Resolution 2019-30987 RESOLUTION 2019-30987
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE MAYOR
AND CITY CLERK TO EXECUTE AMENDMENT NO. 1 TO THE
PROFESSIONAL SERVICE AGREEMENT BETWEEN THE CITY AND WADE
TRIM INC., PURSUANT TO RFQ NO. 2017-003-KB, FOR ARCHITECTURAL
AND ENGINEERING DESIGN SERVICES FOR THE 1ST STREET (ALTON
ROAD TO WASHINGTON AVENUE) PROJECT, IN THE NOT TO EXCEED
AMOUNT OF $618,801, TO 1) DEVELOP A HYDRAULIC MODEL USING THE
CITY'S 10-YEAR, 24-HOUR STORM EVENT, 2) INCORPORATE THE
RESULTS OF THE HYDRAULIC MODEL AS PART OF THE DESIGN
DOCUMENTS FOR THE PROJECT, AND 3) CONTINUE THE COORDINATION
EFFORTS FOR THE SELECTION OF THE APPROPRIATE ROADWAY
CROSS SECTION AND THE LOCATION OF THE PUMP STATION AND
OUTFALL, FOR A TOTAL PROJECT DESIGN COST OF $1,873,100.
WHEREAS, on March 1, 2017, the Mayor and City Commission approved Resolution
No. 2017-29759, accepting the recommendation of the City Manager, pursuant to Request
for Qualifications (RFQ) No. 2017-003-KB for Architectural and Engineering Design Services
for the 1st Street (Alton Road to Washington Avenue) Project, and to enter into negotiations
with Wade Trim Inc., as the top ranked proposer; and
WHEREAS, on June 16, 2017, the City and Wade Trim Inc. executed an agreement
to perform design, permitting and construction services for the 1st Street Road and drainage
improvements between Washington Avenue and Alton Road, including the design of the
drainage trunk lines along Alton Road and Washington Avenue, between Fifth Street and
South Point Drive; and
WHEREAS, the design was based on the hydraulic model for the South Pointe
Neighborhood developed by AECOM as part of the stormwater program, which included pipe
and pump station size based on the design storm event of a 5-year, 24-hour rain event; and
WHEREAS, the design included a fixed location of the pump station at the triangular
park at the southeast corner of 1st Street and Alton Road, and an outfall to the Marina along
an 80-foot utility easement held by the City at the main entrance of the Murano at Portofino
property; and
WHEREAS, for the last two years, Wade Trim Inc. and City staff coordinated with
residents and other project stakeholders to develop consensus on an appropriate typical
section along 1st Street; and
WHEREAS, project stakeholders have requested that the City evaluate other
potential options for the location of the pump station and outfall; and
WHEREAS, the project is in the preliminary design stage and will proceed to the final
design once the proposed roadway cross section, location of the pump station and its outfall
are selected; and
WHEREAS, on October 18, 2017, the City Commission adopted Resolution 2017-
30039, to increase the design storm event from a 5-year, 24-hour duration to a 10-year, 24-
hour duration. Due to the aforementioned change, the City requested Wade Trim Inc. provide
a proposal to 1) develop a hydraulic model using the 10-year, 24-hour storm event for the
post and pre-development conditions; 2) incorporate the results of the hydraulic model as
part of the design documentation for the project (which is expected to substantially increase
the size of the pump station and the major trunk lines along Alton Road, Washington Avenue
and 1st Street); and 3) continue the coordination efforts for the selection of the appropriate
roadway cross section, as well as the location of the pump station and its outfall; and
WHEREAS, following several weeks of negotiations, City staff and Wade Trim Inc.
have agreed upon a reasonable and fair fee for the aforementioned scope, in the amount of
$618,801 for a total project design cost of$1,873,100.
NOW,THEREFORE,BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION
OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby
approve and authorize the Mayor and City Clerk to execute Amendment No. 1 to the
Professional Service Agreement between the City and Wade Trim Inc., pursuant to RFQ No.
2017-003-KB, for Architectural and Engineering Design Services for the 1st Street(Alton Road
to Washington Avenue) Project, in the not to exceed amount of $618,801, to 1) develop a
hydraulic model using the City's 10-year, 24-hour storm event; 2) incorporate the results of the
hydraulic model as part of the design documents for the Project; and 3) continue the
coordination efforts for the selection of the appropriate roadway cross section, as well as the
location of the pump station and outfall, for a total project design cost of$1,873,100.
PASSED and ADOPTED this 11th day of September, 20
ATTEST: % I
Dan G- der, Mayor •
Rafae E. Granado, City lerk
APPROVED AS TO
0 FORM&LANGUAGE
m 01 8,e! 14. &FOR EXECUTION
226 '
Resolutions- R7 T
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Jimmy L. Morales, City Manager
DATE: September 11, 2019
SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AMENDMENT NO. 1 TO THE
PROFESSIONAL SERVICE AGREEMENT BETWEEN THE CITY AND
WADE TRIM INC., PURSUANT TO RFQ NO. 2017-003-KB, FOR
ARCHITECTURAL AND ENGINEERING DESIGN SERVICES FOR THE 1ST
STREET (ALTON ROAD TO WASHINGTON AVENUE) PROJECT, IN THE
NOT TO EXCEED AMOUNT OF $618,801, TO 1) DEVELOP A HYDRAULIC
MODEL USING THE CITY'S 10-YEAR, 24-HOUR STORM EVENT, 2)
INCORPORATE THE RESULTS OF THE HYDRAULIC MODEL AS PART OF
THE DESIGN DOCUMENTS FOR THE PROJECT, AND 3) CONTINUE THE
COORDINATION EFFORTS FOR THE SELECTION OF THE
APPROPRIATE ROADWAY CROSS SECTION AND THE LOCATION OF
THE PUMP STATION AND OUTFALL, FOR A TOTAL PROJECT DESIGN
COST OF $1,873,100.
RECOMMENDATION
The Administration recommends approving the Resolution.
ANALYSIS
On March 1, 2017, the Mayor and City Commission approved Resolution No. 2017-29759,
accepting the recommendation of the City Manager, pursuant to Request for Qualifications
(RFQ) No. 2017-003-KB for Architectural and Engineering Design Services for the 1st Street
(Alton Road to Washington Avenue) Project, and to enter into negotiations with Wade Trim Inc.,
as the top ranked proposer.
On June 16, 2017, the City and Wade Trim Inc. executed an agreement to perform design,
permitting and construction services for the 1st Street road and drainage improvements
between Washington Avenue and Alton Road, including the design of the drainage trunk lines
along Alton Road and Washington Avenue, between Fifth Street and South Point Drive.
The design was based on the hydraulic model for the South Pointe Neighborhood project
developed by AECOM as part of the stormwater program, which included pipe and pump
station size based on the design storm event of a 5-year, 24-hour rain event.
Page 1698 of 2228
•
The design included a fixed location of the pump station at the triangular park at the southeast
corner of 1st Street and Alton Road, arid an outfall to the Marina along an 80 foot utility
easement held by the City at the main entrance of the Murano at the Portofino property.
In the past two years, Wade Trim Inc. and City staff have coordinated with residents and project
stakeholders to develop a consensus on an appropriate typical section along 1st Street. Project
stakeholders have requested that the City evaluate other potential options for the location of the
pump station and outfall. The project is in the preliminary design stage and will proceed to the
final design stage once the proposed roadway cross section, location of the pump station and
its outfall are selected.
On October 18, 2017, the City Commission adopted Resolution 2017-30039, to increase the
design storm event from a 5 year, 24 hour duration to a 10 year, 24 hour duration. Due to the
aforementioned change, the City requested Wade Trim Inc. to provide a proposal to perform
the following additional tasks not included in the original scope of services:
a. Develop a hydraulic model using the 10-year, 24-hour storm event for the post and
pre development conditions and take ownership of the model;
b. Incorporate the results of the hydraulic model which is expected to substantially increase
the size of the pump station and the major trunk lines along Alton Road, Washington Avenue and
1st Street;
c. Continue the coordination efforts for the selection of the appropriate roadway cross
section, as well as the location of the pump station and its outfall.
Following. several weeks of negotiations, City staff and Wade Trim Inc. have reached a
reasonable and fair fee for the aforementioned scope in the amount of $618,801 for a total
project cost of$1,873,100.
CONCLUSION
The Administration recommends approving the Resolution.
FINANCIAL INFORMATION
205 1st Street-Alton RD to Washington Ave
379-0815-069357-29-410-564-00-00-00-20587 $290,585.53
379-0815-069358-29-410-564-00-00-00-20587 $68,107.22
389-0815-061357-29-410-564-00-00-00-20587 $56,207.05
429-0815-061357-29-418-564-00-00-00-20587 $ 58,201.00
429-0815-069357-29-418-564-00-00-00-20587 $ 133,640.20
429-0815-069358-29-418-564-00-00-00-20587 $ 12,060.00
Legislative Tracking
Public Works
ATTACHMENTS:
Description
Page 1699 of 2228
❑ Form Approved reso
❑ Reso 2017-29759
o reso 2017-30039
o Attachment 1st Street Amendment
Page 1700 of 2228
Resolutions-C7 E
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Jimmy L. Morales, City Manager
DATE: February 8, 2017
SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY
MANAGER, PURSUANT TO REQUEST FOR QUALIFICATIONS (RFQ) NO. RFQ
2017-003-KB FOR ARCHITECTURAL AND ENGINEERING DESIGN SERVICES
FOR THE 1ST STREET (ALTON ROAD TO WASHINGTON AVE) PROJECT;
AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH
WADE TRIM, INC., AS THE TOP RANKED PROPOSER; FURTHER, SHOULD
THE ADMINISTRATION NOT BE SUCCESSFUL IN NEGOTIATING AN
AGREEMENT WITH WADE TRIM, INC., AUTHORIZING THE ADMINISTRATION
TO ENTER INTO NEGOTIATIONS WITH HAZEN AND SAWYER, AS THE
SECOND HIGHEST RANKED PROPOSER; FURTHER, SHOULD THE
ADMINISTRATION NOT BE SUCCESSFUL IN NEGOTIATING AN AGREEMENT
WITH HAZEN AND SAWYER,AUTHORIZING THE ADMINISTRATION TO ENTER
INTO NEGOTIATIONS WITH KIMLEY-HORN AND ASSOCIATES, INC. , AS THE
THIRD HIGHEST RANKED PROPOSER; AND FURTHER AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT UPON CONCLUSION
OF SUCCESSFUL NEGOTIATIONS BY THE ADMINISTRATION.
(ITEM TO BE SUBMITTED IN SUPPLEMENTAL)
ANALYSIS
(ITEM TO BE SUBMITTED IN SUPPLEMENTAL)
Legislative Tracking
Public Works/Procurement
ATTAQJ1MENTS:
Description
o Attachment Evaluation Committee Scoring and Ranking
• Resolution
•
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AGGREGATE
i. ,. 3c w Ranking co Ranking Ranking U Ranking o, Ranking TOTALS Rank
30gEngineering Group,P.A. 83 6 70 6 75 4 80 6 _ 60 6 28 6
CD
s
Chop Moore&Associates 87 '5 93 3 60 5 - 90 4 70 5 Z2 4
t� - _ .
0)
Thgporradino Group 88 4 80 4 55 6 85 5 75 3
22 4
N -
N
Han and Sawyer _ 98 2 98 2 95 2 98 2 90 2 10 2
Kimley-Horn and Associates,Inc. 90 3 80 4 80 3 93 3 75 3 16 3
Wade Trim 1021 101 1 105 1 105 1 102 1 5 1
ma _
Page 279 of 873
Resolutions -C7 E
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Jirrrny L. Morales, City Manager
DATE: March 1,2017
SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, ACCEPTING THE RECOMMENDATION OF THE CITY
MANAGER, PURSUANT TO REQUEST FOR QUALIFICATIONS (RFQ) NO. RFQ
2017-003-KB FOR ARCHITECTURAL AND ENGINEERING DESIGN SERVICES
FOR THE 1ST STREET (ALTON ROAD TO WASHINGTON AVENUE) PROJECT;
AUTHORIZING THE ADMINISTRATION TO ENTER INTO NEGOTIATIONS WITH
WADE TRIM, INC., AS THE TOP RANKED PROPOSER; FURTHER, SHOULD
THE ADMINISTRATION NOT BE SUCCESSFUL IN NEGOTIATING AN
AGREEMENT WITH WADE TRIM, INC., AUTHORIZING THE ADMINISTRATION
TO ENTER INTO NEGOTIATIONS WITH HAZEN AND SAWYER, AS THE
SECOND HIGHEST RANKED PROPOSER; FURTHER, SHOULD THE
ADMINISTRATION NOT BE SUCCESSFUL IN NEGOTIATING AN AGREEMENT
WITH HAZEN AND SAWYER, AUTHORIZING THE ADMINISTRATION TO ENTER
INTO NEGOTIATIONS WITH KIMLEY-HORN AND ASSOCIATES, INC., AS THE
THIRD HIGHEST RANKED PROPOSER; AND FURTHER AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT UPON CONCLUSION
OF SUCCESSFUL NEGOTIATIONS BY THE ADMINISTRATION.
RECOMMENDATION
Adopt the Resolution.
ANALYSIS
The City is seeking qualified consultants to design infrastructure improvements on 1st Street
from Alton Road to Washington Avenue in the City of Miami Beach in the South Pointe
Neighborhood. Utilities will be upgraded where necessary and include the installation of a new
storm drainage system as well as a 60,000 gallons per minute (GPM)pump station.
The City sought proposals from professional consulting architecturaVengineering firms which
have proven experience in the preparation of construction contract documents for roads,
sidewalks, utilities, stormwater pumping stations with facilities and amenities. The successful
firm must have technical expertise to conduct the design, permitting, bid and award, and
construction administration services for these roadway improvements, and prepare the
associated construction contract documents that allow the City of Mami Beach to advertise, bid
and award a contract for the construction services.
e*Ilio/R618
RFQ PROCESS
On October 19, 2016, the City Commission approved to issue the Request for Qualifications
(RFQ) No. 2017-003-KB for Architectural and Engineering Design Services 1st Street (Alton
Road to Washington Ave). On October 24, 2016, the RFQ was issued. A voluntary pre-
proposal conference to provide information to the proposers submitting a response was held on
November 3, 2016. RFQ responses were due and received on December 9, 2016. The City
received a total of six (6) proposals. The City received proposals from the following firms: 300
Engineering Group, P.A., Chen Moore &Associates, The Corradino Group, Hazen and Sawyer,
Kimley-Hom and Associates, Inc., and Wade Trim, Inc.
The Evaluation Committee convened on January 18, 2017 to consider proposals received. The
committee was comprised of Eric Arencibia, Civil Engineer I, Public Works Department, City of
Miami Beach; Sabrina Baglieri, Senior Capital Projects Coordinator, Capital Improvement
Program Division, City of Miami Beach; Michael Barrinbeau, Resident and President of South of
Fifth Neighborhood Association; Clare McCord, Resident, President of the Courts South Beach
Condo Association, and South of Fifth Neighborhood Association Board Secretary; and Igor
Vassiliev, Civil Engineer II, Public Works Department, City of Miami Beach. The Committee was
provided an overview of the project, information relative to the City's Cone of Silence Ordinance
and the Government Sunshine Law. The Committee was also provided with general information
on the scope of services and a copy of each proposal. The Committee was instructed to score
and rank each proposal pursuant to the evaluation criteria established in the RFQ. The
evaluation process resulted in the ranking of proposers as indicated in Attachment A.
MANAGER'S DUE DILIGENCE & RECOMMENDATION
After reviewing all the qualifications of each firm and having considered the Evaluation
Committee's comments and rankings, the City Manager recommends that the Mayor and the
City Commission enter into negotiations with Wade Trim, Inc., as the top ranked proposer; and,
should negotiations fail, authorizing the Administration to enter into negotiations with Hazen and
Sawyer, as the second highest ranked proposer, and, should negotiations fail, authorizing the
Administration to enter into negotiations with, Kimley-Hom and Associates, Inc., as the third
highest ranked proposer.
Wade Trim. Inc.
Wade Trim's 90-year existence in the engineering community provides the firm with a wealth of
knowledge dealing with numerous municipal projects. Their experience includes site
development,stormwater control, traffic engineering,electrical, parking lot design, drive access,
roadway design, permitting, water and wastewater treatment, reclaimed water distribution, utility
design and relocation, pipelines, and pumping. Over the years,the firm has completed a
significant number of projects that include the services requested under this RFQ.
The Wade Trim Team has completed several roadway reconstruction projects for the City of
Miami Beach that include raising the roads and constructing stormwater pump stations with force
main outfalls. Wade Trim is familiar with the standards set forth in the Public Works Manual,
understand the critical nature of the project, and have established a technical approach and
methodology that provide creative solutions that could be implemented as part of the design.
Hazel)and Sawyer
Hazen's roots go back over 100 years to the accomplishments of Allen Hazen, one of the
pioneers of modem water supply engineering and co-developer of the Hazen-Williams formula
for fluid flow in pipes in 1903. Hazen was established by Hazen's son Richard and Alfred W.
* ?9to1'L8
Sawyer in 1951. Together they created a company culture focused on the profession not just
the business—of engineering. Their legacy is a firm with a reputation for high-quality work and
customer service. Hazen is a nationally and internationally rocognized environmental engineering
consulting firm, specializing in water and wastewater projects, including the engineering and
management of wastewater collection, pumping, treatment, and disposal; stormwater
management; water resources; solid and hazardous waste management; and computer
applications. Since its founding more than half a century ago, the firm has completed thousands
of major assignments in the United States and abroad for government agencies, utilities, and
industrial organizations. These have ranged in scope from simple analyses for small
communities to multi-municipal, multi-million dollar projects.
Hazen and Sawyer staff includes a wide range of engineering disciplines, including
environmental, civil, structural, mechanical, electrical, chemical, instrumentation and control,
construction, and cost control, as well as experts in the financial and business aspects of the
water,wastewater, and stormwater industry.
Kimley-Horn and Associates.Inc.
Kimley-Hom was founded as a transportation firm in 1967 and is now one of the largest and
fastest growing full-service consulting firms in Florida. Their permanent staff includes more than
2,800 professional, technical, and support staff nationwide and more than 550 employees in 14
offices throughout Florida.As an engineering, planning, landscape architecture, surveying, and
environmental services firm, Kimley-Hom offers a full range of consulting services to local,
regional, national, and international clients. Kimley-Horn remains one of the few employee-
owned consulting firms in the nation.
Kimley-Hom has continuously had offices in South Florida for the past 48 years and are proud to
have worked on projects in Miami Beach and the surrounding communities during this time.
Their knowledge and understanding of the area has grown significantly with decades of service
in the community. Kimley-Hom is confident that their local presence and sensitivity to the
community's concerns will benefit the City by providing an unmatched accountability,
responsiveness, and value. Additionally, Kimley-Hom currently serves more than 30
municipalities and have extensive experience serving other governmental agencies such as the
Florida Department of Transportation and numerous drainage districts throughout Florida.
CONCLUSION
After reviewing all the submissions and the results of the evaluation process, the City Manager
recommends that the Mayor and City Commission approve the resolution authorizing the
Administration to enter into negotiations with Wade Trim, Inc., as the top ranked proposer; and,
should negotiations fail, authorizing the Administration to enter into negotiations with Hazen and
Sawyer, as the second highest ranked proposer, and, should negotiations fail, authorizing the
Administration to enter into negotiations with, Kimley-Horn and Associates, Inc., as the third
highest ranked proposer; further, authorizing the Mayor and City Clerk to execute the agreement
with the successful firm.
KEY INTENDED OUTCOMES SUPPORTED
Build And Maintain Priority Infrastructure With Full Accountability
FINANCIAL INFORMATION
The cost of the related services, determined upon successful negotiations, are subject to funds
13aP l %9fo1 s
availability approved through the City's budgeting process. Grant funding will not be utilized for
this project.
Amount I $253,859 Account 1 request to de-appropriate from South Pointe
Park Remediation 389-0820-067357-00-410-
546-00-00-00-29430 and appropriate to 389-
0810-061-35700-410-000-00-00-00-20280
Reallocation to Drainage Improvement to
Wash and So. Pointe
Amount 2 $346,141 Account 2 Future Stormwater Bond Proceeds Project
20280 Drainage Improvement to Wash and
So. Pointe
Legislative Tracking
Public Works !Procurement
ATTACHMENTS:
Description
o Attachment A Evaluation Committee Scoring and Ranking
o Resolution
Pale X1'4®fo'f 8
A o r-,j `,4, r-4 A To > `
co To co
�. I1. i C L m LOW
':+1` ,� .0 U
I'' 1 I�".'• •. , w _ Ranking co Ranking Rankingm `o AGGREGATE
,, Ranking to Ranking TOTALS Rank
30igngineering Group,P.A. 83 6 706 75 4 80 6 60 6 •4 28 6
to q
Cheq Moore&Associates 87 _ 5 93 3 60 5 90 4 70 _ 5 • 22 4
1-
Thorradino Group 88 4 80 4 55 6 _ 85 5 75 3 22 4
N �,
Haat and Sawyer 98 2 98 2 95 2 98 . 2 90 2 10 2
Kimley-Horn and Associates,Inc. 90 3 _ 80 4 80 3 93 _ 3 75 3 16 3
Wade Trim 102 1 101 _ 1 105 _ 1 105 1 102 1 5 1
Page 311 of 1025
RESOLUTION NO. 2017-30039
A RESOLUTION OF THE MAYOR AND CITY COMMISSION
AMENDING BOTH THE CITY'S PUBLIC WORKS MANUAL, AND
THE CITY'S 2011 STORMWATER MANAGEMENT MASTER PLAN
(PLAN) TO INCORPORATE MODIFICATIONS TO THE STANDARDS
FOR THE CONSTRUCTION OF NEW ROADS, STORMWATER
SYSTEMS, AND DEVELOPMENTS IN ORDER TO INCREASE THE
LEVEL OF PROTECTION TO PROTECT FROM A 10 YEAR/24
HOUR STORM EVENT; AND WHICH MODIFICATIONS ARE
ATTACHED HERETO AS COMPOSITE EXHIBIT A.
WHEREAS, over the past several years, the City enacted several measures
which created the City's Stormwater Management Master Plan (Plan) [Resolution 2012-
28068, November 14, 2012], and subsequently adopted several standards that have
been incorporated into the Plan; and
WHEREAS, the Plan is intended to be a guide for improving the City's
stormwater management system performance for the next 20 years, while taking into
consideration potential sea level rise over the next 20-years and the impacts sea level
rise would have on the City's stormwater infrastructure; and
WHEREAS, the Plan also contemplates a 50-year planning horizon relating to
seawall heights, and increasing heights of sea walls due to the sea level rise
projections; and
WHEREAS, on February 12, 2014, the City adopted Resolution 2014-28499,
which approved the recommendation of the Flooding Mitigation Committee to amend
the Plan so as to modify the design criteria for the water level in Biscayne Bay, to be
increased from 0.5 Ft-NAVD to 2.7 Ft-NAVD for all tidal boundary conditions; and
WHEREAS, on September 28, 2017, the Mayor's Blue Ribbon Panel on Flooding
and Sea Level Rise voted to make a recommendation to the City Commission to amend
the Plan, and the City's Public Works Manual, so as to increase the City's stormwater
level of service for roadways, such that the future crown of road is not overtopped
(flooded) during a 10 year/24 hour design storm event, which modification, if adopted by
the Mayor and City Commission, would modify the existing standard in the Plan from
having the roadway service level support for solely a 5 year/24 hour design storm
event.; and
WHEREAS, the Mayor's Blue Ribbon Plan on Flooding and Sea Level Rise, and
the City Administration support the modification to the City's Plan.
Page 1712 of 2228
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City
Commission amend both the Public Works Manual, and the City's 2011 Stormwater
Management Master Plan to incorporate modifications to the standards for the
construction of new roads, stormwater systems, and developments; which standards
would incorporate higher elevations in order to reduce the risk of flooding; and which
documents are attached hereto as Composite Exhibit A.
PASSED and ADOPTED this /8 day of October, 2017.
ATTEST:
P ilip - 'e;'Mayor
tdclhs B
Raf el E. Granado, Ci mk........ '�0 �r.
APPROVED AS TO
— : -----'±'6,-=--._4-,,.,- C t� FORM & LANGUAGE
%% nP� G: &FOR EXE UTION
,,',C0��'' \" �� t -- - - 1
NCS ,.r City Attomey ' Dote
Al'
(
,
Page 1713 of 2228
Resolutions - C7 L
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Jimmy L. Morales, City Manager
DATE: October 18, 2017
SUBJECT A RESOLUTION OF THE MAYOR AND CITY COMMISSION AMENDING BOTH
THE CITY'S PUBLIC WORKS MANUAL, AND THE CITY'S 2011 STORMWATER
MANAGEMENT MASTER PLAN (PLAN) TO INCORPORATE MODIFICATIONS TO
THE STANDARDS FOR THE CONSTRUCTION OF NEW ROADS,
STORMWATER SYSTEMS, AND DEVELOPMENTS IN ORDER TO INCREASE
THE LEVEL OF PROTECTION TO PROTECT FROM A 10 YEAR/24 HOUR
STORM EVENT; AND WHICH MODIFICATIONS ARE ATTACHED HERETO AS
COMPOSITE EXHIBIT A.
RECOMMENDATION
ANALYSIS
Over the past several years, the City enacted several measures which created the City's Stormater
Management Master Plan (Plan) [Resolution 2012-28068, November 14, 20121, and subsequently
adopted several standards that have been incorporated into the Plan.
The Plan is intended to be a guide' for improving the City's stormwater management system
performance for the next 20 years, while taking into consideration potential sea level rise over the
next 20 years and the impacts sea level rise would have on the City's stormwater infrastructure.
The Plan also contemplates a 50 year planning horizon relating to seawall heights, and increasing
heights of sea walls due to the sea level rise projections.
On February 12, 2014, the City adopted Resolution 2014-28499, which approved the
recommendation of the Flooding Mitigation Committee to amend the Plan so as to modify the design
criteria for the water level in Biscayne Bay to be increased from 0.5 Ft-NAVD to 2.7 Ft-NAVD for all
tidal boundary conditions.
On June 8, 2016, the City adopted Resolution 2016-29454, which approved the recommendation of
the City's consultant,AECOM, to amend the Plan, specifically Section 2.5.3 to include future crown
road elevation of 3.7 feet NAVD and a level of service such that the crown of the roadway is not
overtopped during a 5 year/ 24 hour design storm event with a 1.25 safety factor using the South
Florida Water Management District (SFWMD) nomograph or 6 in ches times 1.25 for a total of 7.5
inches of rain.
On September 28, 2017, the Mayor's Blue Ribbon Panel on Flooding and Sea Level Rise voted to
Pae 329 of f16338
make a recommendation to the City Commission to amend the Plan, and the City's Public Works
Manual, so as to further increase the City's storniwater level of service for roadways, such that the
future crown of road is not overtopped (flooded) during a 10 year/24 hour design storm event using
the SFWMD nomograph or 7 inches times 1.25, which equates to 8.75 inches of rainfall as opposed
to 7.5 inches of rain previously adopted.
The Mayor's Blue Ribbon Plan on Flooding and Sea Level Rise, and the City Administration support
the modification to the Plan.
CONCLUSION
The Administration recommends that the Mayor and City Commission of the City of Miami Beach,
Florida accept the recommendation of the City Manager to amend the 2011 Stormwater Management
Master Plan.
Legislative Trackina
Public Works
Sponsor
Commissioner Joy Malakoff&Co-sponsored by Commissioner John Elizabeth Aleman
ATTACHMENTS:
Description
FA Reso- Stormwater Master Pan
D ExhibitA
Page EPA HP
1
EXHIBIT A
ADDENDUM 2 TO THE CITY OF MIAMI BEACH
STORMWATER(MANAGEMENT) MASTER PLAN FINAL REPORT
The following amendments to the following sections of the 2011 SWMP are hereby
amended and incorporated by reference into the 2011 SWMP,as follows:
2.5.3 Proposed Level of Service (LOS)
As shown, CDM evaluated design storm events and joint tidal event
periods to evaluate stormwater system performance and the project
needs and costs to achieve various levels of service. The various
evaluations for LOS indicated a point of diminishing returns at the 2
to 3 year storm event level.
Therefore,the City and CDM formulated options to best protect public
safety and property with available funding.The 5-year, 24-hour design
storm of 7.5 inches of rainfall was also investigated due to current
LOS standards. As an example, a 5 year LOS In the Flamingo *Park
Lummus Avenue project area would cost approximately $80 million,
and the City available budget for this project area is approximately
$35 million.
Based on the supplied information herein, the City should determine
whether an adjustment in the design storm is prudent as it relates to
the future evaluation of LOS.
"Future crown of road"and "future back of sidewalk elevations"shall
be 3.7 feet, NAVD, unless exempt due to hardship as determined by
the Director of Public Works.
For land development purposes. "future grade"shall be a minimum of
3.7 feet NAVD.
The stormwater level of service for roadways such that the future crown
of road'is not overtopped(flooded)during the-5--1Q_year/24 hour design
storm event shall be constructed utilizing the following parameters:
o South Florida Water Management District nomograph with 1.25
safety factor.
o The rainfall distribution shall be the SCS Type iil.
o The Unit Hydrograph peaking factor shall be 160.
Page 1716 of 2228
Page 333 of 1633
WADEWade Trim,Inc. FI I C.Reg.No.0000121
11101 TRI AIV1 2100 Ponce de Leon Boulevard,Suite 940•Coral Gables,R 33134
786.361.1645•www.wadetrim.com
June 18, 2019
City of Miami Beach Public Works
1700 Convention Center Drive
Miami Beach, FL 33139
Attention: Mr. Luis Soto, PE
Assistant City Engineer
Re: City of Miami Beach Architectural and Engineering Design Services for 1St Street
Amendment Request
In accordance with City of Miami Beach's (City) request, attached is our amendment request
regarding hydraulic modeling, pump station alternative siting analysis, accommodation of larger
sanitary sewer pipe and pump station, streetscape, and additional construction services.
We are glad to have resolved any issues and are looking forward to completing this to exceed
your expectations.
Please do not hesitate in contacting us with any questions.
Very truly yours,
Wade I im, Inc. Wade Trim, Inc.
Pfri ei . ,
Ji -enkosky, PE Holly Kremers, PE
Senior Project Manager Vice President
JP:HK:jjc
MIB2002.D1S
projectwise1Documents1ProjectslMlMib20021D1s1DocslCorrespondencellst Street Amendment_AmendmeM submittal for review.docx
Enclosure
cc: Roger Cooley, Wade Trim
Page 1717 of 2228
SCOPE OF SERVICES SUMMARY: AMENDMENT NO. 1
PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF MIAMI BEACH (CITY)
&WADE TRIM, INC. (CONSULTANT)ARCHITECTURAL AND ENGINEERING DESIGN
SERVICES FOR 1ST STREET(ALTON ROAD TO WASHINGTON AVENUE)
June 18, 2019
The original scope for the 1st Street project included stormwater and streetscape improvements
that were location and size-specific and tied to a $12M construction project. The storm system
improvements were defined in the 2017 First and Fifth Street Draft Drainage report by AECOM.
Since the time of the original scope, significant changes to the 1st Street scope have been
requested by the CITY in response to new stormwater criteria identified in the July 2018
AECOM report and implementation of ULI report recommendations.
Description Original Revised
Complete roadway reconstruction for 1st Street from Alton Road to Washington Avenue,
which includes
o Elevating 1st Street to minimum 3.7' NAVD
o Utility removal and replacement (of existing water main)
o Storm sewer trunk line installation
o Landscape, lighting, and pedestrian safety improvements
Storm sewer trunkline installation on Alton Road and 48" and 60" 60"and 96"
Washington Avenue from 5th Street to South Pointe
Drive
Submersible stormwater pump station located in the 60,000 gpm, CITY 120,000 gpm
triangle park bordered by Jefferson, Alton, and 1st standard station
Street design
Force main and outfall/dissipation structure located 72" 72"
along the seawall south of Murano Grande
The increased size of the new recommended pipe and pump station will result in additional
design considerations for the project. In addition, modeling tasks have been added to provide
the CITY information that will be needed to communicate the expected level of service to the
residents and business owners in the South Pointe drainage area after each phase of
construction is complete.
This scope of services document provides a description of the additional work that has been
identified based on this change.
Task 1 —Pump Station and Dissipater Site Alternatives Analysis
Prior to the new design efforts, CONSULTANT will provide for analysis of alternatives to have a
consensus for final design elements. These elements are:
• Pump Station Site Alternatives Analysis for up to three station locations
• Outfall/Dissipater Structure Site Alternatives Analysis for up to three outfall locations
Concept layouts will be prepared for each and a summary of pros and cons along with
budgetary level cost impacts for each alternative will be developed. Results will be presented to
the CITY for discussion and selection of a recommended concept.
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Task 2—Force Main Design for Alternative Outfall Location
Task 1 will identify a final location for the pump station outfall. If this outfall location requires a
force main route longer than 900 If, the budget in Task 2 will be used to design the longer force
main route up to an additional 1,100 If.
Task 3—Storm Sewer Redesign
In general, the proposed 48"-60" diameter storm sewers are increasing to a size of 60"-96"with
an invert elevation not to exceed -8.0' NAVD to align with the AECOM drainage report. The
CONSULTANT will revise the diameter of storm sewer pipes on the design drawings in
accordance with the model results under this amendment. Changes shall be made to the
horizontal and vertical alignment to manage utility conflicts and provide for the required capacity
and hydraulic performance. Alton and Washington will be restored at the same configuration
and elevation as the existing roadway.
Additional coordination will be needed with pipe vendors to confirm availability, scheduling, and
pricing impacts. CONSULTANT will need to take this into account when sizing excavations and
designing connections between pipes and prefabricated structures.
Utility relocations will be necessary to clear the path for the large collection system pipe after the
preferred route and depth has been identified. These relocations (for water, sanitary or storm
sewer)will be designed by CONSULTANT and shown on the utility drawings. Utility company
coordination, review, and field visits will be needed to coordinate relocations of gas, cable, fiber
optic or electric lines. Potholing (soft dig locates) may be needed to confirm locations of key
utilities and structures. Any required potholing will be conducted by others.
The storm sewer has increased in size significantly, with a large portion of the alignment at an
anticipated 84" diameter. The CONSULTANT will perform design of the storm sewer structures
using FDOT index standards. Custom structural design of large cast-in-place storm structures is
not included in the scope of service. Design drawings, details, and technical specifications will
be provided for the junction chambers. Additional considerations will be needed to review
access, working space and more elaborate excavation support measures.
Task 4—Sanitary Sewer Design
CONSULTANT will provide for the design of improvements to the existing sanitary sewer
system located within 1s' Street between Alton and Washington. Improvements are anticipated
to include replacement of the main line sewer within the existing ROW, while maintaining its
current size, slope, and elevation. Drawing notations and technical specifications related to
bypass pumping and sewer details will be provided. It is assumed that laterals can be
reconnected and replaced in kind.
Task 5—Geotech— Deeper Borings at Pump Station & Structures
The geotechnical investigations have yet to be performed but the scope was developed based
on a simpler project with an assumed number of borings and depth of drilling. As the pipe will be
larger and is expected to be deeper to avoid utility conflicts where feasible, additional
geotechnical investigations will be required to support the design. The original scope assumed
10 borings at a total depth of 10-15 feet to support the sewer design. We are estimating that the
revised scope will require 20 borings at a total depth of 15-20 feet.
2
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As the facility pump station,wet well, diversion structure, water quality units, valve box, and
dissipater will be significantly larger and deeper, additional geotechnical investigations will be
required to support the new design. The original scope assumed 1 boring at a total depth of 40
feet to support the pump station design, the revised scope is based on 3 borings at a total depth
of 40 feet. Our Geotechnical Subconsultant will advance the borings and provide a report of the
findings and recommendations. Additional effort will be needed by the Geotechnical Engineer to
address groundwater management and temporary excavation support measures in their report.
Task 6—Additional Generator Design
Since the size of the pump station has doubled, the emergency standby power equipment will
need to be increased to support the added load. The large generators desired by and used
elsewhere in the City have a 60/40 mix of diesel and natural gas with a bladder tank for diesel
storage.
CONSULTANT understands the need to standardize CITY owned and operated equipment.
Therefore, the generator, fuel tank, fuel control system and instrumentation at the 19th Street
Pump Station will be reviewed, and drawings and specifications modified to provide for a similar
design. This design configuration is contingent on a sufficient natural gas line available near the
pump station site and will require coordination with the gas utility to provide.
Task 7—Larger Pump Station Design
The CONSULTANT will revise the pump station design reflecting the increase of the station
from 60,000 gpm to 120,000 gpm and associated infrastructure due to the updated design storm
requirements. This task includes hydraulic, electrical, process, instrumentation and controls, and
landscape architecture design associated with the increase in the pump station capacity and
larger site impact. Additional piping,fittings and valves will potentially be needed to address flow
control, surge, and air release from the expanded facility. The dual wet well may also introduce
levels of complexity with the pump operational schemes to address the standby pump and split
flow operation.Additional civil/site and restoration design will be needed to address the greater
impact footprint of the proposed facility and staging areas.
Pump stations that exceed 100,000 gpm have more stringent design requirements in
accordance with the Hydraulic Institute (HI) Standards. HI Standards recommended a physical
modeling study be conducted, which is recommended and described as an allowance under
Task 16. CONSULTANT will work with the two city-approved pump manufacturers regarding
inlet structure configuration and warranties to determine if physical pump station modeling is
necessary. Vendor coordination and design approval will continue through the entire design
phase. CONSULTANT will seek to confirm if pump vendor will provide warranty and guarantees
for pump performance after installation.
The increased pump station capacity will change the design from a single wet well structure to a
dual wet well structure. If a physical model is done, the wet well will be shaped with intention to
meet HI Standards for a pump station of this size and the results of the physical model. If the
City chooses not to perform a physical model, the wet well will be shaped in accordance with
the pump manufacturer's recommendation, and the manufacturer will take responsibility for the
wet well performance. This larger footprint will increase the level of structural analysis and
design of foundation, walls, top slabs and access hatches. The change in pump station design
from a single wet well structure to a dual wet well structure will require design of a custom bar
3
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screen, flow splitter box structure and possible gates, stop logs, or other static provisions to
allow each wet well to be isolated if necessary.
The increased pump station capacity will also require a larger force main and outfall dissipation
structure. Similar to the storm sewer, additional considerations will be needed for establishing a
horizontal and vertical alignment that provides for the proper hydraulics and thrust restraining
while minimizing the needs for venting or flushing structures. Considerations for access to the
pipe for maintenance will also be needed. It is assumed that the dissipater will be integrated into
the existing shoreline and that tunneling into the open or special structures will not be needed.
Easements that may be required will be the responsibility of the CITY.
Task 8— Proposed Conditions Model Conversion and Report
The CONSULTANT will review the design model to confirm that the hydrologic and hydraulic
representations are reasonable.
The Proposed Conditions Model will be converted from ICPR v3 to v4. Because 1CPR v3 model
elements are not geographically referenced within the model framework, each model element
will be adjusted to provide a spatial representation of the system within ICPR v4. Adjustments
identified in Task 3 below will be made to the model representation. Changes will be made to
the proposed storm sewer, WQ units and pump station as needed to meet the 10-year level of
service criteria. Model simulations will be conducted for the 1.5"water quality event and the 10-
year design storm.
The findings from this analysis will be summarized in a technical memorandum. As with the
original model, the model will not consider the effects of a high groundwater table and its
impacts on the system.
Task 9—Existing Conditions Model Development and Report
The CONSULTANT will generate an Existing Conditions model within ICPR v4 based on
modifications to the ICPR v4 Proposed Conditions Model. The hydraulic network will be updated
to reflect the South Pointe neighborhood drainage system as it exists today. This task may
involve, as appropriate:
• Removing proposed pipes
• Downsizing proposed upsized pipes
• Altering elevations within the hydraulic network
• Moving inlet locations or removing inlets
• Altering drainage areas and storage assumptions
• Adjusting pump station representations
• Adding existing gravity outfalls and drainage wells
Interbasin transfer of flow will not be considered. Surface flooding depths will be approximated
based on available topographical data and will not be calibrated to existing flood level data.
Field correlation for this task is outlined in Task 10. It will be assumed that any groundwater well
discharge will be at design or free flowing capacity. No flow monitoring or collection of new rain
gage information will be conducted. The model will be run for the 10-year design storm to
demonstrate the existing level of flooding and the existing level of service of the system will be
identified.
The findings from this analysis will be summarized in a technical memorandum.
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Task 10— Historical Record Field Correlation
The CONSULTANT will collect available City records and data such as locations of roads and
buildings with observed flooding, known high water marks, photographs, videos, and/or reports
on historical flooding patterns during storms to correlate the models with observed conditions.
Historical rainfall and tide information will be reviewed to assess the reasonableness of the
existing model. The assumptions in the model will be modified to improve the correlation of the
model with actual field conditions and observations provided in the research.
Task 11 —Interim Solution Model Development and Report
After the Proposed Conditions and Existing Conditions models are complete, the
CONSULTANT will generate an interim Conditions model. The hydraulic network will be
updated to reflect the scenario when the storm sewer and pump station proposed as part of the
1st Street project are complete, but prior to construction of the planned 5th Street Pump Station
and full upstream neighborhood storm sewer system improvements. The Interim Conditions
model is not expected to show that the 1St Street project meets the 10-year level of service but
meets a storm smaller than this.
Model simulations will be conducted for the 1.5"water quality event, the 10-year design storm
and to determine the anticipated level of service of the Interim Conditions project.
The findings from this analysis will be summarized in a technical memorandum.
Task 12—Survey and Elevation Impact/Level of Service Analysis
Elevation survey will be performed throughout the South Pointe drainage area to document the
crown of road, sidewalk, and building finish floor elevations. Analysis of these elevations will be
completed to determine what criteria should be used to determine the "pass/fail" evaluation
point for the modeled basin inlets. Similar activity was successfully performed by
CONSULTANT for previous projects.
Task 13—Green Infrastructure Design
2 CITY has asked CONSULTANT to provide for green infrastructure design including design of
bioswales and/or rain gardens in the 1st Street greenspace and surrounding the pump station.
Design drawings, details, and technical specifications for the green infrastructure features will
be provided.
Task 14—Additional Streetscape Meetings, Support, and Renderings
In providing streetscape, CONSULTANT will provide for analysis of alternatives to have a
consensus for final 1st Street Streetscape design elements. The Streetscape design element
alternatives include:
• Number/width/direction of traffic and parking lanes
• Parking preservation
• Valet parking preservation
• Multi-use paths
• Surface treatments (e.g. concrete, pavers, stamped concrete)
• Traffic calming bumpouts
• Pedestrian-protective crosswalks
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CONSULTANT will provide support for a single meeting and provide renderings as part of the
CITY's effort to have a stakeholder consensus for the revised project under this task.
Task 15—Additional Construction Services
The increased construction scope will result in additional construction duration of 6 months.
Additional construction services are expected to include additional field visits, progress
meetings, RFI and submittal response and change support.
Task 16—Hydraulic and Engineering Allowance
The previous pump station size of 60,000 gpm has increased to 120,000 gpm. Due to the large
size of the new stormwater pump station, HI Standards require that a physical modeling study
be implemented to confirm the hydraulics of the wet well configuration are acceptable. Should
the CITY choose to exercise this Allowance Item, the work will require a time frame of 12 to 16
weeks.This work includes coordination, model construction, testing and recommendations for
improvements, preparation of a modeling report and several visits to the lab to review and
discuss the work.
Due to the dynamic nature of this project, an engineering allowance is recommended to allow
for additional design services should changes in the scope become necessary.
Assumptions
• CITY will provide CONSULTANT the current 10-year, 24-hour design model prepared by
AECOM in ICPR Version 3, existing drainage system maps and data for development of the
existing conditions model.
• Per the AECOM South Pointe Final Drainage Report dated July 2, 2018, the ultimate 10-
year Level of Service described in the report will NOT be met until the 5th Street Pump
Station and other system improvements are constructed in the future. The interim level of
service for the neighborhood will be determined as a part of the modeling analysis.
• The ultimate Level of Service established for the South Pointe drainage area requires that a
10-year, 24-hour storm with 8.75 inches of rainfall be contained within the drainage system
such that water does not exceed the crown of road elevation and that design water level
design not enter the first-floor elevation of the adjacent buildings. It should be noted that
there are two low-lying locations along 5th Street as identified in the AECOM memo which
will have water on the road during the design storm until the roadway elevation is increased
under a future project.
• It is assumed that the invert elevations, pipe sizes and road elevations in the model are
accurate and do not require review or field survey. Additional field survey to understand the
first floor elevations, curb, and existing road elevations along the storm sewer alignment for
this project will be obtained under the Survey and Elevation Impact/Level of Service
Analysis task for purposes of confirming the level of service.
• Water quality treatment will be sized for 1.5 inches over the City right-of-way in the South
Point drainage area. Water quality units are sized to handle only public ROW, not residential
areas per the AECOM memo. Permits for private properties needed to allow discharge into
the proposed storm system are not included in this scope of service.
• The minimum top elevation of the pump station and associated structures will be 3.7' NAVD.
• No part of this project will be housed in a building.
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• Pump Station dissipater discharge configuration into the waterway will remain along the
seawall.
• Preparation of plats and obtaining any required easements are not included in this scope of
work.
• Resubmittal of the 30% design documents will not be necessary as the 30% design has
been approved. Final design will continue towards the 60% submittal in accordance with the
original contact and this amendment's scope.
• Participation and support of value engineering activities are not included in this work.
• Meetings will include one public pre-construction meeting with resident and monthly design
development progress meetings.
Project Schedule
The project will begin at the start of the 60% design milestone. The project schedule moving
forward with this amendment is presented below. All tasks are relative to receipt of Contract
Notice to Proceed on Amendment No. 1 from the City.
Schedule Time Elapsed to
Task Task Completion
Task 1 —Engineering Design
Alternatives Analysis 4 weeks
City Decision 6 weeks
Survey 6 weeks . .
Geotechnical 16 weeks
Sewer System Modeling 20 weeks
60% Design Documents 26 weeks*
City Review 28 weeks*
90% Design Documents 32 weeks*
City Review 34 weeks*
100% Design Documents 36 weeks*
Permitting 40 weeks*
Bid Ready Documents 42 weeks*
*lf physical modeling studies are required by the City, a minimum of 12 to 16 additional
weeks will be needed to complete the design based on lab availability.
Task 2—Bid Phase 6 weeks after City advertisement
Task 3—Construction Services
Shop Drawing review 8 weeks (after Contractor NTP)
Construction 18 months (after Contractor NTP)
Contract Reference
This Task Order shall be performed under the terms and conditions described within the
Professional Architectural and Engineering Services Agreement dated June 16, 2017 between
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the City of Miami Beach and Wade Trim, Inc. as amended in accordance with Schedule A-1 and
herein. c
Obligations of the City
1. The City shall provide Wade Trim in a timely manner all available record data and
information related to the project as necessary for the performance of the services specified
herein.
2. The City shall review all documents presented by Wade Trim; and render decisions
pertaining thereto within reasonable time so as not to delay the services of Wade Trim.
3. City to provide all services necessary to acquire rights-of way at no cost to Wade Trim.
Additional Services Budget
Task No. Description Negotiated
Fee
1 Pump Station and Outfall Site Alternatives Analysis $30,318
2 Force Main Design for Alternative Outfall Location $22,000
3 Storm Sewer Redesign $14,782
4 Sanitary Sewer Design $2,643
5 Geotech — Deeper Borings at Pump Station & $18,505
Structures
6 Additional Generator Design $16,003
7 Larger Pump Station Design $20,000
8 Proposed Conditions Model Conversion and Report $55,304
9 Existing Conditions Model Development and Report $65,700
10 Model —Historical Record Field Correlation $11,150
11 Interim Solution Model Development and Report $20,256
12 Survey and Elevation Impact/Level of Service Analysis $56,969
13 Green Infrastructure Design $26,371
14 Additional Streetscape Meetings, Support, and $28,800
Renderings
15 Additional Construction Services $110,000
16 Hydraulic and Engineering Allowance $120,000
TOTAL $618,801
8
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