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Item C03 C.3 County �� .�� y,4 ' �, "tr, BOARD OF COUNTY COMMISSIONERS Mayor Michelle Coldiron,District 2 �1 nff `ll Mayor Pro Tem David Rice,District 4 -Ile Florida.Keys Craig Cates,District 1 Eddie Martinez,District 3 w Mike Forster,District 5 County Commission Meeting March 17, 2021 Agenda Item Number: C.3 Agenda Item Summary #7733 BULK ITEM: Yes DEPARTMENT: Engineering/Roads TIME APPROXIMATE: STAFF CONTACT: Debra London (305) 453-8754 N/A AGENDA ITEM WORDING: Approval of Amendment Four to the contract with WSP USA, Inc. for engineering design and permitting services for the Sea Level Rise Pilot Project. The amendment adds design of subsurface conduit to bring three phase power to the Twin Lakes pump station, evaluation of the use of outfalls versus injection wells for disposal, re-design of the layout of the Sands pump station to meet setback requirements, and updating the road and drainage plans to incorporate new target minimum road elevations based on current sea level rise projections for the maximum not to exceed amount of$467,943.61. ITEM BACKGROUND: This Amendment Four adds consultant tasks to evaluate and revise the roadway design criteria to higher target elevations based on more recent sea level rise projection data for both the Twin Lakes and Sands subdivisions; revises the pump station layout onto two County owned lots for the Sands design; and adds three phase power design for the electrical utility tie in for the pump station in Twin Lakes. (an FKEC utility agreement will be brought to the board for approval in the future). In addition, at the public's request and the board's direction in January 2021, the consultant is preparing a memorandum to evaluate the feasibility and cost of the use of outfalls versus injection wells. These revisions are in the maximum not to exceed amount of $467,943.61, revising the total contract amount to $1,031,991.42. On January 18, 2017, the BOCC adopted an interim standard methodology for adapting transportation infrastructure for sea level rise. On April 15, 2020, the Board adopted revised projections (refer to Exhibit 1 - Southeast Florida Regional Climate Compact 2019 projections) — indicating 10 to 17 inches of sea level rise by 2040. Therefore, it is in the County's best interest to revise the sea level rise pilot projects designs for an increased level of protection. Twin Lakes subdivision specified roads should be designed to a target elevation of 13 inches NAVD88 (currently designed at 5 inches NAVD88) and Sands subdivision specified roads should be designed to a target elevation of 19 inches NAVD88 (currently designed at 11 inches NAVD88). PREVIOUS RELEVANT BOCC ACTION: Packet,Pg. 96 C.3 August 19, 2020 — The BOCC approved Amendment 3 to the contract adding lightning protection design in the maximum not to exceed amount of $18,278.00, revising the total contract amount to $564,047.81. November 20, 2019 — The BOCC approved Amendment 2 to the contract for National Park Service (NPS) - (Everglades National Park) permitting requirements in the maximum not to exceed amount of$20,751.77, revising the total contract amount to $545,769.81. October 16, 2019 — The BOCC approved Amendment 1 to the contract for subconsultant Longitude Surveyors additional topographic and boundary surveying services in the amount of $7,500.00, due to utilization of the lot purchased by the County to be used for pump station infrastructure; RE Number 00302870-000000, Avenue C and Father Tony Way, Big Pine Key, revising the estimated not to exceed amount to $525,018.04. June 19, 2019 — The BOCC approved the purchase of lot RE number 00302870-000000 in the Sands subdivision on Big Pine Key for the installation of drainage system pump station equipment for the Sea Level Rise Pilot project. November 20, 2018 — The BOCC approved a contract with WSP USA, Inc. in the amount of $517,518.04 for Engineering Design and Permitting for the Sea Level Rise Pilot Project. July 18, 2018 — The BOCC approved negotiations with WSP USA, Inc., the highest ranked respondent for Engineering Design and Permitting for the Sea Level Rise Pilot Project. January 18, 2017 — The BOCC approved by resolution the final report of the Tidal Flooding Roads Demonstration Project, which recommends road improvements in two communities (Twin Lakes subdivision in Key Largo and the Sands Subdivision in Big Pine Key) and to move forward with the design phase to implement the recommendations. November 22, 2016 — The BOCC approved Amendment No. 9 to the Sustainability Action Plan/Climate Change and Energy Savings Initiatives contract to finalize tasks for the Pilot Roads/Tidal Flooding Roads Demonstration Project for specified roads in the Twin Lakes subdivision in Key Largo and the Sands Subdivision in Big Pine Key. CONTRACT/AGREEMENT CHANGES: Add design scope in the amount of$ 467,943.61 STAFF RECOMMENDATION: Approval of Amendment 4 to WSP USA, Inc. Engineering and Design Sea Level Rise contract. DOCUMENTATION: WSP contract and 3 amendments Exhibit 1 SLR 2019 projections Amendment 4 WSP Design Services revised SLR scope JC rev-signed WSP Exec_01 Packet,Pg. 97 C.3 FINANCIAL IMPACT: Effective Date: March 17, 2021 Expiration Date: 30 days after final construction completion Total Dollar Value of Contract Amendment 4: $467,943.61 Total Cost to County: $467,943.61 Current Year Portion: $467,943.61 Budgeted: yes Source of Funds: 102— County Road and Bridge Fund 22562 CPI: N/A Indirect Costs: N/A Estimated Ongoing Costs Not Included in above dollar amounts: N/A Revenue Producing: NO If yes, amount: Grant: no County Match: N/A Insurance Required: yes - Additional Details: Amendment 4 adds $467,943.61 to WSP USA, Inc. SLR design contract for a revised total contract amount of$1,031,991.42. 02/17/21 102-22002 - COUNTY ENGINEER R & B $467,943.61 Sea Level Rise Pilot Project REVIEWED BY: Judith Clarke Completed 03/01/2021 2:42 PM Christine Limbert Completed 03/01/2021 5:32 PM Purchasing Completed 03/02/2021 8:12 AM Budget and Finance Completed 03/02/2021 9:23 AM Maria Slavik Completed 03/02/2021 9:54 AM Liz Yongue Completed 03/02/2021 10:39 AM Board of County Commissioners Pending 03/17/2021 9:00 AM Packet,Pg. 98 C.3.a AMENDMENT 3 TO THE CONTRACT FOR ENGINEERING DESIGN AND PERMITTING BETWEEN MONROE COUNTY BOCC AND WSP USA, Inc. FOR THE SEA LEVEL RISE ROADWAY AND DRAINAGE PILOT PROJECT(KEY LARGO AND BIG PINE KEY) THIS AMENDMENT 3 to the CONTRACT is entered into this 19th day of August 2020, between Monroe County, whose address is 1100 Simonton Street, Room 2-216 Key West, Florida 33040, hereafter the "COUNTY" and WSP USA, Inc., a Corporation of the State of New York, whose address is 7650 Corporate Center Drive, Suite 300, Miami, FL 33126, hereafter referred to as "CONSULTANT". WHEREAS, on the 20th day of November 2018, the parties executed a contract authorizing the Consultant to perform Professional Services for the Engineering Design and Permitting Services for the Sea Level Rise Roadway and Drainage Pilot Project, for an estimated not to exceed amount of$517,518.04; and U WHEREAS, on the 16th day of October 2019, the parties executed AMENDMENT 1 to the contract for subconsultant Longitude Surveyors additional topographic and boundary surveying services in the amount of $7,500.00, 'N due to utilization of the lot purchased by the County to be used for pump station infrastructure; RE Number 00302870- 000000, Avenue C and Father Tony Way, Big Pine Key; and revising the estimated not to exceed amount to $525,018.04; and 2 CL WHEREAS, on the 20th day of November 2019, the parties executed AMENDMENT 2 to the contract to add National Park Service (NPS)permitting requirements in the amount of$20,751.77 due to the Key Largo project right-of-way CL encroachment on Everglades National Park lands; and revising the estimated not to exceed amount to $545,769.81; and 0 WHEREAS, the electrical equipment associated with the proposed pump stations will have a top elevation of approximately 20 feet above ground and while not mandatory it is recommended per FEMA Design Floor Elevation criteria to provide lighting protection to the equipment and therefore this proposed amendment will add that additional design; NOW THEREFORE, in consideration of the mutual promises contained herein, the COUNTY and CONSULTANT agree to amend Article VII, Compensation, Paragraph 7.1.1 of the contract; and add Article VII, Compensation, Paragraph 7.1.2. to the contract as follows: 0 Amend Article 7.1.1 as follows: Add lighting protection design scope for the pump stations in both the Twin Lakes and Sands subdivision locations as defined in "Attachment A" at itemized hours and rates for the additional estimated amount of$18,278.00. Previous Contract Amount $545,769.81 Lightning Protection Design: Total maximum not to exceed WSP and APCTE subconsultant effort $18,278.00 Total Revised Contract Amount $564,047.81 r9 Revise Article 7.1.2 as follows: The contract individual itemized task amounts may be adjusted as needed with prior approval of the County Engineer as long as the Total Contract Amount of$564,047.81 is not exceeded. This Amendment 3 is effective August 19, 2020. CL In all other respects, the Contract approved November 20, 2018, BOCC, as amended October 16, 2019 and November 20, 2019, remains in full force and effect. In WITNESS WHEREOF, each party hereto has caused this contract to be executed by its duly authorized representative. Amendment 3—WSP USA, Inc.SLR Design Project August 19,2020 Packet,Pg. 99 C.3.a BOARD OF COUNTY COMMISSIONERS OF WSP USA,Inc. MONROE COU ,FLORIDA Consuftant BY: BY: Mayor irairrrt TITLE:Vice President-Senior Area Manager a U 5 The foregoing instrument was acknowledged before me — DOK.CI rk this 22 day of July 2020,by CL .,eem'' Who is[ Py known to me or who ]produced$ As Deputy Clerk CL rive s WIBBLV. DATE: a N TATE OF FLORIDA /71 H Pi/ROE CtliMTY RTrtl11NEY � r" OAS TO Print,type of stamp commissioned name of ry nab M1aDTM1 �AT, vtY HEIDY CORDOVA o It.ttnr �•sm a FlIvw �r� ot rtra.lis,4 � > 2 N ry t_ N 3 171l faCD 0 � U CL Amendment 3-WSP USA,Inc.SLR Design Project August 19.2020 Packet Pg. 100 C.3.a ATTACHMENT A 0 CL CL 0 2 N 0 CL Packet Pg. 101 C.3.a Sea Level Rise Pilot Project Design Project No. 193618A July 20,2020 0 CJ Debra London, CPPB,FCCM,MBAR Engineering Department—Project Manager Monroe County Murray Nelson Bldg. _ 102050 Overseas Hwy, Suite 229 CL Key Largo,FL 33037 CL Subject: Sea Level Rise(SLR)Pilot Design Project Pump Stations Electrical Equipment Lightning Protection 0 Dear Ms.London, As indicated to you in the email dated May 27`h,2020,the electrical equipment associated with the � proposed pump stations on both Twin Lakes and Sands Community, after installed,will have a top E elevation approximately 20 feet above ground.This is a result of the 500 year storm Finished Floor Elevation(FFE)required per FEMA Design Floor Elevation criteria.Although it is not c mandatory,it has been recommended by WSP's electrical experts(APCTE)to provide lighting protection to the equipment. a To accommodate this additional design and associated effort,WSP will provide services for the structural design of the foundation of the lightning protection poles and coordination with the county and subconsultant as described below. WSP shall: m - Serve as main coordinator and manager of the project with the County and APCTE M - Attend up to(2)meetings with the County - Prepare and provide updated plans and technical specification - Review a reasonable number of RFI's and shop drawings associated with the subject 0 CL This effort does not include any field work or permitting process. APCTE's scope and fee can be found under Attachment A.Table I below contains the total �. estimated cost for this task.A breakdown is provided of the estimation of the effort required from WSP's team to complete the aforementioned scope of work. E WSP LSA Site 300 �Jo0 Comorale Cr rater Drive. Miami,Fi...331%9 Tel- 1 30.E 51+-3100 W rr.coM Packet Pg. 102 Tabie Summaov of Gost Monroe Co-SLR Design Project- Electrical Equipment Lightning Protection Consultant Estimated Hr App'd Rate Cost WSP(Prof. Manager) 6 $ 211.36 $ 1,268.16 0 WSP(Prof. Engineer) 8 $ 134.50 $ 1,076.00 WSP(Sr.Structural Engineer) 4 $ 292.77 $ 1,171.08 Sub-total WSP $ 3,515.24 WSP Subconsultants CL W APCTE $ 14,762.76 _J ............................................................................................................. ......................................... ................................... ........................................... U) Sub-total WSP Subconsultants $ 14,762.76 CL U) Total $ 18,278.00 0 We will be more than glad to continue with this task,to help move the project forward and to a E prompt completion. E Please,do not hesitate to contact me, should you have any question. 0 2 Sincerely, Ronald M. Colas,PE, Sl Andres Cardona,PE Vice President- Senior Area Manager Supervising Engineer E AC E cc:Cecilia Martensson,File 0 CL U) E Packet Pg. 103 C.3.a WSPUSA REQUEST FOR LIGHTNING PROTECTION DESIGN SCOPE OF WORK Pump Station for Twin Lakes & Sands Community Monroe County 0. 0 July 20, 2020 N Prepared By: 0 CL 8935 NW 35' Lane, Suite 200 Doral FL, 33172 E Packet Pg. 104 C.3.a WSP USA Scope of Work - Pump Stations Table of Contents Tableof Contents...............................................................................................................................i .� Section1.0 - Introduction.............................................................................................................. 2 Section 2.0 - Project Description................................................................................................. 2 Section 3.0 - Scope of Work and Deliverables......................................................................... 2 N Section 3.1 100%Design Submittal........................................................................................................................2 Section 4.0 -Engineering Services During Construction.................................................................... 3 0 CL Section 5.0 - Project Design Cost................................................................................................. 3 CL 0 N 0 CL Packet Pg. 105 C.3.a WSP USA Scope of Work - Pump Stations Section 1.0 - Introduction WSP USA required the professional engineering services for the Lightning Protection design for two pump stations at Monroe County, Twin Lakes at Key Largo and Sands Subdivision at Big Pine Key. APCTE is pleased to submit this proposal to perform Lightning Protection and Limited Construction Support Services for the two pump stations above referenced. The design of this project will consider design, permitting and limited construction services following the national and local authorities stated criteria. This is a technical recommendation considering the elevation of the equipment due to the flood level conditions of that area and the high incidence of lightning in South Florida. Key Largo: c Existing Grade: +/- 1.00 Electrical Equipment Platform Elevation: 10.6' NAVD Generator top elevation: 20.63' NAVD 0. Big Pine Key: Existing Grade: +/-2.88 Electrical Equipment Platform Elevation: 12.4' NAVD Generator top elevation: 22.39' NAVD Section 2.0— Project Description The project includes the following tasks: • Design Work • 100% Design Submittal • Permitting • Limited Construction Support Services Section 3.0—Scope of Work and Deliverables Section 3.1 100% Design Submittal The 100% submittal shall include, but is not limited to, the following information: • Lightning Protection Sheets • Final Opinion of Probable Electrical Cost Estimate based on bid items in the standardized Proposal (in excel format). Packet Pg. 106 C.3.a WSP USA Scope of Work - Pump Stations 100% Deliverables: • Procurement Package containing: • Approved 100% Signed and Sealed Conformed Plans (Three (3) copies of 11" x 17") • Final Opinion of Probable Electrical Cost (one (1) copy) • Electrical Specifications. Updated Construction Schedule Section 4.0 Engineering Services During Construction The Limited Construction Support Services will include the following Tasks: 0. • Review Pre-Bid Documents. • Respond to Pre-Bid Questions from Contractors. c • Attendance at Pre-Construction and Public Information Meetings, as required. • Responses to Request for Information (RFI). • Review and approval of Shop Drawings, Review and approval of change order requests. • Review and approval of Shop Drawings, Review and approval of change order requests As-Built Certification. 2 Section 5.0— Project Design Cost The services described herein shall be performed on a lump sum fee basis as per APCTE, in the amount of$7,381.38 for Twin Lakes Pump Station and $7,381.38 for Sands Community E Pump Station. Reimbursable expenses for this contract include, printing and reproduction costs. Fees for limited construction support services shall be accounted for in the total compensation. 0 CL Packet Pg. 107 DATE C.3.a' ,4`�o�® CERTIFICATE OF LIABILITY INSURANCE 7/6/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI: CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE! BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE[ REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement of this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: AJG Service Team ArthurJ. Gallagher Risk Management Services, Inc. PHONE Ext: 212-994-7100 FAX 250 Park Avenue, 5th FloorNo, New York NY 10177 ADDE-MRESS: GGB.WSPUS.CERTREQUESTS@AJG.COM. INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Zurich American Insurance Company 16535 INSURED WSPGLOB-01 INSURER B: Liberty Insurance Corporation 42404 WSP USA Inc. CD One Penn Plaza INSURERC: New York, NY 10119 INSURER D 7 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1706026648 REVISION NUMBER: CL THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOI INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI; CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM CL EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD MM/DD O A X COMMERCIAL GENERAL LIABILITY Y GL0983581907 4/1/2020 4/1/2021 EACH OCCURRENCE $2,000,000 CLAIMS-MADE OCCUR DAMAGES(TO RENTED PREMISES Ea occurrence $300,000 ¢' X Contractual Liab MED EXP(Any one person) $5,000 0) PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $5,000,000 POLICY❑ JECTPRO ❑ LOC PRODUCTS-COMP/OP AGG $2,000,000 X PRO- OTHER: $ B AUTOMOBILE LIABILITY Y AS7-621-094060-030 4/1/2020 4/1/2021 COEaMBINED accidentSINGLELIMIT $5,000,000 X ANY AUTO I BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED _ '"+ 9,•• - PROPERTYDAMAGE $ �. AUTOS ONLY AUTOS ONLY Per accident 7/10/2020 N UMBRELLA LAB OCCUR w �. EACH OCCURRENCE $ EXCESS LAB CLAIMS-MADE AGGREGATE $ 0) DED RETENTION$ $ B WORKERS COMPENSATION WA7-62D-094060-010 4/1/2020 4/1/2021 X PER OTH- 0) AND EMPLOYERS'LIABILITY STATUTE Y/" ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $2,000,000 OFFICE R/M EMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $2,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $2,000,000 A Property MCP481938407 4/1/2020 4/1/2021 Full Replacement Cost U DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) O THIRTY(30)DAYS NOTICE OF CANCELLATION. L RE: 193618 1 Engineering Design and Permitting for Sea Level Rise Roadway and Drainage Monroe County BOCC is additional insured on General Liability and Auto Liability. Workers Comp coverage applies for all states. O CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORI THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED II Monroe County BOCC ACCORDANCE WITH THE POLICY PROVISIONS. Insurance Compliance P.O. BOX 100085-FX AUTHORIZED REPRESENTATIVE Duluth GA 30096 .. y @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Packet Pg. 108 C.3.a DA (M D ACC)RV CERTIFICATE OF LIABILITY INSURANCE 10 3112019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY NFRIGHTS UPON THE CERTIFICATE HOLDER. IS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. IS CERTIFICATE OF INSURANCE DO S NOT CONSTITUTE A CONTRACT E N THE ISSUING 1 S (S), AUTHORIZED REPRESENTATIVE PRODUCER,AND THE CERTIFICATEE . IMPORTANT: 1f the certificate holder Is an ADDITIONAL INSURED,the pli (ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement A statement an this certificate does not confer rights to the certificate holder In Ilea of such eorseent(s). PR Ear G Service Team Arthur J.Gallagher i Management Services, Inc. ONE -_ FAX. - 2 D Park Avenue,5th Floor A L1.21 1 2485 _.. .,__ l_ c 1_212.9 4 707 ._ ._............ New York Y 1177 E- L • GGE.WPU .CeRe uests a ,corn I RER s FORDING covE cE AIc s O CJ INSURER A:Q_E_Specialty Insurance Company. 11515 INSURED SPGLOB01 INSURER B: WSP USA Inc. �+ One Penn Plaza INSURERC, New fork, NY 10119 INSURER , INSURER E: O CL INSURER F COVERAGES CERTIFICATE NUMBER.,757862328 RMSION THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CL CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR OF IN CE Ad[) S BI LICY F P@uCY E LILY M8£R LIMITS ¢, COMMERCIAL GENE LL! I HOCCURR E S CLAIMS-MADE � IOCCUR EMt$ES{Ea r n $ `s `s MED EXPPP JAny one gr rsora S l PERSONAL&ADVINJURY S GEN'L AGGREGATE LIMIT APPLIES PER. s GENERAL AGGREGATE $ POLICY'........jECr LOG PRODUCTS-COMPtOPAGG $ a� s OTHER: $ 0 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ � ANY AUTO BODILY INJURY(Per person) $ > OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY OS HIRED NON-OWNED PA60tFiTV® - _G_E $ AUTOS ONLY AUTOSONLY _Leprpre,__ 0) tY 4DED M ELLALJ CUR CHOCCURRENC_E $ CESS CLAIMS-MADE AGGREGATE 0) _L__ $WORKERS COMPEN TION PER OTH. D EMPLOYERS'U I Y I N T T T R ANYPROPRIETO ARTNE XECUTIVE E.L. HACCID $ OFFICEPi ER EXCLUDED? NIA -_W., cu (Mandatory In NH) EL DISEASE-EA EMPLOYEE $ @Iy�s,describe undue DESCRIPTION OF OPERATIONS below E.L.DIS E- LICY LIMIT $ A Prolssalenal tlability OPLOO22630 111112019 10131/2020 Per ClairWApgregats $1,000.000 CLAIMS-MADE cu U cu SCRIP710M OF OPERAIIONS F LOCATIONS t VEHICLES JACORD 101,Ad llondl Rernarks Schedule,wnay be attached It rwre apace Is resultant O THIRTY(3€b)DAYS NOTICE OF CANCELLATION U RE.Project#-193618;Project Description-Engineera n e 'Ring t@r Sea Level Rise Roadway and Drainage Pilot Project R I E CL pA f _ I WAIF R�` 4 CERTIFICATE L CANCELLATION O SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Monroe County BOCC i 100 Simonton Street Key West FL33040AUTHORIZED REPRESENTATIVE 11988- 015 ACORD CORPORATION. All rights reserved. AC (20161 ) The ACORD name and logo are registered marks of ACORD Packet Pg. 109 C.3.a AMENDMENT 2 TO THE CONTRACT FOR ENGINEERING DESIGN AND PERMITTING BETWEEN MONROE COUNTY BOCC AND WSP USA, Inc. FOR THE SEA LEVEL RISE ROADWAY AND DRAINAGE PILOT PROJECT(KEY LARGO AND BIG PINE KEY) THIS AMENDMENT 2 to the CONTRACT is entered into this AOdav of November 2019, between Monroe County,whose address is 1100 Simonton Street, Room 2-216 Key West, Florida 33040, hereafter the"COUNTY"and WSP USA, Inc., a Corporation of the State of New York, whose address is 7650 Corporate Center Drive, Suite 300, Miami, FL 33126, hereafter referred to as"CONSULTANT". WHEREAS, on the 20th day of November 2018, the parties executed a contract authorizing the Consultant to perform Professional Services for the Engineering Design and Permitting Services for the Sea Level Rise Roadway and Drainage Pilot Project, for an estimated not to exceed amount of$517,518.04; and WHEREAS, on the 16th day of October 2019, the parties executed AMENDMENT 1 to the contract for N subconsultant Longitude Surveyors additional topographic and boundary surveying services in the amount of$7,500.00, due to utilization of the lot purchased by the County to be used for pump station infrastructure; RE Number 00302870- 000000,Avenue C and Father Tony Way, Big Pine Key; revising the estimated not to exceed amount to $525,018.04; and CL WHEREAS, Shaw Drive, which is part of the Key Largo project right-of-way is encroaching on Everglades National Park lands and therefore the National Park Service (NPS) is requiring the County to perform additional tasks, including an CL archeological survey,and as a result of the encroachment further coordination with NPS will be required as set forth in more detail in Attachment A; and 0 WHEREAS, the County requires the services of WSP,USA, Inc. and subconsultants to resolve this encroachment matter,which was not originally anticipated or contemplated in the original contract and which is required in order to proceed with the Shaw Drive construction project; NOW THEREFORE, in consideration of the mutual promises contained herein, the COUNTY and CONSULTANT agree to amend Article VII, Compensation, Paragraph 7.1.1 of the contract; and add Article VII, Compensation, Paragraph 7.1.2. to the contract as follows: Add coordination with the National Park Service (NPS) as required to the scope as defined in "Attachment A" at itemized hours and rates for the additional estimated amount of$20,751.77 2 Previous Contract Amount $525,018.04 N National Park Service Permitting Phase: Total estimated NPS effort $20,751.77 Total Revised Contract Amount $545,769.81 r9 Add Paragraph 7.1.2 as follows: The contract individual itemized task amounts are estimates and may be adjusted as needed as long as the Total Contract Amount of$545,769.81 is not exceeded. In all other respects,the Contract approved November 20, 2018, BOCC, as amended October 16, 2019, remains 0 in full force and effect. CL In WITNESS WHEREOF, each party hereto has caused this contract to be executed by its duly authorized representative. Amendment 2—WSP USA,Inc.SLR Design Project November 20,2019 Packet Pg. 110 . C.3.a BOARD OF UN COMMISSIONERS OF WSP[�S nc. MONRO Y F Consu an BY: av airman TITLE: { The foregoing instrument was ac nowledged before me ly AD K,Clerk this 7 day of Maim f9, by o Who is V personalty known to me or who( )produced a ' 5 mo '�. D Clerk driver' license as identification. v, TARY PUBLI ,STATE OF FLORIDA n Print,type of stamp commissioned name of notary CL SUSAN J.NESENMAN .•,� �; Notary Public-State of Florida Commission p GG 350020 `'Tqr ry My Comm.Expires Sep 6,2023 Bonded through National Notary Assn. 0 MONROE COUNTY ATTORNEY APP 0 'TO_F CHRISTIiNE LZMERT BARROWS ASSISTANT COUNTY ATTORNEY vs DATE: 11147 nz r9 N O C\J f �. w Cl- CL L" N iz<c w —t O Amendment 2—WSP USA.Inc.SLR Design Project November 20,2019 Packet Pg. 111 • C.3.a ATTACHMENT A 0 CL CL 0 N 0 CL Packet Pg. 112 C.3.a Sea Level Rise Pilot Project Design Project No. 193618A October 31,2019 CJ N Debra London,CPPB,FCCM,MBA Engineering Department—Project Manager Monroe County Murray Nelson Bldg. CL 102050 Overseas Hwy,Suite 229 Key Largo,FL 33037 CL Subject: Sea Level Rise(SLR)Pilot Design Project NPS Permitting Additional Services Dear Ms.London, As the County is aware,a portion of Shaw Drive,located in the project of the subject,is sitting within National Park Services(NPS)premises.Due to this condition,South Florida Water Management District(SFWMD)has indicated that for construction approval,the NPS must sign the application in conjunction with the County.Thus,multiple efforts have been required from WSP's team to research,determine conditions and requirements,and proposed a plan to address this issue.Although permitting services is included in our contract's scope of work,the NPS was not part of the anticipated permit agencies. 0. 0. Additionally,during a meeting held with NPS on 09/25/19,it was requested by the federal agency to provide a Phase 1 Archeological Survey,along the area where the existing road will face reconstruction and a new retaining wall. Per your request,herein I am sending you a detailed scope of the effort provided thus far and an estimation of what is required from W SP's team to complete the NPS permit.Please,keep in mind,this estimation assumes that the Phase 1 Archeological Survey will yield no results that may impede the continuation of the design and that the Survey report shall be available no later than 6 weeks after the Survey's commencement. WSP will continue: - Serving as main coordinator and manager of the project with the County,NPS and stakeholders 0 - Attending meetings with NPS and preparing minutes of meetings L - Preparing and providing required documents,plans,files,etc.,as requested by NPS,in accordance with the Work Plan for Shaw Drive NPS Special Use Permit,prepared by NPS(attached). WSP USA Suite 300 7650 Corporate Center Drive Miami,FL 33126 Tel.:+1 305 514-3100 Fax:+1 305 261-5735 WSP.com Packet Pg. 113 C.3.a This effort does not include any field work,NEPA document preparation or processing,or assisting with a land swap,for WSP or its team. U Attached you will find the scope and fee of Cummins Cederberg,Bermello&Ajamil,Erin Deady,members of the team contributing on this effort. Table 1 below contains the total estimated cost for this task.Per your request,a breakdown is provided of the hours employed to date,and an estimation of the effort required from W SP's team to complete NPS approval. For the Phase 1 Archeological Services,WSP contacted SKS Engineering.A locally known firm with experience in this area.Attached you will see their scope and fee,as well. — CL Table 1. Summary of Cost CL Monroe Co-SLR Design Project-NIPS Permit Estimated effort to complete Consultant I Used hrl Estimated Hrl Total I App'd Rate Cost WSP(Prof.Manager) 23 8 31 $ 157.77 $ 4,890.87 WSP(Prof.Engineer) 10 12 22 $ 91.78 $ 2,019.16 Sub-total WSP $ 6,910.03 WSP Subconsultants Erin Deady 7 7 $ 128.57 $ 900.00 Cummings Cederberg 20.5 20 40.5 Varies $ 4,549.60 Bermello&Ajamil 16 16 32 $ 175.00 $ 5,600.00 > 2 Sub-total WSP Subconsultants $11,049.60 Archeological Services N SKS Engineering $ 2,792.14 Total $20,751.77 We will be more than glad to continue with this task,to help move the project forward and to a prompt completion. Please,do not hesitate to contact me,should you have any question. 0 Sincerely, CL Andres Cardona,PE Supervising Engineer AC cc:Cecilia Martenssonjile Page 2 Packet Pg. 114 U6ISGa 40M UIS dSM 04 t,4UOWPUOWV 10 I n®add ) SWOLUPUOLUB £ PUB 43 4 ®a :4 8ua 3 44 LO R T- Cl? r V CL a m a a C g a mr �s cu v o M ' M r. ° :: c� L � E a c i C7 r, LA aj E 13 j a '� " oQja o cL c v a a Rzr a v m ca V a a _ ci U C, CL zs €s u i7 c cr ad q W , c Cc M , w `n I env E a - - � +,. aj e is Ls (u a a s a ° M a , w vp va ' m w u ua a +-i �' [J ur w. t7 1. un < Cl a 75 su v ue 12 �a a rn ", rrro; Gi T cn cf 0 00 00 p C7 G7 "'s Q Cy r„A C 4,F eU y, ,� U m "b5 4.1 C tmJ e4 93 w C v ;!� ar as :' as CYJ +° +� ;°. Ck ar c 7 � v5 u'v a tr - m - In ti a c as a =� cy ua a w as as c5 41 asZ5 v m 27 y ro v a V F- O a>•. ,-. za a its ai w - 9 Z �. cu u " aaa t Eb a .G .� % sy 0- us _- rv. � 'n `� ;c <ll z 5.+5 a cs us E w a _p a "3 c v a CL st s= n7 C w -- t E o 'E7 C t/} < G ity u V N; aJ rLn u R m CL RS 17 OJ rye C i17 i c 6 E 0 i7 u m ns a v a cn ea v a c a co ui c❑ d o Q up.. as e ro w u00 m °- >- L ' a ' w U. a� �' a a ;� u y 04 4t c a u u e a E r a a �a C s as cs d ar ca c a w 'w sis u a a fto a t4 = M n m e c a 4 a c €x, v u ° a G IX as u a Z) T a3 a 0 0 E is ar c e o a � a eu o -- M- u 3 an _ sea a. w v u u z 0 CL CL rg p t� eY'a et to tiJ �'- U6ISGa 40M UIS dSM 04 t,4UOWPUOWV 10 I n®add ) SWOLUPUOLUB £ PUB 43 4 ®a :4 8ua 3 44 Cl? r V CL _ m s to IL c 0 ao 0 a "I a c w 0 u a CL E LA E u r6 o z is 2 m to rCL m C` rti cCL 0 m c u z C is u E 0 4:, 0 cID uv) -0 V a a+ c c m v u j Q, c c c C CL z a td5 es.. C, 0 a= w 06 ecs 4! G c u m f CJ C CL LnCL pa u y l7 u 4 c Ed E an c a C < Q CL o 0 CL z I5 w 'E C 41 8,t C 12 � � � � uti ❑ w 12 i11 C u cc E C LA 0 w � * CL C3 us 'C7 LL C7 "" cL d w .Y 0 • C.3.a ERIN L.. DEADY, P.A. � 54%z SE 6`h Avenue Delray Beach, FL 33483 www.erindeadylaw.com October 29, 2019 U Andres Cardona, PE WSP USA v, 7650 Corporate Center Drive Suite 300 0 Miami, Florida 33126 CL Dear Andres: CL Pursuant to-your request, please find the following information regarding the scope and fees for the Monroe County Pilot Roads project: Itemized hours and description of time incurred to date, Proposed scope of items and an estimated not to exceed fee to finalize the work with the 0) National Park Service. Time/Description to Date: 0 Date Time Description September 10, 2019 1.0 Attend initial project update call to gain understanding of project and NPS issues W September 16, 2019 .5 call with Gina Chiello at the request of WSP to gain understanding of NPS issues and discussion to date including permitting process September 20, 2019 4.0 Pre-Meeting Strategy call regarding NPS process and issues; Research and summarize relevant NEPA requirements and Categorical Exceptions and forward same to team September 25, 2019 1.5 Prepare and attend call with National Park Service on permitting approach; Compile minutes and forward to A. Cardona CL Total Hours Incurred 7.0 Total billed for these tasks/hours: $900.00. This time was not included within the existing scope. Packet Pg. 117 • C.3.a I look forward to working together. Please do not hesitate to contact me with any further questions. Thank you. Sincerely, 0 Erin L. Deady, President Erin L. Deady, P.A. CL CL 0 2 N r9 0 CL Packet Pg. 118 • C.3.a Coastal&Marine Engineering October 30, 2019 60700 WSP USA Andres Cardona, P.E. 7650 Corporate Center Drive, Suite 300 c c, Miami, FL 33126 Sent via email: andres.cardona@wsp.com . 0 CL Re: ENVIRONMENTAL CONSULTING SERVICES RELATIVE TO THE NATIONAL PARK SERVICE PERMITTING EFFORTS FOR THE PROPOSED SEA LEVEL RISE ROADWAY AND DRAINAGE CL PROJECT LOCATED AT THE TWIN LAKES COMMUNITY,KEY LARGO,MONROE COUNTY, FLORIDA 0 Dear Mr. Cardona: In March 2019, following the wetland delineation performed by Cummins Cederberg, it was discovered that the County's Right-of-Way boundary crossed into lands owned by the National Park Service (NPS) conveyed by deed OR2467/pG747 from The Nature Conservancy (TNC) to NPS on May 25, 2010. As such, additional services have been performed, and will be required moving forward, outside of our contracted scope of services. > From March 18, 2019, through September 30, 2019, the following additional tasks were performed. ■ Coordination with Project team regarding the discovery of the ROW line issue. ■ Deed/ownership research and review. ■ Historical permitting and aerial review of the Project site. ■ Project team updates; coordination with Erin Deady; and calls, emails and meetings with NPS to review scope, history and discuss next steps. Moving forward, it is anticipated that the following additional tasks will be performed,as specified in the "Work Plan for Shaw Drive NPS Special Use Permit and SFWMD Permit," dated October 18, 2019. CL ■ Assist NPS with biological assessment for Endangered Species Act(ESA) Section 7 Consultation (anticipated to take 30—40 days). Scope does not include field work. ■ Assist NPS with effects of project on wetlands and floodplains, vegetation, wildlife in accordance with NPS policy. Scope does not include field work and assumes that no wetlands will be impacted by project activities and Sec 404 permit will.not be needed. Cummins I Cederberg - Miami•Ft.Lauderdale•Jupiter•Tallahassee Phone:+1 305 741 6155•Fax:+1 305 974 1969 info@CumminsCederberg.com•www.CumminsCederberg.com Packet Pg. 119 WSP USA 76100 October 30,2019 Page 2 of 2 The fee for this scope of services is based on approximately 40.5 hours per our contracted negotiated rates which is $118.75 for a Senior Project Manager and $81.64 for a Marine Scientist. From March 18,2019 through September 30,2019, 13.5 hours have been billed for a Senior Project Manager and 7 hours have been billed for a Marine Scientist, towards this additional effort, totaling, $2,174.61. From October 1, 2019 through Project completion, it is anticipated that an c additional 20 hours for a Senior Project Manager at a rate of is $118.75 will be billed, totaling $2,375.00.Please refer to Table 1 for a summary of fees.This scope of services does not include field work,NEPA document preparation or processing, or assisting with a land exchange. CL Table 1. Summary of Fees Hours Hourly Hours anticipatedCL Time Period Title Rate Hours Fees Previously to be Performed performed March 18,2019 Senior Project —September 30, Manager $118.75 13.5 $1,603.12 X 2019 March 18,2019 —September 30, Marine $81.64 7 $571.48 X 2019 Scientist c October 1,2019 —Project Senior Project $118.75 20 $2,375 X 0. 0. Completion Manager Total fees for additional services included in this SOW-$4,549.60 Sincerely, CUMMINS CEDERBERG,INC. Gina Chiello Senior Project Manager CL Cummins I Cederberg 7550 Red Road,Suite 217•South Miami,Florida 33143 Phone:+1 305 741 6155•Fax:+1 305 974 1969 info@CumminsCederberg.com•www.CumminsCederberg.com Packet Pg. 120 • C.3.a ARCHITECTURE ENGINEERING PLANNING EJ/B'erj7110 Ajamil&Partners LANDSCAPE ARCHITECTURE INTERIOR DESIGN CONSTRUCTION SERVICES SCOPE OF SERVICES ADDITIONAL SERVICES TO COORDINATE WITH NPS MONROE COUNTY—Twin Lakes OCTOBER 21, 2019 c I. BACKGROUND In a pre-application meeting with the SFWMD on March 13, 2019, while reviewing the survey and preliminary design for the Twin Lakes project in Monroe County, it was determined that there was an encroachment into National Park Service (NPS) property that was deed in 2003. As such, it will be required that the Application for Individual and Conceptual Approval Environmental Resource Permit and Authorization to Use State-Owned Submerged Lands be signed and submitted by Monroe County C and NPS as a co-applicant. II. SCOPE OF WORK O The Scope of Work for additional services completed to date and estimated to complete the environmental permits include: 1) Pre-application meeting with SFWMD to review and comment on the design drawings on Shaw Drive and evaluate any impacts on the project. N 2) Research the extent of NPS involvement and contact NPS staff to inform on the project, E deed ownership research and review; historical permitting. 3) Attend teleconference and internal meetings with NPS staff and team members to review project scope and follow up on action plan proposed. 4) Prepare and finalize SFWMD final application for NPS approval and signature. Address and respond requests for additional information, as necessary. O III. SERVICE FEES BA estimated hours for this change order in support of WPS and Monroe County to coordinate with NPS is 40 man-hours for a Sr. Engineer at the negotiated rates of$175 for a total amount of$7,000. This fee does not include any field work, NEPA document preparation or processing, or assisting with a land swap. Any additional services for this scope will be quoted separately www.bermelloajamit.com 900 Southeast 3rd Avenue•Suite 203^Ft.Lauderdale,Florida 33316 USA,(phone)+1954.467.1113 Packet Pg. 121 • C.3.a Page 2of2 Table 1. Summary of Fees Hours Hours Hourly anticipated to N Time Period Title Rate Hours Previously be Performed performed Worked completed CL to date Sr. Engineer $175 16 $2,800 —September 30, CL 2019 October 1, 2019 Sr, Engineer —Project $175 16 $2,800 Completion Total fees for additional services included in this SOW-$5,600 0 0 N r9 0 CL www.bermelloajamil.com Packet Pg. 122 • C.3.a 0 SKS ENGINEERING & PLANNING, INC. Environmental. Coastal, &Civil Engineering A October 4,2019 0 Archaeological Monitoring: Scope of Work Project Name:Shaw Drive SLR Project Location:Key Largo, Monroe County,FL CL INTRODUCTION CL Monroe County is proposing modifications to Shaw Drive in Key Largo to address periodic flooding due to sea level rise. A component of this initiative includes milling and resurfacing as well as raising the o 0 existing roadway in low laying sections and construction of an injection well system. During the design phase, it was determined that the westernmost portion of the existing roadway is located within m property belonging to the National Park Service(NPS). The National Park Service has requested that a Phase 1 Archaeological Survey be performed in the portion of the project area falling within NPS m jurisdiction. 0 Archaeological field work,analysis of any cultural material recovered,and report preparations will be performed by Rob Stewart,a Secretary of Interior(SOI) qualified archaeologist.The monitoring and all excavations shall follow standard archaeological practice and the level of description and documentation in the report submitted to NPS and Monroe County for review shall be consistent with N The Secretary of the Interior's Standards and Guidelines for Archaeological Documentation. PROJECT DESCRIPTION r9 The goal of the Phase 1 survey will be to identify evidence of historic and/or prehistoric human/cultural activities that may exist within the project.The Area of Potential Effects (APE)will be within the approximately 1 meter wide(3 foot) roadway shoulder for the 292 meters(960 feet) between Sta. 24+92 and Sta.34+53.82 as depicted in project contract plans.This area represents all NPS land potentially impacted during the proposed project. CL San Francisco Area South Florida Area 180 Southampton Ave 121 Jolly Roger Drive Berkeley,CA 94707 Key Largo, FL 33037 510-525-4900 954-868-6065 Page 1 of 6 Packet Pg. 123 • C.3.a 0 SKS ENGINEERING & PLANNING, INC. Environmentol, Coostol, &Civil Engineering BACKGROUND REVIEW 0 Field investigations will be preceded by identification of previous archaeological work in the general vicinity by a variety of means including consultation with the Florida Master Site File maintained by the Florida Division of Historic Resources as well as the National Park Service and John Pennekamp State Park, located adjacent to the project area. Predictive modeling will be based on a review of relevant data on topography,geology, botany and CL other related disciplines. Topographic provided by U.S.Geological Society(USGS) and Soil maps provided by the U.S. Fish and Wildlife Service(USFWS), U.S. Department of Agriculture(USDA), and CL South Florida Water Management District have been obtained for review. 0 FIELD METHODOLOGY Field investigations will begin with a visual/pedestrian survey to identify any potential material or features that maybe present,or which may warrant additional investigation. Following this examination,shovel testing will be performed nominally, but at a minimum of, 25 meter(75 foot) intervals for the entire—1 meter(3 foot)corridor between Shaw Dr. and adjacent wetlands.. Where possible,all excavated material will be screened through%" hardware cloth.Shovel tests will extend 1 meter(3 feet)or until bedrock or impenetrable strata. Preliminary field investigations have determined the soil matrix in this location consists of Key Largo muck and limestone,which is periodically inundated by high tides. These existing field conditions will likely require some modification to traditional screening methods and material may be troweled and visually inspected. m In addition to the single transect testing,judgmental shovel tests will be performed in any locations deemed likely to contain cultural material. Likewise,additional testing will occur to determine site boundaries in the event of a positive test unit. 0 CL San Francisco Area South Florida Area 180 Southampton Ave 121 Jolly Roger Drive Berkeley,CA 94707 Key Largo, FL 33037 510-525-4900 954-868-6065 Page 2 of 6 Packet Pg. 124 • C.3.a A., . KS ENGINEERING & PLANNING, INC. Environmental, Coastal, Civil Engineering REPORTING �- 0 At a minimum,the Phase 1 report shall include the following in accordance with professional standards: * Description of the study area; * Relevant historical documentation/background research; * The research design; * The field studies as actually implemented, including any deviation from the research design and CL the reason for the changes; 0 * All field observations; * Analyses and results, illustrated as appropriate with tables, charts,and graphs; * Evaluation of the investigation in terms of the goals and objectives of the investigation, including discussion of how well the needs dictated by the planning process were served; * Recommendations for updating the relevant historic contexts and planning goals and priorities, and generation of new or revised information needs; 2 * Reference to related on-going or proposed treatment activities,such as structural documentation,stabilization,etc.;and �- N * Information on the location of original data in the form of field notes, photographs,and other materials. CONTRACTOR SERVICES AND REQUIRED INVESTIGATIONS A. General Services: The archaeology contractor will provide all labor, materials, equipment,transportation, management, etc.to support the Phase 1 archaeological survey effort associated with the project. 0 CL San Francisco Area South Florida Area 180 Southampton Ave 121 Jolly Roger Drive Berkeley,CA 94707 Key Largo,FL 33037 510-525-4900 954-868-6065 Page 3 of 6 Packet Pg. 125 • C.3.a At KS ENGINEERING & PLANNING, INC.Environmentol, Coostol, &Civil Engineering B. County/NPS/CEI Support: 0 The CEI shall support the archaeological survey requirements by providing access to the site,design plans and surveys. Points of Contact will be provided in the event NPS needs to be notified of discoveries. CL C. Field Investigations: CL Discoveries shall be documented by note taking and through daily diaries and stratigraphic level/layer forms (if applicable);annotated photographic documentation;scaled plan view maps and profile drawings (soil types in layers shall be described and their colors noted using Munsell color chips and representative photographs shall betaken)and sample profiles shall be drawn in the event that no significant deposits are found to document the nature of the deposits.All photographs are to be. captioned and will contain directional information and a scale(when appropriate). 0 D. Laboratory Analysis: 2 If any artifacts are collected as a result of the archaeological survey,they shall be catalogued, labeled, and described in the report.An inventory table of artifacts shall be included in an appendix of the report. Faunal materials shall be analyzed to the nearest taxonomic-level to species as possible. E. Action Taken by Contractor Upon Any Significant Finds: In the event that potentially significant archaeological deposits or features are discovered the archaeologist shall stop work in the immediate area of the discovery and contact NPS for consultation. F. Actions to be Taken in the Event of Discovery of Human Remains: o CL In the event a human burial is encountered all work shall stop and the archaeologist shall consult with SHPO/NPS and the county coroner/medical examiner, local law enforcement.The coroner and local law enforcement will make the official ruling on the nature of the remains, being either forensic or archaeological.A decision concerning avoidance or hand excavation of the burial and final disposition of the remains shall be made by consulting parties in coordination with the SHPO/NPS. San Francisco Area South Florida Area 180 Southampton Ave 121 Jolly Roger Drive Berkeley,CA 94707 Key Largo, FL 33037 510-525-4900 954-868-6065 Page 4 of 6 Packet Pg. 126 J O SIBS ENGINEERING & PLANNING, INC. Environmental, Coastal, &Civil Engineering w G. Data Analysis and Final Storage of Any Artifacts: 0 The archaeologist shall temporarily store all artifacts,faunal material, human remains and soil samples in order to perform analysis.At the conclusion of the project and upon submission of the archaeological final report and approval by NPS/Monroe County, all materials shall be transferred to the party specified by NPS. CL H. Reports: CL The archaeologist shall provide NPS and Monroe County with a report describing the work conducted within 30 days after the completion of the project field work for comments and review.The report will o be consistent with the Secretary of the Interior's Standards and Guidelines for Archaeological Documentation (http://www.nps.gov/history/local-law/arch_stnds_7.htm) and National Park Service publication,The Archaeological Survey: Methods and Uses (1978) I. Additional Considerations: o The project area is periodically inundated with up to 30 cm (1 foot)of water during periods of seasonally high or"King"tides (hence the need for the project). Scheduling of field work will be dependent,on conditions being dry enough to perform shovel testing and is beyond the control of the archaeologist. N Every effort will made to perform the work as soon as site conditions allow. r9 0 CL San Francisco Area South Florida Area 180 Southampton Ave 121 Jolly Roger Drive Berkeley,CA 94707 Key Largo, FL 33037 510-525-4900 954-868-6065 Page 5 of 6 Packet Pg. 127 At IBS ENGINEERING & PLANNING, INC. Environmentol, Coostol, &Civil Engineering 0 CJ N COST PROPOSAL CL Prepratory work: Plan review, coordination with CEI, Utility Locates, Florida Master Site File search and background research. 4 Hours CL Field Work: 14 Hours Report preparation (Including any artifact analysis): 8 Hours o 0 Total: 26 Hours @$107.39/hour:$2,792.14 Any requested meetings or additional services required beyond the Phase 1 survey and reporting as described above will be billed hourly after receiving written authorization by the CEI to proceed. 2 N r9 0 CL San Francisco Area South Florida Area 180 Southampton Ave 121 Jolly Roger Drive Berkeley,CA 94707 Key Largo, FL 33037 510-525-4900 954-868-6065 Page 6 of 6 Packet Pg. 128 • C.3.a DATE(MMIDDIYYYY), ACCORD CERTIFICATE OF LIABILITY INSURANCE 9116/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of+the policy,certain policies may require an endorsemenL A statement on . this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). j PRODUCER rciareTAcr AJG Service Team Arthur J.Gallagher Risk Management Services, Inc, PHONE FAx 250 Park Avenue,5th Floor •212-994-7100 C.No)-212-994-7047 O New York NY 10177 E 11AIl GGB,WSPUS.CERTREQUESTS AJG.COM CJ MiUltrmtsi AFFORDING COVERAGE NAIC9 CD INSURER A.Liberty Insurance Corporation 42404 N INSURED wsPGLCMI INSURERB:Zurich American Insurance'Company 16535 WSP USA Inc, One Penn Plaza INSURERC: New York,NY 10119 INSURER D: 0 EL INSURER E INSURER F: - COVERAGES CERTIFICATE NUMBER:967571844 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT-WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN,REDUCED BY PAID CLAIMS. O INSR - - DOL SUBR - - POLICY EFF POLICY EXP- -- -LTA TYPE OF INSURANCE POLICY NUMBER MM,'OD, M,'Tt LIMITS a X COMMERCIAL GENERALLIABILITY Y GLO9835BI906 411t2019 4/1/2020 EACHOCCURRENCE S2,000,000 CLAIMS-MADE a OCCUR 5300,000 MED EX Any,on!p222,j_ S 5,000 PERSONAL 6 ADVINJURY 52:000,00D r GENL AGGREGATE LIMIT APPLIES PER; GENERAL AGGREGATE S 5,000,OOD X POLICY PRO LOG PRODUCTS-COMP10PAGO S2.000,000 PRO- OTHER. $ O A AUTOMOBILE LIABILITY Y AS7621094DS0039 41112019 41V2020 rOMBIN D ING E EIRT S2,000,000to X ANY AUTO BODILY INJURY(Per perow) 5 OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED t1 PROPERTY DAMAGE AUTOS ONLY v AUTOS ONLY - 4 EN9 Nl• UMBRELLALJAB OCCUR EACH OCCURRENCE S EXCESS LIA9 CLAIMS-MADE ...r AGGREGATE S DED RETENTIONS A WORKERS COMPENSATION t WA7620094060019(AOS) 411121119 4111202/ X PER ru OTH AND EMPLOYERS'UABILITY ANYPROPRIETORIPARTNERIEXECUTIVE Y� NIA E.L. ACCIDENT $2,000.000 E OFFICERIMEMBER EXCLUDED9 (Mandatory In NH) E!,DISEASE-EA EMPLOYEE.,$2,000,000 to II yyes,desrnbe under - -- 0 Iles. OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 2.000,000 to £ U d 00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule„maybe attached 11 more apace Is requlradl THIRTY(30)DAYS NOTICE OF CANCELLATION. O RE:Project*-193618;Project Description-Engineering Design and Permitting for Sea Level Rise Roadway and Drainage Pilot Project U Monroe County BOCC is named as Additional Insured as respects General Liability and Auto Liability policies,pursuant to and subject to the policy s terms, CIL definitions,conditions and exclusions, CERTIFICATE HOLDER CANCELLATION O SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ¢ ACCORDANCE WITH THE POLICY PROVISIONS, Monroe County BOCC 1100 Simonton Street AUTHORIZED REPRESENTATIVE Key West FL 33040 ©1988.2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD THIS CERTIFICATE SUPERSEDES-PREVIOUSLY ISSUED CERTIFICATE Packet Pg. 129 • C.3.a AC R® CERTIFICATE OF LIABILITY INSURANCE r (MMIDDIYYYY)ATE `� 10/31/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL,INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: AJG Service Team Arthur J. Gallagher Risk Management Services, Inc. PHONN :212-981-2485 ac No):212-994-7074 250 Park Avenue,5th Floor New York NY 10177 ADDRESS: GGB.WSPUS.CertRe uests a' .com 0 INSURERS AFFORDING COVERAGE NAIC# (, INSURER A:QBE Specialty Insurance Company 11515 0 INSURED WSPGLOB-01 INSURER B: WSP USA Inc. y One Penn Plaza INSURERC: New York, NY 10119 INSURERD: INSURER E: CL INSURER F COVERAGES CERTIFICATE NUMBER:757862328 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CL CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDTYPE OF INSURANCE INSD WVDSUBR POLICY NUMBER POLICY LTR MMIDD/YYYY MM DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE-TO-RENTED CLAIMS-MADE 7 OCCUR PREMISES Ea occurrence $ -- MED-EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO ❑ LOG JECT PRODUCTS-COMP/OP AGG $ OTHER: $ 0 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident t8 ANY AUTO - - BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ , AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY - Per accident - $ w N UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTIONS $ WORKERS COMPENSATION SEA UTE �RH AND EMPLOYERS'LIABILITY Y� ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Professional Liability QPL0022630 11/1/2019 10/31/2020 Per Claim/Aggregate $1,000,000 (13 CLAIMS-MADE U DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) THIRTY(30)DAYS NOTICE OF CANCELLATION U RE:Project#-193618;Project Description-Engineer n R ermitting for Sea Level Rise Roadway and Drainage Pilot ProjectCL BY D E _1VT DATE I WAIVER N/ -- 0 0 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE .DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Monroe County BOCC 1100 Simonton Street Key West FL 33040 AUTHORIZED REPRESENTATIVE I r ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Packet Pg. 130 C.3.a AMENDMENT 1 TO THE CONTRACT FOR ENGINEERING DESIGN AND PERMITTING BETWEEN MONROE COUNTY BOCC AND WSP USA, Inc. FOR THE SEA LEVEL RISE ROADWAY AND DRAINAGE PILOT PROJECT(KEY LARGO AND BIG PINE KEY) THIS AMENDMENT 1 to the CONTRACT is entered into this 16th day of October 2019, between Monroe County,whose address is 1100 Simonton Street, Room 2-216 Key West, Florida 33040, hereafter the"COUNTY"and WSP USA, Inc., a Corporation of the State of New York, whose address is 7650 Corporate Center Drive, Suite 300, Miami, FL 33126, hereafter referred to as "CONSULTANT". WHEREAS, on the 20th day of November 2018, the parties executed a contract authorizing the Consultant to perform Professional Services for the Engineering Design and Permitting Services for the Sea Level Rise Roadway and cc Drainage Pilot Project,for an estimated not to exceed amount of$517,518.04; and WHEREAS,the County requires additional topographic and boundary surveying services for utilization of the lot o purchased by the County to be used for pump station infrastructure; RE Number 00302870-000000, Avenue C and Father Tony Way, Big Pine Key; CL WHEREAS, WSP USA, Inc. is providing this service through a subconsultant Longitude Surveyors through Amendment 1 to the Agreement with Monroe County; and NOW THEREFORE, in consideration of the mutual promises contained herein, the COUNTY and CONSULTANT agree to amend Article VI 1,.Compensation, Paragraph 7.1.1 of the contract, as follows: Add subconsultant survey scope as defined in"Attachment A"for the Lump Sum Amount of$7,500.00 Previous Contract Amount $517,518.04 Original Survey Scope provided by Longitude Surveyors $54,000.00 Additional Survey Scope provided by Longitude Surveyors $ 7,500.00 Total Revised Longitude Surveyors Amount $61,500.00 Total Revised Contract Amount $525,018.04 0 In all other respects,the Contract approved at the September 19, 2018, BOCC meeting remains in full force and effect. N In WITNESS WHEREOF,each party hereto has caused this contract to be executed by its duly authorized representative. BOARD OF COUNTY COMMISSIONERS OF WSP USA, I MONROE COUNTY, FLORIDA Consult r9 o � Bv BY: o ,`= s t 0 r a 9 , sypr rman TITLE:�K l � sue .+ CL Vui � � a The foregoing instrument was acknowle ec before le JER r 9 9 §(T . tt : 1 DOK, lerk t 's /if day of 2019, by- s . Who is rWpersoniihy known to me or wTio ( ).Pro ed ' •o-� Clerk drive license as identification. OTARY IC, STATE OF FLORIDA MONROE COUNTY ATTORNEY O FRM o:► G� S sinned name of notary J APP AST Notary Public•State of Florida a€ Commission dGG 350620arn dment i —WSP USA,Inc.SLR Design Project CHRISTM LIMBERT-BARROWS -?ov rt°`' My Comm.Expires Sep i,2R3 October 16,2019 ASSISTANT COUNTY ATTO EY Bonded through National Notary Assn. DATE'- C��o I I Packet Pg. 131 C.3.a ATTACHMENT A 0 CL 0 N 0 CL Packet Pg. 132 LONG ITUDESURVEYORS Friday,September 27,2019 VIA EMAIL:andres.cardona@wsp.com Big Pine-Fathers Way and D Avenue Andres Cardona,PE Supervising Engineer WSP 7650 Corporate Center Drive,Suite 300 Miami,FL 33126 U (305) 514-3176 RE: Topographical and Boundary Surveying services for locating a proposed Pump Station in Big Pine Key a CJ Dear Mr.Cardona, Pursuant to your request regarding Surveying services fees for the above-referenced project,Longitude Surveyors(LS) has used the attached Exhibit A provided by WSP,to define Scope of Work,deliverables and time schedule.LS is pleased to submit the following proposal for your considerationCL = A. Scope of Work(SOW): Longitude Surveyors will perform Topographic and Boundary Surveying services to include the following: CL LS will establish horizontal and vertical control.Horizontal control will be georeferenced to the State Plane Coordinate System a (Florida East Zone NAD 83/2011).Vertical control will be referenced to NAVD 1988 Datum,unless otherwise specified by Client prior to Notice to Proceed (NTP) • LS will do the necessary due diligence/record research on existing monuments and surveying records to establish the boundary and right-of-way limits for the subject project,within the area outlined on the attached Exhibit A • LS will collect all above-ground improvements within the Survey limits such as,but not limited to:electric infrastructure(poles, street lighting,power and telecommunication poles and/or cabinets,etc.),sidewalks,walkways,fencing,signs,lights,any above-ground utilities,fire hydrants,valves,edge of pavement. • Longitude will locate all trees with a 3-inch diameter trunk or larger. Vegetation lines shall also be located. • LS will provide a graphical baseline within project limits,continuous of the original Big Pine BL prepared previously by LS. • LS will label the ground material(asphalt,sod,concrete,etc.) on the Survey. > a • LS will collect elevations equivalent to a 50-foot grid,within Survey limits • LS will extract and edit a DTM within the Survey limits • LS will provide the following for all drainage structures and sanitary sewer manholes:rim elevations,invert elevations,Invert '✓ direction,size,and bottom of structure elevations,provided the structures are clear of debris. • LS will locate existing driveways within the limits of the Survey and identify type of driveway pavement(i.e.asphalt,concrete, pavers,etc. B. Survey limits: The area delineated in red on Exhibit A as per attached. C. Deliverables: LS will provide Survey in AutoCAD Version 2018 and pdf of plan sheets.If CADD files are needed in a different version,Client must indicate/notify LS in writing before the Kick-Off Meeting or Notice to Proceed(NTP). Format,sheet size and scale of drawings will also be defined at Kick-Off Meeting.Change of scale after NTP are not considered as part of this SOW (Scope of Work) and will be charged a separate fee if additional work is required. LS will also provide a certified signed and sealed hard a copy of the Survey. U CL D. Fee: The professional fee to complete this task shall be a lump sum of $7,500.00. Please note the area of Survey where pump station is to be located is assumed to be clear of hurricane debris and it is readily available to be Surveyed.(No budget has been estimated for clearing the area). E. Schedule: Longitude has estimated (13) business days to complete this task.NTP is considered effective on the fifth (5th) business day after signing/approving this Proposal. See attached Work Breakdown Structure(Schedule of Work). LONGITUDE SURVEYORS 7769 NW 48th Street Suite 375• Doral, FL 33166 • Ph:305.463.0912• Fax:3 Packet Pg. 133 PAGE LONG ITUDESURVEYORS I understand and agree by signing below"I APPROVE AND ACCEPT"this proposal as a legal binding contract. By: Date: (Authorized Signature) 0 Title: (Typed or printed name) CL On behalf of the firm, I thank you for the opportunity to submit this Proposal.We look forward to utilizing our best professional efforts on your behalf on this very important project. CL 0 Respectfully Yours, �- Pedro Elias Gonzalez CEO/PSM 0 0 CL - r9 a a a LONGITUDE SURVEYORS 7769 NW 48th Street Suite 375 • Doral,*FL 33166• Ph:305.463.0912• Fax:305.513.5680 Packet Pg. 134 PAGEC.3.a c; L 0 N G V T U D E SURVEYORS Exhibit A 0 \t s 1)s tt» �\ � CI. - t (/j CL Al,� 3 t t , 1 ,}}-v!�� A,4,b, t i,..., d,, ,fir i t ,1,� l i• )U s:t., at(,. 3<,\� �r \t {_ � { t�i \ �) _�s �� , ,.� � k � ,1 � « �(\ !1£, aaY}1s' , � E )1) s b 5 k „� t1 t �t 7rk2 C r» C 2 f � _ w C 0 CL �. i nwwwmw�.azre 7 f, �" „ytv�4,,3 U D} ,A73 Packet Pg. 135 PAGE C•3.a' L LON G ITU DE SURVEYORS Schedule of Work L) Schedule of Work for TopoBraphk-Boundary Survey at Farthe€`s way and Acre D Big Trine(Monroe County T I M E iN a u 5 1 N E 5 S €P A Y S � ED task/RctEvity t 3 y ; 6 Y tl A LO it 92 U tt f*E�i� C;R14agt. 1 Wia -Kick a"M@@tka Re earth for Horiewt§r ar-d Verheal Cootroa Points t Sfsc ti<st � # k ht of Way aaiated Tasks Ifita.44&t}C'fice) w J ftCsearcir#rpr i'fafaerY+aJ uada;y In#arvataYGowv Lor,Aataorl of CxigYirsg MtmrnohlY dov the 9relt$ 7 ... _.�.,._.. '..M..,�.�. _....._ _.. C. alp orhent arw9l trexsanEsaYioar of f#oufodary B,AAI fnfo 3 Ftekf Wank _ V er€ucal(Sent t Barr)xf+offiwnlal Canarots Col l4xt i on.af,Aimee G round'..I m prows m easts 11 — J401fficce he€tion of ERrwaU m€s aarr a S0 amx -Pad"herncc lfettion of t§s'rti and iftwhrr olew.ehom ¢' fleclion of i!314rOaf eous featwes/improwments I Work. lata Isro€�ss4at=taste Beducra,vn OAJQC _ ' w. ...... :....�_... ..... ....��... C .,� ...._ �rdfYrry�+°C1r�w� SirSdiW'd5Flfn;law`Ni'an�rf¢3f �� t5raftirs U ne work JSYrdavC,.-s CcYfP 51�s,Psvr at4Marks C YSTNI Cxuaction and EdwjngEdiungI a Sagmog am Sealing _.t f Nutt, > arwi;l:f dffort in hours-rs gvieraaly legs than ramratlori of sack Feu ex.arnoare.9ro9cmt maisagcmeht g conuant during Eiv durauori of i#wr prolo"ct but lLvel of Effrm rR:es on4y a dallw iracaroa Q, N M 0 CL r'^ �. E t r L �.a�-i.C � r'�`"� �1.. �... isa74_ 1 .�J .,' ilr �:{r°� .I�1' :` �} _A?. �i) ... " : _. 1, v i`ai 5.. 1 �z Packet Pg. 136 C.3.a ACORD® DATE(MMIDONYYY) ��. CERTIFICATE OF LIABILITY INSURANCE 911612019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT_S UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements). PRODUCER ICIMN ACT AJG Service Team Arthur J,Gallagher Risk Management Services,Inc. .NAPHONE fAX 250 Park Avenue,5th Floor •212-981-2485 c e;212-994-7074 New York NY 10177 AOI)R1 ess, GGB:WSPUS.CertRe uests a .Com INSURERS AFFORDING COVERAGE NAIC N INSURER A:QSE Specialty Insurance Company 11515 INSURED WSPOLOB41 .N WSP USA Inc. 1 SURER e One Penn Plaza INSURERC:.. ,. New York,NY 10119 INSURERD: _ INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:1670699844 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD CL INDICATED. NOTWITHSTANDING ANY REQUIREMENT;TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . 0 INSR �Wd[r UBR � � POUCY EFF ' POLICY EXP _ ¢` L TYPEOFIN9URANCE IIIh9D?%& POLICY NUMBER a..JOD, M.:IDDU, LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE IS t CLAIMS-MADE OCCUR P(;S s (Ro gminisn ol S MED EXP(An so one pern} I S IT-- PERSONAL BADV INJURY,S oy GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE S POLICY❑JECT LOC PRODUCTS-COMPIOPAGG 1 S OTHER: ..m. S: m._.�....,�..m.......... AUTOMOBILELLABILRY COMBINED SINGLE LIMIT S ANY AUTO o,s y�A BODILY INJURY(Per persom) I S OWNED -� SCHEDULED 0001LY INJURY(Per ocddynt} S AUTOS ONLY AUTOS � �- '.+ _ HIRED NON_OWNED - A9 PF;OPERTY DAMAGE S AUTOS ONLY AUTOS ONLY !N3>n13Jb`Nb'd1!3ESf 1 As 03AQ,,/ r: �-- S 0) UMBRELLALIAB OCCUR EACH OCCURRENCE s _ EXCESS UAS _ CLAIMS-MADE AGGREGATE - DED RETE_N7 S Ie S WORKERS COMPENSATION - - a PER I -' AND EMPLOYERS'UABRnY >... .ia .� OT - --Y�-x.�----�--- YIN O7Hr ANYPROPRIETORIPARTNEMEXECUTIVE E.L.EACH ACCIDENT S OFFICERIMFMBEREXCI.UDED7 NIA - - - . ' (Mandatory In NH) E.L.DISEASE•EA EMPLOYEE S If es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 'a A Professional Liability CIPL0022630 111112018 10l3112019 PerClaim/Aggragate $1,000,00D r_ CLAIMS-MADE U DESCRIPTION OF OPERATIONS!LOCATIONS f VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached it more apace is required) THIRTY(30)DAYS NOTICE OF CANCELLATION 0 RE:Project#-193618;Project Description-Engineering Design and Permitting for Sea Level Rise Roadway and Drainage Pilot Project CIL W.Ali CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, Monroe County BOCC 1100 Simonton Street AUTHORIZED REPRESENTATIVE Key West FL 33040 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD THIS CERTIFICATE SUPERSEDES PREVIOUSLY ISSUED CERTIFICATE Packet Pg. 137 . C.3.a _ 1 AGREEMENT FOR ENGINEERING DESIGN AND PERMITTING FOR SEA LEVEL RISE ROADWAY AND DRAINAGE PILOT PROJECT (KEY LARGO AND BIG PINE KEY) ThisA greement ("Agreement") made and entered into thisday of IUJCY, 0 20 by and between Monroe County, a political subdivision of the State of Florida, whose address is 1100 Simonton Street, Key West, Florida, 33040, its successors and N assigns, hereinafter referred to as "COUNTY," through the Monroe County Board of County Commissioners ("BOCC"), CL AND WSP USA, Inc., a Corporation of the State of New York, whose address is 7650 0. Corporate Center Drive, Suite 300, Miami, Florida 33126 its successors and assigns, hereinafter referred to as "CONSULTANT", WITNESSETH: WHEREAS, COUNTY desires to employ the professional services of CONSULTANT for engineering design and permitting services for the Sea Level Rise Roadwayand Drainage Pilot Project; and o 9 1 2 WHEREAS, CONSULTANT has agreed to provide professional services which shall include but not be limited to engineering design and permitting services for the Sea W Level Rise Roadway and Drainage Pilot Project, which services shall collectively be N referred to as the "Project'; NOW, THEREFORE, in consideration of the mutual promises, covenants and agreements stated herein, and for other good and valuable consideration, the sufficiency of which is hereby acknowledged, COUNTY and CONSULTANT agree as follows: FORM OF AGREEMENT ARTICLE 1 CL 1.1 REPRESENTATIONS AND WARRANTIES By executing this Agreement, CONSULTANT/CONSULTANT makes the following express representations and warranties to the COUNTY: 1.1.1 The CONSULTANT shall maintain all necessary licenses, permits or other authorizations necessary to' act as CONSULTANT for the Project until the CONSULTANT'S duties hereunder have been fully satisfied; -1- Packet Pg. 138 C.3.a 1.1.2 The CONSULTANT has become familiar with the Project site and the local conditions under which the Work is to be completed. 1.1.3 The CONSULTANT shall prepare all documentation required by this Agreement in such a manner that they shall be accurate, coordinated and adequate for use in verifying work completed and shall be in conformity and comply with all applicable law, codes and regulations. The CONSULTANT warrants that the documents prepared as a part of this Agreement will be adequate and sufficient to document costs in a manner that is acceptable for reimbursement by government agencies, c therefore eliminating any additional cost due to missing or incorrect information; 1.1.4 The CONSULTANT assumes full responsibility to the extent allowed by law with regards to his performance and those directly under his employ. 1.1.5 The CONSULTANT'S services shall be performed as expeditiously as is consistent with professional skill and care and the orderly progress of the Project. In providing all services pursuant to this agreement, the CONSULTANT shall abide by all statutes, ordinances, rules and regulations pertaining to, or regulating the provisions of such services, including those now in effect and hereinafter adopted. c 0 Any violation of said statutes, ordinances, rules and regulations shall constitute a material breach of this agreement and shall entitle the Board to terminate this contract immediately upon delivery of written notice of termination to the CONSULTANT. 1.1.6 At all times and for all purposes under this agreement the CONSULTANT is an ` independent CONSULTANT and not an employee of the Board of County Commissioners for Monroe County. No statement contained in this agreement shall be construed.so as to find the CONSULTANT or any of his/her employees, CONSULTANTs, servants, or agents to be employees of the Board of County W Commissioners for Monroe County. 1.1.7 The CONSULTANT shall not discriminate against,any person on the basis of race, E creed, color, national origin, sex, age, or any other characteristic or aspect which is not job related, in its recruiting, hiring, promoting, terminating, or any other area affecting employment under this agreement or with the provision of services or goods under this agreement. 1.1.8 The CONSULTANT shall complete the scope of services no later than 15 months (including 6 month permit phase) from Notice to Proceed. 0 ARTICLE II SCOPE OF BASIC SERVICES 2.1 DEFINITION CONSULTANT'S Scope of Basic Services consist of those described in Attachment A. The CONSULTANT shall commence work on the services provided for in this Agreement promptly upon his receipt of a written notice to proceed from the COUNTY. -2- Packet Pg. 139 C.3.a 2.2 CORRECTION OF ERRORS, OMISSIONS, DEFICIENCIES The CONSULTANT shall, without additional compensation, promptly correct any errors, omissions, deficiencies, or conflicts in the work product of the CONSULTANT or its subconsultants, or both. 2.3 NOTICE REQUIREMENT All written correspondence to the COUNTY shall be dated and signed by an authorized representative of the CONSULTANT. Any notice required or permitted under this agreement shall be in writing and hand delivered or mailed, postage pre-paid, to the COUNTY by certified mail, return receipt requested, to the following: a For the County: Ms. Judith Clarke, PE Director of Engineering Services Monroe County CL 1100 Simonton Street, Room 2-216 Key West, Florida 33040 And: Mr. Roman Gastesi, Jr. Monroe County Administrator 1100 Simonton Street, Room 2-205 Key West, Florida 33040 For the Consultant: c Mr. Ronald Colas, PE, SI WSP USA, Inc. 7650 Corporate Center Drive, Suite 300 Miami, Florida 33126 N ARTICLE III ADDITIONAL SERVICES 3.1 Additional services are services not included in the Scope of Basic Services. 2 Should the COUNTY require additional services they shall be paid for by the COUNTY at rates or fees negotiated at the time when services are required, but only if approved by the COUNTY before commencement. CL 3.2 If Additional Services are required the COUNTY shall issue a letter requesting and describing the requested services to the CONSULTANT. The CONSULTANT shall respond with a fee proposal to perform the requested services. Only after receiving an amendment to the Agreement and a notice to proceed from the COUNTY, shall the CONSULTANT proceed with the Additional Services. -3- Packet Pg. 140 C.3.a ARTICLE IV COUNTY'S RESPONSIBILITIES 4.1 The COUNTY shall provide full information regarding requirements for the Project including physical location of work, county maintained roads, maps. 4.2 The COUNTY shall designate a representative to act on the COUNTY's behalf with respect.to the Project. The COUNTY or its representative shall render decisions in a timely manner pertaining to documents submitted by the CONSULTANT in order to avoid unreasonable delay in the orderly and sequential progress of the CONSULTANT'S services. 4.3 Prompt written notice shall be given by the COUNTY and its representative to the 0. CONSULTANT if they become aware of any fault or defect in the Project or non- conformance with the Agreement Documents. Written notice shall be deemed to have been duly served if sent pursuant to paragraph 2.3. 0. 4.4 The COUNTY shall furnish the required information and services and shall render approvals and decisions as expeditiously as necessary for the orderly progress of the CONSULTANT'S services and work of the CONSULTANT. 4.5 The COUNTY's review of any documents prepared by the CONSULTANT or its subconsultants shall be solely for the purpose of determining whether such documents are generally consistent with the COUNTY's criteria, as, and if, modified. No review of such documents shall relieve the CONSULTANT of c responsibility for the accuracy, adequacy, fitness, suitability or coordination of its work product. 4.6 The COUNTY shall provide copies of necessary documents required to complete the work. 4.7 Any information that may be of assistance to the CONSULTANT that the COUNTY has immediate access to will be provided as requested. ARTICLE V INDEMNIFICATION AND HOLD HARMLESS 5.1 The CONSULTANT covenants and agrees to indemnify and hold harmless COUNTY/Monroe County and Monroe County Board of County Commissioners, its officers and employees from liabilities, damages, losses and costs, including but not limited to, reasonable attorneys' fees, to the extent caused by the negligence, recklessness, or intentional wrongful conduct of the CONSULTANT, subCONSULTANT(s) and other persons employed or utilized by the CONSULTANT in the performance of the contract. 5.2 The first ten dollars ($10.00) of remuneration paid to the CONSULTANT is for the indemnification provided for above. The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements contained elsewhere within this agreement. Should any claims be asserted against the COUNTY by virtue of any deficiency or ambiguity in the plans and specifications provided by the -4- Packet Pg. 141 C.3.a CONSULTANT, the CONSULTANT agrees and warrants that he shall hold the COUNTY harmless and shall indemnify him from all losses occurring thereby and shall further defend any claim or action on the COUNTY'S behalf. 5.3 In the event the completion of the project (to include the work of others) is delayed or suspended as a result of the CONSULTANT'S failure to purchase or maintain the required insurance, the CONSULTANT shall indemnify COUNTY from any and all increased expenses resulting from such delays. Should any claims be asserted against COUNTY by virtue of any deficiencies or ambiguity in the plans'and 0 specifications provide by the CONSULTANT the CONSULTANT agrees and warrants that CONSULTANT hold the COUNTY harmless and shall indemnify it N from all losses occurring thereby and shall further defend any claims or action on the COUNTY'S behalf. CL 5.4 The extent of liability is in no way limited to, reduced or lessened by the insurance requirements contained elsewhere within the Agreement. 5.6 This indemnification shall survive the expiration or early termination of the Agreement. c ARTICLE VI PERSONNEL 6.1 PERSONNEL 0 The CONSULTANT shall assign only qualified personnel to perform any service > concerning the project. ARTICLE VII N COMPENSATION 7.1 PAYMENT SUM 7.1.1 The COUNTY shall pay the CONSULTANT monthly in current funds for the CONSULTANT'S performance of this Agreement the Total Not to Exceed Amount of $517,518.04 (five hundred seventeen thousand five hundred eighteen dollars and four cents) estimated as follows: 0 Consultant Scope Maximum Not To Exceed Amount WSP USA, Inc (Roadway, Drainage, Structural, PM) $311,927.63 Subconsultants (Lump Sum Amounts): Bermello, Ajamil & Partners (SFWMD, FDEP, FWC Permitting) $26,750.00 A&P Consulting Engineers (Pump Station, Electrical Design) $66,279.31 Terracon Consultants, Inc.(Geotechnical Engineering) $22,551.00 Longitude Surveyors (Land Surveying) $54,000.00 Cummins Cederberg, Inc. (Environmental Wetlands Permitting) $18,210.10 Contract Total without Optional Services $499,718.04 Optional Services: Erin L. Deady, P.A. (Public Involvement) $17,800.00 Total Contract Amount $517,518.04 -5- Packet Pg. 142 C.3.a 7.2 PAYMENTS 7.2.1 For its assumption and performances of the duties, obligations and responsibilities set forth herein, the CONSULTANT shall be paid monthly. Payment will be made pursuant to the Local Government Prompt Payment Act 218.70, Florida Statutes. (A) If the CONSULTANT'S duties, obligations and responsibilities are materially changed by amendment to this Agreement after execution of this Agreement, compensation due to the CONSULTANT shall be equitably 0 adjusted, either upward or downward; (B) As a condition precedent for any payment due under this Agreement, the CONSULTANT shall submit monthly, unless otherwise agreed in writing by the COUNTY, a proper invoice to COUNTY requesting payment for services L properly rendered and reimbursable expenses due hereunder. The CONSULTANT'S invoice shall describe with reasonable particularity the service rendered. The CONSULTANT'S invoice shall be accompanied by 0. such documentation or data in support of expenses for which payment is sought as the COUNTY may require. 7.3 REIMBURSABLE EXPENSES 7.3.1 Reimbursable expenses include expenses incurred by the CONSULTANT in the interest of the project: a. Expenses of transportation submitted by CONSULTANT, in writing, and living 0 expenses in connection with travel authorized by the COUNTY, in writing, but only to the extent and in the amounts authorized by Section 112.061, Florida Statutes; N b. Cost of reproducing maps or drawings or other materials used in performing the scope of services; c. Postage and handling of reports; E 7.4 BUDGET 7.4.1 The CONSULTANT may not be entitled to receive, and the COUNTY is not obligated to pay, any fees or expenses in excess of the amount budgeted for this contract in each fiscal year (October 1 - September 30) by COUNTY's Board of 0 County Commissioners. The budgeted amount may only be modified by an 0. affirmative act of the COUNTY's Board of County Commissioners. 7.4.2 The COUNTY's performance and obligation to pay under this Agreement is contingent upon an annual appropriation by the Board of County Commissioners and the approval of the Board members at the time of contract initiation and its duration. -6- Packet Pg. 143 C.3.a ARTICLE VIII INSURANCE 8.1 The CONSULTANT shall obtain insurance as specified and maintain the required insurance at all times that this Agreement is in effect. In the event the completion of the project (to include the work of others) is delayed or suspended as a result of the CONSULTANT'S failure to purchase or maintain the required insurance, the CONSULTANT shall indemnify the COUNTY from any and all increased expenses resulting from such delay. 8.2 The coverage provided herein shall be provided by an insurer with an A.M. Best rating of VI or better, that is licensed to business in the State of Florida and that has 0. an agent for service of process within the State of Florida. The coverage shall contain an endorsement providing sixty (60) days notice to the COUNTY prior to any cancellation of said coverage. Said coverage shall be written by an insurer acceptable to the COUNTY and shall be in a form acceptable to the COUNTY. o 8.3 CONSULTANT shall obtain and maintain the following policies: A. Workers' Compensation insurance as required by the State of Florida, sufficient to respond to Florida Statute 440. B. Employers Liability Insurance with limits of $100,000 per Accident, $500,000 Disease, policy limits, $100,000 Disease each employee. > 2 C. Comprehensive business automobile and vehicle liability insurance covering claims for injuries to members of the public and/or damages to property of others arising from use of motor vehicles, including onsite and offsite operations, and owned, hired or non-owned vehicles, with $50,000 per person, $100,000 per Occurrence, $25,000 Property Damage or $100,000 combined single limit. D. Commercial general liability, including Personal Injury Liability, covering claims for injuries to members of the public or damage to property of others arising out of any covered act or omission of the CONSULTANT or any of its employees, agents or subCONSULTANTs or subconsultants, including Premises and/or Operations, Products and Completed Operations, Independent CONSULTANTs; Broad Form Property Damage and a Blanket Contractual Liability Endorsement with $500,000 Combined Single Limit. An Occurrence Form policy is preferred. If coverage is changed to or provided on a Claims Made policy, its provisions should include coverage for claims filed on or after the effective date of this contract. In addition, the period for which claims may be reported must extend for a minimum of 48 months following the termination or expiration of this contract. -7- Packet Pg. 144 C.3.a E. Professional liability insurance of$300,000 per occurrence and $500,000 annual aggregate. If the policy is a "claims made" policy, CONSULTANT shall maintain coverage or purchase a "tail"to cover claims made after completion of the project to cover the statutory time limits in Chapter 95 of the Florida Statutes. F. COUNTY shall be named as an additional insured with respect to CONSULTANT'S liabilities hereunder in insurance coverages identified in Paragraphs C and D. G. CONSULTANT shall require its subconsultants to be adequately insured at least to the limits prescribed above, and to any increased limits of CONSULTANT if so required by COUNTY during the term of this Agreement. COUNTY will not pay for increased limits of insurance for subconsultants. H. CONSULTANT shall provide to the COUNTY certificates of insurance or a copy 0. of all insurance policies including those naming the COUNTY as an additional insured. The COUNTY reserves the right to require a certified copy of such 0 policies upon request. I. If the CONSULTANT participates in a self-insurance fund, a Certificate of Insurance will be required. In addition, the CONSULTANT may be required to submit updated financial statements from the fund upon request from the COUNTY. 0 ARTICLE IX MISCELLANEOUS N 9.1 SECTION HEADINGS Section headings have been inserted in this Agreement as a matter of convenience of reference only, and it is agreed that such section headings are not a part of this Agreement and will not be used in the interpretation of any provision of this Agreement. 9.2 OWNERSHIP OF THE PROJECT DOCUMENTS The documents prepared by the CONSULTANT for this Project belong to the COUNTY and may be reproduced and copied without acknowledgement or permission of the CONSULTANT. 0. 9.3 SUCCESSORS AND ASSIGNS The CONSULTANT shall not assign or subcontract its obligations under this agreement, except in writing and with the prior written approval of the Board of County Commissioners for Monroe County and the CONSULTANT, which approval shall be subject to such conditions and provisions as the Board may deem necessary. This paragraph shall be incorporated by reference into any assignment or subcontract and any assignee or subCONSULTANT shall comply with all of the -8- Packet Pg. 145 C.3.a provisions of this agreement. Subject to the provisions of the immediately preceding sentence, each party hereto binds itself, its successors, assigns and legal representatives to the other and to the successors, assigns and legal representatives of such other party. 9.4 NO THIRD PARTY BENEFICIARIES Nothing contained herein shall create any relationship, contractual or otherwise, with or any rights in favor of, any third party. c 9.5 TERMINATION A. In the event that the CONSULTANT shall be found to be negligent in any aspect of service, the COUNTY shall have the right to terminate this agreement after CL five days written notification to the CONSULTANT. B. Either of the parties hereto may cancel this Agreement without cause by giving the other party thirty (30) days written notice of its intention to do so. c 0 C.Termination for Cause and Remedies: In the event of breach of any contract terms, the COUNTY retains the right to terminate this Agreement. The COUNTY may also terminate this agreement for cause with CONSULTANT should CONSULTANT fail to perform the covenants herein contained at the time and in the manner herein provided. In the event of such termination, prior to termination, the COUNTY shall provide CONSULTANT with five (5) calendar days' notice and provide the CONSULTANT with an opportunity to cure the breach that has occurred. If the breach is not cured, the Agreement will be terminated for cause. If the COUNTY terminates this agreement with the CONSULTANT, COUNTY shall pay CONSULTANT the sum due the CONSULTANT under this agreement prior to termination, unless the cost of completion to the COUNTY exceeds the funds remaining in the contract; however, the COUNTY reserves the right to assert and seek an offset for damages caused by the breach. The maximum amount due to CONSULTANT shall not in any event exceed the spending cap in this Agreement. In addition, the COUNTY reserves all rights available to recoup monies paid under this Agreement, including the right to sue for breach of contract and including the right to pursue a claim for violation of the COUNTY's False Claims Ordinance, located at Section 2-721 et al. of the Monroe County Code. D. Termination for Convenience: The COUNTY may terminate this Agreement for convenience, at any time, upon thirty (30) days' notice to CONSULTANT. The COUNTY may also terminate this agreement for cause with CONSULTANT should CONSULTANT fail to perform the covenants herein contained at the time and in the manner herein provided. If the COUNTY terminates this agreement with the CONSULTANT, COUNTY shall pay CONSULTANT the sum due the CONSULTANT under this agreement prior to termination, unless the cost of completion to the COUNTY exceeds the funds remaining in the contract. The maximum amount due to CONSULTANT shall not exceed the spending cap in this Agreement. In addition, the COUNTY reserves all rights i -9- Packet Pg. 146 C.3.a available to recoup monies paid under this Agreement, including the right to sue for breach of contract and including the right to pursue a claim for violation of the COUNTY's False Claims Ordinance, located at Section 2-721 et al. of the Monroe County Code. E. For Contracts of any amount, if the County determines that the Contractor/Consultant has submitted a false certification (Attachment C) under Section 287.135(5), Florida Statutes or has been placed on the Scrutinized Companies that Boycott. Israel List, or is engaged in a boycott of Israel, the County shall have the option of (1) terminating the Agreement after it has given N the Contractor/Consultant written notice and an opportunity to demonstrate the agency's determination of false certification was in error pursuant to Section 287.135(5)(a), Florida Statutes, or (2) maintaining the Agreement if the conditions of Section 287.135(4), Florida Statutes, are met. For Contracts of $1,000,000 or more, if the County determines that the Contractor/Consultant submitted a false certification under Section 287.135(5), Florida Statutes, or if the Contractor/Consultant has been placed on the Scrutinized Companies with Activities in the Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or been engaged in business operations in Cuba or Syria, the County shall have the option of (1) terminating the Agreement after it has given the Contractor/Consultant written notice and an opportunity to demonstrate the agency's determination of false certification was in error pursuant to Section 287.135(5)(a), Florida Statutes, or (2) maintaining the Agreement if the conditions of Section 287.135(4), Florida Statutes, are met. 9.6 CONTRACT DOCUMENTS This contract consists of the Request for Qualifications, any addenda, the Form of Agreement (Articles I-IX), "the CONSULTANT'S response to the RFQ, the documents referred to in the Form of Agreement as a part of this Agreement, and Attachments A, B (including.Attachment 1 -3) and C, and modifications made after execution by written amendment. In the event of any conflict between any of the Contract documents, the one imposing the greater burden on the CONSULTANT will control. 9.7 PUBLIC ENTITIES CRIMES U CL A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on contracts to provide any goods or services to a public entity, may not submit a bid on a contract with a public E entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to public entity, may not be awarded or perform work as a CONSULTANT, supplier, subcontractor, or subconsultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017 of the Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. -10- Packet Pg. 147 C.3.a By signing this Agreement, CONSULTANT represents that the execution of this Agreement will not violate the Public Entity Crimes Act (Section 287.133, Florida Statutes). Violation of this section shall result in termination of this Agreement and recovery of all monies paid hereto, and may result in debarment from COUNTY's competitive procurement activities. In addition to the foregoing, CONSULTANT further represents that there has been no determination, based on an audit, that it or any subconsultant has committed an act defined by Section 287.133, Florida Statutes, as a "public entity crime" and that c it has not been formally charged with committing an act defined as a "public entity crime" regardless of the amount of money involved or whether CONUSULTANT N has been placed on the convicted vendor list. c CONSULTANT will promptly notify the COUNTY if it or any subcontractor or CL subconsultant is formally charged with an act,defined as a "public entity crime" or has been placed on the convicted vendor list. 0. 9.8 MAINTENANCE OF RECORDS 0 CONSULTANT shall maintain all books, records, and documents directly pertinent to performance under this Agreement in accordance with generally accepted accounting principles consistently applied. Records shall be retained for a period of five years from the termination of this agreement. Each party to this Agreement or its authorized representatives shall have reasonable and timely access to such records of each other party to this Agreement for public records purposes during the term of the Agreement and for four years following the termination of this Agreement. If an auditor employed by the COUNTY or Clerk determines that monies paid to CONSULTANT pursuant to this Agreement were spent for purposes not authorized by this Agreement, or were wrongfully retained by the < CONSULTANT, the CONSULTANT shall repay the monies together with interest calculated pursuant to Sec. 55.03, of the Florida Statutes, running from the date the monies were paid by the COUNTY. 9.9 GOVERNING LAW, VENUE, INTERPRETATION, COSTS, AND FEES E This Agreement shall be governed by and construed in accordance;with the laws of the State of Florida applicable to contracts made and to be performed entirely in the State. In the event that any cause of action or administrative proceeding is instituted for the enforcement or interpretation of this Agreement, COUNTY and CONSULTANT agree that venue shall lie in the 16th Judicial Circuit, Monroe 0 County, Florida, in the appropriate court or before the appropriate administrative body. This agreement shall not be subject to arbitration. Mediation proceedings initiated and conducted pursuant to this Agreement shall be in accordance with the Florida Rules of Civil Procedure and usual and customary procedures required by 0) the circuit court of Monroe County. 9.10 SEVERABILITY If any term, covenant, condition or provision of this Agreement (or the application thereof to any circumstance or person) shall be declared invalid or unenforceable to -11- Packet Pg. 148 C.3.a any extent by a court of competent jurisdiction, the remaining terms, covenants, conditions and provisions of this Agreement, shall not be affected thereby; and each remaining term, covenant, condition and provision of this Agreement shall be valid and shall be enforceable to the fullest extent permitted by law unless the enforcement of the remaining terms, covenants, conditions and provisions of this Agreement would prevent the accomplishment of the original intent of this Agreement. The COUNTY and CONSULTANT agree to reform the Agreement to replace any stricken provision with a valid provision that comes as close as possible to the intent of the stricken provision. c 9.11 ATTORNEY'S FEES AND COSTS The COUNTY and CONSULTANT agree that in the event any cause of action or administrative proceeding is initiated or defended by any party relative to the enforcement or interpretation of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees, court costs, investigative, and out-of-pocket expenses, as an award against the non-prevailing party, and shall include attorney's fees, courts costs, investigative, and out-of-pocket expenses in appellate proceedings. 9.12 BINDING EFFECT The terms, covenants, conditions, and provisions of this Agreement shall bind and inure to the benefit of the COUNTY and CONSULTANT and their respective legal representatives, successors, and assigns. 0 9.13 AUTHORITY Each party represents and warrants to the other that the execution, delivery and performance of this Agreement have been duly authorized by all necessary County < and corporate action, as required by law. 9.14 CLAIMS FOR FEDERAL OR STATE AID CONSULTANT and COUNTY agree that each shall be, and is, empowered to apply for, seek, and obtain federal and state funds to further the purpose of this Agreement.Any conditions imposed as a result of funding that effect the Project will be provided to each party. 9.15 ADJUDICATION OF DISPUTES OR DISAGREEMENTS 0 COUNTY and CONSULTANT agree that all disputes and disagreements shall be CL attempted to be resolved by meet and confer sessions between representatives of each of the parties. If the issue or issues are still not resolved to the satisfaction of the parties, then any party shall have the right to seek such relief or remedy as may be provided by this Agreement or by Florida Iaw.This provisions does not negate or waive the provisions of paragraph 9.5 concerning termination or cancellation. 9.16 COOPERATION In the event any administrative or legal proceeding is instituted against either party -12- Packet Pg. 149 C.3.a relating to the formation, execution, performance, or breach of this Agreement, COUNTY and CONSULTANT agree to participate, to the extent required by the other party, in all proceedings, hearings, processes, meetings, and other activities related to the substance of this Agreement or provision of the services under this Agreement. COUNTY and CONSULTANT specifically agree that no party to this Agreement shall be required to enter into any arbitration proceedings related to this Agreement. 9.17 NONDISCRIMINATION /EQUAL EMPLOYMENT OPPORTUNITY The parties agree that there will be no discrimination against any person, and it is N expressly understood that upon a determination by a court of competent jurisdiction that discrimination has occurred, this Agreement automatically terminates without any further action on the part of any party, effective the date of the court order. The L parties agree to comply with all Federal and Florida statutes, and all local ordinances, as applicable, relating to nondiscrimination. These include but are not limited to: 1) Title VII of the Civil Rights Act of 1964 (PL 88-352), which prohibit 0. discrimination in employment on the basis of race, color, religion, sex, and national origin; 2) Title IX of the Education Amendment of 1972, as amended (20 USC c §§ 1681-1683, and 1685-1686), which prohibits discrimination on the basis of sex; 3) Section 504 of the Rehabilitation Act of 1973, as amended (20 USC § 794), which prohibits discrimination on the basis of handicaps; 4) The Age Discrimination Act of 1975, as amended (42 USC §§ 6101-6107), which prohibits discrimination onthe basis of age; 5) The Drug Abuse Office and Treatment Act of 1972 (PL 92- 255), as amended, relating to nondiscrimination on the basis of drug abuse; 6) The Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (PL 91-616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; 7) The Public Health Service Act of 1912,,§§ 523 and 527 (42 USC §§ 690dd-3 and 290ee-3), as amended, relating to W confidentiality of alcohol and drug abuse .patient records; 8) Title VIII of the Civil Rights Act of 1968 (42 USC §§ 3601 et seq.), as amended, relating to nondiscrimination in the sale, rental or financing of housing; 9) The Americans with Disabilities Act of 1990 (42 USC §§ 1201), as amended from time to time, relating to nondiscrimination in employment on the basis of disability; 10) Monroe County" E Code Chapter 14, Article II, which prohibits discrimination on the basis of race, color, sex, religion, national origin, ancestry, sexual orientation, gender identity or expression, familial status or age; and 11) any other nondiscrimination provisions in any federal or state statutes which may apply to the parties to, or the subject matter of, this Agreement. 0 CL During the performance of this Agreement, the CONSULTANT, in accordance with Equal Employment Opportunity (30 Fed. Reg. 12319, 12935, 3 C.F.R. Part, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, Amending Executive Order 11246 Relating to Equal Employment Opportunity, and implementing regulations at 41C.F.R. Part 60 (Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor). See 2 C.F.R. Part 200, Appendix Il, ¶C, agrees as follows:. 1). The CONSULTANT will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexua -13- Packet Pg. 150 C.3.a orientation, gender identity, or national origin. The CONSULTANT will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but hot be limited to the following: Employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The CONSULTANT agrees to post in conspicuous places, available to 0 employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination N clause. c 2).The CONSULTANT will, in all solicitations or advertisements for = employees placed by or on behalf of the CONSULTANT, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or 0. national origin. 0 3).The CONSULTANT will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job c functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing,.or action, including an investigation conducted by the employer, or is consistent with the CONSULTANT's legal duty to furnish information. 4).The CONSULTANT will send to each labor union or representative of workers with which it has a collective bargaining agreement or other. contract or understanding, a notice to be provided by the agency contracting officer, advising the labor union or workers' representative of ,the CONSULTANT's commitments under section 202 of Executive Order 11246 of September 24, 1965, and shall post copies of the notice in 2 conspicuous places available to employees and applicants for employment. 5).The CONSULTANT will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 6).The CONSULTANT will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of -14- Packet Pg. 151 C.3.a investigation to ascertain compliance with such rules, regulations, and orders. 7),In the event of the CONSULTANT's non-compliance with the nondiscrimination clauses ,of this contract or with any of such rules, regulations, or orders, this contract may be canceled, terminated or suspended in whole or in part and the CONSULTANT may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 9.18 COVENANT OF NO INTEREST 0. CONSULTANT and COUNTY covenant that neither presently has any interest, and shall not acquire any interest, which would conflict in any manner or degree with its performance under this Agreement, and that only interest of each is to perform and receive benefits as recited in this Agreement. 9.19 CODE OF ETHICS COUNTY agrees that officers and employees of the COUNTY recognize and will be required to comply with the standards of conduct for public officers and employees c as delineated in Section 112.313, Florida Statutes, regarding, but not limited to, > solicitation or acceptance of gifts; doing business with one's agency; unauthorized compensation; misuse of public position, conflicting employment or contractual relationship; and disclosure or use of certain information. N 9.20 NO SOLICITATION/PAYMENT The. CONSULTANT and COUNTY warrant that, in respect to itself, it has neither employed nor retained any company or person, other than a bona fide employee working solely for it, to solicit or secure this Agreement and that it has not paid or agreed to pay any person, company, corporation, individual, or firm, other than a bona fide employee working solely for it, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of the provision, the CONSULTANT agrees 0 that the COUNTY shall have the right to terminate this Agreement without liability CL and, at its discretion, to offset from monies owed, or otherwise recover, the full amount of such fee, commission, percentage, gift, or consideration. 9.21 PUBLIC ACCESS. Public Records Compliance. CONSULTANT must comply with Florida public records laws, including but not limited to Chapter 119, Florida Statutes and Section 24 of article I of the Constitution of Florida. The County and CONSULTANT shall allow and permit reasonable access to, and inspection of, all documents, records, papers, letters or other"public record" materials in its possession or under its -15- Packet Pg. 152 C.3.a control subject to the provisions of Chapter 119, Florida Statutes, and made or received by the County and CONSULTANT in conjunction with this contract and related to contract performance. The County shall have the right to unilaterally cancel this contract upon violation of this provision by the CONSULTANT. Failure of the CONSULTANT to abide by the terms of this provision shall be deemed a material breach of this contract and the County may enforce the terms of this provision in the form of_a court proceeding and shall, as a prevailing party, be entitled. to reimbursement of all attorney's fees and costs associated with that proceeding. This provision shall survive any termination or expiration of the c contract. The CONSULTANT is encouraged to consult with its advisors about Florida Public N Records Law in order to comply with this provision. Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the CONSULTANT is required to: (1) Keep and maintain public records that would be required by the County to perform the service. (2) Upon receipt from the County's custodian of records, provide the County with a copy of the 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 this chapter or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the CONSULTANT does not transfer the records to the County. (4) Upon completion of the contract, transfer, at no cost, to the County all public records in possession of the CONSULTANT or keep and maintain public records that would be required by the County to perform the service. If the CONSULTANT transfers all public records to the County upon completion of the contract, the CONSULTANT shall destroy any duplicate public records that are < exempt or confidential and exempt from public records disclosure requirements. If the CONSULTANT keeps and maintains public records upon completion of the contract, the CONSULTANT shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the County, upon request from the County's custodian of records, in a format that is compatible with the information technology systems of the County. (5) A request to inspect or copy public records relating to a County contract must be made directly to the County, but if the County does not possess the requested records, the County shall immediately notify the CONSULTANT of the request, and the CONSULTANT must provide the records to the County or allow the records to be inspected or copied within a reasonable time. 0 If the CONSULTANT does not comply with the County's request for records, the County shall enforce the public records contract provisions in accordance with the contract, notwithstanding the County's option and right to unilaterally cancel this 0) contract upon violation of this provision by the CONSULTANT. A CONSULTANT who fails to provide the public records to the County or pursuant to a valid public records request within a-reasonable time may be subject to penalties under section119.10, Florida Statutes. The CONSULTANT shall not transfer custody, release, alter, destroy or otherwise -16- Packet Pg. 153 C.3.a r dispose of any public records unless or otherwise provided in this provision or as otherwise provided by law. IF THE CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY AT �i PHONE# 305-292-3470 BRADLEY-BRIAN(a�MONROECOUNTY- FL.GOV, MONROE COUNTY ATTORNEY'S OFFICE 1111 12TH Street, SUITE 408, KEY WEST, FL 33040. 9.22 NON-WAIVER OF IMMUNITY Notwithstanding the provisions of Sec. 768.28, Florida Statutes, the participation of the CONSULTANT and the COUNTY in this Agreement and the acquisition of any c commercial liability insurance coverage, self-insurance coverage, or local government liability insurance pool coverage shall not be deemed a waiver of immunity to the extent of liability coverage, nor shall any contract entered into by the COUNTY be required to contain any provision for waiver. 9.23 PRIVILEGES AND IMMUNITIES 0 All of the privileges and immunities from liability, exemptions from laws, ordinances, and rules and pensions and relief, disability, workers' compensation, and other benefits which apply to the activity of officers, agents, or employees of any public agents or employees of the COUNTY, when performing their respective functions under this Agreement within the territorial limits of the COUNTY shall apply to the same degree and extent to the performance of such functions and duties of such officers, agents, volunteers, or employees outside the territorial limits of the COUNTY. 9:24 LEGAL OBLIGATIONS AND RESPONSIBILITIES Non-Delegation of Constitutional or Statutory Duties. This Agreement is not intended to, nor shall it be construed as, relieving any participating entity from any obligation or responsibility imposed upon the entity by law except to the extent of actual and timely performance thereof by any participating entity, in which case the performance may be offered in satisfaction of the obligation or responsibility. Further, this Agreement is not intended to, nor shall it be construed as, authorizing the delegation of the constitutional or statutory duties of the COUNTY, except to the extent permitted by the Florida constitution, state statute, and case law. E 9.25 NON-RELIANCE BY NON-PARTIES No person or entity shall be entitled to rely upon the terms, or any of them, of this Agreement to enforce or attempt to enforce any third-party claim or entitlement to or benefit of any service or program contemplated hereunder, and the CONSULTANT and the COUNTY agree that neither the CONSULTANT nor the COUNTY or any -17- Packet Pg. 154 C.3.a agent, officer, or employee of either shall have the authority to inform, counsel, or otherwise indicate that any particular individual or group of individuals, entity or entities, have entitlements or benefits under this Agreement separate and apart, inferior to, or superior to the community in general or for the purposes contemplated in this Agreement. 9.26 ATTESTATIONS AND TRUTH IN NEGOTIATION CONSULTANT agrees to execute such documents as COUNTY may reasonably require, including a Public Entity Crime Statement, an Ethics Statement, and a Drug-Free Workplace Statement. Signature of this Agreement by CONSULTANT .N shall act as the execution of a truth in negotiation certificate stating that wage rates and other factual unit costs supporting the compensation pursuant to the Agreement are accurate, complete, and current at the time of contracting. The CL original contract price and any additions thereto shall be adjusted to exclude any significant sums by which the agency determines the contract price was increased CL due to inaccurate, incomplete, or concurrent wage rates and other factual unit costs. All such adjustments must be made within one year following the end of the Agreement. 0 9.27 NO PERSONAL LIABILITY No covenant or agreement contained herein shall be deemed to be a covenant or agreement of any member, officer, agent or employee of Monroe County in his or her individual capacity, and no member, officer, agent or employee of Monroe County shall be liable personally on this Agreement or be subject to any personal liability or accountability by reason of the execution of this Agreement. 2 9.28 EXECUTION IN COUNTERPARTS N This Agreement may be executed in any number of counterparts, each of which shall be regarded as an original, all of which taken together shall constitute one and the same instrument and any of the parties hereto may execute this Agreement by signing any such counterpart. 9.29 FEDERAL CONTRACT REQUIREMENTS The CONS ULTANT'and/or CONTRACTOR and its Subcontractors must follow the provisions, as applicable, as set forth in 2 C.F.R. §200.326 Contract provisions and Appendix It to 2 C.F.R. Part 200, as amended, including but not limited to: 0 9.29.1 Davis-Bacon Act, as amended (40 U.S.C. §§3141-3148). When required by Federal program legislation, which includes emergency Management Preparedness Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and Transit Security Grant Program, all prime construction contracts in excess of $2,000 awarded by non-Federal entities must comply with the Davis-Bacon Act (40 U.S.C. §§3141-3144, and §§3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction"). In accordance with the -18- Packet Pg. 155 C.3.a statute, CONSULTANTs must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, CONSULTANTs must be required to pay wages not less than once a week. If applicable, the COUNTY must place a current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The COUNTY must report all suspected or reported violations to the Federal awarding agency. When required by Federal program legislation, which includes emergency Management Preparedness c Grant Program, Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program N and Transit Security Grant Program (it does not apply to other FEMA grant and cooperative agreement programs, including the Public Assistance Program), the CONSULTANTs must also comply with the Copeland "Anti-Kickback" Act (40 = U.S.C. § 3145), as supplemented by Department of Labor regulations (29 CFR Part 3, "CONSULTANTs and SubCONSULTANTs on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States"). As 0. required by the Act, each CONSULTANT or subrecipient is prohibited from inducing, by any means, any person employed in the construction, completion, or c 0 repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The COUNTY must report all suspected or reported violations to the Federal awarding agency. (1) CONSULTANT. The CONSULTANT shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this contract. 0 (2) Subcontracts. The CONSULTANT or subCONSULTANT shall insert in any subcontracts the clause above and such -- other clauses as the FEMA may by appropriate instructions require, and also a clause requiring the subCONSULTANTs to include these clauses in any lower tier subcontracts. The prime CONSULTANT shall be responsible for the compliance by any subCONSULTANT or lower tier subCONSULTANT with all of these contract clauses. (3) Breach. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as 2 a CONSULTANT and subCONSULTANT as provided in 29 C.F.R. § 5.12. CL 9.29.2 Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708). Where applicable, which includes all FEMA grant and cooperative agreement programs, all contracts awarded by the COUNTY in excess of $100,000 that involve the employment of mechanics or laborers must comply with 40 U.S.C.§§ 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. §3702 of the Act, each CONSULTANT must compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay -19- Packet Pg. 156 C.3.a for all hours worked in excess of 40 hours in the work week. The requirements of, 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. 9.29.3 Rights to Inventions Made Under a Contract or Agreement. If the Federal award meets the definition of "funding agreement" under 37 CFR §401.2 (a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that "funding agreement," the recipient or subrecipient must comply with the requirements of 37 CFR Part 401, "Rights to Inventions Made by Nonprofit Organizations and Small CL Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by the awarding agency. CL 9.29.4 Clean Air Act (42 U.S.C. 7401-7671g.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387). CONSULTANT agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. §§7401-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. §§1251-1387) and will reports violations to FEMA and the Regional Office of the Environmental Protection Agency (EPA). The Clean Air Act (42 U.S.C. 7401- 7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as amended—applies to Contracts and subgrants of amounts in excess of$150,000. 9.29.5 Debarment and Suspension (Executive Orders 12549 and 12689)—A contract award (see 2 CFR 180.220) must not be made to parties listed on the governmentwide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235), "Debarment and Suspension." SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. 9.29.6 Byrd Anti-Lobbying Amendment (31 U.S.C. 1352)—CONSULTANTs that apply or bid for an award exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence 0 an officer or employee of any agency, a member of Congress, officer or employee 0. of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non-Federal award. 9.29.7 Compliance with Procurement of recovered materials as set forth in 2 CFR 200.322. ,CONSULTANT must comply with section 6002 of the Solid Waste disposal Act, as amended by the Resource Conservation and Recovery Act. The -20- Packet Pg. 157 C.3.a requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CPR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. 9.29.8 Americans with Disabilities Act of 1990, as amended. (ADA)—The CONSULTANT N will comply with all the requirements as imposed by the ADA, the regulations of the Federal government issued thereunder, and the assurance by the CONSULTANT pursuant thereto. 9.29.9 Disadvantaged Business Enterprise (DBE) Policy and Obligation - It is the policy of the COUNTY that DBE's, as defined in 49 C.F.R. Part 26, as amended, shall have the opportunity to participate in the performance of contracts financed in whole or c in part with COUNTY funds under this Agreement. The DBE requirements of applicable federal and state laws and regulations apply to this Agreement. The COUNTY and its CONSULTANT.agree to ensure that DBE's have the opportunity to participate in the performance of this Agreement. In this regard, all recipients and contractors and CONSULTANTs shall take all necessary and reasonable steps in accordance with 2 C.F.R. § 200.321(as set forth in detail below), applicable federal and state laws and regulations to ensure that the DBE's have the opportunity to compete for and perform contracts. The COUNTY and the CONSULTANT and subCONSULTANTs shall not discriminate on the basis of race, color, national origin or sex in the award and performance of contracts, entered pursuant to this Agreement. 2 C.F.R. § 200.321 CONTRACTING WITH SMALL AND MINORITY BUSINESSES, WOMEN'S BUSINESS ENTERPRISES, AND LABOR SURPLUS AREA FIRMS a. If the CONTRACTOR, with the funds authorized by this Agreement, seeks to subcontract goods or services, then, in accordance with 2 C.F.R. §200.321, the CONTRACTOR shall take the following affirmative steps to assure that minority businesses, women's business enterprises, and labor surplus area firms are used whenever possible. b. Affirmative steps must include: (1) Placing qualified small and minority businesses and women's business enterprises on solicitation lists; (2) Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; CL (3) Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses, and women's business enterprises; (4) Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises; (5) Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. -21- Packet Pg. 158 C.3.a (6) Requiring the Prime contractor, if subcontractor are to be let, to take the affirmative steps listed in paragraph (1) through (5) of this section. 9.29.10 The CONSULTANT shall utilize the U.S. Department of Homeland Security's E- Verify system to verify the employment eligibility of all new employees hired by the CONSULTANT during the term of the Contract and shall expressly require any subCONSULTANTs performing work or providing services pursuant to the Contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the 0 subCONSULTANT during the Contract term. c mr,Iw- 13 SS WHEREOF, each party has caused this Agreement to be executed by its " ter c duly,a?litho i d representative on the day and year first above written. BOARD OF COUNTY COMMISSIONERS tgst;K VIN MADOK, Clerk OF MONROE COUNTY, FLORIDA By: Deputy Clerk Mayor/Chairman ' : u� a sa. . M Date: i (Seal) CONSULTANT Attest; WS P USA, Inc. Dolasl Psi signed by Ronald M CL DN:cn=Ronald M Colas,PE,SI, - _ C=US,o=WSP USA INC, — email=Ronald.Colas@wsp.wm i1v- Date:2018.10.26 11:07:32-04'00' By: Ronald M. Colas, PE, SI Title: QGI � Title: Vice President - Sr. Area Manager 6 END OF AGREEMENT � M�OpN.pRpO�ECouNTYATTOR ATTORNEY 01[J��}F/�IID0I D STOFO s"S;Ry---A.� CIIRISTINE LIMBERT-BARROWS ASSISTANT CO UN' C .TTORNEY DATE: 11 -22- Packet Pg. 159 C.3.a ATTACHMENT A SCOPE 0 CL CL 0 0 2 N 0 CL -23- Packet Pg. 160 C.3.a SCOPE OF WORK The project will include completion of design for construction and any required permitting for elevating secified roadways, resurfacing/reconstruction and drainage system improvements in the Twin Lakes subdivision in Key Largo and the specificed roads in the Sands Subdivision in Big Pine Key (Refer`to Attachment A and B). Monroe County adopted an interim standard methodology for adapting transportation infrastructure for sea level rise in January, 2017, based on the Sea Level Rise Pilot Project c Report. The recommended drainage solution is a pretreated pressurized closed system. LM The Twin Lakes specified roads will be designed to 5 inches of elevation NAVD88 and the Sands Community specified roads will be designed to 11 inches of elevation NAVD88. c There will be a need to meet with environmental regulatory agenices such as South Florida Water Management District, Florida Department of Environmental Protection and the Florida Keys National Marine Sanctuary in the pre design phase and there may be a need 0. for public information/impact meetings during the design phase. Property surveys may need to be conducted in order for construction easements to be c executed and driveway connectivity will need to be addressed. 1.0 DESIGN DEVELOPMENT The Design for Construction shall include, but shall not necessarily be limited to, plans and specifications which describe all systems, elements, details, components, materials, equipment, and other information necessary for construction. The Design for Construction shall be accurate, coordinated and in all respects adequate for construction and shall be in conformity, and comply, with all applicable law, codes, permits, and regulations. Products, equipment and materials specified for use shall be readily available unless written authorization to the contrary is given by the County. 2.0 CONSTRUCTION DOCUMENTS PHASE 2.1 The Consultant shall prepare, for approval by the County, Construction Documents consisting of Drawings and Specifications setting forth in detail the requirements for the construction of the project. Construction documents shall conform to the standards contained in the latest versions of the following: 1. Florida Department of Transportation Roadway Plans Preparation Manuals 0 http://www.dot.state.fl.us/rddesign/PPMManual/PPM.shtm CL 2. Florida Department of Transportation Design Standards http://www.dot.state.fl.us/rddesign/DesianStandards/Standards.shtm 3. Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways http://www.dot.state.fl.us/rddesign/FloridaGreenbook/FGB.shtm 4. Florida Department of Transportation Surveying Procedure http://www2.dot.state.fl.us/proceduraldocuments/procedures/bin/550030101 5. Florida Department of Transportation Drainage Manual -24- Packet Pg. 161 C.3.a 5. Florida Department of Transportation Drainage Manual http://www.dot.state.fl.us/rddesign/dr/files/2017DrainageManual.pdf 6. MUTCD http://mutcd.fhwa.dot.gov/ 7. American Disabilities Act http://www2.dot.state.fl.us/proceduraidocuments/procedures/bin/625020015 p 8. Florida Department of Transportation Flexible Pavement Design Manual http://www.dot.state.fl.us/pavementmanagement/PUBLiCATIONS.shtm 9. Florida Statutes http://www.leg.state.fl.us/Statutes/index.cfm?Mode=View%20Statutes&Sub menu=1&Tab=statutes&CFI D=1 4677574&CFTOKEN=80981948 2 2.2. The Consultant shall provide Drawings and applicable Technical Specifications for the County's review. The specifications will conform to the most recent version of Florida 0. Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (Florida Greenbook) standards. 2.3 Upon completion of the Construction Documents Phase, the Consultant shall provide Construction Documents for the County's approval. Upon approval by the County the Consultant shall provide the County up to 5 sets of Construction Documents that have been signed and sealed by the Engineer. The Consultant shall also provide an electronic version of the construction documents. The Consultant shall provide an estimate of anticipated construction cost in accordance with the construction development phase. 2.4 The Consultant shall assist the County in the preparation of the necessary bidding information for the production of bidding forms, the Conditions of the Contracts, and the forms of Agreements between the County and the Contractor's by providing supporting information as to the projects scope, bid items, estimated quantities and construction duration. The County shall prepare all Bidding Forms, Conditions of the Contract, and E Forms of Agreement. 2.5 The Consultant's construction documents (plans, specifications, etc) will conform to all codes and regulations of the federal government, county, state, municipalities, agencies and state departments, in effect at the date of this Agreement, and shall be of such completion as to be acceptable for review and ruling by said agencies when permits are applied for. The Consultant shall use due care in determining permit requirements and shall meet with regulatory agencies as necessary to coordinate specific permit 0 requirements. The Consultant shall document all meetings and conversations with said regulatory agencies. If permits are denied for incompleteness or for lack of following said codes or regulations, or permit requirements, then the Engineer will conform the construction documents in such manner to receive permits upon such plans. Work required by the Consultant to conform documents to federal, state, city, county, or agency specifications to allow them to be approved shall be completed at no charge or cost to the County, unless said requirements are changed during the course of the project. 2.6 The County shall be responsible for the timely submittal of all permit application fees. 2.7 At the 60%, 90% and 100% design phases, the Consultant shall provide drawings and other documents which depict the current status of design for the County's review and -25- Packet Pg. 162 C.3.a information. The Consultant shall provide an estimate of anticipated construction costs and construction schedule. 2.8 As needed, the Engineer will provide clarification and answers to questions from prospective bidders during the construction bid process. Answers will be provided in a timely manner in order to facilitate bidding. 3.0 CONSTRUCTION DOCUMENTS PHASE REQUIREMENTS 0 To satisfactorily perform the Construction Documents phase requirement, the Engineer must complete the tasks set forth in items 3.1 through 3.4. N 3.1 Construction Plans—This consists of, at a minimum, Key Sheet, Summary of Pay Items and Quantities, Drainage Map, Project Layout, Plan and Profile sheets, Typical 0. Sections, Detail sheets, General Notes, Environmental Notes, Traffic Control Plan. Construction plans shall be in accordance with FDOT Plans Preparation Manual. 0. 3.2 Specifications —specifications will conform to the most recent version of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (Florida Greenbook). Comprehensive, abbreviated methods, materials and systems descriptions in tune with the drawings will be developed as necessary with Technical Special Provisions. 3.3 Schedules— Prepare an estimate of the Construction Time. 0 3.4 Estimate of Construction Cost — Estimate of anticipated cost in accordance with the Construction Documents. 2 4.0 CONSTRUCTION COST N Contemporaneously with the submission of the Design, the Consultant shall submit to the County in writing its final estimate of the Contractor's anticipated bid price for constructing the Project. Once submitted, the final anticipated price estimate shall be adjusted by the Consultant to reflect any increase or decrease in anticipated price resulting from a change in Design. 4.1 The Construction Cost shall be the total estimated bid cost to the County of all elements of the Project designed or specified by the Engineer. 4.2 The Construction Cost shall include the cost at current market rates of labor and materials and Equipment designed, specified, selected or specially provided for by the CL Engineer, plus a reasonable allowance for Contractor's's overhead and profit. 4.3 Construction cost does not include the compensation of the Consultant and the sub-consultants, the costs of land, rights-of-way, financing or other costs which are the responsibility of the County. 5.0 CONSTRUCTION PHASE 5.1 The Consultant shall review and approve or take other appropriate action upon Contractor's Shop Drawings submittals for prefabricated elements to be placed permanently in the structure but only for the limited purpose of checking for conformance -26- Packet Pg. 163 C.3.a with information given and the design concept expressed in the Contract Documents. The Consultant's action shall be taken with such reasonable promptness as to cause no delay in the Contractor's Work or in construction by the County's own forces, while allowing sufficient time in the Consultant's professional judgment to permit adequate review. In general, said review and action shall be completed in 10 working days from receipt of a shop drawing submittal, excluding resubmittals. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities or for substantiating instructions for installation or performance of equipment or systems designed by the Contractors, all of which remain the responsibility of the Contractors to the extent required by the Contract Documents. The Consultant's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Consultant, of construction means, methods, techniques, sequences, or procedures. 5.2 The Consultant shall, without additional compensation, promptly correct any errors, omissions, deficiencies, or conflicts in the work product of the Consultant or its consultants CL or both. 5.3 The Consultant must reimburse the County for any "added costs" paid by the County for additional construction costs that were incurred as a direct result of any error, omission, deficiency, or conflict in the work product of the Consultant, its consultants, or both. "Added costs" is defined as the cost incurred from any additional work required on the project that was necessitated solely by the error, omission, deficiency, or conflict in the work project. The added cost is limited to the increase to the construction cost for additional work and does not include costs that are normally incurred as part of the project or would have been incurred had no error, omission, or deficiency occurred, and addressed by a change order of already established unit costs. The Consultant shall not be held responsible for additional deficiencies found due to a delay in the construction of the project or for those hidden deficiencies that could not reasonably be determined through a review of documentation or physical inspection of the site by the Consultant. 5.4 The Consultant shall furnish to the County, upon project completion, the following: • 2 sets of 11"X 17" signed and sealed Record Drawings 2 sets of final documentation • 1 set of final as built CADD files on CD The Consultant's Engineer of Record in responsible charge of the project's U design shall professionally endorse (signed and sealed and certified) theCL record prints, the special provisions and all reference and support documents. 5.5 The Consultant will attend the pre-construction meeting and as needed, attend the periodic construction progress meetings. -27- Packet Pg. 164 C.3.a ATTACHMENT B WSP AND SUBCONSULTANT DETAILED PROPOSAL 0 CL CL 0 0 2 N 0 CL -28- Packet Pg. 165 C.3.a October 23, 2018 0 CL CL SCOPE OF SERVICES FOR ENGINEERING DESIGN AND PERMITTING FOR THE SEA LEVEL RISE PILOT PROJECT (BIG PINE KEY AND KEY LARGO) N MONROE COUNTY 0 U CL -29- Packet'Pg. 166 C.3.a 1 PURPOSE 3 2 PROJECT DESCRIPTION 5 3 PROJECT COMMON AND PROJECT GENERAL TASKS 15 4 ROADWAY ANALYSIS 18 0 5 ROADWAY PLANS 20 6a DRAINAGE ANALYSIS 21 c 6b DRAINAGE PLANS 23 = 7 UTILITIES 24 0. 8 ENVIRONMENTAL PERMITS, COMPLIANCE AND ENVIRONMENTAL CLEARANCES 25 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS 26 17 STRUCTURES -RETAINING WALLS 27 18 STRUCTURES -MISCELLANEOUS 28 19 SIGNING AND PAVEMENT MARKING ANALYSIS 29 27 SURVEY 30 .� N 35 GEOTECHNICAL 31 0 A-2 -30- Packet'Pg. 167 C.3.a SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES This Exhibit forms an integral part of the agreement between the Monroe County Engineering Department(hereinafter referred to as the COUNTY) and WSP USA, Inc. (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows: Engineering design and permitting services for stormwater management systems to include elevating specified roads in the Twin Lakes subdivision in Key Largo and the Sands Subdivision in Big Pine Key,Monroe County,Florida 1 PURPOSE CL The purpose of this Exhibit is to describe the scope of work and the responsibilities of the CONSULTANT and the COUNTY in connection with the design and preparation of a complete set of construction contract documents and incidental engineering services, as necessary, for improvements to the transportation facility described herein. The general objective is for the CONSULTANT to prepare a set of contract documents including plans, specifications, supporting engineering analysis, calculations and other E technical documents in accordance with COUNTY requirements.. These Contract documents will be used by the contractor to build the project and test the project E components. These Contract documents will be used by the COUNTY or its Construction Engineering Inspection(CEI)representatives for inspection and final acceptance of the project. The CONSULTANT shall follow a systems engineering process to ensure that all required project components are included in the development of the Contract documents and the project can be built as designed and to specifications. N The Scope of Services establishes which items of work are specifically prescribed to accomplish the work included in this contract, and also indicates which items of work will be the responsibility of the CONSULTANT and/or the COUNTY. Any COUNTY requested modifications to this scope of services during the design effort development will be incorporated upon the approval of the labor efforts required for such modifications. The CONSULTANT shall demonstrate good project management practices while working on this project. These include communication with the COUNTY and others as necessary, 0. management of time and resources, and documentation. The CONSULTANT shall set up and maintain throughout the design of the project a contract file. CONSULTANT's are expected to know the laws and rules governing their professions and are expected to provide services in accordance with current regulations, codes and ordinances and recognized standards applicable to such professional services. The Consultant shall provide qualified technical and professional personnel to perform to COUNTY standards and procedures, the duties and responsibilities assigned under the terms of this agreement. The Consultant shall minimize to the maximum extent possible the COUNTY's need to apply its own resources to assignments authorized by the COUNTY. 1 PURPOSE A-3 -31- Packet'Pg. 168 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 The COUNTY will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of contract documents, including Construction documents. The COUNTY's technical reviews are for high-level conformance and are not meant to be comprehensive reviews. The CONSULTANT shall be fully responsible for all work performed and work products developed under this Scope of Services. The COUNTY may provide job-specific information and/or functions as outlined in this contract, if favorable. 0 0. 0 0 2 N 0 1 PURPOSE A-4 -32- Packet,Pg. 169 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 2 PROJECT DESCRIPTION The CONSULTANT shall investigate the status of the project and become familiar with concepts and commitments (typical sections, alignments, etc.) developed from prior studies and/or activities. The CONSULTANT shall use the approved concepts from prior studies as a basis for the design unless otherwise directed by the COUNTY. 0 The project will include completion of design for construction and any required permitting for elevating specified roadways, resurfacing/reconstruction and drainage .N system improvements in the Twin Lakes Subdivision in Key Largo (Shaw Dr. between Crane St. and Brown St., Crane St. between Shaw Dr. and Adams Dr. and Adams Dr. between Crane St. and Adams Dr north end), and the specified roads in the Sands Subdivision in Big Pine Key (Father Tony Way between Avenue D and Avenue J). 0. The project will also include design for construction and any required permitting of a pretreated pressurized closed system. The•Twin Lakes specified roads will be designed to S inches of elevation NAVD88 and the Sands Community specified roads will be designed to 11 inches of elevation NAVD88. Meetings and coordination with environmental regulatory agencies such as South Florida Water Management District, Florida Department of Environmental Protection, U.S.Army Corps of Engineers and the Florida Keys National Marine Sanctuary during design phase will be conducted. Public information/impact meetings will be conducted during the design phase, at the request of the COUNTY. Geotechnical Exploration and Analysis will be provided as well as topographic services. < Partial property surveys will need to be conducted for construction easements, driveway harmonization and environmental permitting related conditions. Construction Documents for the project including Twin Lakes Subdivision and the Sands Subdivision will be prepared and issued by the CONSULTANT as one (1) construction contract. 2.1 Project General and Roadway (Activities 3, 4, and 5) Public Involvement: WSP,will prepare presentation materials and attend up to 2 public meetings per neighborhood for a total of 4 meetings. CL Specification Package Preparation: Includes an outline of all FDOT specification sections and technical special provisions pertinent to the project. Plan Type: plan/profile to include signs and pavement markings. Utilities and drainage features will be depicted on Grading and Drainage Plans. Typical Section: For Big Pine Key,a proposed Two-Lane Two-Way rural typical section, no curb or gutter and with swale areas along both sides of the road; for Key Largo along Adams Dr.and Shaw St., a proposed Two-Lane Two-Way rural typical section, no curb or gutter and with swale areas along both sides of the road; and for Key Largo along Shaw Dr., a 2 PROJECT DESCRIPTION A-5 -33- Packet Pg. 170 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 proposed Two-Lane Two-Way rural typical section,with a gravity wall along the west side of the road and with Swale areas along the east right of way.No bike lanes,no sidewalk each direction on either Big Pine Key or Key Largo. Pavement Design: Pavement design will be developed in accordance with FDOT Flexible Pavement Design Manual. n3 Level of TCP Plans: Level of TCP Plans shall be Level 1. Level 1 TCP includes analysis for TCP, lane closure analysis and creating miscellaneous Traffic Control Sheets consisting of general notes, minor details,typical sections and quantities. No detailed phase drawings will be prepared. Standard Plans from FDOT will be referenced. .N Demolition and Removals: Roadway Plans will include item specific demolition notes and call-outs. _ 2.2 Drainage (Activities 6a and 6b) CL System Type: Closed system of catch basins, manholes and pipes discharging through a trash rack,pollution treatment unit,pump station and deep drainage wells. 2.3 Utilities Coordination (Activity 7) This task is to be conducted in conjunction with Longitude Surveyors(refer to attached proposal).Anticipated utilities include overhead electric,potable water, sanitary sewer,and stormwater. No utility relocation design is included in this scope of services. 0 2.4 Environmental Permits, Compliances, and Environmental Clearances > (Activity 8) This task is to be conducted by Bermello Ajamil and Partners,Inc. (refer to attached proposal). WSP will attend meetings with permitting agencies and environmental groups as needed to coordinate the project. WSP will assist with preparation of documents to be submitted for permit review and approval. In additional, WSP will coordinate with reviewers as needed to resolve agency comments and obtain approval. A list of expected permits is included in attached proposal from Bermello Ajamil and Partners,Inc. r9 The COUNTY will provide compensatory wetland mitigation as needed in accordance with Section 373.4137, Florida Statutes. n3 0 CL 2 PROJECT DESCRIPTION A-6 -34- Packet jPg. 171 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 2.5 Structures (Activities 9—18) Retaining Walls and Bulkhead Modifications:Approximately 500 feet of gravity wall along the west right-of-way of Shaw Dr.,within the project limits. Miscellaneous: Catch basins,manholes,trash rack enclosures,pollution control boxes, pump station wet wells, and well boxes. 2.6 Signing and Pavement Markings (Activities 19 & 20) Signs and pavement markings will be detailed on Roadway Plans/Details. 2.10 Survey (Activity 27) This task is to be conducted by Longitude Surveyors (refer to attached proposal). 0. 2.17 Geotechnical(Activity 35) 0 This task is to be conducted by Terracon Consultants,Inc. (refer to attached proposal). 2.19 Project Schedule After the Notice-To-Proceed, and prior to the CONSULTANT beginning work,the CONSULTANT shall provide a detailed project activity/event schedule for COUNTY and CONSULTANT scheduled activities required to meet the current COUNTY Production Date. For the purpose of scheduling,the CONSULTANT shall allow for a two(2)week review time for each phase submittal and any other submittals as appropriate. The schedule shall indicate all required submittals. Periodically,throughout the life of the contract,the project schedule shall be reviewed with the approval of the COUNTY, adjusted as necessary to incorporate changes in the Scope of m Services and progress to date. 2.20 Submittals The CONSULTANT shall furnish construction contract documents as follows to adequately control,coordinate, and approve the work concepts: n3 - 30%Submittal - 60%Submittal - 90%Submittal - 100% Submittal ns The CONSULTANT shall distribute submittals as directed by the COUNTY. The COUNTY will determine the specific number of copies required prior to each submittal. 2 PROJECT DESCRIPTION A-7 -35- Packet jPg. 172 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 2.21 Provisions for Work All work shall be prepared using AutoCAD software with English units in accordance with the latest editions of standards and requirements utilized by the COUNTY which include, but are not limited to,publications such as: ■ General o Title 29, Part 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R. 1910.1001)—Asbestos Standard for Industry,U.S. Occupational Safety and Health Administration(OSHA) 0 29 C.F.R. 1926.1101 —Asbestos Standard for Construction, OSHA 0 40 C.F.R. 61, Subpart M-National Emission Standard for Hazardous Air _ Pollutants (NESHAP), Environmental Protection Agency (EPA) CL 0 40 C.F.R. 763, Subpart E—Asbestos-Containing Materials in Schools, EPA 0 40 C.F.R. 763, Subpart G—Asbestos Worker Protection, EPA 0. o Americans with Disabilities Act(ADA) Standards for Accessible Design o AASHTO—A Policy on Design Standards Interstate System o AASHTO—Roadside Design Guide o AASHTO—Roadway Lighting Design Guide o AASHTO—A Policy for Geometric Design of Highways and Streets o AASHTO—Highway Safety Manual o Rule Chapter 5J-17, Florida Administrative Code (F.A.C.), Standards of Practice for Professional Surveyors and Mappers o Chapter 469, Florida Statutes (F.S.)—Asbestos Abatement > o Rule Chapter 62-257, F.A.C., Asbestos Program o Rule Chapter 62-302, F.A.C., Surface Water Quality Standards o Code of Federal Regulations (C.F.R.) N o Florida Administrative Codes (F.A.C.) o Chapters 20, 120, 215, 455, Florida Statutes (F.S.)—Florida Department of Business &Professional Regulations Rules o Florida Department of Environmental Protection Rules o FDOT Basis of Estimates Manual o FDOT Computer Aided Design and Drafting (CADD) Manual o FDOT Standard Plans o FDOT Flexible Pavement Design Manual o FDOT-Florida Roundabout Guide o FDOT Handbook for Preparation of Specifications Package CL o FDOT Standard Plans Instructions o FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways ("Florida Greenbook") o FDOT Materials Manual o FDOT Pavement Type Selection Manual o FDOT Design Manual o FDOT Procedures and Policies o FDOT Procurement Procedure 001-375-030, Compensation for Consultant Travel Time on Professional Services Agreements o FDOT Project Development and Environmental Manual 2 PROJECT DESCRIPTION A-8 -36- Packet'Pg. 173 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 o FDOT Project Traffic Forecasting Handbook o FDOT Public Involvement Handbook o FDOT Rigid Pavement Design Manual o FDOT Standard Specifications for Road and Bridge Construction o FDOT Utility Accommodation Manual o Manual on Speed Zoning for Highways, Roads, and Streets in Florida o Federal Highway Administration(FHWA) -Manual on Uniform Traffic Control Devices (MUTCD) o FHWA—National Cooperative Highway Research Program(NCHRP) Report 672, Roundabouts: An Informational Guide o FHWA Roadway Construction Noise Model (RCNM) and Guideline HandbookCL c o Florida Fish and Wildlife Conservation Commission- Standard Manatee Construction Conditions 2005 o Florida Statutes (F.S.) 0. o Florida's Level of Service Standards and Guidelines Manual for Planning o Model Guide Specifications—Asbestos Abatement and Management in Buildings,National Institute for Building Sciences(NIBS) o Quality Assurance Guidelines o Safety Standards o Any special instructions from the DEPARTMENT ■ Roadway o FDOT—Florida Intersection Design Guide o FDOT -Project Traffic Forecasting Handbook o FDOT - Quality/Level of Service Handbook o Florida's Level of Service Standards and Highway Capacity Analysis for N the SHS o Transportation Research Board(TRB) -Highway Capacity Manual E ■ Permits o Chapter 373, F.S.—Water Resources o US Fish and Wildlife Service Endangered Species Programs o Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits o Bridge Permit Application Guide, COMDTPUB P16591.3C o Building Permit ■ Drainage o FDOT Bridge Hydraulics Handbook o FDOT Culvert Handbook o FDOT Drainage Manual o FDOT Erosion and Sediment Control Manual o FDOT Exfiltration Handbook o FDOT Hydrology Handbook o FDOT Open Channel Handbook o FDOT Optional Pipe Materials Handbook 2 PROJECT DESCRIPTION A-9 -37- Packet Pg. 174 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 o FDOT Storm Drain Handbook o FDOT Stormwater Management Facility Handbook o FDOT Temporary Drainage Handbook o FDOT Drainage Connection Permit Handbook o FDOT Bridge Scour Manual ■ Survey and Mapping o All applicable Florida Statutes and Administrative Codes o Applicable Rules, Guidelines Codes and authorities of other Municipal, County, State and Federal Agencies. o FDOT Aerial Surveying Standards for Transportation Projects Topic 550- 020-002 c o FDOT Right of Way Mapping Handbook CL o FDOT Surveying Procedure Topic 550-030-101 o Florida Department of Transportation Right of Way Procedures Manual CL o Florida Department of Transportation Surveying Handbook o Right of Way Mapping Procedure 550-030-015 c ■ Traffic Engineering and Operations and ITS o AASHTO -An Information Guide for Highway Lighting o AASHTO -Guide for Development of Bicycle Facilities o FHWA Standard Highway Signs Manual o FDOT Manual on Uniform Traffic Studies (MUTS) o FDOT Median Handbook o FDOT Traffic Engineering Manual o National Electric Safety Code o National Electrical Code N ■ Florida's Turnpike Enterprise o Florida's Turnpike Plans Preparation and Practices Handbook(TPPPH) o Florida's Turnpike Lane Closure Policy E o Florida's Turnpike Drainage Manual Supplement o Rigid Pavement Design Guide for Toll Locations with Electronic Toll Collection o Flexible Pavement Design Guide for Toll Locations with Electronic Toll 2 Collection o Florida's Turnpike General Tolling Requirements (GTR) o Additional Florida's Turnpike Enterprise standards, guides, and policies for design and construction can be found on the FTE Design Website: http://design.floridasll=ike.com ■ Traffic Monitoring o American Institute of Steel Construction (AISC) Manual of Steel Construction,referred to as "AISC Specifications" o American National Standards Institute (ANSI) RP-8-00 Recommended Practice for Roadway Lighting o AASHTO AWS D1.1/ANSI Structural Welding Code— Steel 2 PROJECT DESCRIPTION A-10 -38- Packet Pg. 175 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 o AASHTO D 1.5/AWS D 1.5 Bridge Welding Code o FHWA Traffic Detector Handbook o FDOT General Interest Roadway Data Procedure o FHWA Traffic Monitoring Guide o FDOT's Traffic/Polling Equipment Procedures ■ Structures o AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and Interims o AASHTO LRFD Movable Highway Bridge Design Specifications and Interims o AASHTO Standard Specifications for Structural Supports for Highway _ Signs, Luminaires and Traffic Signals, and Interims. o AASHTO/-AWS-D1. 5M/D1.5: An American National Standard Bridge Welding Code 0. o AASHTO Guide Specifications for Structural Design of Sound Barriers o AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges o FDOT Bridge Load Rating Manual o FDOT Structures Manual o FDOT Structures Design Bulletins (available on FDOT Structures web site only) o c ■ Geotechnical 2 o FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary Specifications o Manual of Florida Sampling and Testing Methods o Soils and Foundation Handbook ■ Landscape Architecture o Florida Department of Agriculture and Consumer Services Grades and Standards for Nursery Plants ■ Architectural o Building Codes o Florida Building Code: CL • Building • Fuel Gas • Mechanical • Plumbing • Existing Building o Florida Accessibility Code for Building Construction o Rule Chapter 60D, F.A.C., Division of Building Construction o Chapter 553, F.S.—Building Construction Standards o ANSI Al 17.1 2003 Accessible and Usable Building and Facilities 2 PROJECT DESCRIPTION A-11 -39- Packet Pg. 176 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 o Titles II and III, Americans With Disabilities Act(ADA), Public Law 101- 336; and the ADA Accessibility Guidelines (ADAAG) ■ Architectural—Fire Codes and Rules o National Fire Protection Association(NFPA) -Life Safety Code o NFPA 70 -National Electrical Code o NFPA 101 - Life Safety Code o NFPA 10 - Standard for Portable Fire Extinguishers o NFPA 11 - Standard for Low-Expansion Foam Systems o NFPA I IA- Standard for High- and Medium-Expansion Foam Systems o NFPA 12 - Standard for Carbon Dioxide Extinguishing Systems o NFPA 13 -Installation of Sprinkler Systems _ o NFPA 30 -Flammable and Combustible Liquids Code o NFPA 54 -National Gas Fuel Code o NFPA 58 - LP-Gas Code 0. o Florida Fire Prevention Code as adopted by the State Fire Marshal— Consult with the Florida State Fire Marshal's office for other frequently c used codes. ■ Architectural—Extinguishing Systems E o NFPA 10 - Fire Extinguishers o NFPA 13 - Sprinkler o NFPA 14 - Standpipe and Hose System o NFPA 17 - Dry Chemical o NFPA 20 - Centrifugal Fire Pump o NFPA 24 - Private Fire Service Mains o NFPA 200 - Standard on Clean Agent Fire Extinguishing Systems N ■ Architectural—Detection and Fire Alarm Systems o NFPA 70 - Electrical Code o NFPA 72 - Standard for the Installation, Maintenance and Use of Local E Protective Signaling Systems o NFPA 72E -Automatic Fire Detectors o NFPA 72G-Installation, Maintenance, and Use of Notification Appliances o NFPA 72H-Testing Procedures for Remote Station and Proprietary Systems 0 o NFPA 74 - Household Fire Warning Equipment 0. o NFPA 75 - Protection of Electronic Computer Equipment ■ Architectural—Mechanical Systems o NFPA 90A-Air Conditioning and Ventilating Systems o NFPA 92A- Smoke Control Systems o NFPA 96 -Removal of Smoke and Grease-Laden Vapors from Commercial Cooking Equipment o NFPA 204M - Smoke and Heating Venting ■ Architectural—Miscellaneous Systems 2 PROJECT DESCRIPTION A-12 -40- Packet jPg. 177 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 o NFPA 45 - Laboratories Using Chemicals o NFPA 80 -Fire Doors and Windows o NFPA 88A -Parking Structures o NFPA 105- Smoke and Draft-control Door Assemblies o NFPA 110 -Emergency and Standby Power Systems o NFPA 220 -Types of Building Construction o NFPA 241 - Safeguard Construction, Alteration, and Operations o Rule Chapter 69A-47, F.A.C., Uniform Fire Safety For Elevators o Rule Chapter 69A-51, F.A.C., Boiler Safety ■ Architectural—Energy Conservation o Rule Chapter 60D-4, F.A.C., Rules For Construction and Leasing of State _ Buildings To Insure Energy Conservation o Section 255.255, F.S., Life-Cycle Costs 0. ■ Architectural—Elevators o Rule Chapter 61C-5,F.A.C., Florida Elevator Safety Code o ASME A-17.1, Safety Code for Elevators and Escalators o Architectural—Floodplain Management Criteria o Section 255.25, F.S.,Approval Required Prior to Construction or Lease of Buildings o Rules of the Federal Emergency Management Agency (FEMA) ■ Architectural—Other c o Rule Chapter 64E-6,F.A.C., Standards for On Site Sewage Disposal Systems (Septic Tanks) o Rule Chapter 62-600, F.A.C., Domestic Wastewater Facilities o Rule Chapter 62-761, F.A.C., Underground Storage Tank Systems o American Concrete Institute o American Institute of Architects -Architect's Handbook of Professional Practice E o American Society for Testing and Materials -ASTM Standards o Brick Institute of America o DMS - Standards for Design of State Facilities o Florida Concrete Products Association o FDOT—ADA/Accessibility Procedure o FDOT—Building Code Compliance Procedure o FDOT—Design Build Procurement and Administration o LEED (Leadership in Energy and Environmental Design) Green Building Rating System o National Concrete Masonry Association o National Electrical Code o Portland Cement Association- Concrete Masonry Handbook o United State Green Building Council (USGBC) 2.22 Services to be Performed by the COUNTY When appropriate and/or available, the COUNTY will provide project data including: 2 PROJECT DESCRIPTION A-13 -41- Packet Pg. 178 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 ■ All information that may come to the COUNTY pertaining to future improvements. ■ All future information that may come to the COUNTY during the term of the CONSULTANT's Agreement, which in the opinion of the COUNTY is necessary for the prosecution of the work. ■ Available traffic and planning data. ■ All approved utility relocations. ■ Any necessary title searches. ■ All available information in the possession of the COUNTY pertaining to utility companies whose facilities may be affected by the proposed construction. ■ All future information that may come to the COUNTY pertaining to subdivision plans so that the CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right of way. ■ Existing right of way.maps. ■ Existing pavement evaluation reports. 0. ■ Design Reports ■ Letters of authorization designating the CONSULTANT as an agent of the COUNTY in accordance with F.S. 337.274. ■ Phase reviews of plans and engineering documents. ■ Regarding Environmental Permitting Services: ■ Approved Permit Document when available. ■ Approval of all contacts with environmental agencies. ■ Appropriate signatures on application forms. c N 0 CL 2 PROJECT DESCRIPTION A-14 -42- Packet Pg. 179 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 3 PROJECT COMMON AND PROJECT GENERAL TASKS Project Common Tasks Project Common Tasks, as listed below, are work efforts that are applicable to many project activities, 4 (Roadway Analysis)through 35 (Geotechnical). These tasks are to be included in the project scope in each applicable activity when the described work is to be performed by the CONSULTANT. Cost Estimates: The CONSULTANT is responsible for producing a construction cost estimate and reviewing and updating the cost estimate when scope changes occur and/or at milestones of the project. A Summary of Pay Items sheet shall be prepared with all required Plans submittals as required. Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the Standard Specifications for Road and c Bridge Construction and the workbook of implemented modifications. A Technical Special Provision shall not modify the Standard Specifications and E implemented modifications in any way. The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements, method of measurement and basis of payment. c Field Reviews: The CONSULTANT shall make as many trips to the project site as required to obtain necessary data for all elements of the project. N Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of this contract. This includes meetings with COUNTY and/or Agency staff,between disciplines and subconsultants, such as local governments, progress review meetings (phase review), and miscellaneous meetings. The CONSULTANT shall prepare, and submit to the COUNTY's Project Manager for review,the meeting minutes for all meetings attended by them. Quality Assurance/Quality Control: It is the CONSULTANT'S responsibility to independently and continually QC their plans and other deliverables. The CONSULTANT should regularly communicate with the COUNTY's Design Project Manager to discuss and 0. resolve issues or solicit opinions from those within designated areas of expertise. The CONSULTANT shall be responsible for the professional quality,technical accuracy and coordination of all surveys, designs, drawings, specifications and other services furnished by the CONSULTANT and their subconsultant(s) under this contract. The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all maps, design drawings, specifications, and other documentation prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be 3 PROJECT COMMON AND PROJECT GENERAL TASKS A-1.5 -43- Packet Pg. 180 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 documented to verify that the required procedures were followed. The Quality Control Plan shall be one specifically designed for this project. The Quality Control Plan shall include the names of the CONSULTANT's staff that will perform the quality control reviews. The Quality Control reviewer shall be a Florida Licensed Professional Engineer fully ,prequalified under F.A.C. 14-75 in the work type being reviewed. A marked up set of prints from a Quality Control Review indicating the reviewers for each component(structures, roadway, drainage, signing and marking) and a written resolution of comments on a point- by-point basis will be required, if requested by the COUNTY,with each phase submittal. The responsible Professional Engineer that performed the Quality Control review will sign a statement certifying that the review was conducted and found to meet required specifications. The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other products and services. 0. Supervision: The CONSULTANT shall supervise all technical design activities. Coordination: The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of construction documents. Project General Tasks 0 Project General Tasks, described in Sections 3.1 through 3.7 below, represent work efforts that are applicable to the project as a whole and not to any one or more specific project activity. The work described in these tasks shall be performed by the CONSULTANT when0. included in the project scope. �-- N 3.1 Public Involvement Public involvement includes communicating to all interested persons, groups,and government organizations information regarding the development of the project.In addition to WSP's pubic involvement support,the services of Erin L.Deady,P.A are available for r� this task as"Optional',if the County deems it necessary(refer to attached proposal). WSP will assist with this task as stated below. 3.1.9 Public Meeting Preparations 0 The CONSULTANT shall prepare the necessary materials for use in public meetings. CL 3.1.10 Public Meeting Attendance and Follow-up The CONSULTANT shall attend public meeting(s),assist with meeting setup and take down. The CONSULTANT shall also prepare a summary of the public meeting that includes all copies of all materials shown or provided at the public meeting. The summary shall also include a listing of all written comments made during or after the meeting and responses to those written comments. The CONSULTANT will attend the meetings with an appropriate number of personnel to 3 PROJECT COMMON AND PROJECT GENERAL TASKS A-16 -44- Packet Pg. 181 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 assist the COUNTY'S Project Manager. It is estimated for this project there will be four Public meetings during the design. 3.3 Specifications Package Preparation The CONSULTANT shall prepare and provide a specifications package. The Specifications Package shall be prepared using the FDOT Standard Specifications. The specifications package shall address all items and areas of work and include any Mandatory Specifications c, and Technical Special Provisions. 3.4 Contract Maintenance and Project Documentation 0 Contract maintenance includes project management effort for complete setup and CL maintenance of files, electronic folders and documents, developing technical monthly progress reports and schedule updates.Project documentation includes the compilation and CL delivery of final documents,reports or calculations that support the development of the contract plans. 0 3.6 Prime Consultant Project Manager Meetings Includes only the Prime Consultant Project Manager's time for travel and attendance at Activity Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab 3 Project General Task of the staff hour forms. Staff hours for other personnel attending Activity Technical Meetings are included in the meeting task for that specific Activity. 3.8 Post Design Services Post Design Services include pre-construction meeting attendance, contractor shop drawing reviews,responses to contractor RFIs(requests for information), attend periodic site visits, and review of as-builts from surveys and markups provided by contractor. Attendance of construction progress meetings is excluded from this scope of services. r9 0 U CL 3 PROJECT COMMON AND PROJECT GENERAL TASKS A-17 -45- Packet jPg. 182 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 4 ROADWAY ANALYSIS The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable manuals, guidelines, standards,handbooks,procedures, and current design memorandums. 4.3 Pavement Design Package The CONSULTANT shall provide an approved Pavement Design Package prior to the 60% plans submittal date. A total of two pavement designs(one per neighborhood)are anticipated. This effort includes estimation of ESAL value if traffic data is available and review of pavement coring data through coordination with the geotechnical engineer. CL 4.5 Horizontal/Vertical Master Design Files 0. The CONSULTANT shall design the geometries using the Standard Plans that are most appropriate with proper consideration given to the design traffic volumes, design speed, o capacity and levels of service, functional classification, adjacent land use, design consistency and driver expectancy, aesthetics,existing vegetation to be preserved,pedestrian and bicycle concerns, ADA requirements and scope of work. 4.9 Cross Section Design Files The CONSULTANT shall establish and develop cross section design files in accordance with the COUNTY's CADD standards if available. 2 4.10 Traffic Control Analysis The CONSULTANT shall design a safe and effective Traffic Control Plan to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings, and detour quantity tabulations, roadway pavement, drainage structures, ditches,front slopes, back slopes, drop offs within clear zone, and traffic monitoring sites. Special consideration shall be given to the construction of the drainage system when developing the construction phases. Positive drainage must be maintained at all times.The design shall include construction phasing of roadways to accommodate the construction or relocation of utilities. The CONSULTANT shall investigate the need for temporary traffic signals,temporary lighting, alternate detour roads and the use of materials such as sheet piling to the analysis. P� g � Y The Traffic Control Plan shall be prepared by a certified designer who has completed training as required by FDOT COUNTY. Before proceeding with the Traffic Control Plan, the CONSULTANT shall meet with the appropriate COUNTY personnel. The purpose of this meeting is to provide information to the CONSULTANT that will better coordinate the Preliminary and Final Traffic Control Plan efforts. The CONSULTANT shall consider the local impact of any lane closures or alternate routes. When the need to close a road is identified during this analysis,the CONSULTANT shall notify the COUNTY's Project Manager as soon as possible. Proposed road closings must be reviewed and approved by the COUNTY. Diligence shall be used to minimize negative impacts by appropriate specifications, recommendations or plans development. Local 4 ROADWAY ANALYSIS A-18 -46- Packet Pg. 183 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 impacts to consider will be local events, holidays,peak seasons, detour route deterioration and other eventualities. CONSULTANT shall be responsible to obtain local authorities permission for use of detour routes not on state highways. 4.16 Quantities The CONSULTANT shall develop accurate quantities and the supporting documentation, 2 including construction days when required. 0 U 4.17 Cost Estimate-To be developed at 60%,90% and 100% design submittals. 4.20 Field Reviews 0 4.23 Quality Assurance/Quality Control 0 0 N 0 CL 4 ROADWAY ANALYSIS A-19 -47- Packet Pg. 184 . C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 5 ROADWAY PLANS The CONSULTANT shall prepare Roadway plans, notes, and details. The plans shall include the,following sheets necessary to convey the intent and scope of the project for the purposes of construction. 5.1 Key Sheet 5.2 Summary of Pay Items Including Quantity Input N 5.3 Typical Section Sheets CL 5.3.1 Typical Sections—A total of four typical sections are anticipated 5.4 General Notes/Pay Item Notes CL 5.5 Summary of Quantities Sheets 5.6 Project Layout 5.7 Plan/Profile Sheet-To include roadway geometry,pavement, signing and pavement marking features. Plans will be at 1"=20'horizontal scale on 11"x17" sheet size. Effort includes sheet setup and minor labeling only. 5.8 Profile Sheet 5.9 Plan Sheet N 5.15 Special Details 5.18 Cross Sections 5.28 Quality Assurance/Quality Control 0 CL 5 ROADWAY PLANS A-20 -48- Packet jPg. 185 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 6a DRAINAGE ANALYSIS The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines, standards, handbooks,procedures, and current design memorandums. The CONSULTANT shall be responsible for designing a drainage and stormwater management system. All design work shall comply with the requirements of the appropriate regulatory agencies and the FDOT's Drainage Manual. .N The CONSULTANT shall coordinate fully with the appropriate permitting agencies and the COUNTY's staff. All activities and submittals should be coordinated through the COUNTY's Project Manager. The work will include the engineering analyses for any or all of the following: CL 6a.1 Drainage Map Hydrology o 0 Create a(pre and/or post condition)working drainage basin map to be used in defining the system hydrology. This map shall incorporate drainage basin boundaries, existing survey and/or LiDAR and field observations,as necessary,to define the system. Basin delineations shall also include any existing collection systems in a logical manner to aid in the m development of the hydraulic model. Include coordination hours needed to convey drainage hydrologic features onto produced drainage maps. 6a.9 Design of Storm Drains 2 Delineate contributing drainage areas, determine runoff, inlet locations, and spread. W Calculate hydraulic losses(friction, utility conflict and, if necessary, minor losses). N Determine design tailwater and, if necessary, outlet scour protection. 6a.12 Drainage Wells Design the discharge into deep wells to comply with regulatory requirements. Identify the location of the well, design the control structure/weir, and model the system using a routing program. 0 6a.13 Drainage Design Documentation Report CL Compile drainage design documentation into report format. Include documentation for all the drainage design tasks and associated meetings and decisions, except for stand-alone reports,such as the Pond Siting Analysis Report and Bridge Hydraulics Report. 6a.16 Cost Estimate Prepare cost estimates for the drainage components, except bridges and earthwork for stormwater management and flood compensation sites. 6a DRAINAGE ANALYSIS A-21 -49- Packet Pg. 186 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 6a.17 Technical Special Provisions/Modified Special Provisions 6a.20 Other Drainage Analysis Includes all efforts for a drainage task not covered by an existing defined task.Includes all efforts for developing two(orie per neighborhood)system-wide 1-dimensional hydrologic and hydraulic computer models of the drainage systems. Also include hydraulic analysis of pump stations as follows: U The work under this project is comprised of two(2)new storm water pump stations: one(1) LM serving the Twin Lakes Community in Key Largo; and one(1)serving the Sands Community in Big Pine Key. Each pump station will include a stormwater treatment system. 0 Engineering services for the proposed pump stations and improvements shall provide design drawings and specifications in accordance with the requirements of Monroe County. WSP will prepare the detailed hydraulic modelling for the pump station components. Two 0. hydraulic models swill be prepared: one(1)for the proposed Twin Lakes Community pump station in Key Largo; and one(1)for the proposed Sands Community pump station in Big o Pine Key. This task also includes coordinating the specific design elements for the pump station with m the lead structural and geotechnical engineers responsible for the structural design of the pump station structures. WSP will determine the necessary invert elevations, dimensions, and clearances related to the proposed drainage system,and will provide to the lead structural and geotechnical engineers. WSP will then incorporate the necessary modifications into the drainage analysis and design plans. > 0 WSP will be responsible for: • Coordination with the pump manufacturer(Xylem/Flygt or equal approved by Monroe County)for the purposes of determining the physical and performance measures of the pumps and pump station wet well complying with the County's design requirements; • Coordination with the pollution control structure manufacturer(Contech Engineered Solutions or equal approved by Monroe County)for the purposes of determining the physical and performance measures complying with the County's design requirements. • WSP will be responsible for the detailed design and preparation of AutoCAD-based design files related to the two(2)proposed pump stations,which includes design and development of the trash rack, pollution control structures, associated pipes, and pump station wet well. 6a.21 Field Reviews 6a.24 Quality Assurance/Quality Control 6a DRAINAGE ANALYSIS A-22 -50- Packet Pg. 187 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 6b DRAINAGE PLANS The CONSULTANT shall prepare Drainage plan sheets, notes, and details. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction. 6b.3 Summary of Drainage Structures 6b.6 Pump Station Plans,Details and Notes Effort includes all engineering, design, sheet setup and drafting. 1. Site Plan with proposed drainage element locations 2. Horizontal control plan of proposed drainage system 0. 3. Pump Station general notes 4. Pump Station plans, cross sections and detail sheets: a. Pump Station Mechanical Plan Sheet 0 b. Wet Well Plan, Sections and Details c c. Junction Box plan and details �-- N d. Trash Rack plan and details e. Pollution Treatment Unit plan and details f. Dissipater Structure Plan and details 6b.11 Erosion Control Plan Sheet(s) - Plans will beat 1"=100' horizontal scale on 11"x17" sheet size and dual panel sheets. CL 6b.12 SWPPP Sheet(s) 6b.13 Quality Assurance/Quality Control 6b DRAINAGE PLANS A-23 -51- Packet Pg. 188 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 7 UTILITIES The CONSULTANT shall identify utility facilities and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the COUNTY's construction project are addressed. 7.2 Identify Existing Utility Agency Owner(s) The Consultant shall identify all utilities within and adjacent to the project limits that may be impacted by the project. 7.3 Make Utility Contacts CL First Contact: The CONSULTANT shall send letters and a set of plans to each utility. Includes contact by phone for meeting coordination. 0. Second Contact: At a minimum of 4 weeks prior to the meeting,the CONSULTANT shall o transmit a set of 60% plans and the utility conflict information(when applicable and in the format requested by the COUNTY)to each UAO having facilities located within the project limits. Not all projects will have all contacts as described above. 7.7 Collect and Review Plans and Data from UAO(s) The CONSULTANT shall review utility marked plans and data individually as they are received for content. Ensure information from the UAO(utility type, material and size) is 0. sent to the designer for inclusion in the plans. N 7.11 Utility Coordination/Follow-up The CONSULTANT shall provide utility coordination and follow up. This includes follow- up,and interpreting plans. Includes phone calls, face-to-face meetings, etc.Ensure the resolution of all known conflicts. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. This task can be applied to all phases of the project. 0 CL 7 UTILITIES A-24 -52- Packet Pg. 189 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 8 ENVIRONMENTAL PERMITS, COMPLIANCE AND ENVIRONMENTAL CLEARANCES This task will be conducted by Bermello Ajamil and Partners, Inc. (refer to attached proposal). 8.12 Stormwater Drainage Permits -The purpose of this task is to obtain Federal, State and Local permits for the construction of the drainage systems. This task includes preparation of the required supporting documentation necessary to .N secure permits.WSP shall respond to requests for additional information (RAI) from permitting agencies. 8.18 Quality Assurance/Quality Control 0. 0 N 0 8 ENVIRONMENTAL PERMITS,COMPLIANCE AND ENVIRONMENTAL CLEARANCES A-25 -53- Packet Pg. 190 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS The CONSULTANT shall analyze, design,and develop contract documents for all structures in accordance with applicable provisions as defined in Section 2.19, Provisions for Work. Individual tasks identified in Sections 9 through 18 are defined in Section 2. 20, Provisions for Work. Contract documents shall display economical solutions for the given conditions. c The CONSULTANT shall provide Design Documentation to the COUNTY with each submittal consisting of structural design calculations and other supporting documentation developed during the development of the plans. The design calculations submitted shall _ adequately address the complete design of all structural elements. These calculations shall be neatly and logically presented on digital media or, at the COUNTY's request, on 8 "xI 1"paper and all sheets shall be numbered. The final design calculations shall be signed 0. and sealed by a Florida-licensed professional engineer. A cover sheet indexing the contents of the calculations shall be included and the engineer shall sign and seal that sheet. All computer programs and parameters used in the design calculations shall include sufficient backup information to facilitate the review task. 9.13 Quality Assurance/Quality Control 0 0 N r 0 CL 9 STRUCTURES—SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS A-26 I -54- Packet Pg. 191 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 17 STRUCTURES -RETAINING WALLS The CONSULTANT shall prepare plans-for Retaining Wall(s) as specified in Section 2.5. General Requirements Cast-In-Place Retaining Walls 17.11 Design 17.13 General Notes CL 17.15 Sections and Details 0 0 0 N 0 CL 17 STRUCTURES—RETAINING WALLS A-27 -55- Packet Pg. 192 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 18 STRUCTURES -MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5. Special Structures 0 18.30 Special Structures 0. 0 N 0 18 STRUCTURES—MISCELLANEOUS A-28 -56- Packet Pg. 193 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 19 SIGNING AND PAVEMENT MARKING ANALYSIS The CONSULTANT shall analyze and document Signing and Pavement Markings Tasks in accordance with all applicable manuals, guidelines, standards, handbooks,procedures, and current design memorandums. 19.3 Reference and Master Design File The CONSULTANT shall prepare the Signing&Marking Design file to include all necessary design elements and all associated reference files. 19.7 Quantities CL 19.8 Cost Estimate CL 19.13 Quality Assurance/Quality Control 0 0 N E 0 CL 19 SIGNING AND PAVEMENT MARKING ANALYSIS A-29 -57- ' Packet Pg. 194 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 27 SURVEY This task will be conducted by Longitude Surveyors (refer to attached proposal). 0 c 0 0 0 N 0 CL 27 SURVEY A-30 -58- Packet Pg. 195 C.3.a Engineering Design and Permitting for the Sea Level Rise Pilot Project(Big Pine Key and Key Largo) October 23,2018 35 GEOTECHNICAL This task will be conducted by Terracon Consultants, Inc. (refer to attached proposal). 0 0 0 N 0 CL 35 GEOTECHNICAL A-31 -59- Packet Pg. 196 C.3.a c c, c CL EL Attachment 1 0 Scope of Services for Bermello, Ajamil & Partners and > Cummins Cederberg N 0 CL -60- Packet jPg. 197 C.3.a SCOPE OF SERVICES MONROE COUNTY—Twin Lakes and The Sand Community August 28, 2018 I. BACKGROUND In early July 2018, WSP was selected by Monroe County to provide engineering services 0 for the Twin Lakes and the Sands Community as noted in the project description below. As subconsultants for this project, WSP has requested to provide a scope and fees for N the professional services for environmental permitting to Bermello Ajamil and Cummins Cederberg. II. PROJECT DESCRIPTION This Scope of Work has been prepared by Bermello Ajamil (BA) and Cummins Cederberg 0. (CC) staff in coordination with WSP staff in accordance to Monroe County RFQ for the following projects: Twin Lakes Development Road Improvement Project, Key Largo It is our understanding that the proposed Project consists of: (1) raising the existing road elevation for Shaw Drive (south of Crane Street), Crane Street, and Adams Drive; (2) installing a 1 foot wide gravity wall along the north section of the west side of Shaw Drive (south of Crane Street); and (3) installing stormwater drainage Class V injection wells for final disposal. Sands Community Road Improvement Project, Big Pine Key It is our understanding that the proposed Project consists of: (1) raising the existing road -- elevation for Father Tony Way and (2) installing stormwater drainage Class V injection wells for final disposal. III. SCOPE OF WORK The Scope of Work has been divided in several tasks as follows: Responsible Task Description Entity CL 1 Meetings, Site Visits and Work Plan BA/CC 2 Field Investigations 2.1 Twin Lakes Wetland Delineation BA/CC 3.3 Permitting '3.1 Environmental Permittin - Twin Lakes 3.1.1 South Florida Water Management District BA 3.1.2 Fish and Wildlife CC 3.1.4 Florida Department of Environmental Protection BA 3.2 Environmental'Permitting - The Sands 3.2.1 South Florida Water Management District BA 3.2.2 Fish and Wildlife ICC -61- Packet Pg. 198 C.3.a 3.2.4 1 Florida Department of Environmental Protection BA Task 1 — Meetings,"Site Visits and_Work_Plan - -- During this task, Bermello Ajamil (BA) and Cummins Cederberg (CC) staff will coordinate with WSP and Monroe County staff in the preparation of the Work Plan, including the list of permits, streetscape design and specifications, communication plan and project ca schedule among other issues pertaining to the project. BA and CC staff will also be attending a kick-off meeting and periodic teleconferences or meetings and site visits to review the project status and other coordination meetings with stakeholders and regulatory agencies, as needed. CL Deliverable Task 1 — Work plan, site visits and kickoff meeting minutes Deliverables for this task include the preparation of the draft and final project work plan. It is estimated that up to two (2) meetings or conference calls with each of the regulatory agencies, one (1) kick-off meeting and periodic meetings/teleconferences with the Client, for project updates, will be required Task 2 Field Investigations Under this task, BA and CC will review background information, site conditions and other E existing environmental/permitting documentation for each project site. BA and CC will conduct field investigations (wetland delineation). • Sub-Task 2.1 Twin Lakes Wetland Delineation: Cummins Cederberg will do a desk top review of the existing wetland area and will conduct a wetland delineation along Shaw < Drive, south of Crane Street, approximately 500 linear feet. Using a handheld Trimble GPS unit, biologists will locate the eastern limits of the wetland, situated along the west side of Shaw Drive. The eastern limits of the wetland will be plotted onto a basemap. The fees for this scope of services includes equipment rental and expenses. Sub-Task 2.1 — Deliverables: Basemap depicting the eastern limits of the wetland in PDF and CAD. Task 3 — Environmental Permitting_, BA and CC staff will coordinate all permitting activities, including scheduling and participating in pre-application meetings as noted in Task 1, preparing permit applications and other pertinent application documents required by the regulatory agencies to process the following permits for each project: E Sub-Task 3.1 Environmental Permitting —Twin Lakes Community • Sub-Task 3.1.1 Environmental Resource Permit—South Florida Water Management District Stormwater Management System: Under this task BA will coordinate and schedule a pre-application meeting as noted in Task 1 and correspondence with South Florida Water Management District (SFWMD) to -62- Packet Pg. 199 C.3.a discuss stormwater management-design criteria, calculations and construction details as required for an Individual Environmental Resource Permit (ERP), Form 62-330.060(1) including Sections A, C, D and E. BA staff will coordinate with WSP in the engineering and design of the proposed stormwater management system including calculations and construction drawings per section 63-330-451. The wetland delineation survey performed under Task 2.1, for the Twin Lakes Community, is required to determine the eastern limits of the wetland along Shaw Drive, �i as it relates to the proposed road improvements. The existing wetland limits should be overlaid with the proposed construction drawings to show that there will be no permanent impacts to the wetland due to the project construction. Under this task, BA will coordinate with WSP to prepare detail drawings for the construction of the proposed retainage walls and evaluate construction details and an action plan to avoid/minimize temporary impacts of the wetland during,construction. This scope assumes that wetland mitigation will be not be required and mitigation calculations and negotiations are not included. CL Sub-Task 3.1.1 —Deliverables: BA will coordinate the processing of the applications through the regulatory agencies, including attendance to meetings with the agencies during the permitting process that may be necessary to receive the approval. Deliverables include one (1) submittal of the application and supporting documents and up to two (2) responses to agency requests for additional information. 4- 0 • Sub-Task 3.1.2 Fish and Wildlife services 2 Under this task BA and CC will coordinate with US Fish and Wildlife Services. N Sub-Task 3.1.2—Deliverables: CC will coordinate the processing of the applications through the regulatory agencies, including attendance to meetings with the agencies during the permitting process that may be necessary to receive the approval. Deliverables include one (1) submittal of the application and supporting documents and up to two (2) responses to agency requests for additional information. • Sub-Task 3.1.4 Florida Department of Environmental Protection (FDEP) permits Under this task, BA will prepare and submit as Application to Construct/ 0 Operate/Abandon Class V Injection Well Systems (DEP Form 62-528-900(1)) and a Notice of Intent to use NPDES Generic Permit for Stormwater Discharge from Large and Small Construction Activities (Rule 62-621.300(4), F.A.C.), to FDEP for stormwater discharges during construction E Sub-Task 3.1.4 Deliverables BA will coordinate with FDEP and will prepare and submit all required forms for the Class V injection wells and NPDES permits as required but the regulatory agencies. Sub-Task 3.2 Environmental Permitting — The Sands Community -63- Packet Pg.200 C.3.a • Sub-Task 3.2.1 Environmental Resource Permit—South Florida Water Management District Stormwater Management System: Under this task BA will coordinate and schedule a pre-application meeting as noted in Task 1 and correspondence with South Florida Water Management District (SFWMD) to discuss stormwater management-design criteria, calculations and construction details as required for an Individual Environmental Resource Permit (ERP), Form 62-330.060(1) including Sections A, C, D and E. BA staff will coordinate with WSP in the engineering U and design of the proposed stormwater management system including calculations and construction drawings per section 63-330-451. Task'3.2.1 — Deliverables: BA will coordinate the processing of the applications through the regulatory agencies, including attendance to meetings with the agencies during the permitting process that may be necessary to receive the approval. Deliverables include one (1) submittal of the application and supporting documents and up to two (2) responses to agency requests for additional information. S • Sub-Task 3.2.2 Fish and Wildlife services: E Under this task BA and CC will coordinate with US Fish and Wildlife Services. Sub-Task 3.2.2— Deliverables: CC will coordinate the processing of the applications through the regulatory agencies, including attendance to meetings with the agencies during the permitting process that may be necessary to receive the approval. Deliverables include one (1) submittal of the application and supporting documents and up to two (2) responses to agency requests for additional information. N • Sub-Task 3.2.4 Florida Department of'Environmental Protection (FDEP) permits Under this task, BA will prepare and submit as Application to Construct/ Operate/Abandon Class V Injection Well Systems (DEP Form 62-528-900(1)) and a Notice of Intent to use NPDES Generic Permit for Stormwater Discharge from Large and Small Construction Activities (Rule 62-621.300(4), F.A.C.), to FDEP for stormwater discharges during construction Sub-Task 3.2.4 Deliverables BA will coordinate with FDEP and will prepare and submit all required forms for the Class V injection wells and NPDES permits as required but the regulatory agencies. -64- Packet Pg.201 C.3.a Twin Lakes Development Road Improvement Pro"ect, Key Largo H cu Raise the roads(Shaw Dr,Adams l� w Dr,Crane 5t)and install retaining "� � � � �"S well along Shaw Dr. � •ch ry W - _ ECL L' � "c ,� r f - U) 0 t w-- - Install pump station(s)and outfall at Crane e1' E 0 0 -65- N r9 cu 0 U CL Packet Pg.202 C.3.a Sands Community Road Improvement Project, Big Pine Key ° Install pump station(s)with; eautf u�l 6et peen Avenue J and Raisc�t��e road e@eaati�a��f FaiFaer Avenue I. CL tJ x z. F 4 I r; U) - t3 a� � 4 0 r a � h a C > 0 -aft- W N M 0 CL Packet Pg.203 C.3.a 0 c CL CL Attachment 2 0 Scope of Services for A&P Consulting Transportation Engineers N 0 CL -67- Packet Pg.204 C.3.a WSP USA REQUEST FOR ELECTRICAL DESIGN SCOPE OF WORK Pump Station for Twin Lakes & Sands Community Proposal Monroe County 0. 0 October 16, 2018 2 N Prepared By: 0 APa, CL E N G I N E E R S 10305 NW 41 ST, Suite 115, Doral FL 33178 -68- Packet Pg.205 C.3.a WSP USA Scope of Work - Pump Stations Table of Contents Tableof Contents.....................................................................................................................................i Section1.0 - Introduction................................................................................................................... 2 0 Section2.0 - Project Description..................................................................................................... 2 Section 3.0 - Scope of Work and Deliverables............................................................................2 Section 3.1 Support for Draft Final Engineering Report(FER) /30%Design Submittal...2 Section 3.2 60%Design Submittal (if required)..............................................................:........................4 Section3.3 90%Design Submittal....................................................................................................................5 Section3.4 Permit Package...................................................................................................................................5 Section 3.6 100%Design Submittal.................................................................................................................5 CL Section 4.0-Engineering Services During Construction........................................................................6 0 Section5.0 - Project Design Cost..................................................................................................... 6 0 N 0 CL -69- Packet Pg.206 C.3.a WSP USA Scope of Work - Pump Stations Section 1.0 - Introduction WSP USA required the professional engineering services for the electrical design and permitting for two pump stations at Monroe County, Twin Lakes at Key Largo and Sands Subdivision at Big Pine Key. APCTE is pleased to submit this proposal to perform Electrical and Limited Construction Support Services for the two pump stations above referenced. The design of this project will consider coordination with the Electrical Power Utility, design, permitting and limited c construction services following the Sea Level Rise and local authorities stated criteria's. Section 2.0— Project Description The project includes the following tasks: • Design Work • Support for Draft FER/30% Design Submittal • 60% Design Submittal • 90% Design Submittal • Permit Package • 100% Design Submittal • Limited Construction Support Services Section 3.0—Scope-of Work and Deliverables N Section 3.1 Support for Draft Final Engineering Report(FER)/30% Design Submittal For the development of this sub-task, the following is the responsibility of A&P Consulting and Transportation Engineers: • Provide required electrical information for the Draft Final Engineering Report produced by WSP. • Attendance at Kick-off Meeting. CL • Field Visit to Project Site. • Site Photographs and Videos • Evaluation of Electrical Equipment Layout Configuration to minimize Pump Station Footprint (if required) • Design of an electric generator. -70- Packet Pg.207 C.3.a WSP USA Scope of Work - Pump Stations • Identification of Electrical Power Utility and Municipal Jurisdiction's Special Requirements for Power and SCADA. • Coordination with Electrical Power Utility potential point of services. • Plan Sheets, including but not limited to the following sheets (the following plan listing is anticipated based on the Scope of Work. • E-1 Electrical General Notes • E-2 Electrical Site Plan and Notes • E-3 Power/Control (MPE) and Wiring Schedule • E-4 Electrical Control Panel and Details 0 • E-5 RTU Installation Wiring Diagrams iE = • The electrical design shall include the following: 0. • Electrical Service for this Pump Station will be coordinated with the Monroe County Electrical Utility Company based on the calculated load and location. Also, to withstand utility available fault current and design the service according to the utility standards. Tentatively we are evaluating a 480V, Three Phase, 4 Wire System, final voltage system will be stated once mentioned coordination take place. • Install main disconnect safety switch with fuses sized as per previous mentioned load calculation. c • Stand-by generator set will be provided. Also, an Automatic Transfer Switch (ATS) will be provided allowing the power transfer between normal power and emergency. • Our design includes a "Pump Motor Control Panel" with normal power and emergency circuit breakers which will be mechanically interlocked. For a back- E up electrical system, the above-mentioned emergency circuit breaker will be connected to a special receptacle which will be available for a portable generator. • Pump motor connection boxes will be provided to make the transition from the wet well which is a classified area to a non-classified area. • Wiring, raceway and grounding system. • Terminal blocks in control panel to be interconnected with terminal cable from RTU and terminal cable in control panel if this type of monitoring and control of 0 the pump station is required will be provided. CL • Dry type transformer 480/240-120 VAC to be installed outside the control panel to feed low voltage miscellaneous loads. • Control Panel suitable to be serviced entrance rated. • Size of conduit and grounding conductor shall be upgraded as required by NEC code. -71- Packet Pg.208 C.3.a WSP USA Scope of Work - Pump Stations • Appropriate working and maintenance clearances shall be observed for all new electrical equipment as required by NEC code. • The multi-conductor cables from the submersible pumps shall be cable cord fitting with gland nut and neoprene bushing at the pump motor connection box. Wet well is a Class I Division I Group D Hazardous Location. Seal off shall comply with NEC. • The motor rated Horsepower shall be adequate such that the pump is not overloading at any point in the performance curve from shut-off through run-out. Draft FER/30% Deliverables: Provide 30% Design Plans as follows: CL E-1 & E-2. • Preliminary Opinion of Probable Electrical Costs (in excel format) o Section 3.2 60% Design Submittal The 60% submittal will include, but is not limited to, the following information: Responses from Draft FER/30% Submittal • Plan Sheets, including but not limited to the following sheets (the following plan listing is anticipated based on the Scope of Work. N • E-1 Electrical General Notes • E-2 Electrical Site Plan and Notes • E-3 Power/Control (MPE) and Wiring Schedule • E-4 Electrical Control Panel and Details • E-5 RTU Installation Wiring Diagrams • Updated Opinion of Probable Electrical Costs (in excel format) • Attendance at Submittal Review Meeting. 0 CL 60% Deliverables: • Provide 60% Design Plans as follows: o Three (3) Copies, 11" x 17" Design Plans • Updated Opinion of Probable Electrical Cost (in excel format) -72- Packet Pg.209 C.3.a WSP USA Scope of Work -Pump Stations Section 3.3 90% Design Submittal The 90% submittal shall include, but is not limited to, the following information: • Responses from 60% Submittal Review or 30% Submittal Review. • Revised Plan Sheets, including but not limited to the following sheets (the following plan listing is anticipated based on the Scope of Work. E 0 • E-1 Electrical General Notes • E-2 Electrical Site Plan and Notes • E-3 Power/Control (MPE) and Wiring Schedule • E-4 Electrical Control Panel and Details CL • E-5 RTU Installation Wiring Diagrams CL • Attendance at Submittal Review Meeting. 0 90% Deliverables: • Provide 90% Design Plans as follows: • Updated Opinion of Probable Electrical Cost (in excel format) Section 3.4 Permit Package c A&P Consulting and Transportation Engineers shall support the preparation of the Permit Packages and signed it once the 90% submittal (Permit Dry Run Submittal) has been reviewed and approved. The submittal for the Permit Package will generally be: • Design Plans • Revised 90% Electrical Design Plans and Technical Specifications Signed and Sealed by A&P Consulting and Transportation Engineers' Engineer of Record (EOR). Section 3.5 100% Design Submittal The 100% submittal shall include, but is not limited to, the following information: CL • Responses from 90% Submittal Review • Final Electrical Plan Sheets, including any revisions deemed necessary during the permitting process. • Final Opinion of Probable Electrical Cost Estimate based on bid items in the standardized Proposal (in excel format). Including any revision deemed necessary during the permitting process. -73- Packet Pg.210 C.3.a WSP USA Scope of Work - Pump Stations 100% Deliverables: • Procurement Package containing: • Approved 100% Signed and Sealed Conformed Plans (Three (3) copies of 11" x 17") • Final Opinion of Probable Electrical Cost (one (1) copy) • Electrical Specifications. Updated Construction Schedule Section 4.0 Engineering Services During Construction The Limited Construction Support Services will include the following Tasks: 0. • Review Pre-Bid Documents. 0 • Respond to Pre-Bid Questions from Contractors. • Attendance at Pre-Construction and Public Information Meetings, as required. • Responses to Request for Information (RFI). • Review and approval of Shop Drawings, Review and approval of change order requests. • Review and approval of Shop Drawings, Review and approval of change order requests As-Built Certification. 0 0 N Section 5.0— Project Design Cost The services described herein shall be performed on a lump sum fee basis as per APCTE, in the amount of $33,700.00 for Twin Lakes Pump Station and $32,579.00 for Sands Community Pump Station. Reimbursable expenses for this contract include, printing and reproduction costs. Fees for limited construction support services shall be accounted for in the total compensation. 0 CL -74- Packet Pg.211 C.3.a 0 c CL CL Attachment 3 Scope of Services for Terracon Consultants N 0 CL -75- Packet Pg.212 C.3.a 1 rerracon August 16, 2018 Revised August 29, 2018 Revised September 12, 2018 Revised October 5, 2018 WSP USA E 7650 Corporate Center Drive 0 Suite 300 Miami, Florida 33126 Attn: Andres Cardona, PECL _ Supervising Engineer CL Re: Proposal, Geotechnical Engineering Services (combine) Design and Permitting for the Sea Level Rise Pilot Project Twin Lakes subdivision in Key Largo and Specified roads in the Sands Subdivision in Big Pine Key Monroe County, Florida Proposal No. PH8185048 0 0 Dear Mr. Cardona: Terracon Consultants, Inc. (Terracon) appreciates the opportunity to submit this proposal to N provide soil investigation and engineering services, the purpose of the geotechnical study will be to evaluate the subsurface conditions for the project site, and to provide geotechnical engineering recommendations related to the design and construction of the project components. This proposal outlines our understanding of the project, and provides a scope of services and schedule for the work: Compensation for our services is also described herein. A. PROJECT INFORMATION Site Location CL ITEM: DESCRIPTION" Twin Lakes subdivision in Key Largo and Location specified roads in the Sands Subdivision in Big Pine Key Existing conditions Roadway Current ground cover Grass/weed/trees and asphalt pavement. Responsive ® Resourceful 0 Reliable -76- Packet Pg.213 C.3.a Proposal,Geotechnical Engineering Services 1 r�rr�c®� Design and Permitting for the Sea Level Rise Pilot Project■ Monroe County, FI. October 5, 2018■ Proposal No. PH8185048 Project Description ITEM DESCRIPTION The project will include Pump stations and roadways Structures B. SCOPE OF SERVICES GEOTECHNICAL EVALUATION The services for the Geotechnical Engineering Evaluation to be provided by Terracon are summarized in the following paragraphs. 0 Field Program—As per your request the following field testing/exploration program will be used to evaluate the subsurface conditions at the project site. ■ Field mark boring locations and contact the Sunshine Underground Utility Clearance network for the location of public utilities. Private utilities will also need to be located. 0 ■ Once underground utility clearance is obtained, mobilize a truck mounted drilling rig and drill Standard Penetration Test (SPT) borings in accordance with the table that follows. No.,of Depth Location , Total Footage (feet)" -- Borings (feet) N Proposed Roadway (1250 linear E feet along 3rd Street—Big Pine 9 6 54 and 2890 linear feet along Shaw Drive — Key Largo = Total 4140 linear feet) Boring to be 4 15 60 performed every 300 ft Pump Stations (2 borings to 40 2 40 60 feet) CL ■ The SPT borings will be drilled using mud rotary methods and samples of the subsurface materials will be obtained at frequent vertical intervals in accordance with procedures E outlined in ASTM D 1586 (the Standard Penetration Test). ® Soil sampling in the SPT borings will be completed in general accordance with industry standard procedures wherein split-barrel samples are obtained. SPT split spoon sampling will be continuous to a depth of 10 feet, and at 5 — foot vertical intervals thereafter. In addition, we will observe and record groundwater levels during drilling. Once the samples Responsive ■ Resourceful ■ Reliable 2 -77- Packet Pg.214 C.3.a Proposal,Geotechnical Engineering Services 1 r�rr�c®� Design and Permitting for the Sea Level Rise Pilot Project■ Monroe County, FI. October 5, 2018■ Proposal No. PH8185048 have been collected and classified in the field, they will be placed in appropriate sample containers for transport to our laboratory. The boreholes will be backfilled with grout. ■ Two Field CBR will be performed to obtain the resilient modulus to be use for design of the proposed roadway. One Field CBR will be obtained from 3Id Street in Big Pine Key and one CBR will be obtained from Shaw Drive in Key Largo. 0 ■ We assume that the site is accessible with a truck mounted drilling rig. Subsurface conditions may be encountered which merit alterations of the field boring and/or sampling .N programs described above. However, we will not perform additional scope or incur additional expense without your authorization. Laboratory Testing — The samples will be returned to our laboratory for visual classification by 0. a geotechnical engineer. If organic soils are found within the subsurface materials, laboratory testing of the organic soils will be conducted including moisture content (ASTM D 2216) and 0 organic content (ASTM D 2974). In addition, if silt material is encountered, the samples will be sieved through the-200 sieve to determine the percent of silt. The compressibility and strength of the subsurface materials will be assessed using the SPT Boring N values and laboratory testing. Engineering Analysis and Report — The results of our field and laboratory programs will be evaluated by a professional geotechnical engineer licensed in the State of Florida. Based on the results of our evaluation, an engineering report will be prepared. The report will include the > following: 0 ■ Computer generated boring logs with soil stratification based on visual soil classification ■ Summarized laboratory data ■ Groundwater levels observed during and after completion of drilling ■ Boring location plan ■ Subsurface exploration procedures ■ Encountered soil and bedrock conditions 0 ■ Existing pavement section information ■ Recommendation for the Pump Stations ■ Estimated settlement of foundations ■ Seismic site classification ■ Subgrade preparation and earthwork recommendations ■ Typical pavement thickness recommendations Responsive ■ Resourceful ■ Reliable 3 -78- Packet Pg.215 C.3.a Proposal,Geotechnical Engineering Services �rerracon Design and Permitting for the Sea Level Rise Pilot Project® Monroe County, Fl. October 5, 2018 s Proposal No. PH8185048 Task 1.0 Pump Station SubTask 1.1 Field Work and laboratory testing Deliverable— 1 PDF copy,of field notes and boring logs SubTask 1.2 Preliminary Report Deliverable— 1 PDF and 1 hard copy of preliminary report SubTask 1.3 Final Report 00 Task 2.0 Roadway SubTask 2.1 Field Work and laboratory testing Deliverable— 1 PDF copy'of field notes and boring logs CL SubTask 2.2 Preliminary Report Deliverable— 1 PDF and 1 hard copy of preliminary report 0. SubTask 2.3 Final Report Deliverable— 1 PDF and 1 hard copy of signed and sealed final report 0 SAFETY - IIF E At Terracon, we all have a personal and uncompromising commitment to everyone going home E safely each and every day. Incident and Injury-Free (11F) is about care and concern for people. It is our personal and organizational commitment at all levels of the company and is where safety o ru is held as a core value as well as an operational priority. Working safely is an inseparable part of working correctly,just as much as other operational priorities, in particular quality,profitability and schedule. Incident and Injury-Free is our commitment to our people and others, who we'value for �-- who they are and what they do. I1F is not just something we do, it's in everything we do. As part of our [IF process, we will prepare a "Pre-Task Plan"for this project where we will identify the potential site safety and job hazards associated with your site. Our Pre-Task Plan will identify and prepare our personnel to be able to handle conditions such as but not limited to traffic control, environmental contamination, site access issues, overhead and underground utilities, adverse weather conditions, and personal protection equipment and will. continually be reviewed and reevaluated throughout the field work activities. We understand that each site is unique and may contain different safety conditions and as a company to protect our personnel as well as others, we look at each site individually to identify the potential concerns. CL SCHEDULE We can commence the work within approximately two days after receipt of our signed Agreement for Services. This will begin with the field marking the proposed boring locations and clearing those locations for buried utilities. Boring layout and utility clearance will required 4 to 5 days. We expect the field exploration will require 4 days, if the weather conditions permit. We estimate the geotechnical reports can be submitted within about 15 working days after the field and laboratory work is completed. Total estimated time 30 working days. Responsive ■ Resourceful ■ Reliable 4 -79- Packet Pg.216 C.3.a Proposal,Geotechnical Engineering Services 1 rerracon Design and Permitting for the Sea Level Rise Pilot Project■ Monroe County, FI. October 5, 2018■ Proposal No. PH8185048 C. COMPENSATION For the scope of geotechnical services outlined in this proposal that includes drilling, engineering evaluation and report, we estimate that our fees for the previously described scope of services will be as shown on the following table. U SERVICE FEE Task 1 $ 14,641.00 CL Task 2 $800.00 CL Task 3 $7,110.00 Total Task.1.0, 2.0 and�3.0, $22,551.00 � o The cost breakdown for each task is attached. Should it be necessary to expand our services E beyond those outlined in this proposal, we will notify you, then send a supplemental proposal stating the additional services and fee. We will not proceed without your authorization. The not to exceed fees are based on the assumptions and conditions provided at the time of this proposal. D. AUTHORIZATION This proposal may be accepted by sending your Task Order authorization. We appreciate the opportunity to provide this proposal and look forward to working with you on this project. If you have any questions or comments regarding this proposal or require additional services, please give me a call. Sincerely, Terracon Consultants, Inc. _ - Rutu Nulkar, PE Hu E. Soto, PE. 0. Senior Geotechnical Engineer Principal Attachment: Fee Breakdown Responsive ■ Resourceful ■ Reliable 5 -80- Packet Pg.217 0 c CL EL Attachment 6 Fee Estimate for Longitude Surveyors N 0 CL -81- Packet Pg.218 C.3.a L. ONGITUDESURVEYORS Tuesday,October 16,2018 VIA EMAIL:Moudcio.Paredes@WSP.com KEY LARGO.DOCX Mr.Mau6cio A. Paredes, PE Sr.Supervising Engineer WSP 7650 Corporate Center Drive,Suite 300 Miami, FL 33126 0 RE:Surveying services Monroe County-Design and Permitting for the Sea Level Rise Pilot Project in Key Largo, FL Dear Mr. Paredes, Pursuant to your request regarding a fee estimate for surveying and mapping services for the above referenced project,LONGITUDE SURVEYORS,LLC (LS),is pleased to submit the following proposal for your consideration. A. Scope of Work: CL LONGITUDE will perform a Topographic Survey to include the following tasks: • Longitude will recover and/or re-establish right of way monumentation to provide rights of way lines,centerlines, property lines, and all parcels with their number throughout limits of the project.In instances where Longitude cannot find sufficient monumentation to determine the rights of way;after the pavement has been located, LS will compute a best-fit centerline alignment showing the physical roadway location. • LS will provide a graphical baseline only. • LS will be provided Lidar data by the County.Longitude will process this information, and create linework, break lines and a Digital Terrain Model (DTM). Longitude will coordinate with the County to receive the Lidar data. • Longitude will supplement the Lidar with topographic survey where the Lidar information may be insufficient. . ' The Topographic Survey will consist of, but will not be limited to the following; paved roads,signs,trees, above ground evidence of underground utilities, manholes,drainage structures,driveways, etc. • LS will locate existing utilities by researching into utility provider records and contacting the utility companies to mark their facilities in the project limits.SUE (Designation with a GPR and Electro Magnetic Locator are not a part of this proposal). c • Longitude will show all utility poles and provide data sheets listing pertinent identification information for each pole. • LS will collect elevations equivalent to a 100-foot grid along the main roads and a 50-foot grid at the intersections (this will be limited to the areas where LS performs Topographic Survey). • Longitude will perform check elevations throughout the survey limits to verify the integrity of the Lidar vertical information. • LS will only locate trees with a 3-inch diameter trunk or larger.Vegetation lines will also.be located. (this will be limited to the areas where LS performs Topographic Survey). • Longitude will collect rim, bottom and invert elevations, and attempt to provide pipe size and material of all existing sanitary and drainage structures. • Longitude will locate and show the soil boring test holes in coordination with Geotechnical Sub-consultant. • LS will locate and show wetlands in coordination with Environmental Sub-consultant,if applicable.This task must be coordinated to be performed while Longitude is on site performing the field survey. LS will not mobilize after 0 the field survey is completed to perform this task. CL • LS will label the ground material (asphalt,sod, concrete, etc.) on the survey. • Horizontal control will be referenced to the State Plane Coordinate System (Florida East Zone NAD 83/201 1). Vertical control will be referenced to NAVD 1988 established from the nearest governmental benchmark of record. B. Survey limits: Beginning at approximately Lake Street and Shaw Drive;then northerly along Shaw Drive to Crane Street;then easterly along Crane Street to Adams Drive;then northerly along Adams Drive to its termination all lying within Key Largo, FL. The survey will extend approximately 25 feet beyond the rights of way.See attached aerials with the survey limits delineated provided by the client. LONGITUDE SURVEYORS 7715 nw 48 street•suite 310• doral,fl 33166• ph:305.463.0912•fax:305.513.5680 -82- Packet Pg.219 C.3.a 4 *4 iY J 0 CL •3_µin tCL N E E E E I 0 C I. U) I r Key Largo Survey Limits _83 Packet Pg.220 C.3.a 1_ LONG ITUDESURVEYORS Tuesday,October 16,2018 VIA EMAIL:Mauhcio.Paredes@WSP.com BIG PINE KEY.DOCX Mr.Mauricio A. Paredes, PE Sr.Supervising Engineer WSP 7650 Corporate Center Drive,Suite 300 Miami, FL 33126 0 RE:Surveying services for Monroe County-Design and Permitting for the Sea Level Rise Pilot Project Big Pine Key, FL a Dear Mr.Paredes, Pursuant to your request regarding a fee estimate for surveying and mapping services for the above referenced project,LONGITUDE SURVEYORS,LLC (LS),is pleased to submit the following proposal for your consideration. A. Scope of Work: LONGITUDE will perform a Topographic Survey to include the following tasks: CL • Longitude will recover and/or re-establish right of way monumentation to provide rights of way lines,centerlines, property lines,and all parcels with their number throughout limits of the project.In instances where Longitude cannot find sufficient monumentation to determine the rights of way;after the pavement has been located, LS Will compute a best-fit centerline alignment showing the physical roadway location. • LS will provide a graphical baseline only. • Longitude will perform a Topographic Survey which will consist of, but will not be limited to the following;paved roads,signs,trees,above ground evidence of underground utilities, manholes, drainage structures, driveways, etc. • LS will locate existing utilities by researching into utility provider records and contacting the utility companies to mark their facilities in the project limits.SUE (Designation with a GPR and Electra Magnetic Locator are not a part o of this proposal). > • Longitude will show all utility poles and provide data sheets listing pertinent identification information for each pole. • LS will collect elevations equivalent to a 100-foot grid along the main roads and 50-foot grid at the intersections. LS will only locate trees with a 3-inch diameter trunk or larger.Vegetation lines will also be located. v, • Longitude will collect rim, bottom and invert elevations,and attempt to provide pipe size and material of all existing sanitary and drainage structures. • Longitude will locate and show the soil boring test holes in coordination with Geotechnical Sub-consultant. • LS will locate and show wetlands in coordination with Environmental Sub-consultant,if applicable.This task must be coordinated to be performed while Longitude is on site performing the field survey.LS will not mobilize after the field survey is completed to perform this task. M • LS will label the ground material (asphalt,sod, concrete,etc.) on the survey. • Horizontal control will be referenced to the State Plane Coordinate System (Florida East Zone NAD 83/201 1). Vertical control will be referenced to NAVD 1988 established from the nearest governmental benchmark of record. 0 B. Survey limits: CL a Portions of Father Tom Way,4th Street, Avenue D, Avenue E,Avenue F,Avenue G,Avenue H,Avenue I,and Avenue J all lying within Big Pine Key, FL. The survey will extend approximately 25 feet beyond the rights of way. Along Father Tom Way from the intersection with Avenue D to Avenue J all intersecting roads along the route will be surveyed up to 150 feet from the centerline of Father Tom Way east and west.See attached aerials with the survey limits delineated provided by the client. a C. Deliverables: Longitude will provide WSP signed and sealed paper copies, CAD file and PDF of the resulting survey. LONGITUDE SURVEYORS 7715 nw 48 street•suite 310• doral, fl 33166• ph:305.463.0912•fax:305.513.5680 -84- Packet Pg.221 C.3.a 0 CL t� CL 5 � V pp T EN , E 0 Y , t dF� a , � . u r may; 0 CL U) - � � t Big mine Survey Limits Packet Pg.222 C.3.a ATTACHMENT C VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS 0 CL CL 0 0 2 N 0 CL -86- Packet Pg.223 C.3.a VENDOR CERMICA:TION REGARDING SCRUTIMED COMPANIES LISTS Project Description(s): S� "1 ' Pa.I Q-C� �jlG�'�"� Respondent Vendor Name: WSP USA INC. Vendor FEIN: 11-1531569 Vendor's Authorized Representative Name and Title: Ronald M.Colas,PE,SI,Vice President-Sr.Area Manager Address: 7650 Corporate Drive Center, Suite 300 City: Miami State: Florida Zip: 33126 Phone Number: 305-514-3100 CL Email Address: Ronald M.Colas,PE, SI,Vice President-Sr.Area Manager CL Section 287.135, Florida Statutes prohibits a company from bidding on, submitting a proposal for,or entering into or renewing a contract for goods or services of any amount if, at the time of contracting or renewal, the company is on the Scrutinized Companies that Boycott Israel List, created pursuant to Section 215.4725, e Florida Statutes, or is engaged in a Boycott of Israel. Section 287.135, Florida Statutes, also prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of$1,000,000 or more,that are on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector Lists which were created pursuant to s.215.473,Florida Statutes,or is engaged in business operations in Cuba or Syria. As the person authorized to sign on behalf of Respondent, I hereby certify that the company identified above in the Section entitled "Respondent Vendor Name" is not listed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel and for Projects of$1,000,000 or more is not listed on either the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List,or engaged in business operations in Cuba or Syria. I understand that pursuant to Section 287.135, Florida Statutes, the submission of a false certification may < subject company to civil penalties, attorney's fees, and/or costs. I further understand that any contract with the N County may be terminated, at the option of the County, if the company is found to have submitted a false certification or has been placed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel or placed on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List or been engaged in business operations in Cuba or Syria. r9 Certified By: Ronald M.Colas,PE, SI ,who is authorized to sign on behalf of the above ref- - .d comyianedby RonaldM Colas,PE,,SI DN:rn=Ronald M Colas,PE.SI. c=US,o=WSP USA INC. Authorized Signature: emal=Ronald.Colas@wsp.com U Print Name: Ronald M.Colas,PE,SI CL Title: Vice President-Sr.Area Manager Note:The List are available at the following Department of Management Services Site: littp://www.dms.myforida.co►n/business operations/state purchasing vendor information/convicted suspend ed discriminatory complaints vendor lists _R�_ Packet Pg.224 C.3.a A� ®® CERTIFICATE OF LIABILITY INSURANCE °A o , o,°8YY' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsemanL A statement on this certificate does not confer rights to the certificate holder in lieu of such endoraemen s. PRODUCER =CT AJG Service Team Arthur J.Gallagher Risic Management Services,Inc. PHONE FAx 250 Park Avenue,5th Floor 212-994-7100 No:212-994-7047 New York NY 10177 AFL • GGB.WSPUS.CERTREGUEST a ,com INSU 8 AFFORDING COVERAGE NAIC• 0 INSURE RA:Zurich American Insurance-Company 16535 INSURED WSPGLOB-01 INSURERB:Liberty Insurance Corporation 42404 CD WSP USA Inc. 'D One Penn Plaza INSURERC: New York,NY 10119 INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:656035461 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS 0. CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBER HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICYNUMBER PO EFF EXP LIMITS A X COMMERCIAL GENERAL LIABILITY Y GLOSSM1.605 4112018 4M2019 EACH OCCURRENCE S1.0m.000 , CLAIMS-MADE Fx�OCCUR s 300,000 AIrSY R! PR u: tEa 3rallreraal � MED ExP t one s s,000 PERSONAL 6 ADV INJURY $1.000.000 OWL AGGREGATE LIMITAPPLIES PER: 17A `` GENERAL AGGREGATE S 2.OW-000 0) X POLICY jECT ❑LOC G WAI1r1 Y 5 PROOUCR-SOMPrOPAGG s2.00o.000 OTHER: a S B AUTOMOBILE LIABILITY Y I A578210940t30038 4112018 4/1f2019' ca INE%$INGLELIMITS1,000,000 X ANY AUTO BMILY INJURY(Parperson) S > OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS O HIRED NON-OWNED Pk-m ERTYOAWIGig S AUTOS ONLY 6 AUTOS ONLY Peraa30aM s W UMBRELLA LIAa 0)OCCUR EACH OCCURRENCE f EXCESS LIAR CLAIMS•MADE AGGREGATE s 0) DED I r RETENTIONS I B WORKERSCOMPENSATION WA782D0911x1001B 41112018 4/112019 X f�R TH- ANDEMPLOYEWLIABIUTY YIN TA RR 0) ANYPROPRIETOCECUT'IVE El NIA EL.EACH ACCIDENT $1,000 000 OFFlCERndeMBEREXCREXCLUDE0UDED7 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE S 1,000,0M I!yyes;deaoibe urWer DM IPTION OF OPERATIONS b lvm E.L.DISEASE-POLICY LIMIT s 7 000000 ru ! ru DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more apace to required) THIRTY(30)DAYS NOTICE OF CANCELLATION 0 RE:Project#-193618,Project Description-Engineering Design and Permitting for Sea Level Rise Roadway and Drainage Pilot Project Monroe County Is named as Additional Insured as respects General Liability and Auto Liability policies,pursuant to and subject to the policy's terms,definitions, conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Monroe County 1100 Simonton Street AUTHORIZED REPRESENTATIVE Key West FL 33040 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD Packet Pg.225 C.3.a A�Ra CERTIFICATE ®F LIABILITY INSURANCE FDATE 1012018alr�°°` 'er' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(los)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and condtdons of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER E. AJG Service Team TACT Arthur J.Gallagher Risk Management Services, Inc. PHONE 212-981-2485 FAx Ne:212-9947074 250 Park Avenue, 5th Floor New York NY 10177 IDDRESS., GGB.WSPUS.CertR uesis a .cam O INSU S AFFORDING COVERAGE NAIC0 (, INSURER A:OBE Specially Insurance Company 11515 INSURED WSPGLOB-01 INSURER B: WSP USA Inc. One Penn Plaza INSURERC. New York,NY 10119 INSURER D: INSURER E: INSURER F: COVERAGES ., CERTIFICATE NUMBER:1392780088 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN iREDUCED BY PAID CLAIMS. II INSR LTR TYPEOFINSURANCE POLICYNUMBER cis Eir �`,bP1DcP 9 �....._� V - MTTS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS-MADE a OCCUR R S a eontrrarca S �F 1 MED EXP/{f ono ep rsm� i 6 PERSONAL&ADV INJURY S GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S POLICY F—IEP Cf ❑LOC gIg PRODUCTS-COMPIOPAGG S. OTHER: i s AUTOMOBILELIABILITY CO LI s ANY AUTO , BODILY INJURY(Per person) is OWNED 1 SCHEDULED AUTOS ONLY s AUTOS ISK BODILY INJURY(Par accident)I s HIRED NON-OWNED E&"T PR TYDAMAGE AUTOS ONLY AUTOS ONLY 19YAP VJ UMBRELLALIAB OCCUR y EACHOCCURRENCE i EXCESS UAB CLAIMS-MADE *11 WA 1/ yJ5 AGGREGATE i W DEO RETENTIONS t ��1 S WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN TH ANYPROPRIETORIPARTNERIEXECUTIVE E.L EACH ACCIDENT i OMCERIMEMBEREXCLUDED? NIA' cu IMandatory In NH) E.L.DISEASE-EA EMPLOYEE S cy Mdescribe under DESCRIPTION OF OPERATIONS befva EL DISEASE-POLICY LIMIT i A Rotosafmal Uabflk opum2m 11/112018 1(01=9 Par ClalmlApprepate 5500,000 CLAIMS-MADE cu i OESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,AddMonal Remarks Schedule,may beattached If more space Is required) THIRTY(30)DAYS NOTICE OF CANCELLATION 0 RE:Pro -193618;Project Description-Engineering Design and Permitting for Sea Level Rise Roadway and Drainage Pilot Project Monroe County is named as Additional Insured as respects General Liability and Auto Liability policies,pursuant to and subject to the polices terms.definitions, conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Monroe County 1100 Simonton Street AUTHORWEDREPRESEWATIVE Key West FL 33040 1 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Packet Pg.226 40!!d NIS dSM 04 ti;uaWpuaWy}o lenoiddy) suol;oefoid 6 WZ NIS 6 I!q!4x-q :;u8wgoe;;y N ' 41 40 _0 W Q Q � Y ; Q Q ZZ v @I. Q O E U a U � O Ln O m rn N p r-! r-1 `� N O p `. O 00 O N O �D Ln N O CY) s i N o t JD -- = Lo � o u Q c N m 0 �. -- I N rE z o c°� ; _ \ O a, aA o bJD C: �, f V 0 Q -0 s \ s ; Q r- O N } o \ m c : L1') O O_ V 0 O O N N OA d N V N , a� \ N O N � 0 N 40 O O O _0 m Q) Or-1 CAoN N j m O 41 Q v�i N L c/) O 41 O � O O �l �l r-! O 000 � � Of V O 000 O � O O N r-1 r-1 r-1 r-! r-! (OOOZ Je@A ui banal e@S Ue@A 01 anijeja�j S@gDUI) lA 'Is@/v\ A@N aeau asi�j banal e@S anijeja�j C.3.c AMENDMENT 4 TO THE CONTRACT FOR ENGINEERING DESIGN AND PERMITTING BETWEEN MONROE COUNTY BOCC AND WSP USA, INC. FOR THE SEA LEVEL RISE ROADWAY AND DRAINAGE PILOT PROJECT (TWIN LAKES - KEY LARGO AND SANDS- BIG PINE KEY) THIS AMENDMENT 4 to the CONTRACT is entered into this day of 2021 between Monroe County, whose address is 1100 Simonton Street, Room 2-216 Key West, Florida 33040, hereafter the "COUNTY' and WSP USA, Inc., a Corporation of the State of New York, whose address is 7650 Corporate Center Drive, Suite 300, Miami, FL 33126, hereafter referred to as "CONSULTANT". C WHEREAS, on the 20th day of November 2018, the parties executed a contract authorizing the Consultant to perform Professional Services for the Engineering Design and Permitting Services for the Sea Level Rise Roadway and Drainage Pilot Project, for an estimated not to exceed amount of$517,518.04; and WHEREAS, on the 16th day of October 2019, the parties executed AMENDMENT 1 to the contract for subconsultant Longitude Surveyors to perform additional topographic and boundary surveying services in the amount of N $7,500.00, due to utilization of the lot purchased by the County to be used for pump station infrastructure; RE Number 00302870-000000, Avenue C and Father Tony Way, Big Pine Key; and revising the estimated not to exceed amount to $525,018.04; and i WHEREAS, on the 20th day of November 2019, the parties executed AMENDMENT 2 to the contract to add National Park Service (NPS) permitting requirements in the amount of$20,751.77 due to the Key Largo project right-of- CL way encroachment on Everglades National Park lands; and revising the estimated not to exceed amount to$545,769.81; and i WHEREAS, on the 19th day of August 2020, the parties executed AMENDMENT 3 to the contract to revise the contract to add lightning protection design for the electrical equipment associated with the proposed pump stations in N the amount of$18,278.00, and revising the estimated not to exceed amount to $564,047.81; and 2 NOW THEREFORE, in consideration of the mutual promises contained herein, the COUNTY and CONSULTANT agree to amend Article II, Scope of Basic Services; Article VII, Compensation, Paragraph 7.1.1 of the contract as follows: o Amend Article II Scope of Basic Services to add Task 1: Evaluate new target elevations (Twin Lakes and Sands);Task 2: Evaluate use of outfall versus injection wells for disposal method;Task 3: Revise the Sands pump station layout onto two County owned lots; Task 4: Provide subsurface electrical conduit design for Phase 3 power connection required by FKEC (Twin Lakes); Task 5: Revise design to incorporate new target elevation (Twin Lakes)Task 6: Revise M design to incorporate new target elevation (Sands); per detailed scope outlined in Attachment A. Amend Article 7.1.1 Compensation as follows: Task 1: Evaluate New Target Elevations WSP $1,622.64 Task 2: Evaluate Injection Wells vs Outfalls WSP $3,055.09 Task 3: Pump Station Layout (Sands) WSP $14,227.47 APCTE (electrical) $4,379.19 CL Longitude (surveying) $3,750.00 Total Task 3 $22,356.66 Task 4: Electrical Conduits FKEC (Twin Lakes) WSP $89,783.40 Longitude $7,500.00 Terracon (geotechnical) $4,985.00 APCTE $4,055.35 Total Task 4 $106,323.75 Task 5: New Target Elevation (Twin Lakes) WSP $179,409.65 Task 6: New Target Elevation (Sands) WSP $155,175.82 Total Amendment 4 $467,943.61 1 Packet Pg.228 C.3.c Previous Contract Amount $564,047.81 Total Revised Contract Amount $1,031,991.42 The costs are a maximum not to exceed amount based on WSP hourly contract rates and subconsultant lump sum amounts. This AMENDMENT 4 is effective March 17, 2021. In all other respects,the Contract approved November 20,2018, BOCC,as amended October 16,2019, November 20, 2019, and August 19, 2020, remains in full force and effect. In WITNESS WHEREOF, each party hereto has caused this contract to be executed by its duly authorized representative. 0 BOARD OF COUNTY COMMISSIONERS OF WSP USA, Inc. MONROE COUNTY, FLORIDA Consultant i Digitally signed by Ronald M Colas,PE,SI X DN:cn=Ronald M Colas,PE,SI, LU -US,o=WSP USA INC, BY. BY. Date l 021 03.03I 12 08 56-0500' U) Mayor/Chairman TITLE: Vice President/Sr. Managing Director CJ (SEAL) The foregoing instrument was subscribed and sworn to (or affirmed) before me, by means 0 of 17 physical presence or O online y Attest: KEVIN MADOK, Clerk this 3rd dayofMarch 2021, by Ronald M. Colas BY: Who is (X) personally known tomz�or who ( ) produced a As Deputy Clerk driver's license as identifi ati DATE: NOTARY PUBLIC, STA _ORIDA MONROE COUNTY ATTORNEY Print, type of stamp commissioned name of notary 1PPRp VE D A5 TO FORM: in(" �er c f,=64f7l rY o CNRESTINE LIMBERT-BARROWS "" ` AssISTANT COUNTY ATTaRNEY °", W, t HEIDY C,ORDOVA DATE. 3/1/21 — �. I,I�tary Public State of Florida Commission#HH'69�206 � 7':�c+€�°�a My Comm. Expires Dec 3, 2024 2 Packet Pg.229 C.3.c C ATTACHMENT A C C N x CL CL Packet Pg.230 C.3.c x Sea Level Rise Pilot Project Design Proj ect No. 193618A 4- February 25,2021 C 76 C Debra London,CPPB,FCCM,MBA Engineering Department—Project Manager Monroe County Murray Nelson Bldg. N 102050 Overseas H-,vy, Suite 229 Key Largo,FL 33037 Subject: Sea Level Rise(SLR)Pilot Design Project Combined New Amendment 4 x CL Dear Ms.London, I At a meeting held between the County and WSP on 1/12/2021 (see Meeting Minutes in Attachment G),the County asked WSP to prepare a new Amendment 4 scope and fee to include the following tasks: 1. Evaluate new target elevation for raising roads at Twin Lakes and Sands communities 2. Prepare a feasibility and cost comparison memo between using injection wells vs. outfall discharge, for stormwater management 3. Re-design of pump station at Sands to accommodate the pump station equipment in two lots(Previous Amendment 4) 4. Electrical conduit design for FKEC at Twin Lakes(Previous Amendment 5), for the new y pump station power needs 5. Raise roads at Twin Lakes to the new target elevation 6. Raise roads at Sands to the new target elevation and update the drainage model to 0) evaluate the implications to the pump station design if extending the project area to include Ave G from 4`'Street east,to the road terminus adjacent to the bay N Each of these tasks' scope and fee is included in Attachments A to F.Table 1 below contains the CL total estimated cost for this amendment. ',A,'EP U A _50 _o?paP_.a i_;an e DP.,a °i E 514 31,00 6: 3 Packet Pg.231 C.3.c x C Amendment 4 Task Cost WSP Cost Subs Cost total 1 Evaluate Target Elevations $ 1,622.64 N/A $ 1,622.64 2 Injection Wells vs.Outfall Memorandum $ 3,OSS.09 N/A $ 3,OSS.09 C 3 Pump Station-Sands $ 14,227.47 $ 8,129.19 $ 22,356.66 4 Electrical conduits for FKEC-Twin Lakes $ 89,783.40 $ 16,540.35 $ 106,323.75 5 New target elevation-Twin Lakes $ 179,409.65 N/A $ 179,409.65 6 New target elevation-Sands $ 1SS,17S.82 N/A $ 1SS,17S.82 rtl TOTAL: $467,943.61 J T)_ CD As soon as we receive the County's approval,we will commence with this amendment. CL �I Please,do not hesitate to contact me, should you have any question. I Sincerely, Ronald M. Colas,PE, SI Andres Cardona, PE Vice President- Senior Area Manager Supervising Engineer AC C cc:Cecilia Matensson,Fite CL U U Packet Pg.232 C.3.c x TASK 1. TARGET ELEVATION RE-EVALUATION New target elevations for the roadway design in the both communities were calculated by Judith Clarke and sent to WSP in an email on January 25,2021. The scope of work for WSP for this task 0 included to verify these target elevations,including coordination and email correspondence. P The new target elevations were determined as 13"NAVD88 for Twin Lakes and 19"NAVD88 for Sands. — Written response to the County to verify new target elevations(email) y Written response to the County was provided by email on January 27, 2021. CD Uj CL I CL tJ C J Packet Pg.233 C.3.c x TASK 2. FEASIBILITY AND COST COMPARISON MEMO BETWEEN USING INJECTION WELLS VS. OUTFALL DISCHARGE E As requested by Ms. Clarke,WSP shall prepare a Memorandum providing a technical and 0 76 economical comparison between the use of injection wells versus outfall discharge for the > stormwater management. Currently,WSP's design is close to 100%and under County's permitting and includes injection wells as part of the design. This Memo shall be prepared to be presented as an opinion of the technical approach and a rough r;:7 estimation of the potential cost of construction of a system discharging via an outfall.Any technical data or economic value related to the injection wells is based on the design conducted by y WSP,thus far.Additionally,WSP shall identify any permitting issues that may vary between the two alternatives. CD Following are the sub-tasks related to the effort associated with Task 2: x — Compile and list main key technical points related to the stormwater conveyance system, LLJ CL using injection wells or outfall discharge — Provide a list of main components of both systems and list approximate construction costs per latest Opinion of Probable Construction Cost(OPCC)and a Rough Order of Magnitude Estimate(ROME),for the injection wells and outfall discharge,respectively. — List any permitting issues that varies between the two alternatives y — Present a summary indicating our recommendations > Asstnuptions — Only one(1)round of comments from the County will be addressed e lh e r,"blet — Memorandum providing a technical and economical comparison between the use of injection wells versus outfall discharge(pdf) y 5 days from NTP: Final report submitted for the County's review 5 days from comments back from the County: Final memorandum submitted to the County ) CL Packet Pg.234 C.3.c x TASK 3. RE-DESIGN OF SANDS PUMP STATION The design effort for this task outlines revising the location of the proposed pump station and associated equipment at Big Pine Key, Sands Community,to comply with requirements for the Planning Commission variance and meet Monroe County Land Development Code. 76 P During the course of the project's design,WSP has developed multiple schematic layouts of the pump station,distributed on one and two lots,at no cost to the County,to proactively support the W approval process of the location of the pump station. Based on the latest of these layouts,the r, County's Planning Director has also released comments,which serve as part of basis for Task 3. Under this task,WSP will redesign the location of the pump station equipment and associated .inn appurtenances,keeping in mind the available space provided in the two lots and the County's code 0) requirements.WSP will implement the necessary engineering to accommodate the pump station within the lots;however,it is expected that some of the requirements might be subject to variances,based on the available information. x This design effort will require close coordination between the civil,electrical, structural and CL mechanical/drainage designers to be permittable and constructible. Once the layout is revised,it will be necessary to redesign pipe connections to the pump station and redistribution of the mechanical components of the pumps. Structurally,these changes will affect available space for r_ means of egress,lightning protection and other requirements from the building department. y Amendment 4 also includes the redesign of the pump station due to the increase in project area. This is described under Task 6. The activities listed below shall be performed under this task, which are not part of WSP's original Scope of Work: C - Revise pump station layout and location, and associated equipment and piping to use lot (n 302870 and lot 302880,located within the Sands community - Provide new layout and location to meet required setbacks,per Monroe County Land Development Code,based on the available space within the aforementioned lots A - Add a buffer yard Class C around the pump station and associated equipment per County y code. The County shall provide complete directions, details and specifications to include 2 in the construction documents for the contractor's information. Any post design services associated with this activity shall be provided by the County. ) - Revise the pump station structural design, including FEMA's 500-year storm flood elevation requirements CL To accommodate this additional design effort,WSP will provide services for the structural design, developing of a new site plan and coordination with the County and subconsultant,as described below. - Serve as main coordinator and manager of the project with the County,APCTE and Longitude - Attend up to(2)meetings with the County - Prepare and provide updated site plans - Prepare and provide updated drainage plans - Prepare and provide updated structural plans - Prepare and provide signed and sealed site plans,per the Planning Commission variance requirement Packet Pg.235 C.3.c x TASK 4. ELECTRICAL CONDUITS INSTALLATION FROM US1 AND LAKE ST. TO CRANE ST. AND ADAMS DR. E As part of the design of the Pump Station for the Sea Level Rise Project in Key Largo,the power 76 utility provider in the area, Florida Keys Electrical Company(FKEC),indicated that new conduits > need to be installed to provide the necessary 3 phase power for the proposed drainage pump 2 station. FKEC,the County and WSP met on 11/11/2020 to discuss the requirements and guidelines for the new piping installation,as shown in the Minutes of Meeting,Attachment D-1. The southern portion of this task, from US 1 to Brown St.,is not part of the original SLR project area.Additional information shall be obtained for the piping design and installation, such as a y topographic survey, existing utilities,geotechnical information, etc. This data is listed below,as a component of the necessary scope to complete the task of the subject. r CD Per your request,this proposal outlines the design effort related to the electrical conduits' UI installation. CL Services to be provided shall include the following activities: 1. Coordination with FKEC,Monroe Co.,utility owners including FDOT,and WSP � subconsultants,part of this amendment. 2. Development of Complete Engineering Plans for the installation of electrical conduits. > Plans shall be submitted in review phases as follows: 50%, 90%and 100%for review and comments by FKEC, the County and FDOT. 3. Preparation of Contract and Bid Documents for the County. J 1. All review and approval of the design package is to be done by FKEC, the County and .) FDOT only. y 2. Survey and Geotechnical information used for the Sea Level Rise Pilot Project will be used for this contract,as well. 0) 3. Design of relocation for other utilities is not included in this proposal. 4. It is assumed that WSP will receive review comments from FKEC, the County and FDOT on all deliverables within 2 weeks following delivery.No more than one(1) review set from each party(3 in total)will be addressed per delivery. a CL 5. This proposal was prepared considering trenchless technology.WSP will prepare full signed and sealed construction documents for the directional drilling design. 6. Design of roadway improvements including roadway reconstruction and preparation of signage and pavement marking plans are not included as part of this proposal. 7. Design of detailed/phased MOT plans are not included as part of this proposal.A conceptual MOT plan shall be prepared. 8. It is assumed there is no ground water or soil contamination within project areas that m would require additional design and permitting.If these tasks are required by Regulatory U 2 Agencies, they will be part of a separate scope of work. 9. No wetland delineations or remediation are included in this proposal. Packet Pg.236 C.3.c x This task will consist of project control activities inclusive of contract maintenance and administration, sub-consultant coordination,and document control as follows: - Serve as manager of the project and main coordinator with the County,FKEC, FDOT, > Longitude, Terracon and APCTE - Setup and maintain the project contract and files - Develop and submit progress reports and invoices - Perform Quality Assurance/Quality Control(QA/QC)of all deliverables to FKEC,the 2 N County and FDOT > Deliverables: CD - Progress Reports X CL From US to Brown St.: - Obtain, analyze and locate in CADD the existing utilities data.Information shall be requested from Sunshine and all utility owners in this zone.Underground lines will be compiled from collected as-builts,records provided by the utility owners and new topographic survey information. - Obtain and analyze geotechnical information from Shaw Dr.and Brown St. to Lake St. and West Right-of-Way of US 1 (provided by Terracon) U Ch - Obtain and analyze topographic survey from Shaw Dr. and Brown St. to Lake St. and West Right-of-Way of US (provided by Longitude) U) Deliverables: - Electronic Files of the as-built collected information asl lit,3—Utilities WSP has already requested a design ticket from Sunshine 811 for the north portion of this project and coordinated with utility agency owners to obtain records of existing utilities and information r_ related to proposed/future utility improvements within the project limits.WSP will be responsible for utility coordination, as follows: CL - Request information for the area south of Brown St. to US 1 to Sunshine 811 - Identify potential conflicts(horizontal and vertical)with existing utilities and coordinate with utility owner for the relocation 0) - Attending one(1)meeting with utility owners with jurisdiction and or facilities on the project area(max 10 utility owners)and ensuring expedient follow-up on unresolved E issues Deliverables: m - Utility master spreadsheet Packet Pg.237 C.3.c x Attendance and preparation of minutes for meetings during development of the design: - Kick-off meeting with FKEC (2 hr x 2 pp x 1 ea=4 hr) 0 - Meeting with FDOT(2 hrs x 2 pp x 2 ea= 8 hrs) > C - 50%design review and coordination meetings with FKEC(2 hrs x 2 pp x 2 ea=8 hrs) - 90%design review and coordination meetings with FKEC(2 hrs x 2 pp x 2 ea—8 hrs) - 100%design review and coordination meetings with FKEC(2 hrs x 2 pp x 2 ea=8 hrs) Deliverables: T) - Minutes of meeting a€s th,I-L to A-L"7'...'Dd'"ki qY luid 14 it ics ' el opm s 4 € €'""0 w ,""'0€ iu]d S.0, CD kr`k� �I WSP will submit the following documents at 50%, 90%and 100%stages of Complete Construction Documents: Uj CL From US to Pump Station location: I - Design the location of the new electrical conduits following FKEC, County,local, state 0) and federal guidelines and regulations. - Create a profile for the directional drilling design for the conduits installation with > required horizontal and vertical clearances to other utilities and underground structures, based on the available information. - Provide plans indicating proposed location of the new conduits. Plans include: o Cover Sheet(1) o General Notes Sheet(1) �= o Electrical Conduits Plan&Profile Sheets(15) o Details Sheet(1) o Traffic Control Sheets(2) y - Provide special details - Revise drainage design to accommodate for the new electrical conduits - Update roadway plans with the new conduits and revised drainage system WSP will submit the following documents at 90%and 100%stages of Complete Construction Documents: CL - Technical Specifications: WSP will utilize the Florida Department of Transportation Specifications Construction Specifications for Civil Work. - Electrical Technical Specifications on CSI format Additional Scope of Work for the overall amendment: - Prepare Quantities and Opinion of Probable Construction Cost - Coordinate with United States Army Corps of Engineers(USACE),Fish and Wildlife Conservation(FWC),National Parks Services(NPS), South Florida Water Management E District(SFWMD)and State Historic Preservation Office(SHPO)if design permit is required.In case a permit process is necessary, additional funding will be requested for this task.All related fees will be paid by Monroe County. Packet Pg.238 C.3.c x Deliverables: - Plan set size 11"x17",2 set hard copies and 1 set in pdf format for 50%, 90%, 100%and Final design submittal C - All CAD files submitted electronically at Final submittal - Specifications&OPCC in pdf format for 90%and 100%submittal WSP will perform the following Post Design Construction Services: r - Bids review&bid RFIs .T - RFIs - Site visitsCD r I Deliverables: X - Responses to RFIs CL - Meeting Minutes The following items are excluded from the Scope of Work: m 2 1. Design of relocation of utilities other than the proposed electrical conduits are not included in this proposal C 2. Applying for permit 3. Permitting due to unforeseen ground water or soil contamination within the project limits is not included and if required by regulatory agencies,will be part of a separate scope proposal y 4. Landscape and irrigation design 5. Environmental Engineering 6. Subsurface Utility Engineering(SUE) U) 110 ve rahl es chledKfle Data Collection: NTP+20 daysCL Utility Coordination:NTP+45 days Design Development(DD)50%:NTP+45 days Design Development 90%: 50%DD comments+30 days Design Development 100%: 90%DD comments+30 days Packet Pg.239 C.3.0 x TASK 5. RAISE ROADS AT TWIN LAKES TO THE NEW TARGET ELEVATION E The current project entails 4,600 LF of roadway improvements for Twin Lakes community, raising the roads up to 6"above 0.0'NAVD88. The project is near 100%design development and > the redesigned will require modification of most of the disciplines down to 30%design. The scope 2 of work for this amendment will entail to raise the roads additionally 7"to the new target elevation of 13" for Twin Lakes. The work effort due to this elevation increase will include to redesign `✓ 4,600 LF of roadway,redesign ditches and harmonization with properties along the road,redesign the barrier wall along Shaw Drive and to update the drainage collection system. N The following are the subtasks to perform Task 5: - Coordination with Terracon,APCTE and the County - Management of files and finance of the project CL - Research and coordination with permitting agencies:NPS,USACE and the County � Deliverables: - Progress Reports _Fasl 5'.2—Utilities - Contact all utility owners for their review of the proposed design to avoid potential conflicts.With a significantly higher edge of pavement, sanitary and water facilities will likely be affected. y Deliverables: - Utility master spreadsheet y Attendance and preparation of minutes for meetings during development of the design: - 30%design review and coordination meetings with the County - 90%design review and coordination meetings with the County Deliverables: CL - Minutes of meeting r ,s'YA"5°,4 1)csi n & Plans K."'cloj:mien (Y_',,ao -iihnuuall - Roadway analysis: Determine new limits of reconstruction,overbuild and milling&resurfacing. - Pavement design analysis: m Raising the road with additionally 7"requires an extensive pavement design analysis. According to our geotechnical sub-consultant it will be hard to protect the base and sub- base if we are adding this much asphalt on top.We may need to go with reconstruction instead of resurfacing&overbuild.Reconstruction might also be the most cost-effective solution since a lot of overbuild is costly. Packet Pg.240 C.3.0 x Drainage analysis: Raising the road with 7"will require redesign of the ditches.The rim elevations of the 03 catch basins will change,and low points have to be shifted.Analysis/design of harmonization to properties to verify low point elevation with relation to crown of the C road and property line. 2 Adjustment of roadway plan&profile(18 sheets): Plan view:update limits of reconstruction,overbuild and milling&resurfacing (including labels and patterns);update roadway geometry(different width of road depending on if it is only milling&resurfacing or also overbuild); generally update and adjust labels T) Profile view: raise profile;update all labels associated with profile (including geometry labels);update limits of reconstruction,overbuild and milling&resurfacing;updateCD r- barrier wall limits and labels UI W Adjust typical sections(2 sheets): L XLJ Change limits of typical sections and update and create new typical sections based on the CL pavement design analysis. I Adjust barrier wall limits: Extend barrier wall limit since a longer stretch of Shaw Drive will be raised N Deliverables: - Plan set size 11"xl7",2 set hard copies and 1 set in pdf format for 30%design submittal n U - Roadway analysis: y Harmonization between roadway and properties. See task 5.4. - Adjust roadway plan&profile (18 sheets): Update plan&profile sheets to 90%design level, see tasks under task 5.4. - Adjust roadway cross sections(10 sheets): Update roadway elevation,ditches and harmonization to properties.Adjust and add new labels. U) - Drainage analysis: See task 5.4.Attend comments from utility stakeholders and the County. W - Adjust hydrological model(ICPR): CL Adjust model to update rim elevations, invert elevations and basin configuration.New low points might impact basin configurations. - Adjust drainage plan&profile: Adjust drainage structures according to rim elevations and invert elevations defined as part of the drainage analysis and the hydrological model. - Adjust drainage structure tabulation(3 sheets): Update rim elevation in drainage structure tabulation. E - Structural analysis of barrier wall: Analysis of what 7"increase in road elevation will entail for the barrier wall.Another type of barrier wall will be needed. Packet Pg.241 C.3.0 x Adjust structural design and details(2 sheets): Adjust structural design of barrier wall in roadway profile sheets. Adjust structural detail m sheets as per updated wall design. eC C Adjust Traffic Control Plans(5 sheets): 6 Adjust TCP as per new limits of reconstruction,overbuild and milling&resurfacing 0 Adjust Stormwater Pollution Prevention Plans(2 sheets): Update background references and labels. W Adjust Signing and Pavement Marking Plans(4 sheets): Update background references. Adjust pavement markings by barrier wall. T) Adjust quantities and OPCC: _ Update quantities due to raising of road: earthwork,asphalt,pavement markings etc. r I Deliverables: LLJ - Plan set size 11"xl7",2 set hard copies and 1 set in pdf format for 90%design submittal CL U) - Specifications&OPCC in pdf format for 90%submittal I Below tasks are similar to the once under Task 5.5 but updated after implementation of 90% N comments and attending stakeholders and permit agencies' review including construction permits m and terms and conditions. - Roadway analysis - Update roadway plan&profile(18 sheets) - Adjust roadway cross sections(10 sheets) U) - Drainage analysis y - Adjust drainage plan&profile - Adjust drainage structure tabulation(3 sheets) - Structural analysis of barrier wall cW - Adjust structural design and details(2 sheets) - Adjust Traffic Control Plans(5 sheets) CL - Adjust Stormwater Pollution Prevention Plans(2 sheets) - Adjust Signing and Pavement Marking Plans(4 sheets) - Adjust quantities and OPCC m Deliverables: - Plan set size 11"x17",2 set hard copies and 1 set in pdf format for 100%and Final design submittal - All CAD files submitted electronically at Final submittal - Specifications&OPCC in pdf format for 100%submittal Packet Pg.242 C.3.c x Below efforts are anticipated to be performed for this task,which are additional work beyond the original scope of work for this project. These additional efforts are a result of the raising of the road,presenting new challenges in the field, such as harmonization,utilities coordination and 76 unforeseen conditions. C - Bids review&bid RFIs - RFIs - Site visits .T Deliverables: - Responses to RFIsCD r I - Meeting Minutes U x LLJ I N,,.c1u s I o Tus The following items are excluded from the Scope of Work: - Design of cofferdam and tremie seal - Environmental assessment or wetland delineation > 2 - Design and/or relocation of utilities - Landscape and irrigation design C U - Subsurface Utility Engineering(SUE) y Design Development(DD)30%:NTP+40 days Design Development 90%: 30%DD comments+40 days m 2 Design Development 100%: 90%DD comments+30 days CL Packet Pg.243 C.3.0 x TASK 6. RAISE ROADS AT SANDS TO THE NEW TARGET ELEVATION E The current project entails 1,700 LF of roadway improvements for Sands community,raising the 76 roads up to I I"above 0.0'NAVD88. The project is near 100%design development and the > redesigned will require modification of most of the disciplines down to 30%design. The scope of work for this amendment will entail to raise the roads additionally 8"to the new target elevation of 19".Additionally,during the 30%design development WSP will add the east end of Ave G to the `✓ project area for the ICPR model,to inform the County whether this increase in project area would result in a significant redesign of the pump station or not. The following are the subtasks to perform Task 6: 7ask 6.i —P is-ec Ian a,.,e t ew. r- - Coordination with Terracon,APCTE and the County - Management of files and finance of the project CL - Research and coordination with permitting agencies:NPS,USACE and the County Deliverables: - Progress Reports - Contact all utility owners for their review of the proposed design to avoid potential conflicts.With a significantly higher edge of pavement, sanitary and water facilities will likely be affected. Deliverables: - Utility master spreadsheet y Attendance and preparation of minutes for meetings during development of the design: - 30%design review and coordination meetings with the County - 90%design review and coordination meetings with the County Deliverables: CL - Minutes of meeting a sk 6,4 @:,;ti,& &gym: `laias 30¢'a# Subrfuttal - Roadway analysis: Determine new limits of reconstruction,overbuild and milling&resurfacing for the current project area and the new extended project area. - Pavement design analysis: Raising the road with additionally 8"requires an extensive pavement design analysis. According to our geotechnical sub-consultant it will be hard to protect the base and sub- base if we are adding this much asphalt on top.We may need to go with reconstruction instead of resurfacing&overbuild.Reconstruction might also be the most cost-effective solution since a lot of overbuild is costly. Packet Pg.244 C.3.0 x Adjust&extend hydrological model(ICPR): The east end of Ave G(from 4"' Street east to the road terminus adjacent to the bay)will m be added to the project are for the ICPR model. This will inform the County whether the eC increase in project area would result in a significant redesign of the pump station or not. C 76 Shall the County decide to move forward with the design of roadway and drainage improvements for Ave G,a separate scope and fee will be prepared by WSP. The adjusted hydrological model should include the additional area evaluation, identification of the drainage collection system,design storm transit and modeling, stage W storage analysis, definition of the rating pumps of the pumping equipment, definition of the number and locations of the injection wells and mass balance results. .2 Drainage analysis: Raising the road with 7"will require redesign of the ditches.The rim elevations of the r- catch basins will change, and low points have to be shifted.Analysis/design of �I harmonization to properties to verify low point elevation with relation to crown of the LLJ road and property line. CL Adjustment of roadway plan&profile(7 sheets): I Plan view:update limits of reconstruction, overbuild and milling&resurfacing (including labels and patterns);update roadway geometry different width of road ( g p" ); p Y g rY( depending on if it is only milling&resurfacing or also overbuild); generally update and adjust labels Profile view: raise profile;update all labels associated with profile(including geometry labels);update limits of reconstruction,overbuild and milling&resurfacing;update barrier wall limits and labels - Adjust typical sections(2 sheets): Change limits of typical sections and update and create new typical sections based on the U) pavement design analysis. y Deliverables: - Plan set size 11"x17",2 set hard copies and 1 set in pdf format for 30%design submittal - Roadway analysis: See tasks under Task 6.5.Additionally,harmonization to properties need to be analyzed. - Drainage analysis: CL See task 5.4.Attend comments from utility stakeholders and the County. - Adjust hydrological model(ICPR): Adjust model for the current project area(not including Ave G) to update rim elevations, invert elevations and basin configuration.New low points might impact basin configurations. 03 - Adjust drainage plan&profile: Adjust drainage structures according to rim elevations and invert elevations defined as m part of the drainage analysis and the hydrological model. - Adjustment of roadway plan&profile(7 sheets): Implement 30%comments and make adjustments as outlined in Task 6.5. Packet Pg.245 C.3.0 x Adjust roadway cross sections(6 sheets): Update roadway elevation,ditches and harmonization to properties.Adjust and add new °i labels. CC C Adjust typical sections(2 sheets): Implement 30%comments and make adjustments as outlined in Task 6.5. 2 Adjust drainage structure tabulation(1 sheet) Adjust Traffic Control Plans(3 sheets): r Adjust TCP as per new limits of reconstruction,overbuild and milling&resurfacing. Update TCP based on extended project area. y Adjust Stormwater Pollution Prevention Plan(1 sheet): _ Update background references and labels. CD I - Adjust quantities and OPCC: Update quantities due to raising of road: earthwork, asphalt,pavement markings etc. LLJ CL Deliverables: I - Plan set size 11"xl7",2 set hard copies and 1 set in pdf format for 90%design submittal - Specifications&OPCC in pdf format for 90%submittal Below tasks are similar to the once under Task 5.5 but updated after implementation of 90% U comments and attending stakeholders and permit agencies' review including construction permits and terms and conditions. - Roadway analysis - Pavement design analysis - Drainage Analysis 2 - Adjust drainage plan&profile Adjustment of roadway plan&profile(7 sheets) - Adjust roadway cross sections(6 sheets) U) - Adjust typical sections(2 sheets) - Adjust drainage structure tabulation(1 sheets) - Adjust Traffic Control Plans(3 sheets) CL - Adjust Stormwater Pollution Prevention Plan(1 sheet) - Adjust quantities and OPCC Deliverables: - Plan set size 11"x17",2 set hard copies and 1 set in pdf format for 100%and Final design submittal - All CAD files submitted electronically at Final submittal - Specifications&OPCC in pdf format for 100%submittal Packet Pg.246 C.3.0 x Below efforts are anticipated to be performed for this task,which are additional work beyond the original scope of work for this project. These additional efforts are a result of the raising of the road,presenting new challenges in the field, such as harmonization,utilities coordination and 76 unforeseen conditions. C - Bids review&bid RFIs - RFIs - Site visits .T Deliverables: - Responses to RFIsCD r I - Meeting Minutes U x LLJ The following items are excluded from the Scope of Work: - Design of cofferdam and tremie seal - Environmental assessment or wetland delineation > 2 - Design and/or relocation of utilities - Landscape and irrigation design C U - Subsurface Utility Engineering(SUE) y chl hila T) - Utility Coordination:NTP+40 days - Design Development(DD)30%:NTP+45 days - Design Development 90%: 30%DD comments+60 days - Permitting: 90%DD approval+30 days - Design Development 100%: Permit stamped set+20 days N CL Packet Pg.247 DATE(I ! C.3.c ,4`�o�® CERTIFICATE OF LIABILITY INSURANCE 7i6i2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI: CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE! O BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE[ REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement oI this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: AJG Service Team Arthur J. Gallagher Risk Management Services, Inc. PHONE 212-994-7100 FAX No:212-994-7047 250 Park Avenue, 5th Floor vc No Ext New York NY 10177 ADDRESS: GGB.WSPUS.CERTREQUESTS AJG.COM. INSURER(S)AFFORDING COVERAGE NAIC# (ts INSURERA:Zurich American Insurance Company 16535 INSURED WSPGLOB-01 INSURER B: Liberty Insurance Corporation 42404 WSP USA Inc. INSURERC: One Penn Plaza New York, NY 10119 INSURER D: INSURER E: INSURER F N COVERAGES CERTIFICATE NUMBER:1706026648 REVISION NUMBER: '5 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOI INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI: CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM r EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY Y GLO983581907 4/1/2020 4/1/2021 EACH OCCURRENCE $2,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Ea occurrence $300,000 X Contractual Liab MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $5,000,000 PRO- POLICY ❑ LOC PRODUCTS-COMP/OP AGG $2,000,000 X JECT N OTHER: $ B AUTOMOBILE LIABILITY Y AS7-621-094060-030 4/1/2020 4/1/2021 COEaMBINED accidentSINGLELIMIT $5,000,000 X ANY AUTO - .,�' BODILY INJURY(Per person) $ OWNED SCHEDULED `I , BODILY INJURY(Per accident) $ 0) AUTOS ONLY AUTOS Fr # ryY .. 0. HIRED NON-OWNED -'" PROPERTY DAMAGE $ c AUTOS ONLY AUTOS ONLY - Per accident U DA 7/10/2020 $ v, UMBRELLALIAB OCCUR f,e - - P EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE 6 AGGREGATE $ DED RETENTION$ $ 0) B WORKERS COMPENSATION WA7-62D-094060-010 4/1/2020 4/1/2021 X N AND EMPLOYERS'LIABILITY Y/N STAT LITE TE ER � ANYPROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $2,000,000 OFFICER/M EM BER EXCLUDED? cn (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $2,000,000 W If yes,describe under U DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $2,000,0002.1 ' A Property MCP481938407 4/1/2020 4/1/2021 Full Replacement Cost 0) DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) THIRTY(30)DAYS NOTICE OF CANCELLATION. RE: 193618 1 Engineering Design and Permitting for Sea Level Rise Roadway and Drainage Monroe County BOCC is additional insured on General Liability and Auto Liability. Workers Comp coverage applies for all states. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORI THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED II Monroe County BOCC ACCORDANCE WITH THE POLICY PROVISIONS. Insurance Compliance P.O. BOX 100085-FX AUTHORIZED REPRESENTATIVE Duluth GA 30096 � ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Packet Pg.248 I ! C.3.c A�® FDA�TE CERTIFICATE OF LIABILITY INSURANCE 11/1/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI: CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE! O BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE[ REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement oI this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: AJG Service Team Arthur J. Gallagher Risk Management Services, Inc. PHONE 212-981-2485 FAX No:212-994-7074 250 Park Avenue, 5th Floor vc No Ext New York NY 10177 ADDRE 'SS: GGB.WSPUS.CertRequests@ajg.com a .com INSURER(S)AFFORDING COVERAGE NAIC# (B wsURERA:QBE Specialty Insurance Company 11515 0. INSURED WSPGLOB-01 INSURER B WSP USA Inc. 0. INSURERC: One Penn Plaza New York, NY 10119 INSURER D: INSURER E: INSURER F: N COVERAGES CERTIFICATE NUMBER:1481901235 REVISION NUMBER: '5 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOI INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI: CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM£ r EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE1:1 OCCUR Approved Risk Management DAMAGE TO RENTED CL pPPREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRO- POLICY JJ ECT1:1 LOC 1-28-2021 PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ N UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- N AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEM BER EXCLUDED? (ry (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ ' A Professional Liability QPL0022630 11/1/2020 10/31/2021 Per Claim/Aggregate $1,000,000 0) CLAIMS-MADE DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) THIRTY(30)DAYS NOTICE OF CANCELLATION RE:Project#-193618; Project Description-Engineering Design and Permitting for Sea Level Rise Roadway and Drainage Pilot Project CL CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORI THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED II ACCORDANCE WITH THE POLICY PROVISIONS. Monroe County BOCC 1100 Simonton Street AUTHORIZED REPRESENTATIVE Key West FL 33040 y c� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Packet Pg.249