening of the
median at NW 32"d Ave, as indicated in the design drawings provided by the City on July
1St, 2020
• Identification of permitting requirements for the completion of the roadway improvements
Based on the assessment results, 300 Engineering will prepare a Basis of Design Technical
Memorandum that will include the design criteria to be used for the roadway reconstruction of
Cairo Lane and NW 127th Street. This assessment may result in the use of already installed
infrastructure or the need of a complete redesign and construction of new infrastructure.
10
Deliverables
The following deliverables will be submitted to the City as part of Task 600:
• Draft Roadway Reconstruction Basis of Design Technical Memorandum. One (1)
electronic copy
• Final Roadway Reconstruction Basis Design Technical Memorandum. One (1) signed and
sealed electronic copy
SCHEDULE
The Project Schedule is approximately four (4) months from NTP.
INVOICING
Invoicing will be monthly as per the Contract between 300 Engineering and the City of Opa-Locka.
Invoices shall be paid within thirty (30) days of invoice receipt.
COMPENSATION
The services described herein will be performed on a fixed lump sum fee basis, as per the
Contract between 300 Engineering and the City of Opa-Locka, in the amount shown in Appendix
A as CONTRACT GRAND TOTAL. Miles, reproduction, and other reimbursable expenses are to
be paid as presented and approved.
ASSUMPTIONS
This Scope of Services is based on the following assumptions:
• All requested information will be made available to 300 Engineering by the City
• When available, the City will provide 300 Engineering with any requested AutoCAD
information in electronic format
• The City's staff will be available to attend meetings and assist 300 Engineering with site
visits
• City of Opa-Locka's police might be required to accompany 300 Engineering's staff and
its subconsultants during site investigation activities. The cost of the police officers must
be paid by the City
• The City shall clear the project area of debris and garbage and uncover buried structures
before the execution of field investigation activities. This will be necessary to locate and
assess existing infrastructure. All the deliverables described in this scope of work are
contingent upon the City removing debris and clearing the project site
• The assessments and basis of designs developed under this scope of work may result in
the use of already installed infrastructure or the need of a complete redesign and
construction of new infrastructure
• For ROW establishment, the topographic survey will use as reference the Route
Topographic Survey (Cairo Ln.) and Specific Purpose Survey (NW 127 St) provided by
the City and prepared by Premiere Design Solutions (PDS), dated 08/15/2014 and signed
in 11/10/2014 by Fernando Fernandez, PLS.
11
• The City shall provide 300 Engineering with the as-builts of the infrastructure in Alexandria
Drive. Per the City, the as-builts of Alexandria Drive are currently under development by
others and will be provided to 300 Engineering before the completion of this assessment
(Task 1). Thus, survey of Alexandria Drive is not included in this project (Task 1).
• 300 Engineering will assist in the location of water valves in coordination with the Public
Works Department's staff. 300 Engineering shall not operate valves as this will be the
responsibility of the City's staff
• 300 Engineering will not provide alternatives evaluation for the sanitary sewer system
since the City indicated that a force main system is the preferred alternative due to the
contaminated soils in the project area
• The estimation of the pressure at the point of connection (POC) of the force main will be
conducted based on the data available at the Miami -Dade County Regulatory and
Economic Resources' (RER) database for the connected pump stations, as reported by
the City. This information shall be provided by the City
• 300 Engineering shall not be responsible for any delays in the project caused by response
times from the City and/or utility owners
• Design services are not included in this scope of work
• 300 Engineering shall not be held liable for the integrity, proper functioning and adequate
installation of infrastructure installed by Intercounty Engineering
• The evaluation of the integrity of installed pipelines would require cleaning of such
pipelines. Pipeline cleaning and evaluation shall be conducted by the City and is not
included in this scope of work
• 300 Engineering shall not be liable for any malfunction or damage to the City's roadways,
water distribution system, drainage system, force main, and/or consumer lines
• The City shall provide 300 Engineering with the contact information of the property owners
within the project site
• The City shall provide 300 Engineering with the contact information, if available, of utility
owners that were involved during the Design -Build project conducted by Intercounty
Engineering
• In consideration of this Project, unrestricted access to data and information sources is
made available to 300 Engineering. 300 Engineering shall comply fully with all security
procedures, and shall not divulge to third parties all confidential Data Information obtained
from the City of Opa-Locka while performing consulting services, including, but not limited
to, security procedures, business operations information or proprietary information in the
possession of the City of Opa-Locka. 300 Engineering shall not be required to keep
confidential information or material that is publicly available through no fault of 300
Engineering, material that 300 Engineering developed independently without relying on
the State's or Customer's confidential information, or material that is otherwise obtainable
under State Law as a public record
12
City of Opa-Locka
RFQ No. 20-0324200
Task # 1
"Cairo Lan e, NW 127th Street and Ale xa ndria Drive Protect — E ngi ne ering and Assessme nt Services"
Fee Schedule
Pri ncipal Pr otect Manager
Operatio ns
S upo ort
Seni or Engi neer Pr oJec Engineer Inspector T otal Hours Lab or Subtotal
Rate, 5/Hr $215.00 $190 .03 $160.00 $160.00 $140 .00 $90.00
Subtask
100
200
300
400
500
600
Protect Managemen t
Site Inv estiga tion
Stono water System Asses smen t and Deve lopmen t of B asis of Design
Fo rce Main System Assessment and Dev elo pmen t of Buis of Design
Fire Hydrants Assess ment and Development of Basis of De sign
Ro adwa y Reco nstruction Assessme nt and Development of Basis of Design
4
0
2
2
2
10
15
16
12
8
16
0
24
10
19
24
18
4
12
72
32
12
38
14
48
72
72
48
104
0
40
0
0
0
0
32
139
172
137
93
178
Total (Ho urs )
Sub -Total Labo r Fee
ODC's (Milea ge, Reproduction & Reimburs able)
Topographic Survey
Geotechnical Investigatio n'
Sub Total ODC's (Milea ge, Reproduc tio n & Reimburs able )
Sub -Total La bor Fee IO DC
11
77
95
170
358
40
751
% Utiliza tio n
Total ($)
1.46%
$2,365.00
10.25%
$14,630.00
12.65 %
$15,200 .00
22.64 %
$27,200.00
47.67 %
$50,120.00
5.33%
$3,600.00
100.00%
$5,360.00
$18,930.00
$26,670.00
$20,950.00
$14,215.00
$26,990 .00
$5,360.00
518,930 .00
$26,670.00
520,950.00
$14,215.00
526,990.00
5113,115.00
$39,750.00
56,431 .00
$46,181 .00
$159,296.00
$159,296 .00
Notes:
1. Detailed proposal from the Profes sional Land Surveyor 0 Included in this Appe ndix
2. Deta iled proposal from the Profese4n0 Geotechnical Engineer 0 Included In this Appendk
Pa ge 1
N
BELLO BELLO
Land Surveying - Mapping Sciences
August 21, 2020
Ms. Ana C Dvorak, ENV SP.
300 ENGINEERING GROUP, P.A.
3850 Bird Road, Suite 601 Miami, Florida 33146
OFF: 305-602-4602 I TEL: 786-781-2689 I FAX: 305-675-2373
via email to: acdvorak@300engineering.com
RE: REVISED PROPOSAL FOR ROUTE TOPOGRAPHIC AND AS -BUILT SURVEY
Dear Ana,
Based on our previous conversation and on our understanding of the requirements, Bello and
Bello (BB) is pleased to present the attached proposal for your consideration and acceptance.
Upon approval, please return a signed copy of this proposal to us. The work will be performed
by fully insured personnel and under the supervision of a Florida registered Professional Land
Surveyor and Mapper. Certificates of Insurance will be provided upon request.
We appreciate the opportunity to provide this proposal and look forward to working with you on
this project. Should you have any questions do not hesitate to contact us.
Very Truly Yours,
Maisys
Odalys C. Bello, PSM
President
LAND SURVEYING AND MAPPING SCIENCES
12230 SW 131 Avenue, Suite 201 - Miami, Florida 33186 - Ph: 305.251.9606
www.bellolandsurveying.com
Page 1 of 3
BELLO BELLO
Land Surveying - Mapping Sciences
PROJECT NAME:
• Opa-Iocka — Cairo Lane ROW Improvements
PROJECT LOCATION (Reference)
• Address: 13200 Cairo Lane, Opa-Iocka, FL 33054
• Folio: 08-2128-003-0540
• Legal Description: Section 28-52-41 Miami -Dade Co. FL
PROJECT SIZE
• +/- 2,640' LF along Cairo Lane
• +/- 2,056' LF along N.W. 127th Street
• Total: +/- 4696 LF
SCOPE OF SERVICES
Task # 1 Route Topographic Survey to include:
• Sub Task #1.1: Investigate records and deeds of the R/W strips and of abutting
properties for determining ROW width on Cairo Lane and NW 127th Street. Compare
records with any field evidence.
For ROW (s) establishment this firm will use as reference the Route Topographic
Survey (Cairo Ln.) and Specific Purpose Survey (NW 127 St) provided by City
prepared by Premiere Design Solutions (PDS), dated 08/15/2014 and 11/10/2014
signed by Fernando Fernandez, PLS.
• Sub Task # 1.3: Location and survey all the existing aboveground improvements and
occupational evidences. location of all improvements within RNV
• Task # 1.4: Establish Vertical Control run level loop from official benchmarks and set
project TBM's, take spot elevations at high and low points, take cross -sections at every
100 ft., elevations on top of utilities and determine invert elevations for any existing
drainage and gravity sewer system, determine pipe size, directions and
materials to the extent possible. Determine approximate height above grade for
overhead cables and wires. Note that cleaning of the structures might be necessary.
Task # 2 SUE (Underground Utility Location):
Bello & Bello will perform SUE (Subsurface Utility Engineering) Quality Level "A" Utility
Designation including softdigs accordance with the American Society of Civil Engineers
ASCE CI -38-02.
Area subject to SUE will be the following:
1. Intersection of Cairo Lane and NW 135th St. This section Does
require the underground utility location for the force main tie-in.
2. TMR's crossing conduit for future use on Cairo Lane.
3. Crossing concrete conduit on Cairo Lane by TMR's scale.
LAND SURVEYING AND MAPPING SCIENCES
12230 SW 131 Avenue, Suite 201 - Miami, Florida 33186 - Ph: 305.251.9606
www.bellolandsurveying.com
Page 2 of 3
BELLO BELLO
Land Surveying - Mapping Sciences
Softdigs Steps
• Sub Task # 2.1: Performing Vac Truck Softdigs and restauration are time consuming
activities that will partially block the right of ways and require special MOT. Bello & Bello
will design and perform Temporary Traffic Control (TTC/MOT) plan as required for work
within non FDOT right of way(s) in compliance with FDOT policies and applicable
MUTCD - Index 600.
• Sub Task # 2.2: Prior to the excavations, B&B will generate a coordinate sheet for
proposed excavation based on WASD's instructions. A Survey field crew will mark the
area with white paint — tolerance of approximately 5 feet around the proposed location.
The SUE Designation crew will perform Ground Penetrating Radar (GPR) designation
survey to accurately identify the utility and pinpoint the location in order to avoid wrongful
excavation. The vacuum truck crew will do the actual excavation and the survey crew
will take the required information: horizontal coordinates, grade elevation on top,
elevation of top of pipe, determining pipe size/material and confirm the type of utility.
Upon completion of site survey area will be restored to its original condition.
• Sub Task 2.3: SUE data processing. Comparing findings with data depicting on the
Topographic Survey, updating the survey accordingly, preparing the Utility Map and the
Certified Softdigs Report.
PROVISIONS
Horizontally: Georeferenced to Florida State Plane Coordinate System, NAD'83/2011
adjustment.
Vertically: Elevations will be referenced to NGVD'29.
Completion time depends on weather conditions, however we estimate 60 business days
DELIVERABLES
Six (6) certified copies of each survey prepared in compliance with Miami -Dade County survey
standards and the standards of practice as set forth by the Florida Board of Professional
Surveyors and Mappers in applicable provisions of Chapter 5J-17, Florida Administrative
Code, pursuant to Section 472.027, Florida Statutes. A pdf copy and a drawing file in
AutoCAD CiviI3D 2018 or earlier version.
SUE Certified Utility Report and Mapping: One (1) certified sketch with depiction of softdigs
(including horizontal coordinates, grade elevations and utility information as determined in the
field).
FEES
Task # 1: $ 36 000.00 Lump Sum
Task # 2: $ 1250.00 per soft Dig
THIS AGREEMENT IS HEREBY ACKNOWLEDGED AND ACCEPTED. I understand and agree that by
signing below I APPROVE AND ACCEPT this proposal as a legal binding contract.
By: Date:
Signature: Title:
LAND SURVEYING AND MAPPING SCIENCES
12230 SW 131 Avenue, Suite 201 - Miami, Florida 33186 - Ph: 305.251.9606
www.bellolandsurveying.com
Page 3 of 3
GFA International, Inc.
Florida's Leading Engineering Source
Ms. Ana C Dvorak
300 Engineering Group, P.A.
3850 Bird Road, Suite 601
Miami, FL 33146
Phone: (305) 602-4602
Email: acdvorak@300engineering.com
Proposal for Geotechnical Exploration
Opa-Locka Cairo Lane Project
Along Cairo Lane & 127th Street, Opa-Locka, FL
Proposal No. 20-1931.00
July 31, 2020
A Universal
Engineering
Sciences
Company
'Y!
A Universal
Engineering
Sciences
Company
Geotechnical Engineering I Construction Materials Testing and Inspections
Building Code Compliance I Environmental, Health & Safety I Facilities Consulting
Ms. Ana C Dvorak
300 Engineering Group, P.A.
3850 Bird Road, Suite 601
Miami, FL 33146
Phone: (305) 602-4602
Email: acdvorak@300engineering.com
RE: Proposal for Geotechnical Exploration
Opa-Locka Cairo Lane Project
Along Cairo Lane & 127th Street, Opa-Locka, FL
Proposal No. 20-1931.00
Dear Ms. Dvorak:
LOCATIONS
Atlanta, GA
Buford. GA
Chantilly, VA
Charlotte. NC
Clewiston. FL
Daytona. FL
Delray Beach, FL
Douglasville, GA
Fort Myers, FL
Fort Pierce, FL
Gainesville, FL
Hagerstown, MD
Irvine, CA
Jacksonville. FL
Kennesaw. GA
Las Vegas, NV
Miami, FL
Ocala, FL
Orlando, FL
Palrn Coast, FL
Panama City, FL
Pelham. AL
Pensacola, FL
Port St. Lucie, FL
Reno, NV
Rockledge, FL
Sarasota, FL
St. Petersburg, FL
Tampa, FL
Tifton, GA
West Palm Beach, FL
July 31, 2020
GFA International, Inc. (GFA) appreciates the opportunity to become a part of your project team. Our team of
professionals are dedicated to making this project a success, both on schedule and within budget. We are proud
of our commitment to maintaining the highest levels of customer service and client satisfaction, and respectfully
submit the following for your consideration.
PROJECT INFORMATION
It is GFA's understanding that this project is to consist of stormwater, roadway improvements, and force main
installation along Cairo Lane and 127th street in Opa-Locka, FL.
GEOTECHNICAL EXPLORATION
Exploration is to consist of twelve (12) Standard Penetration Test (SPT) borings within the proposed structure
for this geotechnical study. The borings will be completed with a truck or track -mounted drilling equipment. The
depths are needed to evaluate the nature of the subsurface soils and general subsurface conditions for the
proposed development. The borings will be performed to depths of 15 feet below grade.
Underground utility clearance will be required prior to commencing the drilling of the SPT borings. Therefore,
GFA will contact "Sunshine One -Call" Service to obtain underground public utility clearance. We request to be
notified of the location of any existing private underground utilities and/or structures in the exploratory area prior
to our field work. We will not be responsible for private and/or public underground utilities and/or structures not
identified to our field crews. We have assumed that our field work can be performed during normal business
hours.
GFA will subcontract the performance of the Maintenance of Traffic (MOT) and the preparation of a MOT plan.
These items will be needed for GFA to perform borings within the roadways as requested. Right of Way (ROW)
and MOT permits will be responsibility of the client.
GFA International, Inc. 11215 Wallace Drive, Delray Beach, FL 33444 I ph 561-347-0070 I teamgfa.com
Page 2 of 5
Opa-Locka Cairo Lane Project July 31, 2020
Project No. 20-1931.00
PURPOSE
The purpose of the services on this project is to explore the subsurface soil/rock conditions and provide roadway
and pavement recommendations, including soil engineering parameters, soil parameters, soil classification,
anticipated settlements, allowable bearing capacity, fill materials and compaction requirement to be used in
evaluation of the site for the proposed construction.
PROPOSED SCOPE OF SERVICES
The geotechnical exploration and report shall include the following at a minimum:
> Perform twelve (12) standard penetration test (SPT) borings. The borings will be completed
to depths of 15 feet below existing grade, utilizing a truck or track -mounted drilling equipment.
The SPT borings will be used as an investigative tool.
> Two (2) days of Maintenance of Traffic (MOT) and MOT plan for the borings to be performed
on the roadways.
> A software -generated and plotted log of each boring will be prepared.
> Prepare a site plan showing the approximate test locations.
> Summarize the activities on this project in the form of a Geotechnical Report which will include
test procedures used, data collected, evaluation of subsurface soil conditions, and
engineering recommendations for the proposed construction.
> Provide recommended site preparation procedures and imported fill requirements.
An estimated LUMP SUM for the scope of services detailed above is $6,431.00.
Please Note: This estimate is based on the site being accessible to a truck or track -mounted drilling
equipment. If this is not the case, revisions will need to be made to this estimate to accommodate mobile
drilling equipment or heavy -equipment to access boring locations. Estimate also assumes work to be
completed in two (2) 8 -hour days during regular hours.
GFA will not exceed the fee stated above unless the encountered soils are significantly different than those
anticipated, the site is not accessible to truck mounted drilling equipment and/or if the report will require additional
hours for engineering analysis due to the encountered soils being significantly different than those anticipated.
The additional services and its cost shall be negotiated.
CONDITIONS AND QUALIFICATIONS
GFA's terms are C.O.D. (credit cards are accepted) unless a credit application has been approved or credit has
been previously established. If credit is established, the terms will be 2/10/net-30days. The pricing contained
herein is subject to change if this proposal is not authorized within 90 days from the date of this proposal. If more
than 90 days have passed since the date of this proposal, please contact us for an updated proposal. Additional
items not listed in this proposal will be quoted upon request. A digitally signed and sealed .pdf report will be
provided at no charge. Hard copies of reports can be provided upon request, at a unit rate of $75.00 per report.
AUTHORIZATION
All services will be conducted in accordance with this proposal and attached Terms and Conditions. To initiate
services, please complete and return the included Proposal Acceptance Agreement form. The Terms and
Conditions are part of this agreement. The signed proposal acceptance agreement form must be received
by GFA via fax or email prior to any work being performed, and an original copy must be received before
completed reports can be distributed.
GFA International, Inc. 11215 Wallace Drive, Delray Beach, FL 33444 I ph 561-347-0070 I teamgfa.com
Page 3 of 5
Opa-Locka Cairo Lane Project
Project No. 20-1931.00
July 31, 2020
CLOSING
GFA appreciates the opportunity to submit this proposal and looks forward to working with you as a member of
the project team. Please contact the undersigned at 561.347.0070 if you have any questions or comments.
From our team to yours,
GFA International, Inc.
CA#4930
Carl s Mercado, M.S., P.E.
Bran h Manager
-
Kalil rivdo
Business Development Representative
Estela G. Leon Aguilar, M.S, P.E.
Geotechnical Department Manager
Attachments: Exhibit "A" — GFA International Inc.'s Standard Terms & Conditions
Exhibit "B" — Report Distribution Information Request Form
GFA International, Inc. 1 1215 Wallace Drive, Delray Beach, FL 33444 1 ph 561-347-0070 I teamgfa.com
Page 4 of 5