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#23-8085 (Kimley-Horn and Associates, Inc.)
BCC Meeting Date/Assigned Attomey/Item Number:4/2S 5 1 1645 Type of Contract: Contract No: 23'Sags Contract Checklist Entity Name Kith/ey �'Holh ct /95S cct4S 14C Florida Department of State ( Sunshine Law Requirements Entity correct on contract?✓ / 119.0701 Contracts; public records.— . Entity registered with Dept.of State?✓ (a) The following statement,in substantially the following Person signing contract an officer per Dept.of State? !-.ttci of form,identifying the contact information of the public agency's A.-dux 1 custodian of public records in at least 14-point boldfaced type: Insurance 7 IF THE CONTRACTOR HAS QUESTIONS REGARDING THE Insurance certificate included? APPLICATION OF CHAPTER 119,FLORIDA STATUTES,TO Contract/Project referenced on certificate?� • THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC • RECORDS RELATING TO THIS CONTRACT,CONTACT THE Certificate holder BCC(MUST HAVE)? CUSTODIAN OF PUBLIC RECORDS AT (telephone number, e-mail address,and mailing address) . Commercial General Liability (b) A provision that requires the contractor to comply with Each Occurrence $ Li $ 241 public records laws,specifically to: Damage to Rented Premises$ $ - 1. Keep and maintain public records required by the public Med Exp$ $ agency to perform the service. . 2. Upon request from the public agency's custodian of public Personal and Adv Inju $ $ records,provide the public agency with a copy of the requested General Aggregate$ $ Lim records or allow the records to be inspected or copied within a Products-COMP/OP AGG $ $ reasonable time at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. Automobile Liability �7 - 3. Ensure that public records that are exempt or confidential Single Limit(each accident) $ $ LA1 and exempt from public records disclosure requirements are not Bodily injury(per person) $ _ $ disclosed except as authorized by law for the duration of the Bodily injury(per accident) $ $ contract term and following completion of the contract if the contractor does not transfer the records to the public agency. Property damage(per accident)$ $ 4. Upon completion of the contract,transfer,at no cost,to the public agency all public records in possession of the contractor or Umbrella Liability C� keep and maintain public records required by the public agency to Each occurrence $ 5ft perform the service.If the contractor transfers all public records to Aggregate $ Sin the public agency upon completion of the contract,the contractor shall destroy any duplicate public records that are exempt or Worker's Compensation and Employers'Liability confidential and exempt from public records disclosure WC Statutory Limits requirements.If the contractor keeps and maintains public records Each Accident $siQk $ . upon completion of the contract,the contractor shall meet all applicable requirements for retaining public records.All records Disease(Each employee) $ $ stored electronically must be provided to the public agency,upon Disease(Policy Limit) $ $ request from the public agency's custodian of public records,in a format that is compatible with the information technology systems Other Insurance of the public agency. • Professional Liability ***Must contain this language in every contract. Each Claim $ to $2" Each Aggregate $ $ Signature Blocks Person who signed contract is eligible per Dept. of State? County required to be named as additionally insured? Title correct and listed under signature?`"" County actually named as additionally insured? V Proper number of witnesses/notary?-'" Same witnesses on both contracts? Indemnification ✓ Chairman's signature block?..- Indemnification included in County requirements? Clerk's attestation signature blocky Who is being indemnified in contract? /n ii County Attorney signature block?✓ Bonds Attachments Performance Bond? All attachments included in both copies of contract? Public Payment Bond? Bid Contract Attachments: Bid Bond?(If necessary,5%of amount approved) A. H. B. I. ***Bonds must match dollar amount exactly as BCC C. J. approved per Agenda Recaps. D. K. E. L. ***Risk has reviewed any contract with an insurance F. M. certificate. G. N. • Review by: y� . Initials: /O Date: ‘1/2S DATE(MM/DD/YYYY) A�0 CERTIFICATE OF LIABILITY INSURANCE E;MMiD 24 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: Edgewood Partners Ins. Center/Greyling PHONE Berry Noyola FAX 3780 Mansell Rd. Suite 370 (A/C.No.Extl:7702207699 (A/C,No): Alpharetta GA 30022 ADMDARESS: greylingcerts@greyling.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:National Union Fire Ins Co of Pittsburg 19445 INSURED KIMLASS INSURER B:Allied World Assurance Co(U.S.)Inc. 19489 Kimley-Horn and Associates, Inc.421 Fayetteville Street, Suite 600 INSURER c:New Hampshire Insurance Company 23841 Raleigh, NC 27601 INSURER D:Lloyd's of London 85202 INSURER E:Zurich American Insurance Company 16535 INSURER F: COVERAGES CERTIFICATE NUMBER:502538244 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTRINSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY Y GL5268169 4/1/2024 4/1/2025 EACH OCCURRENCE $2,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $1,000,000 X Contractual Liab MED EXP(Any one person) $25,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY X JECOT X LOC PRODUCTS-COMP/OPAGG $4,000,000 OTHER: $ A AUTOMOBILE LIABILITY Y CA4489663(AOS) 4/1/2024 4/1/2025 COMBINED SINGLE LIMIT $2,000,000 A CA2970071(MA) 4/1/2024 4/1/2025 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) B X UMBRELLA LIAB X OCCUR 03127930 4/1/2024 4/1/2025 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$i(Lorin $ C WORKERS COMPENSATION VVC015893685(AOS) 4/1/2024 4/1/2025 X STATUTE OTH- ER C AND EMPLOYERS'LIABILITY Y/N WC015893686(CA) 4/1/2024 4/1/2025 ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $2,000,000 OFFICER/MEMBER EXCLUDED? N 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 D Professional Liability B0146LDUSA2404949 4/1/2024 4/1/2025 Per Claim/Aggregate $2M/$2M E Valuable Papers CPP585223111 4/1/2024 4/1/2025 Limit $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re: Contract#23-8085;Design Services for 47th Avenue NE-Immokealee Road to Everglades Boulevard;Gary Nadeau.Collier County Board of County Commissioners are named as Additional Insureds with respects to General&Automobile Liability where required by written contract.The above referenced liability policies with the exception of workers compensation and professional liability are primary&non-contributory where required by written contract.Waiver of Subrogation in favor of Additional Insured(s)where required by written contract&allowed by law. 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. Collier County Board of County Commissioners 3295 Tamiami Trail East C-2 Naples FL 34112 AUTHORIZED REPRESENTATIVE -)A,,-,,f16-.64- --Ls. i ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Osmanis Nieves Borjas From: Greily Gonzalez Sent: Friday, February 23, 2024 8:14 AM To: Osmanis Nieves Borjas Cc: Contracts; Leeann Charles Subject: RE: COI In Compliance: 23-8085 "Design Services for 47th Avenue NE-Immokalee Road to Everglades Blvd"(Kimley-Horn and Associates, Inc) Attachments: 23-8085 COI_Kimley-Horn.pdf; 23-8085 Insurance Requirements_Kimley-Horn and Associates Inc.pdf Good Morning, The COI is in compliance. Coverages are expiring on 4/1/24. Respectfully, Greily Gonzalez, ARM Risk Finance Manager Co er County Risk Management Division 3311 Tamaimi Trail E, Bldg D, Naples, FL 34112 Ph: 239.252.8914 Fax: 239.252.8048 MALYSERVING COWER COUNTY SINCE 2011 From: Osmanis Nieves Borjas<Osmanis.NievesBorjas@colliercountyfl.gov> Sent: Friday, February 23, 2024 7:41 AM To: Greily Gonzalez<Greily.Gonzalez@colliercountyfl.gov> Cc: Contracts<Contracts@colliercountyfl.gov>; Leeann Charles<Leeann.Charles@colliercountyfl.gov> Subject: COI In Compliance: 23-8085 "Design Services for 47th Avenue NE-Immokalee Road to Everglades Blvd"(Kimley- Horn and Associates, Inc) Good morning, Greily. Please review the COI provided by the vendor. We need you to confirm if it is in compliance as per our Insurance Request form. Thank you for your time! 1 2/23/24,7:48 AM Detail by Entity Name DIVISION OF CORPORATIONS r!I raj/irI'd! i l,rn.ln , .-1, Ir: Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Foreign Profit Corporation KIMLEY-HORN AND ASSOCIATES, INC. Filing Information Document Number 821359 FEI/EIN Number 56-0885615 Date Filed 04/24/1968 State NC Status ACTIVE Principal Address 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Changed: 04/24/2021 Mailing Address 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Changed: 04/24/2021 Registered Agent Name&Address CT CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION, FL 33324 Name Changed: 05/14/2008 Address Changed: 01/24/2017 Officer/Director Detail Name&Address Title Director Good, Brian A. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=KIMLEYH... 1/5 2/23/24,7:48 AM Detail by Entity Name Lefton, Steven E. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Senior VP Flanagan, Tammy L. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title CFO Flanagan, Tammy L. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Director Danielson, Paul B. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Senior Vice President Cook, Richard N. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Secretary Cook, Richard N. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Director Blakley, Stephen W. 421 Fayetteville Street Suite 600 Raleigh, NC 27601 Title Director Montanye, Emmeline F. 817 West Peachtree Street, NW, Suite 601 https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inqui rytype=EntityName&directionType=Initial&searchNameOrder=Kl MLEYH... 3/5 Kimley>>>Horn Certificate of Secretary To Whom It May Concern: I am the duly qualified and acting Secretary of Kimley-Horn and Associates, Inc., a North Carolina Corporation. The following is a true copy of a resolution duly adopted by the Board of Directors of the corporation at the Board meeting held on December 14, 2023 and entered in the minutes of such meeting in the minute book of the corporation. "The Board unanimously approved the contract signing authority of employees as presented." (Copies of the employee lists as presented are enclosed.) The resolution is in conformity with the articles of incorporation and bylaws of the corporation, has never been modified or repealed, and is now in full force and effect. Dated: Richard N. Cook, Secretary (corporates,segi SS Q,Q0RAo c�L` S AJ Kimley-Horn and Associates,Inc. STANDARD CONTRACT SIGNING AUTHORITY December 14,2023 These persons have authority to sign contracts using unmodified Kimley-Horn forms(not client-drafted contracts). ATLANTIC Bourke, Kathryn B. Dethlefsen,Caroline CENTRAL FORT MYERS Callan,Angela F. Diorio,Michael A. Ebrahimi,Sina E. BALTIMORE CITY Clark,Ryan D. Jumanan, Lauren K. CELINA Mercer,David K. Monaco,Melanie L. Gruzd,Jeremy R. Kragel,Kyle C. Hensley,Todd A. Prosser,Thomas M. Henderson,Grace M. Moreno,Tammie C. Malan,Craig M. GAINESVILLE Pryor,David W. Oleskowicz, Nick J. Murphree, Brent L. Brighton,Ali H. BALTIMORE COUNTY Reim,Benjamin D. Bishop,Matt A. Romano,Nicholas P. SAN JOSE DALLAS JACKSONVILLE Linkous,Blaine W. Sweeney,Lauren E. Nguyen,Samantha Dolian,Jeffrey W. Deitsch, Brian S. Weist,Jamie H. Morgan,Matthew J. DeWeirdt, David J. Schilling,William J. BOSTON Roecks, Erica A. Meza,Sarah M. Krehbiel,Wendy J. Johnson, Britton E. CALIFORNIA Silkwood,Blake A. Moss,Bradley J. Leonor,Danielle D. Tanner,Monica R. Ploetzner,Jamie L. LAKELAND Scully,William J. LONG BEACH Davies,Mark S. Beltran,Amelia M. SAN MATEO DALLAS DOWTOWN Wynn,Jared M. HARRISBURG Starkey,Jonathan H. Nelson,Kari K. Scott,Sarah E. Greene, Cory H. Braun,Tatiana MIAMI LOS ANGELES FORT WORTH Carreno Jacqueline A. LOUDON Bouchet,Maya J. CAROLINAS Brewer,Cody R. Fuentes,Juan J. Harris,Michael J. Chandrasekhar, lgo,Chris P. Herrera,Alberto P. Sowmya CHARLESTON Kubista,Kyle P. Lizama,Ignacio L. NORTHERN VIRGINIA Choi,Michael Sutherland,Marianne Landon,Jeff R. Pasken, Kenneth A. Aimone, Keith W. Dias,Nicole M. M. Jesensky,Kenneth R. Warfield,M.Casey FRISCO OCALA Knox,Sarah E. OAKLAND Fletcher,Thomas L. Ansari,Mohammad A Mcintyre,Emma J. Aguigui,Kevin G. CHARLOTTE Kaiser,Jason M. Elliott,Cara A. Neupane,Sangam Chang, Elbert K. Claudio-Diaz,Jason L. Ross,Casey J. Garri,Alan J. Phillips,Mark R. Dole,Ryan J. Racer,Joseph M. Hill,Stewart L. Timothy,Heather R. Spacek,Anthony J. IRVING/LAS COLINAS London,Joseph C. ORANGE Watts,Austin L. Delmotte, Ryan M. Mora, Nick J. PHILADELPHIA Briggs,Trevor B. CENTER CITY Elmezain, Othman M. COLUMBIA NORTHWEST ORLANDO Buckley,Steve M. Gaines,Terrence A. Clamp,Blake A. ARKANSAS Ashby,Brian S. Katelhon,Thomas Koivuniemi,Kyle R. Cox, B.Matthew Breton, Ramon F. Lohr,Andrew J. Lepore,Michael J. DURHAM Gallo,Victor H. Vernon,Paul A. Smith,Hannah M. DOWNTOWN OKLAHOMA CITY Garau,Michael Zuwawa,Ahmed Purvis,Zachary G. Cooksey,Steven R. Gillespie, Matthew S. PHILADELPHIA Raney,Nolan D. Schmidt,Luke A. Romano, Steve N. SUBURBAN PLEASANTON Stickler,Jennifer J. Caponigro,Anthony A. Chazbek,Chadi FORT MILL RICHARDSON Swisher,Jeff R. Falgout,Mark A. Massey,Amy B. Halloin, David M. Taylor,James M. PITTSBURGH Huie,Ben Q. Kerby,Jonathan C. Woodward,Mike R. DePaolis,Jeffrey M. Hoac,Anthony G. GREENVILLE New,Nathan C. Dunmire,Dennis S. Muthireddy, Prasanna Hensley,Stephen A. PANAMA CITY BEACH R. TERRELL Brittain,Jeff M.PRINCETON Whaley,Tyler J. HOLLY SPRINGS Lucas,Matthew A. Mitsmenn, Ben J. Brewer,William J. SARASOTA Motiani,Dhanesh N. RIVERSIDE FLORIDA Cianfaglione,Chris D. Alvarez,Leticia RALEIGH Conerly,William E. RICHMOND Hoffman,Frank Bostic,Christopher O. BOCA-DELRAY Leep,Jordan E. Anderson,Laura P. Sutton,Mike S. Dale,Jeffery W. Horning,Joshua D. Brooks,Jordan K. Thomas,Kevin G. Fluitt,Jon T. ST.PETERSBURG Capparuccini,David M. Griffin,Josh W. Walker, Brady J. -Arriaga,Brooke Ellington, David B. SACRAMENTO Howell,Cory J. DAYTONA Hughes, Shelby N. Nagle,Andrew S. Bhatt,Sheetal K. Markland, Keith R. Schneider,Jared R. Robertson,Nicholas L. Carley,Daniel C. Moore,Jeffrey W. Stubbs,Jarod C. Sciarrino,Sarah A. Gregerson,Chris P. Netzer,Lesley E. TALLAHASSEE Balaban,Tussing,Ellen Paderna,Robert V. Phillips,Stacie L. FORT ,LAUDERDALEAppel, Felicity • Robinson,Larry D. GeorgeeClayton, Brennon M. VIRGINIA BEACH SAN DIEGO Co co John F.John L. Lafferty, Dempsey, Dwight D. Lewis,Kelsey V. Benson,Laurence N. Allegoran, Ian B. Rairden,Ian M. Snipes,Cameron R. Berger,Kodi L. Boukai,Emily p Page 1 of 2 , Kimley-Horn and Associates,Inc. FULL CONTRACT SIGNING AUTHORITY December 14,2023 MELBOURNE WPB DOWNTOWN MOUNTAIN PACIFIC PHOENIX Neal, Philip H, Husainy,Kinan F. Heggen,Christopher W. Christian, Rajesh S. Rhodes,Christopher D. Spruce,Michael D. ASPEN Connelly,Alissa J. MIAMI Christensen, Bryce E. Delmarter,Michael L. SAVANNAH Almonte,Leonte I. MIDWEST Ehrick,Taylor R. Gwaltney,Jamie N. Baldo,Burt L. BOISE Henderson, Benjamin J. Marsengill,Chris C. Buchler,Aaron E. CHICAGO McDougald, Brandon D. Thoma,Jayme R. Collier,Julio A.. DOWNTOWN Nicholson,Tim P. Jupp,Andrew M. WOODSTOCK Fernandez,Jorge L. Lemmon,Peter C. Kimm, Kevin J. West, Brian B. Fye, Barton J. Marnell,Colleen L. BROOMFIELD Kissinger,John C. Mayer,Joseph P. Pratt,Anthony J. Leistiko, David J. TEXAS SOUTH OCALA Morton,Jr.,Arthur J. Marella, Damon J. Busche,Richard V. COLORADO SPRINGS Perillo,Adam C. AUSTIN NORTH Gartner,Amber L. CHICAGO NORTH Gunderson,Eric J. Sjogren,Timothy P. Boecker,Brian C. Losito,Gene B. SUBURBS Hess,Mitchell O. Smalkoski,Brian R. Neal,Trey A. Cooper,Jason C. VanLeeuwen,Andrew W. ORLANDO Tracy,Eric J. DENVER RENO Chau,Hao T. West,Craig L Andryscik, Kory J. Hildebrandt,Timothy H. AUSTIN SOUTH Lenzen, Brent A. Colvin,Scott W. Nasset,Brent J. Hudson,Harrison M. Littrell,Lance R. CHICAGO WEST Garinger,Amy M. Mason, Sean R. Martin,Jonathan A. SUBURBS Heiberger,John R. TUCSON Mingonet,Milton S. Fancler-Splitt, Rory K. Krell,Gabriel M. Payne,Kevin W. BRYAN/COLLEGE Roberts, Heather A. Garner,Chad S. Phelps, Randall J. Rhine,Timothy J. STATION Stickler, Brooks A. Heinen,Andrew N. Rowe,Curtis D. Lucas, Michael D. Thigpen,Jonathan D. Kaufman, Phil R. Salvagio,Robin SOUTH Wetherell,Ryan S. Walker,Michaels E. Skeehan, Daniel L. HOUSTON Walker,William A. Sobieski,Dennis M. ALPHARETTA Frysinger,Ashley M. SARASOTA McGee,Meaghan M. Fanney,Angela L. Frysinger,Chris V. Klepper,B. Kelley COLUMBUS Valentine,Brian W. Fanney, Lawson H. Guillory,Michael B. Nadeau,Gary J. Muller,Justin M. Wilhelm,William R. Hamilton,James R. Pankonin,James R. Reeves,Michael C. James,Alvin B. SAN ANTONIO Schmid, Seth E. Schell,Andrew J. FORT COLLINS Shearouse,Sarah Farnsworth,Jeffrey A. Felton,Emily P. Stricklin, David L. Holscher, Nicholas F. ST.PETERSBURG INDIANAPOLIS Walker,John D. Dodge, Dawn M. Butz,Jr.,William A. PORTLAND THE WOODLANDS Walker,Jordan W. Sheward,Bryan A. Belsick,Jody W. ATLANTA Freeman,Jr.,Steven C. Wolfred, Maurice A. Ergle, Kevin B. TALLAHASSEE SALT LAKE CITY Fink, Kenneth L. Barr,Richard R. KANSAS CITY Crowther,Brent C. DeVeau,Zachariah A. Kist,Matthew D. Gresham,Teresa R. ATLANTA MIDTOWN Kalbi,Shawn C. McKerrow,Jeff D. Johnson,Zachary A. Bosman, Eric S. O'Brien,Molly M. Coleman,Sean H. TAMPA NORTHEAST OHIO Elsey,Jeffrey B. Bulloch, Kelly B. Clements,Kevin J. SEATTLE Johnston,Sean P. Collins III,Carroll E. Kamerath,Marcy Ross, Robert A. Gilner,Scott W. TWIN CITIES Reeverts,Canaan H. Triplett,Katherine R. Lee,Nathan Q. Bishop,Mark C. Williams,David S. _ Bourdon, Brandon J. BIRMINGHAM VERO BEACH Coyle, Daniel J. SOUTHWEST Bailey,Clark B. Good,Brian A. Elegert,Brandon R. Lawson,Jacob B. Fosmo, Eric J. LAS VEGAS MEMPHIS Roberson, Kevin M. Hume,Robert M. Ahartz,Shannon R. Danley,Drake E. Thomas,Melibe S. Jensen,Matthew D. Jones,Christopher R. Minor,Henry W. Van Rens,Peter J. Matzek,William D. Moles, Richard A. Peregoy,Samuel J. Phipps,Ryan A. Moore,Devin V. Peregoy,Jennifer M. WEST PALM BEACH Schmitz,William J. Mosley,Michael S. Lee,Jason R. Wall,Lisa M. Wolf,Treasea MOBILE Long,Jamea M. Zimmerman, David Starling,Charles H. Mufleh,Marwan H. MESA Rapp,Bryan T. TWIN CITIES-WEST Burm,Jason M. NASHVILLE Schanen,Kevin M. Kuhnau,JoNette L. Grandy, Michael L. Creasman,Brett R. Schwartz,Michael F. Wurdeman, Brian M. Margetts,Sterling T. Dufour,Zachary J. Tercilla, Lindsey A. Mutti,Brent H. Espelet,Leonardo E. Walthall, David W. Walnum,Nathan C. McMaster, Ryan L. Page 2 of 2 PROFESSIONAL SERVICES AGREEMENT Contract # 23-8085 for Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd THIS AGREEMENT is made and entered into this ZS day of Ry t ` , 20 24 by and between the Board of County Commissioners for Collier County, Florida, a political subdivision of the State of Florida (hereinafter referred to as the "COUNTY") and Kimley-Horn and Associates, Inc. authorized to do business in the State of Florida, whose business address is 421 Fayetteville Street, Suite 600, Raleigh, NC 27601 (hereinafter referred to as the "CONSULTANT" and/or "CONTRACTOR"). WITNESSETH: WHEREAS, the COUNTY desires to obtain the professional services of the CONSULTANT concerning Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd (hereinafter referred to as the "Project"), said services in accordance with the provisions of Section 287.055, Florida Statutes being more fully described in Schedule A, "Scope of Services", which is attached hereto and incorporated herein; WHEREAS, the CONSULTANT has submitted a proposal for provision of those services; and; WHEREAS, the CONSULTANT represents that it has expertise in the type of professional services that will be required for the Project. NOW, THEREFORE, in consideration of the mutual covenants and provisions contained herein, the parties hereto agree as follows: ARTICLE ONE CONSULTANT'S RESPONSIBILITY 1.1. CONSULTANT shall provide to COUNTY professional services in all phases of the Project to which this Agreement applies. 1.2. The Basic Services to be performed by CONSULTANT hereunder are set forth in the Scope of Services described in detail in Schedule A. The total compensation to be paid CONSULTANT by the COUNTY for all Basic Services is set forth in Article Five and Schedule B, "Basis of Compensation", which is attached hereto and incorporated herein. 1.3. The CONSULTANT agrees to obtain and maintain throughout the period of this Agreement all such licenses as are required to do business in the State of Florida and in Collier County, Florida, including, but not limited to, all licenses required by the respective state boards and other governmental agencies responsible for regulating and licensing the professional services to be provided and performed by the CONSULTANT pursuant to this Agreement. Page 1 o129 PSA_CCNA Single Project Agreement[2023_ver.l] 1.4. The CONSULTANT agrees that, when the services to be provided hereunder relate to a professional service which, under Florida Statutes, requires a license, certificate of authorization or other form of legal entitlement to practice such services, it shall employ and/or retain only qualified personnel to provide such services to the COUNTY. 1.5. CONSULTANT designates Rick Arico, P.E. a qualified licensed professional to serve as the CONSULTANT's project coordinator (hereinafter referred to as the "Project Coordinator"). The Project Coordinator is authorized and responsible to act on behalf of the CONSULTANT with respect to directing, coordinating and administering all aspects of the services to be provided and performed under this Agreement. Further, the Project Coordinator has full authority to bind and obligate the CONSULTANT on all matters arising out of or relating to this Agreement. The CONSULTANT agrees that the Project Coordinator shall devote whatever time is required to satisfactorily manage the services to be provided and performed by the CONSULTANT hereunder. The Project Coordinator shall not be removed by CONSULTANT from the Project without the COUNTY's prior written approval, and if so removed must be immediately replaced with a person acceptable to the COUNTY. 1.6. CONSULTANT agrees, within fourteen (14) calendar days of receipt of a written request from the COUNTY to promptly remove and replace the Project Coordinator, or any other personnel employed or retained by the CONSULTANT, or any subconsultants or subcontractors or any personnel of any such subconsultants or subcontractors engaged by the CONSULTANT to provide and perform services or work pursuant to the requirements of this Agreement, said request may be made with or without cause. Any personnel so removed must be immediately replaced with a person acceptable to the COUNTY. 1.7. The CONSULTANT represents to the COUNTY that it has expertise in the type of professional services that will be performed pursuant to this Agreement and has extensive experience with projects similar to the Project required hereunder. The CONSULTANT agrees that all services to be provided by CONSULTANT pursuant to this Agreement shall be subject to the COUNTY's review and approval and shall be in accordance with the generally accepted standards of professional practice in the State of Florida, as well as in accordance with all applicable laws, statutes, including but not limited to ordinances, codes, rules, regulations and requirements of any governmental agencies, and the Florida Building Code where applicable, which regulate or have jurisdiction over the Services to be provided and performed by CONSULTANT hereunder, the Local Government Prompt Payment Act (218.735 and 218.76 F.S.), as amended, and the Florida Public Records Law Chapter 119, including specifically those contractual requirements at F.S. § 119.0701(2)(a)-(b) as stated as follows: IT IS THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, IT SHOULD CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: Communications, Government and Public Affairs Division 3299 Tamiami Trail East, Suite 102 Naples, FL 34112-5746 Telephone: (239) 252-8999 Email: PublicRecordRequest(a)colliercountVfl.gov The Contractor must specifically comply with the Florida Public Records Law to: Page 2 of 29 PSA_CCNA Single Project Agreement[2023_ver.I] 1. Keep and maintain public records required by the public agency to perform the service. 2. Upon request from the public agency's custodian of public records, provide the public agency 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 Contractor does not transfer the records to the public agency. 4. Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the Contractor or keep and maintain public records required by the public agency to perform the service. If the Contractor transfers all public records to the public agency upon completion of the contract, the Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Contractor keeps and maintains public records upon completion of the contract, the Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency's custodian of public records, in a format that is compatible with the information technology systems of the public agency. If Contractor observes that the Contract Documents are at variance therewith, it shall promptly notify the County in writing. Failure by the Contractor to comply with the laws referenced herein shall constitute a breach of this Agreement and the County shall have the discretion to unilaterally terminate this Agreement immediately. 1.8. In the event of any conflicts in these requirements, the CONSULTANT shall notify the COUNTY of such conflict and utilize its best professional judgment to advise the COUNTY regarding resolution of each such conflict. The COUNTYS approval of the design documents in no way relieves CONSULTANT of its obligation to deliver complete and accurate documents necessary for successful construction of the Project. 1.9. The COUNTY reserves the right to deduct portions of the (monthly) invoiced (task) amount for the following: Tasks not completed within the expressed time frame, including required deliverables, incomplete and/or deficient documents, failure to comply with local, state and/or federal requirements and/or codes and ordinances applicable to CONSULTANT's performance of the work as related to the project. This list is not deemed to be all-inclusive, and the COUNTY reserves the right to make sole determination regarding deductions. After notification of deficiency, if the CONSULANT fails to correct the deficiency within the specified timeframe, these funds would be forfeited by the CONSULTANT. The COUNTY may also deduct or charge the CONSULTANT for services and/or items necessary to correct the deficiencies directly related to the CONSULTANT's non-performance whether or not the COUNTY obtained substitute performance. 1.10. CONSULTANT agrees not to divulge, furnish or make available to any third person, firm or organization, without the COUNTY's prior written consent, or unless incident to the proper performance of the CONSULTANT'S obligations hereunder, or in the course of judicial or legislative proceedings where such information has been properly subpoenaed, any non-public information concerning the services to be rendered by CONSULTANT hereunder, and CONSULTANT shall require all of its employees, agents, subconsultants and subcontractors to comply with the provisions of this paragraph. CONSULTANT shall provide the COUNTY prompt written notice of any such subpoenas. Page 3 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] 1.11 . As directed by the COUNTY, all plans and drawings referencing a specific geographic area must be submitted in an AutoCAD DWG or MicroStation DGN format on a CD or DVD, drawn in the Florida State Plane East (US Feet) Coordinate System (NAD 83/90). The drawings should either reference specific established Survey Monumentation, such as Certified Section Corners (Half or Quarter Sections are also acceptable), or when implemented, derived from the RTK (Real-Time Kinematic) GPS Network as provided by the COUNTY. Information layers shall have common naming conventions (i.e. right-of-way - ROW, centerlines - CL, edge-of-pavement - EOP, etc.), and adhere to industry standard CAD specifications. ARTICLE TWO ADDITIONAL SERVICES OF CONSULTANT 2.1 . If authorized in writing by the COUNTY through a Change Order or Amendment to this Agreement, CONSULTANT shall furnish or obtain from others Additional Services of the types listed in Article Two herein. The agreed upon scope, compensation and schedule for Additional Services shall be set forth in the Change Order or Amendment authorizing those Additional Services. With respect to the individuals with authority to authorize Additional Services under this Agreement, such authority will be as established in the COUNTY's Procurement Ordinance and Procedures in effect at the time such services are authorized. These services will be paid for by the COUNTY as indicated in Article Five and Schedule B. Except in an emergency endangering life or property, any Additional Services must be approved in writing via a Change Order or an Amendment to this Agreement prior to starting such services. The COUNTY will not be responsible for the costs of Additional Services commenced without such express prior written approval. Failure to obtain such prior written approval for Additional Services will be deemed: (i) a waiver of any claim by CONSULTANT for such Additional Services and (ii) an admission by CONSULTANT that such Work is not additional but rather a part of the Basic Services required of CONSULTANT hereunder. If the COUNTY determines that a change in the Agreement is required because of the action taken by CONSULTANT in response to an emergency, an Amendment shall be issued to document the consequences of the changes or variations, provided that CONSULTANT has delivered written notice to the COUNTY of the emergency within forty-eight (48) hours from when CONSULTANT knew or should have known of its occurrence. Failure to provide the forty-eight (48) hour written notice noted above, waives CONSULTANT's right it otherwise may have had to seek an adjustment to its compensation or time of performance under this Agreement. The following services, if not otherwise specified in Schedule A as part of Basic Services, shall be Additional Services: 2.1.1 Preparation of applications and supporting documents (except those already to be furnished under this Agreement) for private or governmental grants, loans, bond issues or advances in connection with the Project. 2.1.2 Services resulting from significant changes in the general scope, extent or character of the Project or its design including, but not limited to, changes in size, complexity, the COUNTY's schedule or character of construction; and revising studies, reports, design documents or Contract Documents previously accepted by the COUNTY when such revisions are required by changes in laws, rules, regulations, ordinances, codes or orders enacted subsequent to and not reasonably anticipated prior to the preparation of such studies, reports or documents, or are due to any other causes beyond CONSULTANT's control and fault. 2.1.3 Providing renderings or models for the COUNTY's use. Page 4 of 29 PSA CCNA Single Project Agreement[2023_ver.1] 2.1.4 Investigations and studies involving detailed consideration of operations, maintenance and overhead expenses; the preparation of feasibility studies, cash flow and economic evaluations, rate schedules and appraisals; and evaluating processes available for licensing and assisting the COUNTY in obtaining such process licensing. 2.1.5 Furnishing services of independent professional associates and consultants for other than the Basic Services to be provided by CONSULTANT hereunder. 2.1.6 Services during travel outside of Collier and Lee Counties required of CONSULTANT and directed by the COUNTY, other than visits to the Project site or the COUNTY's office. 2.1.7 Preparation of operating, maintenance and staffing manuals, except as otherwise provided for herein. 2.1.8 Preparing to serve or serving as a CONSULTANT or witness for the COUNTY in any litigation, or other legal or administrative proceeding, involving the Project (except for assistance in consultations which are included as part of the Basic Services to be provided herein). 2.1.9 Additional services rendered by CONSULTANT in connection with the Project, not otherwise provided for in this Agreement or not customarily furnished in Collier County as part of the Basic Services in accordance with generally accepted professional practice. ARTICLE THREE THE COUNTY'S RESPONSIBILITIES 3.1. The COUNTY shall designate in writing a project manager to act as the COUNTY's representative with respect to the services to be rendered under this Agreement (hereinafter referred to as the "Project Manager"). The Project Manager shall have authority to transmit instructions, receive information, interpret and define the COUNTY's policies and decisions with respect to CONSULTANT's services for the Project. However, the Project Manager is not authorized to issue any verbal or written orders or instructions to the CONSULTANT that would have the effect, or be interpreted to have the effect, of modifying or changing in any way whatever: a. The scope of services to be provided and performed by the CONSULTANT hereunder; b. The time the CONSULTANT is obligated to commence and complete all such services; or c. The amount of compensation the COUNTY is obligated or committed to pay the CONSULTANT. 3.2. The Project Manager shall: a. Review and make appropriate recommendations on all requests submitted by the CONSULTANT for payment for services and work provided and performed in accordance with this Agreement; b. Provide all criteria and information requested by CONSULTANT as to the COUNTY 's requirements for the Project, including design objectives and constraints, space, capacity and performance requirements, flexibility and expandability, and any budgetary limitations; c. Upon request from CONSULTANT, assist CONSULTANT by placing at CONSULTANT's disposal all available information in the COUNTY's possession pertinent to the Project, including existing drawings, specifications, shop drawings, product literature, previous reports and any other data relative to the Project; Page 5 of 29 PSA_CCNA Single Project Agreement[2023_ver.I] d. Arrange for access to and make all provisions for CONSULTANT to enter the Project site to perform the services to be provided by CONSULTANT under this Agreement; and e. Provide notice to CONSULTANT of any deficiencies or defects discovered by the COUNTY with respect to the services to be rendered by CONSULTANT hereunder. ARTICLE FOUR TIME 4.1. Services to be rendered by CONSULTANT shall be commenced subsequent to the execution of this Agreement upon written Notice to Proceed from the COUNTY for all or any designated portion of the Project and shall be performed and completed in accordance with the Project Milestone Schedule attached hereto and made a part hereof as Schedule C. Time is of the essence with respect to the performance of this Agreement. 4.2. Should CONSULTANT be obstructed or delayed in the prosecution or completion of its services as a result of unforeseeable causes beyond the control of CONSULTANT, and not due to its own fault or neglect, including but not restricted to acts of nature or of public enemy, acts of government or of the COUNTY, fires, floods, epidemics, quarantine regulations, strikes or lock-outs, then CONSULTANT shall notify the COUNTY in writing within five (5) working days after commencement of such delay, stating the specific cause or causes thereof, or be deemed to have waived any right which CONSULTANT may have had to request a time extension for that specific delay. 4.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress of CONSULTANT's services from any cause whatsoever, including those for which the COUNTY may be responsible in whole or in part, shall relieve CONSULTANT of its duty to perform or give rise to any right to damages or additional compensation from the COUNTY. CONSULTANT's sole remedy against the COUNTY will be the right to seek an extension of time to its schedule provided, however, the granting of any such time extension shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This paragraph shall expressly apply to claims for early completion, as well as claims based on late completion. Provided, however, if through no fault or neglect of CONSULTANT, the services to be provided hereunder have been delayed for a total of 180 calendar days, CONSULTANT's compensation shall be equitably adjusted, with respect to those services that have not yet been performed, to reflect the incremental increase in costs experienced by CONSULTANT, if any, as a result of such delays. 4.4. Should the CONSULTANT fail to commence, provide, perform or complete any of the services to be provided hereunder in a timely manner, in addition to any other rights or remedies available to the COUNTY hereunder, the COUNTY at its sole discretion and option may withhold any and all payments due and owing to the CONSULTANT until such time as the CONSULTANT resumes performance of its obligations hereunder in such a manner so as to reasonably establish to the COUNTY's satisfaction that the CONSULTANT's performance is or will shortly be back on schedule. 4.5. In no event shall any approval by the COUNTY authorizing CONSULTANT to continue performing Work under this Agreement or any payment issued by the COUNTY to CONSULTANT be deemed a waiver of any right or claim the COUNTY may have against CONSULTANT for delay or any other damages hereunder. Page 6 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] ARTICLE FIVE COMPENSATION 5.1. Compensation and the manner of payment of such compensation by the COUNTY for services rendered hereunder by CONSULTANT shall be as prescribed in Schedule B, entitled "Basis of Compensation", which is attached hereto and made a part hereof. The Project Manager, or designee, reserves the right to utilize any of the following Price Methodologies: Lump Sum (Fixed Price): A firm fixed total price offering for a project; the risks are transferred from the COUNTY to the CONSULTANT; and, as a business practice there are no hourly or material invoices presented, rather, the CONSULTANT must perform to the satisfaction of the COUNTY's Project Manager before payment for the fixed price contract is authorized. Time and Materials: The COUNTY agrees to pay the contractor for the amount of labor time spent by the CONSULTANT 's employees and subcontractors to perform the work (number of hours times hourly rate), and for materials and equipment used in the project (cost of materials plus the contractor's mark-up). This methodology is generally used in projects in which it is not possible to accurately estimate the size of the project, or when it is expected that the project requirements would most likely change. As a general business practice, these contracts include back-up documentation of costs; invoices would include number of hours worked and billing rate by position (and not company (or subcontractor) timekeeping or payroll records), material or equipment invoices, and other reimbursable documentation for the project. 5.2. The hourly rates as set forth and identified in Schedule B, which is attached hereto, shall apply only to tasks procured under the Time and Materials pricing methodology specified in paragraph 5.1 above. I I Gant-Funded:T-he neu y rates as-set ARTICLE SIX THE OWNERSHIP OF DOCUMENTS 6.1. Upon the completion or termination of this Agreement, as directed by the COUNTY, CONSULTANT shall deliver to the COUNTY copies or originals of all records, documents, drawings, notes, tracings, plans, MicroStation or AutoCAD files, specifications, maps, evaluations, reports and other technical data, other than working papers, prepared or developed by or for CONSULTANT under this Agreement ("Project Documents"). The COUNTY shall specify whether the originals or copies of such Project Documents are to be delivered by CONSULTANT. CONSULTANT shall be solely responsible for all costs associated with delivering to the COUNTY the Project Documents. CONSULTANT, at its own expense, may retain copies of the Project Documents for its files and internal use. 6.2. Notwithstanding anything in this Agreement to the contrary and without requiring the COUNTY to pay any additional compensation, CONSULTANT hereby grants to the COUNTY a nonexclusive, irrevocable license in all of the Project Documents for the COUNTY's use on this Project. CONSULTANT warrants to the COUNTY that it has full right and authority to grant this license to the COUNTY. Further, CONSULTANT consents to the COUNTY's use of the Project Documents to complete the Project following CONSULTANT's termination for any reason or to perform additions to or remodeling, replacement or renovations of the Project. CONSULTANT also acknowledges the COUNTY may be making Project Documents available for review and information to various third parties and hereby consents to such use by the COUNTY. Page 7 of 29 PSA_CCNA Single Project Agreement[2023_ver.I] ARTICLE SEVEN MAINTENANCE OF RECORDS 7.1. CONSULTANT will keep adequate records and supporting documentation which concern or reflect its services hereunder. The records and documentation will be retained by CONSULTANT for a minimum of five (5) years from (a) the date of termination of this Agreement or (b) the date the Project is completed, whichever is later, or such later date as may be required by law. The COUNTY, or any duly authorized agents or representatives of the COUNTY, shall, free of charge, have the right to audit, inspect and copy all such records and documentation as often as they deem necessary during the period of this Agreement and during the five (5) year period noted above, or such later date as may be required by law; provided, however, such activity shall be conducted only during normal business hours. ARTICLE EIGHT INDEMNIFICATION 8.1. To the maximum extent permitted by Florida law, CONSULTANT shall indemnify and hold harmless the COUNTY, its officers and employees from any and all liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful conduct of CONSULTANT or anyone employed or utilized by the CONSULTANT in the performance of this Agreement. This indemnification obligation shall not be construed to negate, abridge or reduce any other rights or remedies which otherwise may be available to an indemnified party or person described in this paragraph 8.1 . 8.2. To the extent that the Agreement that the work pertains to a "Professional Services Contract" as defined in Section 725.08(3), Florida Statutes, and the CONSULTANT is a "Design Professional" as defined in Section 725.08(4), Florida Statutes, the indemnification provided herein shall be limited as provided in Sections 725.08(1) & (2), Florida Statutes. ARTICLE NINE INSURANCE 9.1. CONSULTANT shall obtain and carry, at all times during its performance under the Contract Documents, insurance of the types and in the amounts set forth in SCHEDULE D to this Agreement. 9.2. All insurance shall be from responsible companies duly authorized to do business in the State of Florida. 9.3. All insurance policies required by this Agreement shall include the following provisions and conditions by endorsement to the policies: 9.3.1. All insurance policies, other than the Business Automobile policy, Professional Liability policy, and the Workers Compensation policy, provided by CONSULTANT to meet the requirements of this Agreement shall name Collier County Board of County Commissioners, OR, Board of County Commissioners in Collier County, OR, Collier County Government, as an additional insured as to the operations of CONSULTANT under this Agreement and shall contain a severability of interests' provisions. Page 8 of 29 PSA_CCNA Single Project Agreement[2023_ver.l] 9.3.2. Companies issuing the insurance policy or policies shall have no recourse against the COUNTY for payment of premiums or assessments for any deductibles which all are at the sole responsibility and risk of CONSULTANT. 9.3.3. All insurance coverage of CONSULTANT shall be primary to any insurance or self- insurance program carried by the COUNTY applicable to this Project, and the "Other Insurance" provisions of any policies obtained by CONSULTANT shall not apply to any insurance or self-insurance program carried by the COUNTY applicable to this Project. 9.3.4. The Certificates of Insurance must read: For any and all work performed on behalf of Collier County, or reference this contract number. 9.3.5. All insurance policies shall be fully performable in Collier County, Florida, and shall be construed in accordance with the laws of the State of Florida. 9.4. CONSULTANT, its subconsultants and the COUNTY shall waive all rights against each other for damages covered by insurance to the extent insurance proceeds are paid and received by the COUNTY, except such rights as they may have to the proceeds of such insurance held by any of them. 9.5. All insurance companies from whom CONSULTANT obtains the insurance policies required hereunder must meet the following minimum requirements: 9.5.1. The insurance company must be duly licensed and authorized by the Department of Insurance of the State of Florida to transact the appropriate insurance business in the State of Florida. 9.5.2. The insurance company must have a current A. M. Best financial rating of"Class VI" or higher. ARTICLE TEN SERVICES BY CONSULTANT'S OWN STAFF 10.1. The services to be performed hereunder shall be performed by CONSULTANT's own staff, unless otherwise authorized in writing by the COUNTY. The employment of, contract with, or use of the services of any other person or firm by CONSULTANT, as independent consultant or otherwise, shall be subject to the prior written approval of the COUNTY. No provision of this Agreement shall, however, be construed as constituting an agreement between the COUNTY and any such other person or firm. Nor shall anything in this Agreement be deemed to give any such party or any third party any claim or right of action against the COUNTY beyond such as may then otherwise exist without regard to this Agreement. 10.2. Attached as Schedule F is a listing of all key personnel CONSULTANT intends to assign to the Project to perform the Services required hereunder. Such personnel shall be committed to this Project in accordance with the percentages noted in Schedule F. All personnel, identified in Schedule F shall not be removed or replaced without the COUNTY's prior written consent. 10.3. CONSULTANT is liable for all the acts or omissions of its subconsultants or subcontractors. By appropriate written agreement, the CONSULTANT shall require each subconsultant or subcontractor, to the extent of the Services to be performed by the subconsultant or subcontractor, to be bound to the CONSULTANT by the terms of this Agreement, and to assume toward the Page 9 of 29 PSA_CCNA Single Project Agreement[2023_ver.l] CONSULTANT all the obligations and responsibilities which the CONSULTANT, by this Agreement, assumes toward the COUNTY. Each subconsultant or subcontract agreement shall preserve and protect the rights of the COUNTY under this Agreement with respect to the Services to be performed by the subconsultant or subcontractor so that the sub consulting or subcontracting thereof will not prejudice such rights. Where appropriate, the CONSULTANT shall require each subconsultant or subcontractor to enter into similar agreements with its sub-subconsultants or sub-subcontractors. 10.4. CONSULTANT acknowledges and agrees that the COUNTY is a third-party beneficiary of each contract entered into between CONSULTANT and each subconsultant or subcontractor, however nothing in this Agreement shall be construed to create any contractual relationship between the COUNTY and any subconsultant or subcontractor. Further, all such contracts shall provide that, at the COUNTY's discretion, they are assignable to the COUNTY upon any termination of this Agreement. ARTICLE ELEVEN WAIVER OF CLAIMS 11.1. CONSULTANT's acceptance of final payment shall constitute a full waiver of any and all claims, except for insurance company subrogation claims, by it against the COUNTY arising out of this Agreement or otherwise related to the Project, and except those previously made in writing in accordance with the terms of this Agreement and identified by CONSULTANT as unsettled at the time of the final payment. Neither the acceptance of CONSULTANT's services nor payment by the COUNTY shall be deemed to be a waiver of any of the COUNTY's rights against CONSULTANT. ARTICLE TWELVE TERMINATION OR SUSPENSION 12.1 . CONSULTANT shall be considered in material default of this Agreement and such default will be considered cause for the COUNTY to terminate this Agreement, in whole or in part, as further set forth in this section, for any of the following reasons: (a) CONSULTANT's failure to begin services under the Agreement within the times specified under the Notice(s) to Proceed, or(b) CONSULTANT's failure to properly and timely perform the services to be provided hereunder or as directed by the COUNTY, or (c) the bankruptcy or insolvency or a general assignment for the benefit of creditors by CONSULTANT or by any of CONSULTANT's principals, officers or directors, or (d) CONSULTANT's failure to obey any laws, ordinances, regulations or other codes of conduct, or (e) CONSULTANT's failure to perform or abide by the terms and conditions of this Agreement, or (f) for any other just cause. The COUNTY may so terminate this Agreement, in whole or in part, by giving the CONSULTANT seven (7) calendar days written notice of the material default. 12.2. If, after notice of termination of this Agreement as provided for in paragraph 12.1 above, it is determined for any reason that CONSULTANT was not in default, or that its default was excusable, or that the COUNTY otherwise was not entitled to the remedy against CONSULTANT provided for in paragraph 12.1, then the notice of termination given pursuant to paragraph 12.1 shall be deemed to be the notice of termination provided for in paragraph 12.3, below, and CONSULTANT's remedies against the COUNTY shall be the same as and be limited to those afforded CONSULTANT under paragraph 12.3, below. 12.3. The COUNTY shall have the right to terminate this Agreement, in whole or in part, without cause upon seven (7) calendar days written notice to CONSULTANT. In the event of such termination for convenience, CONSULTANT'S recovery against the COUNTY shall be limited to that portion of Page 10 of 29 PSA_CCNA Single Project Agreement[2023_ver.I] the fee earned through the date of termination, together with any retainage withheld and any costs reasonably incurred by CONSULTANT that are directly attributable to the termination, but CONSULTANT shall not be entitled to any other or further recovery against the COUNTY, including, but not limited to, anticipated fees or profits on work not required to be performed. CONSULTANT must mitigate all such costs to the greatest extent reasonably possible. 12.4. Upon termination and as directed by the COUNTY, the CONSULTANT shall deliver to the COUNTY all original papers, records, documents, drawings, models, and other material set forth and described in this Agreement, including those described in Article 6, that are in CONSULTANT's possession or under its control. 12.5. The COUNTY shall have the power to suspend all or any portions of the services to be provided by CONSULTANT hereunder upon giving CONSULTANT two (2) calendar days prior written notice of such suspension. If all or any portion of the services to be rendered hereunder are so suspended, the CONSULTANT's sole and exclusive remedy shall be to seek an extension of time to its schedule in accordance with the procedures set forth in Article Four herein. 12.6. In the event (i) the COUNTY fails to make any undisputed payment to CONSULTANT within forty-five (45) days after such payment is due or such other time as required by Florida's Prompt Payment Act or (ii) the COUNTY otherwise persistently fails to fulfill some material obligation owed by the COUNTY to CONSULTANT under this Agreement, and (ii) the COUNTY has failed to cure such default within fourteen (14) days of receiving written notice of same from CONSULTANT, then CONSULTANT may stop its performance under this Agreement until such default is cured, after giving THE COUNTY a second fourteen (14) days written notice of CONSULTANT's intention to stop performance under the Agreement. If the Services are so stopped for a period of one hundred and twenty (120) consecutive days through no act or fault of the CONSULTANT or its subconsultant or subcontractor or their agents or employees or any other persons performing portions of the Services under contract with the CONSULTANT, the CONSULTANT may terminate this Agreement by giving written notice to the COUNTY of CONSULTANT's intent to terminate this Agreement. If the COUNTY does not cure its default within fourteen (14) days after receipt of CONSULTANT's written notice, CONSULTANT may, upon fourteen (14) additional days' written notice to the COUNTY, terminate the Agreement and recover from the COUNTY payment for Services performed through the termination date, but in no event, shall CONSULTANT be entitled to payment for Services not performed or any other damages from the COUNTY. ARTICLE THIRTEEN TRUTH IN NEGOTIATION REPRESENTATIONS 13.1. CONSULTANT warrants that CONSULTANT has not employed or retained any company or person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. 13.2. In accordance with provisions of Section 287.055, (5)(a), Florida Statutes, the CONSULTANT agrees to execute the required Truth-In-Negotiation Certificate, attached hereto and incorporated herein as Schedule E, certifying that wage rates and other factual unit costs supporting the compensation for CONSULTANT's services to be provided under this Agreement are accurate, complete and current at the time of the Agreement. The CONSULTANT agrees that the original Page 11 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] Agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the COUNTY determines the Agreement price was increased due to inaccurate, incomplete, or non- current wage rates and other factual unit costs. All such adjustments shall be made within one (1) year following the end of this Agreement. ARTICLE FOURTEEN CONFLICT OF INTEREST 14.1 . CONSULTANT represents that it presently has no interest and shall acquire no interest, either direct or indirect, which would conflict in any manner with the performance of services required hereunder. CONSULTANT further represents that no persons having any such interest shall be employed to perform those services. ARTICLE FIFTEEN MODIFICATION 15.1. No modification or change in this Agreement shall be valid or binding upon either party unless in writing and executed by the party or parties intended to be bound by it. ARTICLE SIXTEEN NOTICES AND ADDRESS OF RECORD 16.1 . All notices required or made pursuant to this Agreement to be given by the CONSULTANT to the COUNTY shall be in writing and shall be delivered by hand, email, or by United States Postal Service Department, first class mail service, postage prepaid, addressed to the following the COUNTY's address of record: Board of County Commissioners for Collier County, Florida Division Name: Transportation Engineering Division Division Director: Jay Ahmad Address: 2885 Horseshoe Drive Naples, Florida 34104 Administrative Agent/PM: Ragaey "Ray" Girgis, Project Manager III Telephone: (239) 252-5731 E-Mail(s): Ragaey.Girgiscolliercountyfl.gov 16.2. All notices required or made pursuant to this Agreement to be given by the COUNTY to the CONSULTANT shall be made in writing and shall be delivered by hand, email or by the United States Postal Service Department, first class mail service, postage prepaid, addressed to the following CONSULTANT's address of record: Company Name: Kimley-Horn and Associates, Inc. Address: 1412 Jackson Street, Suite 2 Fort Myers, Florida 33901 Page 12 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] CA() Attention Name & Title: Rick Arico, P.E. Telephone: Direct: (239) 984-6525 / Mobile: (239) 288-3435 E-Mail(s): Richard.Arico(c�kimley-horn.com 16.3. Either party may change its address of record by written notice to the other party given in accordance with requirements of this Article. ARTICLE SEVENTEEN MISCELLANEOUS 17.1. CONSULTANT, in representing the COUNTY, shall promote the best interests of the COUNTY and assume towards the COUNTY a duty of the highest trust, confidence, and fair dealing. 17.2. No modification, waiver, suspension or termination of the Agreement or of any terms thereof shall impair the rights or liabilities of either party. 17.3. This Agreement is not assignable, or otherwise transferable in whole or in part, by CONSULTANT without the prior written consent of the COUNTY. 17.4. Waivers by either party of a breach of any provision of this Agreement shall not be deemed to be a waiver of any other breach and shall not be construed to be a modification of the terms of this Agreement. 17.5. The headings of the Articles, Schedules, Parts and Attachments as contained in this Agreement are for the purpose of convenience only and shall not be deemed to expand, limit or change the provisions in such Articles, Schedules, Parts and Attachments. 17.6. This Agreement, including the referenced Schedules and Attachments hereto, constitutes the entire agreement between the parties hereto and shall supersede, replace and nullify any and all prior agreements or understandings, written or oral, relating to the matter set forth herein, and any such prior agreements or understanding shall have no force or effect whatever on this Agreement. 17.7. Unless otherwise expressly noted herein, all representations and covenants of the parties shall survive the expiration or termination of this Agreement. 17.8. This Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. 17.9. The terms and conditions of the following Schedules attached hereto are by this reference incorporated herein: Schedule A SCOPE OF SERVICES Schedule B BASIS OF COMPENSATION Schedule C PROJECT MILESTONE SCHEDULE Schedule D INSURANCE COVERAGE Schedule E CCNA Projects: TRUTH IN NEGOTIATION CERTIFICATE Schedule F KEY PERSONNEL Schedule G Other: N/A Solicitation # 23-8085 , including all Attachment(s), Exhibit(s) & Addendum Consultant's Proposal Page 13 of 29 PSA_CCNA Single Project Agreement[2023_ver.l] (5? 17.10. Grant Funded Projects (only applicable to Grant funded projects): In the event of any conflict between or among the terms of any of the Contract Documents and/or the COUNTY's Board approved Executive Summary, the terms of the Agreement shall take precedence over the terms of all other Contract Documents, except the terms of any Supplemental Grant Conditions shall take precedence over the Agreement. To the extent any conflict in the terms of the Contract Documents cannot be resolved by application of the Supplemental Conditions, if any, or the Agreement, the conflict shall be resolved by imposing the more strict or costly obligation under the Contract Documents upon the CONSULTANT at the COUNTY's discretion. ARTICLE EIGHTEEN APPLICABLE LAW 18.1 . This Agreement shall be governed by the laws, rules, and regulations of the State of Florida, and by such laws, rules and regulations of the United States as made applicable to services funded by the United States government. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. ARTICLE NINETEEN SECURING AGREEMENT/PUBLIC ENTITY CRIMES 19.1 . CONSULTANT warrants that CONSULTANT has not employed or retained any company or person, other than a bona fide employee working solely for CONSULTANT, to solicit or secure this Agreement and that CONSULTANT has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for CONSULTANT, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. At the time this Agreement is executed, CONSULTANT shall sign and deliver to the COUNTY the Truth-In-Negotiation Certificate identified in Article 13 and attached hereto and made a part hereof as Schedule E. CONSULTANT's compensation shall be adjusted to exclude any sums by which the COUNTY determines the compensation was increased due to inaccurate, incomplete, or noncurrent wage rates and other factual unit costs. 19.2. By its execution of this Agreement, CONSULTANT acknowledges that it has been informed by the COUNTY of and is in compliance with the terms of Section 287.133(2)(a) of the Florida Statutes which read as follows: "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list." Page 14 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] ARTICLE TWENTY DISPUTE RESOLUTION 20.1 . Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes between the parties, the parties shall make a good faith effort to resolve any such disputes by negotiation. The negotiation shall be attended by representatives of CONSULTANT with full decision-making authority and by the COUNTY's staff person who would make the presentation of any settlement reached during negotiations to the COUNTY for approval. Failing resolution, and prior to the commencement of depositions in any litigation between the parties arising out of this Agreement, the parties shall attempt to resolve the dispute through Mediation before an agreed-upon Circuit Court Mediator certified by the State of Florida. The mediation shall be attended by representatives of CONSULTANT with full decision-making authority and by the COUNTY's staff person who would make the presentation of any settlement reached at mediation to the COUNTY's board for approval. Should either party fail to submit to mediation as required hereunder, the other party may obtain a court order requiring mediation under section 44.102, Fla. Stat. 20.2. Any suit or action brought by either party to this Agreement against the other party relating to or arising out of this Agreement must be brought in the appropriate federal or state courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such matters. ARTICLE TWENTY-ONE IMMIGRATION LAW COMPLIANCE 21.1. By executing and entering into this agreement, the CONSULTANT is formally acknowledging without exception or stipulation that it is fully responsible for complying with the provisions of the Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended, as well as the Florida state law requirements set forth in Florida Statute, §448.095, as may be amended. Failure by the CONSULTANT to comply with the laws referenced herein shall constitute a breach of this agreement and the COUNTY shall have the discretion to unilaterally terminate this Agreement immediately. [Signature page to follow this page] ******Remainder of page intentionally left blank****** Page 15 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] IN WITNESS WHEREOF, the parties hereto have executed this Professional Services Agreement the day and year first written above. ATTEST: BOARD OF COUNTY COMMISSIONERS FOR COLLIER COUNTY, FLORIDA Crystal K. Kinzel, Clerk of the Circuit Court and Comptroller By:. r4'7615-t-tru,V-- By: ajlak Attest as to Chairman's a5 -2L' signature only Chris Hall , Chairman . 11 proved a o F•, nd Le ality: County Attorney SAL Name Consultant: Consultant's Witnesses: Kimley- r and Associates, Inc. By: Meu�io ci MG s, / Im+h Auk G J. &zit Pst- Name and Title Name a d Title JO A an the, r t Witness SnmOrrtha Rosenap rd, HR coOrdincriOY Name and Title Page 16 of 29 PSA_CCNA Single Project Agreement[2023_ver.I] �.i SCHEDULE A SCOPE OF SERVICES following this page (pages 1 through 74 ) • Page 17 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" SCHEDULE A SCOPE OF SERVICES 1. PURPOSE The purpose of this section 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. Major work mix includes: • 0020 New Bridge Construction • 0221 Widen & Resurface Existing Lanes • 0205 Sidewalk • 0715 Traffic Engineering Study • 0716 Traffic Signals • 0774 Signing/Pavement Markings Major work groups include: • 2.0 Project Development and Environmental (PD&E) Studies • 3.1 Minor Highway Design • 4.1 Miscellaneous Structures and Minor Bridge Design Minor work groups include: • 6.3.1 ITS Analysis &Design • 7.1 Signing, Pavement Marking& Channelization • 7.3 Signalization • 8.1 Control Surveying • 8.2 Design, Right of Way Construction Surveying • 8.4 Right of Way Mapping • 9.1 Soil Exploration • 9.2 Geotechnical Classification Lab Testing • 9.3 Highway Materials Testing • 9.4 Foundation Studies • 9.5 Geotechnical Specialty Lab Testing The Florida Department of Transportation (FDOT) is the administrator of the Federal funds for this project. Therefore, the firms submitting as the PRIME CONSULTANT must be prequalified by the FDOT to work on LAP projects.Furthermore,at a minimum,the Prime Firm must be pre-qualified through FDOT in the following work groups: • Group 3 - Highway Design—Roadway: 3.1 Minor Highway Design • Group 4 - Highway Design—Bridges: 4.1 Miscellaneous Structures and Minor Bridge Design Known alternative construction contracting methods include: N/A Page 1 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" The general objective is for the CONSULTANT to prepare a set of contract documents including plans, specifications, cost estimates, supporting engineering analysis, calculations, and other technical documents in accordance with FDOT and COUNTY policy, procedures, and requirements. These Contract documents will be used by the contractor to build the project and test the project 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. The Scope of Services establishes which items of work in the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance (Florida Greenbook), COUNTY Code, and other pertinent manuals are specifically prescribed to accomplish the work included in this contract and indicate which items of work will be the responsibility of the CONSULTANT and/or the COUNTY. The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original concepts may be required. The CONSULTANT shall incorporate these refinements into the design and consider such refinements to be an anticipated and integral part of the work.This shall not be a basis for any supplemental fee request(s). The CONSULTANT shall demonstrate good project management practices while working on this project. These include communication with the COUNTY and others as necessary, management of time and resources, and documentation. The CONSULTANT shall set up and maintain throughout the design of the project a contract file in accordance with COUNTY procedures. CONSULTANTs are expected to know the laws and rules governing their profession 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. 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. It is imperative that all signal, roadway lighting, and signing and pavement marking design be reviewed and approved by Collier COUNTY Traffic Operations at each phase of the project. The designer shall adhere to the current Collier COUNTY Traffic Operations specifications to minimize redesign. 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.In January 2020, the East of CR-951 Bridges Reevaluation Study (Bridge Study) was completed by Stantec for ten (10) new bridges within the Golden Gate Estates. On May 25, 2021, the Board of COUNTY Commissioners approved the Reevaluation Study,which recommended five(5)of the Bridges to move forward to design and construction. The final East of CR-951 Bridges Reevaluation Study shall be provided as a referenced document to this solicitation. There may be other construction projects in Golden Gate Estates under construction before this project. The CONSULTANT shall incorporate all future improvements by"others"as an existing condition unless otherwise directed by the Project Manager. Page 2 of 74 Schedule A—Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" The project encompasses approximately a 3.06-mile section of 47th Avenue NE from the intersection with Immokalee Road west extending east to Everglades Boulevard N. 47th Avenue NE intersects with a series of narrow dead-end streets west of the Golden Gate Main Canal. Immokalee Road will be considered a north-south corridor between Oil Well Road and Platt Road for this project. The improvements proposed will provide connectivity and roadway enhancements to those dead-end streets and improve emergency response times and safety along the corridor. The proposed roadway improvements shall be designed for a minimum design speed of 35 mph with posted speed of 30 mph. The project also consists of adding a new bridge over the canal crossing, widening of the existing two-lane rural roadway width from 9-ft to 11-ft and adding a 2-ft to 6-ft shoulder (4-ft paved, 2-ft unpaved), where practical in each direction. A 6-foot sidewalk(6"thick) shall be constructed along one side of the roadway, 1-ft from the existing right-of-way/easement line. All driveways/turnouts along the corridor shall be replaced with concrete, except where the existing driveway has brick pavers (the existing pavers shall be removed, stored, and replaced). The limits of the driveway replacement shall terminate at the right-of-way and shall match the existing driveway. A prior warrant analysis (see attached) was completed for the intersection with Immokalee Road and a new strain pole traffic signal is proposed and shall include required turn lanes with the intersection improvements. The CONSULTANT shall perform a traffic signal warrant analysis study is required for the Everglades Boulevard N intersection. Upon completion of the traffic signal warrant analysis study if a traffic signal is warranted at the Everglades Boulevard N intersection, a mast arm signal will be proposed to conform to the LAP requirements at this intersection. The typical section of the proposed bridge shall be reasonably similar to the already constructed 8th Street NE bridge, which consists of two 12-ft travel lanes, 6-ft shoulders on each side, and a 6-ft sidewalk connecting to the new roadway sidewalk (see Section 2.5). The Consultant should be aware that different site conditions may alter the elements of the bridge. 2.1. Project General and Roadway (Activities 3,4, and 5) Public Involvement: See Public Involvement Scope, Section 3.1 Other Agency Presentations/Meetings: See Public Involvement Scope, Section 3.1 Joint Participation Agreements:N/A. Local Agency Program Agreement: N/A Specification Package Preparation: See Specifications Package Preparation, Section 3.3 Value Engineering: Value Engineering/Independent Peer Review services will be conducted by an independent CONSULTANT for this project. Please review Section 3.5 for details. Plan Type: Plan/Profile: The CONSULTANT shall provide all plans and details necessary for the construction of the project described herein. The CONSULTANT is expected to follow all design criteria and processes provided in November 2020 LAP Manual, Chapter 20, and the latest version of the FDOT Manual of Uniform Minimum Standards for Design, Construction, and Maintenance (commonly known as the Florida Greenbook). Additional criteria from the Construction Standards Handbook for Work Within the Public Right-of-way Collier COUNTY, Florida, and the Collier COUNTY Urban Land Development Code (CCULDC) should also be utilized. The 2021 FDOT Design Manual (FDM) criteria, as well as the National Association of City Transportation Officials (NACTO) Urban Bikeway Design Guide should be considered for best practice. Deviations from the criteria and processes provided in the FDM must be approved by the COUNTY in writing. Page 3 of 74 Schedule A—Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Typical Section: The CONSULTANT shall develop and submit a Typical Section Package (See Project Description) for COUNTY review and acceptance prior to the CONSULTANT and COUNTY signing and sealing the Typical Section Package. Pavement Design: The CONSULTANT shall provide all pavement designs required for the project. The CONSULTANT shall submit a signed and sealed Pavement Design Package before the 30%plan submittal for COUNTY approval. Pavement Type Selection Report(s):N/A Cross Slope: As needed. The CONSULTANT shall evaluate any necessary modifications to cross slopes of existing pavement to be retained as part of this project. Access Management Classification: To be coordinated with the COUNTY as required. Transit Route Features: N/A Major Intersections/Interchanges: 47th Avenue NE and Immokalee Road and 47th Avenue NE and Everglades Boulevard N. Roadway Alternative Analysis: N/A Level of TTCP: The CONSULTANT shall provide Temporary Traffic Control Plans as required. Appropriate maintenance of traffic during construction is critical to the public, local businesses, and emergency services. The CONSULTANT shall develop maintenance of traffic plans that limit impacts to the public while minimizing the cost and duration of construction. Temporary Lighting: The CONSULTANT is responsible for any temporary lighting designs necessary for the project. Temporary Signals:N/A. Temporary Drainage: The CONSULTANT is responsible for any temporary drainage designs necessary for the project. Design Variations/Exceptions: The CONSULTANT is responsible for preparing the following anticipated Design Variation(s): Shoulder Width Clear Zone Additionally,the CONSULTANT shall confirm with SFWMD for requirements of vertical bridge clearance criteria and proposed canal cross section for Golden Gate Estates Main Canal. The SFWMD may require the County to construct a maintenance access ramp upstream or downstream of the bridge to grant the waiver. The Consultant and the County will decide on an appropriate location if necessary.The maintenance access ramp is an OPTIONAL SERVICE. Back of Sidewalk Profiles: As required Selective Clearing and Grubbing: N/A Landscaping:N/A 2.2.Drainage(Activities 6a and 6b) System Type: As required. The storm water systems shall be designed to meet the permitting requirements of all applicable permitting agencies. The storm water system designs shall consider best management Page 4 of 74 Schedule A—Scope of Services CA() Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" practices, open system, closed system, lateral ditches, exfiltration, etc., or a combination thereof, within or outside the existing right-of-way. The design/coordination of off-site ponds is part of the Scope of Services. The CONSULTANT shall develop all hydraulic requirements, designs, and Construction Contract Documents for all hydraulic features, such as but not limited to all storm water conveyance, storage, and treatment facilities, required for the project. All existing drainage structures and features shall be shown on the construction plans and should be inspected for scour, erosion, structural integrity and accumulation of sediments as necessary. Treatments should be coordinated with the COUNTY's Project Manager before being added to the Construction Contract Documents. CONSULTANT will prepare a Stormwater Management Report prior to 60%design to present the proposed drainage design strategy to the COUNTY including the County Maintenance Department. The intent is to obtain approval and support for the drainage concept prior to detailed design of the system at 60%. 2.3.Utilities Coordination (Activity 7) The CONSULTANT shall certify that all necessary arrangements for utility work on this project have been made and will not conflict with the physical construction schedule. The CONSULTANT should coordinate with COUNTY personnel to coordinate transmittals to Utility Companies and meet production schedules. The CONSULTANT shall ensure FDOT, and COUNTY standards, policies, procedures, practices, and design criteria are followed concerning utility coordination. The CONSULTANT may employ more than one individual or utility engineering CONSULTANT to provide utility coordination and engineering design expertise. The CONSULTANT shall identify a dedicated person responsible for managing all utility coordination activities. This person shall be contractually referred to as the Utility Coordination Manager and shall be identified in the CONSULTANT proposal. The Utility Coordination Manager shall be approved by the COUNTY's Project Manager and is required to satisfactorily demonstrate to the COUNTY's Project Manager that they have the following knowledge, skills, and expertise: • A minimum of 4 years of experience performing utility coordination in accordance with FDOT, Federal Highway Administration (FHWA), and American Association of State Highway and Transportation Officials (AASHTO) standards, policies, and procedures. • A thorough knowledge of the FDOT plans production process and District utility coordination process. • A thorough knowledge of FDOT agreements, standards, policies, and procedures. The Utility Coordination Manager shall be responsible for managing all utility coordination, including the following: • Assuring that Utility Coordination and accommodation is in accordance with the FDOT, FHWA, and AASHTO standards,policies, procedures, and design criteria. • Assisting the engineer of record in identifying all existing utilities and coordinating any new installations. Assisting the Engineer of Record with resolving utility conflicts. • Scheduling and performing utility coordination meetings,keeping and distribution of minutes/action items of all utility meetings, and ensuring expedient follow-up on all unresolved issues. • Distributing all plans, conflict matrixes and changes to affected utility owners and making sure this Page 5 of 74 Schedule A—Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" information is properly coordinated and documented. • Identifying and coordinating the completion of any COUNTY or utility owner agreement that is required for reimbursement, or accommodation of the utility facilities associated with the project. • Review and certify to the COUNTY Project Manager that all Utility Work Schedules are correct and in accordance with the COUNTY's standards, policies, and procedures. • Prepare, review and process all utility related reimbursable paperwork inclusive of betterment and salvage determination. The CONSULTANT's utility coordination work shall be performed and directed by the Utility Coordination Manager that was identified and approved by COUNTY's Project Manager. Any proposed change of the approved Utility Coordination Manager shall be subject to review and approval by COUNTY's Project Manager prior to any change being made in this contract. Anticipated utilities include: • Florida Power and Light • Lee County Electric Cooperative • Hotwire Communications • Resource Conservation Systems • Qwest Communications • Comcast • CenturyLink/Lumen • Summit Broadband, Inc. • TECO Peoples Gas • Crown Castle Fiber • Collier County IT • Collier County Public Utilities • Collier County Traffic Operations • Collier County ITS /ATMS The CONSULTANT shall be responsible for identifying and coordinating with all Utility Agency Owners (UAO)within the project limits. Additionally, the designer shall identify Collier County-owned facilities, such as CCWSD. Design, relocation, or modification to these existing facilities would be considered an additional service, if required. 2.4.Environmental Permits and Environmental Clearances (Activity 8) The CONSULTANT shall coordinate with all appropriate regulatory agencies to obtain all necessary permits, which may include but are not limited to: • Environmental Resource Permit(SFWMD) • Right-of-way Occupancy Permit(SFWMD/BCB) • FDEP Section 404 Permit The CONSULTANT is responsible for identifying and applying for all necessary permits for the project. The CONSULTANT is responsible for all permit coordination and revisions necessary to obtain the required permits. The CONSULTANT shall obtain a COUNTY review of the plans and application before submitting to the permitting agencies and assist the COUNTY in developing the permitting strategy for the project. Page 6 of 74 Schedule A—Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" All application and processing fees associated with permitting activities shall be paid for by the COUNTY directly to each applicable agency. The COUNTY will direct use of mitigation banks as required. 2.5.Structures (Activities 9— 18) Bridge: The Consultant shall provide all necessary design services, obtain new bridge number from the FDOT and deliver construction documents for the new bridge defined below with a new structure. The length of the new structure is dependent on the site constraints, the requirements defined herein and the requirements to be established by the permitting agencies. Bridge Number: TBD Typical Section: The suggested proposed bridge typical section shall comprise 2-12-ft lanes, 6-ft shoulders, 6-ft sidewalk on one side with a 32"vertical face barrier with Post"C" Railing (per FDOT index 423), and a standard 1'-4" wide traffic railing. The span arrangement must be such that there shall be no center pier in the canal. The superstructure shall be comprised of 6"min. deck overlay with 15"Florida Slab Beams. Type of Bridge Structure Work: • Bridge Type Study to verify the suggested bridge type geometry • Bridge Development Report(BDR)—N/A • Temporary Bridge—N/A • Short Span Concrete- (Activity 12)As applicable • Medium Span Concrete - (Activity 13) (OPTIONAL SERVICE to be negotiated later) Retaining Walls:(OPTIONAL SERVICE to be negotiated later)Retaining walls are not anticipated along this corridor and are not included in the base scope of services. If the Bridge Type Study determines a bridge system with retaining walls is the preferred design option, and the design services are requested by the COUNTY,this work will be considered OPTIONAL SERVICE to be negotiated. Noise Barrier Walls: (N/A) Miscellaneous: The CONSULTANT shall provide all design services and deliver construction documents for any miscellaneous structures required for the project. 2.6.Signing and Pavement Markings (Activities 19 & 20) The CONSULTANT shall provide all design services and deliver construction documents for all signing and pavement markings required for the project. The CONSULTANT shall coordinate with COUNTY's Traffic Operations Section to maintain the integrity of COUNTY's sign asset database.The CONSULTANT shall include the following notes in the contract documents, "Contractor to follow Traffic Operations Signing and Pavement Markings special provision details, which include using a 2.5" x 2.5" galvanized metal square tubular signpost." 2.7.Signalization (Activities 21 & 22) A signal warrant study at the intersection of Immokalee Road and 47t'' Ave NE was completed and meets signal warrants.this Scope of Services includes the design of a new signalized intersection:and shall include the following lane configuration: Immokalee Road: (Immokalee Road is considered a north-south corridor between Oil Well Road and Platt Road for this project) • 1-SB thru • SB left Page 7 of 74 Schedule A—Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" • NB thru • NB right 47th Ave NE: • 1-WB left • WB right • EB thru Existing Signalized Intersection: None; however, the configuration at Everglades Blvd, and 47th NE shall be the following: • Exclusive lefts on all approaches • Shared thru and right on all approaches • Exclusive southbound to westbound right turn lane (if the warrant for a signal is met) Traffic Data Collection: The CONSULTANT shall coordinate with the COUNTY's Transportation Planning and Traffic Operations sections to see if required traffic data is available. Traffic Studies: The CONSULTANT shall perform a traffic signal warrant analysis study is required for the Everglades Boulevard N intersection. Count Stations:N/A. Traffic Monitoring Sites:N/A 2.8.Lighting (Activities 23 & 24) The CONSULTANT shall design the lighting at the signalized intersection of Immokalee Road and 47th Ave NE and if a signal is warranted at Everglades Blvd., and 47th Ave NE. 2.9.Landscape (Activities 25 & 26)—N/A 2.10. Survey (Activity 27) Design Survey: The CONSULTANT shall provide all survey services necessary for the project. It is anticipated this will include a detailed Topographic and Right of Way Control Survey for 47th Avenue NE from Immokalee Road to Everglades Boulevard including all access points in between, within Collier COUNTY existing ROW. The 47th Ave NE existing right-of-way width is approximately 60 feet, and the topographic survey performed within these limits shall extend 10 feet to the north and south of these boundaries. In addition, at the major intersecting streets, the limits of the survey shall extend 650 feet on either leg of the major streets, and 50 feet on either side of the existing right-of-way. At the minor intersecting streets, the limits of survey shall extend approximately 200 feet on either side of the centerline of the 47th Avenue NE right of way. At the Golden Gate Canal, survey should extend 40' from the top of bank(one each side of the canal) and 300' north and south along the canal from the centerline of the bridge. Geotechnical Boring Locations: Boring locations will be provided for proposed strain poles along Immokalee Road and 47th Ave. NE and the proposed bridge foundation. State plane coordinates shall be collected for geotechnical borings. Subsurface Utility Exploration: (OPTIONAL SERVICE to be negotiated later) The CONSULTANT is responsible for designating all utilities within the project limits. When applicable, Subsurface Utility Engineering (SUE) per the American Society of Civil Engineers accepted guidelines for the collection and depiction of existing subsurface utility data using Quality Level"A"at any proposed strain pole foundations Page 8 of 74 Schedule A—Scope of Services CIsO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" in an area two (2) times the proposed drilled shaft diameter prior to the final design. Additional SUE locations to be determined at proposed drainage locations or any potential locations of conflict with underground facilities. Proposed SUE locations must be approved by the COUNTY prior to authorization of this task. Right of Way Control Survey: The CONSULTANT is responsible for completing a Right of Way Control Survey and defining all official County maintained right of ways necessary for the project. Pond Site and Floodplain Compensation Area: Prepare a boundary and topographic survey for the proposed pond site and pond outfall to the Golden Gate Canal. Spot elevations will be collected on a 100' +/- grid and extend 100' beyond the parcel external boundary. Prepare a topographical survey for the proposed floodplain compensation area and outfall to the proposed pond. Spot elevations will be collected on a 50' +/- grid. Bathymetric Survey: the CONSULTANT shall provide a bathymetric survey along the Golden Gate canal. 2.11. Photogrammetry (Activity 28)—N/A 2.12. Mapping (Activity 29) 2.13. Right of Way Map: A formal Right of Way map is not required for limited Right of Way (for drainage)and Construction/Temporary easements anticipated The CONSULTANT shall be responsible for preparing sketch and legal descriptions for right of way acquisitions, including condemnation, necessary for the project. Obtaining any Title Searches and subsequent updates that may be required is the responsibility of the COUNTY. 2.14. Legal Descriptions: The CONSULTANT shall be responsible for all Legal Descriptions and sketches and for Technical Memorandums required for right-of-way acquisition.The sketch and description shall meet the Minimum Technical Standards of the State of Florida in effect on the date of certification. All Sketches accompanying Descriptions shall include but not limited to a graphical depiction of the location of all utility easements that encumber the described parcel. Sketches shall also include a reference to the Official Records Book and page number of each utility easement. Obtaining any Title Searches and subsequent updates that may be required is the responsibility of the COUNTY. 2.15. Maintenance Map: (OPTIONAL SERVICE to be negotiated later) 2.16. Miscellaneous Items: As required. 2.17. Terrestrial Mobile LiDAR(Activity 30) 2.18. Architecture (Activity 31)—N/A 2.19. Noise Barriers (Activity 32)—N/A 2.20. Intelligent Transportation Systems (Activities 33 & 34)—As required. 2.21. Geotechnical (Activity 35) Page 9 of 74 Schedule A— Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47'h Avenue NE- Immokalee Road to Everglades Blvd" The CONSULTANT shall be responsible for all necessary geotechnical activities associated with/required for this project. Types of borings anticipated for roadway, structures, storm pipe, lighting, and signals. A subsoil investigation plan shall be submitted to COUNTY for approval before the site investigation.Muck and cap rock conditions are typical to Southwest Florida.Not encountering muck and cap rock is outside the norm in Collier County. The presence of both must be identified and quantified in the soils report for the project when encountered by Geotechnical Investigation. Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures, the horizontal and vertical extents of the "Rock Trench Excavation" shall be estimated based on the Geotechnical Investigation.Where muck and/or organic soils are expected to be encountered in the installation of the roadway or stormwater system excavation and subgrade preparation,the horizontal and vertical extents of the "muck removal" shall be estimated based on the Geotechnical Investigation. The Soils Report shall contain a signed statement by the geotechnical engineer that they have walked the project site and verified to the best of their ability that information provided in the report is representative of what the surface conditions and vegetation suggest would exist below. The CONSULTANT shall perform specialized field-testing including but not limited to: • Roadway auger borings every 100 feet to a depth of 5 feet • LBR sampling and testing at 3 per mile. • Pavement core sampling and testing at 1 sample per 1,000 feet. • Corrosion series testing at one sample per strata per 1500 feet of alignment. • Storm sewer system Split Spoon Test(SPT) borings to a depth of 10 feet every 500 feet • SPT borings for each new signal and/or mast arm to a depth of 25 feet • Two corrosion series tests at each signalized intersection location • Two SPT borings per acre of pond and Floodplain Compensation Site to a depth of 20 feet. Where a permanent pool of standing water is observed during the field work, including areas of soft soil, and wetland plant species,the Consultant shall perform additional testing to identify the limits of unsuitable materials. • Two borehole permeability tests at each dry swale location • Piezometer installations at 1 per pond for SHGWL determinations • Standard Penetration Test(SPT)borings at each bridge end bent and at one of the intermediate bent locations. • Standard Penetration Test SPT)borings at each culvert location • Corrosion series testing to support bridge design. • Muck Probing as needed along the roadway limits and within pond areas. • SPT Boring for Walls—OPTIONAL SERVICE to be negotiated later 2.22. 3D Modeling (Activity 36)—N/A 2.23. Project Schedule The anticipated design schedule for the project is 1,425 calendar days from the date of Notice to Proceed (NTP). This will consist of a design phase (705 days), a bid phase (180 days) and a post design phase (540 days).A separate NTP will be issued for the post design services phase. Within ten (10) days after the NTP is issued, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide a detailed project activity/event schedule in Microsoft Project for COUNTY and CONSULTANT to meet the completion date for design. The schedule shall indicate each milestone activity/event that is included in the scope of work and at a Page 10 of 74 Schedule A—Scope of Services C,I�(:� Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" minimum, contract package (Plans, Specifications, Construction Cost Estimate, Design Calculations, etc.) submission dates for 30%, 60%, 90%, 100% Final, and SFWMD submittal packages. The schedule shall allow for a minimum of twenty-one (21) calendar days for COUNTY reviews of the 30%, 60%, 90% and Final submission packages. All fees and price proposals are to be based on a contract schedule of 1,425 calendar days for final construction contract documents and post design services. In no event shall the contract deadline exceed 1,425 calendar days from the date of NTP. A constructability review will be conducted by the COUNTY between the 60% and 90% submittals. The Bid package shall not be submitted prior to obtaining a notice of intent to permit from the governing permitting agencies, which may include FDEP, USACE, and SFWMD. Periodically,throughout the life of the contract,the project schedule shall be reviewed and,with the approval of the COUNTY,adjusted as necessary to incorporate changes in the Scope of Services and progress to date. The approved schedule and schedule status report,along with progress, shall be submitted with the monthly progress report and invoice. 2.24. Submittals-Deliverables The CONSULTANT shall furnish documents as required by the COUNTY to adequately control, coordinate, and approve the work concepts. At each submittal phase, the CONSULTANT shall provide all plans, specifications, design calculations, and cost estimates in strict conformance to the FDOT Design Manual sequence of plans preparation. Partial-phase deliverables will not be accepted. To expedite the design reviews,the COUNTY prefers to use the Bluebeam Revu software platform or approved equal. The CONSULTANT shall set up studio project collaboration sessions in Bluebeam at each phase. The CONSULTANT shall manage the marked-up documents so that comments can be tracked and are easily organized for hard copy print outs. The CONSULTANT shall be responsible to setup Bluebeam Session for soliciting COUNTY's comments on each submittal. The CONSULTANT's Bluebeam setup shall include comment tracking and response mechanism. The CONSULTANT shall provide session access to COUNTY's staff(and other independent CONSULTANT's) as identified by COUNTY's Project Manager. The CONSULTANT shall provide response to each comment until comment is identified marked with a "CLOSED" status by the Reviewer. The CONSULTANT shall maintain copies of all Session files and submit to COUNTY as supplementary files to the Final Deliverable. Use of Bluebeam Sessions for submittal reviews (including setup, upload and maintain comment records) is considered as part of the design approval process; subsequently no separate payment shall be made for Bluebeam Sessions. If the CONSULTANT does not have the use of Bluebeam, a File Transfer server should be used to submit deliverables in Adobe PDF format. All submitted documents shall be digitally signed and sealed in accordance with applicable Florida Statutes. All documents shall be developed and submitted in accordance with the latest edition of the Florida Greenbook unless otherwise directed by the COUNTY in writing. Each submittal shall include one (1) digital copy of all documents required for the submittal as defined herein. Method of delivery must be approved by the COUNTY. In addition to the delivery of the files produced during the course of project development, the COUNTY requires the inclusion of Engineering Data files (prepared by or for the CONSULTANT) for critical geometrics in the design. These can include the alignments, profiles, cross sections, surfaces, etcetera necessary to create the corridor model(s). Critical roadway geometric items, such as the centerlines and Page 11 of 74 Schedule A—Scope of Services !;" ' Request for Professional Services (RPS) 23-8085 "Design Services for 47'h Avenue NE- Immokalee Road to Everglades Blvd" profiles of the proposed mainline, side streets, special ditches, and utilities, must be included. These Engineering Data files are considered"Project Documents"as defined in the contract and shall be provided when requested by the COUNTY. Drawings files shall be provided in most current versions of a fully functional MicroStation V8i (.dgn) or AutoCAD 2019(.dwg) or later software format, and also plotted or scanned to an Adobe Acrobat (.pdf) format in individual sheets. Specifications shall be provided in Microsoft Word 2003 or later. The CONSULTANT shall use the most current FDOT CADD Manual to produce engineering plans preparation. The CADD Manual addresses the requirements to utilize Computer Aided Design and Drafting(CADD)for production and delivery of digital project data. 2.25. Provisions for Work All work shall be prepared 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) o 29 C.F.R. 1926.1101 —Asbestos Standard for Construction, OSHA o 40 C.F.R.61,Subpart M-National Emission Standard for Hazardous Air Pollutants(NESHAP), Environmental Protection Agency (EPA) o 40 C.F.R. 763, Subpart E—Asbestos-Containing Materials in Schools, EPA o 40 C.F.R. 763, Subpart G—Asbestos Worker Protection, EPA 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.) o Florida Administrative Codes (F.A.C.) o Chapters 20, 120, 215, 455, Florida Statutes (F.S.) — Florida COUNTY of Business & Professional Regulations Rules o Florida COUNTY of Environmental Protection Rules o FDOT Basis of Estimates Manual Page 12 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 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 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 Environment Manual 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 Handbook o Florida Fish and Wildlife Conservation Commission — Standard Manatee Construction Conditions 2005 o Florida Statutes (F.S.) 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 COUNTY Page 13 of 74 Schedule A—Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" • 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 the SHS o Transportation Research Board (TRB)—Highway Capacity Manual • 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 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 o FDOT Right of Way Mapping Handbook o FDOT Surveying Procedure Topic 550-030-101 Page 14 of 74 Schedule A—Scope of Services cAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" o Florida COUNTY of Transportation Right of Way Procedures Manual o Florida COUNTY of Transportation Surveying Handbook o Right of Way Mapping Procedure 550-030-015 o 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 o Florida's Turnpike Enterprise o Florida's Turnpike Plans Preparation and Practices Handbook(TPPPH) o Florida's Turnpike Lane Closure Policy 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 Collection • 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.floridasturnpike.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 o AASHTO D1.5/AWS D1.5 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 Page 15 of 74 Schedule A—Scope of Services CNN Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 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 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) • Geotechnical 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 COUNTY of Agriculture and Consumer Services Grades and Standards for Nursery Plants • Architectural o Building Codes o Florida Building Code: o Building o Fuel Gas o Mechanical o Plumbing o 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 A117.1 2003 Accessible and Usable Building and Facilities o Titles II and III, Americans with Disabilities Act (ADA), Public Law 101-336; and the ADA Accessibility Guidelines (ADAAG) o Architectural—Fire Codes and Rules o National Fire Protection Association (NFPA) -Life Safety Code Page 16 of 74 Schedule A—Scope of Services ( Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 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 11 A—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 o Florida Fire Prevention Code as adopted by the State Fire Marshal — Consult with the Florida State Fire Marshal's office for other frequently used codes. • Architectural—Extinguishing Systems 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 o Architectural—Detection and Fire Alarm Systems o NFPA 70—Electrical Code o NFPA 72 — Standard for the Installation, Maintenance, and Use of Local 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 o NFPA 74—Household Fire Warning Equipment 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 Page 17 of 74 Schedule A— Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47'h Avenue NE- Immokalee Road to Everglades Blvd" o NFPA 204M— Smoke and Heating Venting o Architectural—Miscellaneous Systems 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 o 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 o 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 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 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 Page 18 of 74 Schedule A—Scope of Services C'A C j Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 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) o Services to be Performed by the COUNTY When appropriate and /or available, the COUNTY will provide project data including: o All certifications necessary for project letting. o All information pertaining to future improvements as part of the COUNTY's Planning or forecast projects. o All future information that may become available to the COUNTY during the term of the CONSULTANT's Agreement, which in the opinion of the COUNTY is necessary for the execution of the work. o Available traffic and planning data. o Engineering standards review services. o All available information in the possession of the COUNTY pertaining to utility companies whose facilities may be affected by the proposed construction. o All future information that may become available 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. o Previously constructed Highway Beautification or Landscape Construction Plans o Existing right of way maps (if available) o PD&E Documents (if available) o Design Reports (if available) o Letters of authorization designating the CONSULTANT as an agent of the COUNTY in accordance with F.S. 337.274. o Phase reviews of plans and engineering documents. o Regarding Environmental Permitting Services: o Approved Permit Document when available. o Approval of all contacts with environmental agencies. o General philosophies and guidelines of the COUNTY to be used in the fulfillment of this contract. Objectives, constraints,budgetary limitations, and time constraints shall be completely defined by the COUNTY's Project Manager. o Appropriate signatures on application forms. 2.26. Services to be Performed by the COUNTY When appropriate and /or available, the COUNTY will provide project data including: • All certifications necessary for project letting. Page 19 of 74 Schedule A—Scope of Services CA Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" • 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. • Engineering standards review services. • 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. • Previously constructed Highway Beautification or Landscape Construction Plans • Existing right-of-way maps (if available) • PD&E Documents (if available) • Design Reports (if available) • 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. • General philosophies and guidelines of the COUNTY to be used in the fulfillment of this contract. Objectives, constraints, budgetary limitations, and time constraints will be completely defined by the Project Manager. • Appropriate signatures on application forms. 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 36 (3D Modeling). These tasks are to be included in the project scope in each applicable activity when the described work shall be performed by the CONSULTANT. Project Research: The CONSULTANT shall perform research of existing PD&E Studies, Developer Contribution Agreement (DCA), Planned Urban Development (PUD) and Development of Regional Impact (DRI) documents for developments adjacent to the project for commitments regarding Right-of-way, Stormwater Management, Roadway Improvements, or any other commitments involving the interests of the COUNTY. Cost Estimates: The CONSULTANT shall be responsible for producing an Opinion of Probable Cost (OPC) estimate,reviewing and updating it at each project milestone—Phase I(30%),II(60%),III(90%),and IV(100% or final) including the bid schedule. Page 20 of 74 Schedule A— Scope of Services CA Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" The CONSULTANT shall be responsible for inputting the pay items and quantities into a Summary of Pay Items sheet 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 FDOT Standard Specifications for Road and Bridge Construction(2021)and recurring special provisions. Standard Specifications,recurring special provisions,and supplemental specifications should not be modified unless absolutely necessary to control project-specific requirements. The first nine sections of the FDOT standard specifications, recurring special provisions, and supplemental specifications shall not be modified without written approval of the COUNTY. The Technical Special Provisions shall provide a description of work, materials, equipment, and specific requirements, method of measurement,and basis of payment. When printed or copied,these provisions shall be formatted on 8 1/2"x1 1" sheets. Technical Special Provisions will be developed using Microsoft Word (.doc). Furnishing electronic copies in a format other than Microsoft Word or Adobe Acrobat(.pdf)will not be accepted. Field Reviews: Includes all trips required to obtain necessary data for all project elements identified in this scope of work. Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of this contract. This includes but not limited to meetings with the COUNTY and FDOT or other Agency staff between disciplines and CONSULTANT, such as access management, pavement design, local governments,progress/phase review, and all other miscellaneous meetings. The CONSULTANT shall prepare, and submit to the COUNTY'S Project Manager for review,the meeting agenda at least three(3)days prior each meeting. The meeting minutes are due within five (5) working days of attending the meeting. The CONSULTANT shall revise the meeting minutes as required within 2 days of receipt of comments from attendees. Quality Assurance/Quality Control: The CONSULTANT shall be accountable for the professional quality, technical accuracy, and quality of their work. CONSULTANT-prepared surveys, construction plans, and contract documents that contain errors or omissions and result in cost and time overruns on a construction project may result in a claim against the CONSULTANT per F.S. 337.015 (3). The CONSULTANT shall, through all stages of design and project construction, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other services furnished by the CONSULTANT under this contract. The CONSULTANT shall provide a Quality Control Plan ten (10) days after Design NTP letter is issued that describes the procedures to be utilized to verify, independently check, and review all maps, design drawings, calculations, specifications, and other documentation prepared as a part of the contract. It shall be signed by the CONSULTANT's Project Manager and the CONSULTANT's QC Manager. The CONSULTANT shall describe how the checking and review processes are to be 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 and resumes 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, signals, geotechnical, signing and marking, lighting, surveys, etc.) and a written resolution of comments on a point-by- point basis will be required, if requested by the COUNTY, with each phase submittal. Electronic Review Comments (ERC) from FDOT are anticipated on this project and shall be included as OPTIONAL SERVICE under this contract. The responsible Professional Engineer, Landscape Architect, or Professional Surveyor & Page 21 of 74 Schedule A— Scope of Services C A D Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Mapper that performed the Quality Control review shall sign a statement certifying that the review was conducted and found to meet required specifications. Independent Peer Review: The COUNTY will furnish the Independent Peer Review tasks under a separate contract at 30%, 60% and 90% design submittal phases and occur concurrently with COUNTY review. The CONSULTANT shall provide to the Independent Peer Reviewer access to all project plans and documents when requested. The independent peer review does not relieve the CONSULTANT from the responsibility of their internal quality control process and shall remain accountable for the professional quality and technical accuracy of their work product. The Independent Peer Review for design Phase Plans submittals shall ensure the plans meet the FDM,the FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways ("Florida Greenbook"), Standard Plans, and FDOT CADD Manual. The Constructability/Biddability Review shall ensure the project can be constructed and paid for as designed. Constructability/Biddability Reviews should be conducted prior to the 90%and Final submittals, using the FDOT Phase Review Checklist(Guidance Document 1-1-A)from the Construction Project Administration Manual (CPAM)as a minimum guideline. The CONSULTANT shall submit this checklist, as well as the "marked-up" set of plans during this review, and review comments and comment responses from any previous Constructability/Biddability reviews. These items will be reviewed by COUNTY's Project Manager. 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 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 when included in the project scope. 3.1 Public Involvement The CONSULTANT shall prepare for and attend(2)public meetings,one after the 30%Phase and one after the 60%Phase (a public hearing is possible) as directed by the COUNTY. Public involvement includes communicating information regarding the development of the project to all interested persons, groups, and government organizations. The CONSULTANT shall coordinate all public meetings with the COUNTY's Public Information Officer(PIO)and obtain approvals on all publicly shared documents prior to distribution. The CONSULTANT shall provide to the COUNTY drafts of all Public Involvement documents (i.e., newsletters, property owner letters, advertisements, etc.) associated with the following tasks for approval at least five (5) business days prior to printing and/or distribution. Public needs will heavily influence construction schedule, construction phasing, and maintenance of traffic for the project defined herein. The CONSULTANT shall develop coordinated project solutions that will maintain necessary public access during construction. The first public meeting will be scheduled after the 30% submittal. The goal of the public meeting will be to introduce the design phase of the project including the initial proposed access management plan to the public and receive feedback. The second public meeting will be scheduled after the 60%submittal and may be a public workshop/hearing. The goal of the public meeting will be to show all of the design components of the project to the public and receive feedback. Page 22 of 74 Schedule A—Scope of Services -\0 Request for Professional Services (RPS) 23-8085 "Design Services for 476 Avenue NE- Immokalee Road to Everglades Blvd" The CONSULTANT shall process the public information received, discuss the results, and integrate the needs of the public into the project while being mindful of economic feasibility and the needs of the project defined herein. The CONSULTANT shall develop and provide all necessary exhibits for the public meetings. Collect Public Input—This activity occurs throughout the life of the project, requiring the CONSULTANT to maintain files, newspaper clippings, letters, emails, and any record of direct contact before, during, and after the Public Workshop/Hearing. Input will be gathered during the Public Workshops, or by other methods, such as personal contact, letters, surveys,visits, phone calls, website comments in response to, or following said meeting. Comments and Coordination Report— A comments and coordination report shall be prepared, containing documentation of the public participation accomplished throughout the design period. This report should summarize and respond to the comments received from the public involvement workshops, agency coordination, etc. 3.1.1 Public Involvement Plan The CONSULTANT shall prepare a written Public Involvement Plan(PIP)for the project. Within thirty (30)calendar days after receiving Notice to Proceed and submit to the COUNTY for approval. The PIP shall outline each element of the project's public involvement strategy. The plan shall be updated and amended throughout the contract and indicate the basic public involvement approach for the project. It shall list the contact information for public individuals, media officials, and agencies as well as the means to engage them in the project. It shall also include providing the COUNTY with samples of public meeting exhibits and handouts in file size and format suitable for posting on the COUNTY's project website. 3.1.2 Notifications Upon receipt of the COUNTY's written approval of the Public Involvement Plan, a notification letter shall be prepared and mailed by the CONSULTANT to local elected officials and property owners within 300-feet (minimum) of the project limits, and other stakeholders as identified. The notification letter shall be consistent with the Public Involvement Plan, introducing the CONSULTANT and informing stakeholders of the project. The notification letters will be sent on COUNTY letterhead and mailed in envelopes displaying the COUNTY logo. The CONSULTANT shall notify and coordinate with the COUNTY's Project Manager prior to sending notifications. 3.1.3 Preparing Mailing Lists At the beginning of the project, The CONSULTANT shall identify all impacted property owners and tenants (within a minimum of 300 feet of the project corridor) The CONSULTANT will develop and maintain a computerized database of contacts, beginning with a list of those notified in the Kickoff Notification Process, Public officials, community service organizations, environmental agencies, local and regional transportation officials, and special interest groups shall be identified by the CONSULTANT as those individuals or groups to be affected by the project. The CONSULTANT shall prepare a mailing list of all such entities and shall update the mailing list as needed during the life of the project. 3.1.4 Median Modification Letters—N/A 3.1.5 Driveway Modification Letters The CONSULTANT shall prepare a driveway modification letter to be sent to property owners along the corridor. In addition, the CONSULTANT shall prepare a sketch of each proposed driveway Page 23 of 74 Schedule A—Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" modification for inclusion in the letter. The letters will be sent on COUNTY letterhead and mailed in envelopes displaying the COUNTY logo. The CONSULTANT shall notify and coordinate with the PIO and COUNTY's Project Manager prior to sending letters. 3.1.6 Newsletters If requested by the COUNTY,the CONSULTANT shall prepare a newsletter(including one update)for distribution to elected officials,public officials,property owners along the corridor, and other interested parties. Newsletter drafts shall be submitted to the COUNTY's PIO and PM for review and approval at least fourteen (14) business days prior to printing and/or distribution. The newsletters shall be sent by the CONSULTANT. 3.1.7 Display Exhibits The CONSULTANT shall prepare the plan views in two(2)dimensional exhibits with aerial background on roll plots and typical sections mounted on display boards for use in public meetings. 3.1.8 PowerPoint Presentations(OPTIONAL SERVICE to be negotiated later) If requested by the COUNTY, the CONSULTANT shall prepare PowerPoint presentations for use in public meetings. 3.1.9 Public Meeting Preparations The CONSULTANT shall prepare the necessary materials (including but not limited to printing of informational graphics, charts, venue maps, directional signs, comment boxes, name tags, etc.) for use in all public meetings. Drafts of all Public Involvement documents shall be submitted to the COUNTY for review and approval at least fourteen (14) business days prior to printing and/or distribution. The COUNTY will be responsible for identifying a venue for the public meetings, paying for the rental costs of the facilities if any, and paying for all legal advertisements for the public meetings. 3.1.10 Public Meeting Attendance and Follow-up The CONSULTANT shall attend the public meeting, assist with meeting setup and take down. The CONSULTANT shall provide to the COUNTY with copies of all materials shown or provided at the public meeting. The CONSULTANT shall attend the meetings with an appropriate number of personnel to assist the COUNTY's Project Manager. The CONSULTANT shall collect and summarize all public comments received during public meetings and/or hearings and assist the COUNTY in responding to public comments and questions. 3.1.11 Other Agency Meetings In addition to scheduled public meetings the CONSULTANT may be required to participate in meetings with local governing authorities and/or Metropolitan Planning Organization (MPO). The CONSULTANT's participation may include, but not be limited to, presentations during the meeting, note taking,and summarizing the meeting in a memo to the file. It is estimated for this project there will be two (2)meetings with local governing authorities and/or MPOs during the design. 3.1.12 Website CONSULTANT will provide Public Involvement Graphics to COUNTY for the COUNTY Website. 3.2 Joint Project Agreements—N/A 3.3 Specifications Package Preparation Page 24 of 74 Schedule A— Scope of Services '.0 Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" The CONSULTANT shall prepare and provide a specifications package for those specifications NOT considered FDOT Standard Specifications. The CONSULTANT will obtain Lighting and Traffic Signal Specifications from the COUNTY's Traffic Operations website. The specifications package shall address all items and areas of work and include any Mandatory Specifications, Modified Special Provisions, and Technical Special Provisions. The specifications package must be submitted for review to the COUNTY's Project Manager at least thirty (30) days prior to the 90%plans submittal. This submittal does not require signing and sealing and shall be coordinated through the COUNTY's Project Manager. The CONSULTANT shall coordinate with the COUNTY on the submittal requirements, but at a minimum shall consist of(1)the complete specifications package, (2) a copy of the marked-up workbook used to prepare the package, and (3) a copy of the final project plans. Final submittal of the specifications package must occur at least ten (10) working days prior to the Final/100%plan submittal. This submittal shall be signed, dated, and sealed in accordance with applicable Florida Statutes. 3.4 Contract Maintenance and Project Documentation Contract maintenance includes project management effort for complete setup and maintenance of files, electronic folders and documents, developing technical monthly progress reports and schedule updates. Project documentation includes the compilation and delivery of final documents,reports or calculations that support the development of the contract plans; includes uploading files to an FTP server. 3.5 Value Engineering (Multi-Discipline Team) Review—N/A 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. 3.7 Plans Update The effort needed for Plans Update services will vary from project to project, depending on size and complexity of the project, as well as the duration of time spent "on the shelf'. Specific services will be negotiated as necessary as a contract amendment. 3.8 Post Design Services Post Design Services are included in this contract and may include, but are not limited to, meetings, construction assistance (responding to RFI's), plans revisions, shop drawing review services, survey services, as-built drawings, permit construction certification, and load ratings. The CONSULTANT will provide the COUNTY the following limited services during the bid phase and construction phase: Pre-Bid Conference The CONSULTANT shall: • Attend the pre-bid conference to receive oral/written questions regarding interpretation and clarification of Bid Documents. Page 25 of 74 Schedule A—Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" • Respond to bidders written questions regarding interpretation and clarification of Bid Documents • Assist the County with Addenda. Review Bids The CONSULTANT shall: • Evaluate bidders' qualification and ability to perform the work per the Plans and Specifications. • Evaluate bids, via Bid Analysis, to ensure all quantities and costs are consistent with the Engineers Opinion of Probable Cost. Any significant deviation shall be documented and justified. • Providing written letters of recommendation Management Engineering Services The CONSULTANT shall perform the management engineering services (as requested by the County) to help facilitate the activities of the parties involved in accomplishing completion of the project. The CONSULTANT shall provide interpretations of the plans, specifications and contract provisions; and to make recommendations to the County to resolve disputes which arise in relation to the construction contract. Services include the following: • Attend the pre-construction conference with the low bidder. • Assist the County with interpretation of the plans, specifications, and contract provisions, the CONSULTANT shall consult with the County when an interpretation involves complex issues or may impact the cost and duration of performing the work. • Assist the County with analyzing changes to the plans,specification,or contract provisions and extra work which appear to be necessary to carry out the intent of the contract when it is determined that a change or extra work is necessary and such work is within the scope and intent of the original contract. Recommend such changes to the County for approval. • Assist the County with monitoring the project to the extent necessary to determine whether construction activities violate the requirements of the permits. Notify the contractor of any violations or potential violations and require his immediate resolution of the problem. • The CONSULTANT shall, receive, review, reject and/or approve shop drawings, product data and test results to be submitted by the contractor for all pertinent items needed in construction. The CONSULTANT shall review the submittals to determine satisfactory compliance with the project plans and specifications,noting his approval or stipulations. Determine the acceptability, subject to County approval, of substitute materials and equipment proposed by the contractor and receive and review(for general content as required by the specifications) maintenance operating instructions, schedules, guarantees and certificates of inspection which are to be assembled by the contractor in accordance with the contract documents. Page 26 of 74 Schedule A— Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" • The CONSULTANT shall attend, up to 18, County monthly construction conferences with the contractor, County, and Utility Companies to discuss in detail the requirements and responsibilities for such items as contractor's responsibilities for shop drawings submittal, maintenance of traffic, safety, etc. • Upon completion of construction and upon preparing the record drawings from as-built drawings provided by the contractor,the CONSULTANT shall prepare the required certification of completion letters to SFWMD, Florida Department of Environmental Protection (FDEP), and other permitting agencies as required. • The CONSULTANT shall conduct the necessary site visits to address any design related questions that may arise during construction. Post Design Services are not intended for instances of CONSULTANT errors and/or omissions. All CONSULTANT contact with the Contractor shall be made through the COUNTY'S Construction Project Manager. The CONSULTANT shall not contact the Contractor directly unless there is a possible immediate threat to public health and/or safety. The COUNTY'S Construction Project Manager must be contacted immediately thereafter. The COUNTY CEI is responsible for verifying the project is being constructed in accordance with the plans and specifications and for confirming that all quality control testing and requirements of the approved Quality Control Plan have been executed and the results are satisfactory per the design requirements. The CONSULTANT shall visit the construction site at key phases of the project to verify as-built conditions. This will require the CONSULTANT to coordinate with the COUNTY'S Project Manager during construction and attend construction meetings as required or requested by the COUNTY. The CONSULTANT shall meet with the COUNTY'S Project Manager during the Quality Control submittal/review to establish the anticipated stages of construction. The CONSULTANT must notify the COUNTY'S Project Manager of any design related issues as soon as possible. It is important that all significant changes made during construction be documented by the CONTRACTOR in the final as-built plans. The CONTRACTOR shall markup sheets requiring minor (non-engineering analysis) as-built changes and show those changes on the Final Signed and Sealed As-Built Signature Sheet(s). Major changes resulting in issuance of revised contract documents must also be included in the as- built package and recorded appropriately on the Final Signed and Sealed As-built Signature Sheet(s). CONSULTANT will provide electronic Plans to CONTRACTOR for preparation of As-Built Drawings by CONTRACTOR. Any changes proposed by the Contractor must be signed and sealed by the Contractor's FOR and approved by the CONSULTANT. This may be a Cost Savings Initiative Proposal(CSIP)redesign or an original design of certain components including Shop Drawings. All original documents obtained by the CONSULTANT will be turned over to the COUNTY at the project's close-out or upon request by the COUNTY. All documents obtained for inclusion in the Final As-Built Documents Package must be Quality Control reviewed by the CONSULTANT to ensure correctness and legibility. The CONSULTANT shall contact the COUNTY if any deficiencies are identified. The Final As-Built Documents Package Certification(s) must be digitally signed and sealed by the CEI CONSULTANT Quality assurance material testing will be the responsibility of the CONTRACTOR. Page 27 of 74 �+ ` Schedule A— Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 3.9 Digital Delivery The CONSULTANT shall deliver final contract plans and documents in digital format (PDF and CAD). The final contract plans, and documents shall be digitally signed,and sealed files delivered to the COUNTY on acceptable electronic media, as determined by the COUNTY. Deliverables shall be provided in both pdf and CADD formats. 3.10 Risk Management—N/A 3.11 Railroad, Transit and/or Airport Coordination—N/A 3.12 Landscape and Existing Vegetation Coordination —N/A 3.13 Transit Coordination The CONSULTANT shall coordinate with the COUNTY's Project Manager and Transit Coordinator to include any features needed by the Collier Area Transit(CAT). 3.14 Other Project General Tasks The CONSULTANT shall assist the COUNTY during the construction bidding phase of the project including, but not limited to, attending the pre-bid meeting, addressing addendum, evaluating bids and bidders, and providing written letters of recommendation. 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. 4.1. Typical Section Package The CONSULTANT shall provide Typical Section Package prior to the 30%plans submittal for COUNTY review and approval. The CONSULTANT shall not advance with the 60%design until the SIGNED AND SEALED typical section Package is approved by the COUNTY. 4.2. Pavement Type Selection Report—N/A 4.3. Pavement Design Package The CONSULTANT shall provide an approved Pavement Design Package at the 30% plan submittal. The COUNTY shall approve the Pavement Design prior to proceeding with the 60%design. 4.4. Cross-Slope Correction-As needed. The CONSULTANT shall investigate the existing pavement to be retained as part of the project and include in the design any required correction of existing cross-slopes. Cross-slope information will be collected at 100' intervals. After the analysis of the cross slopes a recommendation will be provided as part of the pavement report. The CONSULTANT will coordinate with Collier COUNTY Maintenance to help identify any known locations which may be deficient. 4.5. Horizontal/Vertical Master Design Files The CONSULTANT shall design the geometrics using the design standards that are most appropriate with proper consideration given to the design traffic volumes, design speed, 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,access management,PD&E documents, and scope of work. The CONSULTANT shall also develop utility conflict information to be provided to the project Utility Coordinator in the format requested by the COUNTY. Page 28 of 74 Schedule A—Scope of Services C Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 4.6. Access Management The CONSULTANT shall incorporate access management standards for the project in coordination with COUNTY staff. The CONSULTANT shall review the FDOT PD&E Study for any access management recommendations. Signalized intersections were not included in the PD&E study; therefore, the CONSULTANT shall anticipate a reevaluation of the PD&E and coordinate with the FDOT in the reevaluation process. 4.7. Roundabout Evaluation—N/A 4.8. Roundabout Final Design Analysis—N/A 4.9. Cross Section Design Files The CONSULTANT shall establish and develop cross section design files in accordance with the FDOT CADD manual. The CONSULTANT shall Coordinate with all utility owners to obtain the location of subsurface facilities. Both existing locations and proposed relocations of all utilities shall be shown on the cross sections. 4.10. Temporary Traffic Control Plan (TTCP)Analysis The CONSULTANT shall develop a safe and effective Traffic Control Plan Concept to ensure vehicular and pedestrian traffic movement during construction of the proposed improvements. Level I Traffic Control Plans with General Notes, Phasing Notes, phasing sections and advanced warning signage layout sheets only. No detailed analysis included. It is anticipated that the Level II Plan details will be needed at the intersections of 47th Avenue NE and Immokalee Road and 47th Avenue NE and Everglades Boulevard intersections. The Traffic Control Concept Plan shall be prepared by a certified designer who has completed training as required by the COUNTY. Detailed traffic control plans shall be required of the Contractor. 4.11. Master TTCP Design Files Assume Level I TCP w/ notes, typical sections, and advanced warning signage layout sheets per FDOT Index 102-600 series.No detailed phase drawings or cross sections. 4.12. Selective Clearing and Grubbing—N/A 4.13. Tree Disposition Plans (OPTIONAL SERVICE) CONSULTANT will prepare under OPTIONAL SERVICES a Tree Disposition Plan outlining the requirements for the relocation and protection of selective trees located within the project boundaries. 4.14. Design Variations and Exceptions The CONSULTANT shall prepare the documentation necessary to gain COUNTY and FDOT approval of all appropriate Design Variations and/or Design Exceptions before the first submittal. Following Design Variation(s) are expected: 1. 6' Shoulder along 47th Avenue NE 2. Clear Zone 4.15. Design Report The CONSULTANT shall prepare applicable report(s) as listed in the Project Description section of this scope. The CONSULTANT shall submit to the COUNTY design notes, data, and calculations to document the design conclusions reached during the development of the contract plans. The design notes, data, and computations shall be recorded on size 8'/2"xl 1" sheets, fully titled, numbered, dated, indexed, and signed by the designer and the checker. Computer output forms and other oversized Page 29 of 74 Schedule A— Scope of Services C 0 Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" sheets shall be folded to 8%2"xl 1" size.. Digital copies of all paper submittals above shall be provided in pdf or Microsoft Word format for submittal to the COUNTY. 4.16. Quantities The CONSULTANT shall develop accurate quantities and the supporting documentation, including construction days when required. 4.17. Cost Estimate The CONSULTANT shall provide the Engineer's Estimate of Probable Cost at each submittal phase. The Engineer's Estimate of Probable Cost shall be updated and adjusted at each submittal to be maintained up to and including final bid documents submittal. 4.18. Technical Special Provisions and Modified Special Provisions The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the FDOT Standard Specifications for Road and Bridge Construction and recurring special provisions. Standard Specifications, recurring special provisions, and supplemental specifications should not be modified unless necessary to control project-specific requirements. All modifications to other sections must be justified to the COUNTY to be included in the project's specifications package as Technical Special Provisions. The Technical Special Provisions shall provide a description of work, materials, equipment, specific requirements, method of measurement, and basis of payment. These provisions shall be submitted electronically (PDFs). 4.19 Other Roadway Analyses This scope item is considered an Additional/OPTIONAL SERVICE if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees.If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable,the staff hourly rates established in the contract shall be utilized for fee determination. 4.20 Field Reviews Field reviews will be conducted upon completion of COUNTY and Independent Peer Reviewer reviews of plans submitted by the CONSULTANT for each submittal period.The anticipated format for these meetings will be an in-office review of COUNTY comments in the morning and may be followed by an afternoon field visit if there are areas of concern at the project site. This item also includes all trips required to obtain necessary data for all elements of the roadway analysis identified in this scope of work. 4.21 Monitor Existing Structures—N/A 4.22 Technical Meetings Includes meetings with the COUNTY or other Agency staff, between disciplines and CONSULTANTS, such as access management meetings,pavement design meetings,progress review meetings(phase review), and miscellaneous meetings necessary for all elements of the roadway analysis identified in this scope of work. 4.23 Quality Assurance/Quality Control 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 under this contract. 4.24 Independent Peer Review Page 30 of 74 Schedule A— Scope of Services (:,: O Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Please see Section 3.0. 4.25 Supervision Includes all efforts required to supervise all technical design activities. 4.26 Coordination Includes but not limited to all efforts by the CONSULTANT to coordinate all elements of the roadway analysis to produce a final set of construction documents. 5 ROADWAY PLANS The CONSULTANT shall prepare Roadway, Drainage, TTCP, Utility Adjustment Sheets, plan sheets, notes, and details as shown in the FDM Summary of Phase Submittals Table 301.2.2. 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 Typical Section Sheets 5.2.1 Typical Sections 5.2.2 Typical Section Details 5.3 General Notes/Pay Item Notes 5.4 Project Layout Sheets 5.5 Plan/Profile Sheet-N/A 5.6 Profile Sheet 5.7 Plan Sheet 5.8 Special Profile 5.9 Back-of-Sidewalk Profile Sheet—N/A 5.10 Interchange Layout Sheet—N/A 5.11 Ramp Terminal Details (Plan View)—N/A 5.12 Intersection Layout Details 5.13 Special Details 5.14 Cross-Section Pattern Sheets 5.15 Roadway Soil Survey Sheets 5.16 Cross Sections 5.17 Temporary Traffic Control Plan Sheets 5.18 Temporary Traffic Control Cross Section Sheets—N/A 5.19 Temporary Traffic Control Detail Sheets 5.20 Utility Adjustment Sheets 5.21 Selective Clearing and Grubbing Sheets - N/A 5.21.1 Selective Clearing and Grubbing Page 31 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 5.21.2 Selective Clearing and Grubbing Details 5.22 Tree Disposition Sheets (OPTIONAL SERVICE) 5.22.1 Tree Disposition Plan Sheet(OPTIONAL SERVICE) Tree Disposition Plan Sheets will be signed and sealed drawings showing the location and vertical/horizontal landscape design of the vegetation to be relocated. The Tree Disposition Plans will be produced at the scale of the roadway drawings or at a scale that best depicts the information. Interchange and details will be shown at no larger than a 1" = 50' scale. The task will be performed under OPTIONAL SERVICE to be negotiated later. 5.22.2 Tree Disposition Plan Tables and Schedules (OPTIONAL SERVICE) 5.23 Project Control Sheets 5.24 Environmental Detail Sheets—(OPTIONAL SERVICES to be negotiated later) Preparation of detail sheets for potential environmental issues such as underground fuel tanks and monitoring wells, and septic tanks within the proposed right of way. All piping and pumps in association with the above-referenced issues shall also be located and identified by the survey. The CONSULTANT shall relay to the COUNTY any findings of contaminated soil,monitoring wells,or any features(particularly springs or sinks) relating to contamination or hazardous material. Coordination with Permits/Environmental staff and preparing Dredge&Fill Detail sheets where applicable. 5.25 Utility Verification Sheets (SUE Data) 5.26 Quality Assurance/Quality Control 5.27 Supervision 6. DRAINAGE 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 County's Drainage Manual. The CONSULTANT shall make drainage design recommendations to the COUNTY for the type of drainage system that should be used for the project, i.e., closed-drainage system and/or open roadside ditches. Once the drainage system is accepted and approved by the SFWMD, and the Notice of Intent to Permit from SFWMD is received, any changes to the system, requested by the COUNTY, shall be considered as Additional Services. 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: 6a.1 Drainage Map Hydrology 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 development of the hydraulic model. Include coordination hours needed to convey drainage hydrologic features onto produced Page 32 of 74 Schedule A—Scope of Services C;'.0 Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" drainage maps. 6a.2 Base Clearance Calculations Analyze,determine,and document high water elevations per basin which will be used to set roadway profile grade and roadway materials. Determine surface water elevations at cross drains, floodplains, outfalls and adjacent stormwater ponds. Determine groundwater elevations at intervals between the above-mentioned surface waters. Document findings in the Drainage Documentation Report. 6a.3 Pond Siting Analysis and Report— The CONSULTANT shall prepare a Stormwater Management Concept to confirm the Stormwater Management Facility (SMF) and floodplain compensation approach prior to design. 6a.4 Design of Cross Drains Analyze the hydraulic design and performance of cross drains. Check existing cross drains to determine if they are structurally sound and can be extended. Document the design as required. Determine and provide flood data as required. 6a.5 Design of Ditches Design roadway conveyance and outfall ditches. This task includes capacity calculations, longitudinal grade adjustments, flow changes, additional adjustments for ditch convergences, selection of suitable channel lining, design of side drainpipes, and documentation. (Design of linear stormwater management facilities in separate tasks agreed.) 6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) Design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation, and aesthetics. Develop proposed pond layout (contributing drainage basin, shape, contours, slopes, volumes, tie-ins, aesthetics, etc.), perform routing, pollutant/nutrient loading calculations, recovery calculations, design the outlet control structure, and buoyancy calculations for pond liners when necessary. Design of Stormwater Management Facility (Roadside Treatment Swales and Linear Ponds) Design stormwater management facilities to meet requirements for stormwater quality treatment, attenuation, and aesthetics. Develop proposed pond layout (contributing drainage basin, shape, contours, slopes, volumes, tie-ins, aesthetics, etc.), perform routing, pollutant/nutrient loading calculations, recovery calculations, and design the outlet control structure. 6a.7 Design of Floodplain Compensation Determine floodplain encroachments, coordinate with regulatory agencies, and develop proposed compensation area layout (shape, contours, slopes, volumes, etc.). Document the design following the requirements of the regulatory agency. 6a.8 Design of Storm Drains Delineate contributing drainage areas, determine runoff, inlet locations, and spread. Calculate hydraulic losses(friction,utility conflict and,if necessary,minor losses).Determine design tailwater and, if necessary, outlet scour protection. 6a.9 Optional Culvert Material Page 33 of 74 '\`) Schedule A— Scope of Services �' Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Determine acceptable options for pipe materials using the Culvert Service Life Estimator. 6a.10 French Drain Systems—N/A 6a.11.a. Existing French—N/A 6a.11 Drainage Wells—N/A 6a.12 Drainage Design Documentation Report Compile drainage design documentation into report format. Include documentation for all the drainage design tasks and associated meetings and decisions. 6a.13 Bridge Hydraulic Report Calculate hydrology, hydraulics, deck drainage, scour, and appropriate countermeasures. Prepare report and the information for the Bridge Hydraulics Recommendation Sheet. 6a.14 Temporary Drainage Analysis Evaluate and address drainage to adequately drain the road and maintain existing offsite drainage during all construction phases. Provide documentation. 6a.15 Cost Estimate Prepare cost estimates for the drainage components. 6a.16 Technical Special Provisions/Modified Special Provisions 6a.17 Hydroplaning Analysis—N/A 6a.18 Existing Permit Analysis Includes all data gathering including desktop analysis of local, state, and federal Drainage permits. 6a.19 Other Drainage Analysis CONSULTANT will prepare a Stormwater Management Report prior to 30% design to present the proposed drainage design strategy to the COUNTY including the County Maintenance Department. The intent is to obtain approval and support for the drainage concept prior to detailed design of the system at 30%. 6a.20 Noise Barrier Evaluation—N/A 6a.21 Field Reviews 6a.22 Erosion Control Plan Includes analysis and design of the Erosion Control Plan. Includes creating the design file. 6a.23 Technical Meetings Meetings with COUNTY staff, regulatory agencies, and local governments such as meetings with District Drainage Engineer,the Water Management District, FDEP, etc. 6a.24 Environmental Look-Around Meetings—N/A 6a.25 Quality Assurance/Quality Control 6a.26 Independent Peer Review—N/A 6a.27 Supervision Page 34 of 74 Schedule A— Scope of Services 1'r Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 6a.28 Coordination 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.1 Drainage Map 6b.2 Bridge Hydraulics Recommendation Sheets 6b.3 Summary of Drainage Structures 6b.4 Optional Pipe/Culvert Material 6b.5 Drainage Structure Sheet(s) (Per Structure) 6b.6 Miscellaneous Drainage Detail Sheets 6b.7 Lateral Ditch Plan/Profile 6b.8 Lateral Ditch Cross Sections 6b.9 Retention/Detention Pond Detail Sheet(s) 6b.10 Retention Pond Cross Sections 6b.11 Erosion Control Plan Sheet(s) 6b.12 SWPPP Sheet(s) 6b.13 Quality Assurance/Quality Control 6b.14 Supervision 7. UTILITIES The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules, and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the COUNTY's construction project are addressed. The CONSULTANT shall follow FDOT and COUNTY standards, policies, procedures, and design criteria. COUNTY standards are located at: http://www.colliergov.net/your-government/divisions-s-z/water/utilities- standards-manual The CONSULTANT will coordinate with Collier County Water and Sewer District (CCWSD) Utilities to identify any potential new utilities. If new utility design, or relocation of existing utilities are required it shall be incorporated in this scope of services as an OPTIONAL SERVICE to be negotiated later. Utility Adjustment Sheets will be included to define how utility conflicts will be addressed by others. 7.I.Utility Kickoff Meeting Before any contact with the UAO(s),the CONSULTANT shall meet with the District Utility Office (DUO) to receive guidance, as may be required, to assure that all necessary coordination will be accomplished in accordance with COUNTY procedures. CONSULTANT shall bring a copy of the design project work schedule reflecting utility activities. 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. Page 35 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 7.3.Make Utility Contacts First Contact: The CONSULTANT shall send email and pdf set of plans to each utility. Includes contact by phone for meeting coordination. Request type, size, location, easements, and cost for relocation if reimbursement is claimed. Request the voltage level for power lines in the project area. Send UAO requests for reimbursement to the COUNTY for a legal opinion. Include the meeting schedule(if applicable)and the design schedule. Include typical meeting agenda. If scheduling a meeting, give 3-week advance notice. Second Contact: The CONSULTANT shall transmit the second email with the necessary documents to each utility company/agency as required. Complete sets of plans (pdf electronic files) and the utility conflict information (if necessary) shall be furnished to each involved utility company/agency. Third Contact: Identify agreements and assemble packages. The CONSULTANT shall send agreements, letters, the utility conflict information (when applicable and in the format requested by the COUNTY and the utility company), and two sets of plans to the UAO(s) including all component sets and design schedule, one set for the utility office, one set to construction and maintenance if required. The CONSULTANT shall identify and communicate to the UAO any facilities in conflict with their location or project schedule. The CONSULTANT shall assist with the processing of design exceptions involving Utilities with the UAO and the COUNTY as required by the Utility Accommodation Manual (UAM). 7.4.Exception Processing— The CONSULTANT shall be responsible for transmitting/coordinating the appropriate design reports to each UAO to identify any condition that may require a Utility Exception.The CONSULTANT shall identify and communicate to the UAO any facilities in conflict with their location or project schedule. The CONSULTANT shall assist with the processing of design exceptions involving Utilities with the UAO and the COUNTY. Assist with processing per the UAM. 7.5.Preliminary Utility Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a preliminary utility meeting with all UAO(s)having facilities located within the project limits for the purpose of presenting the project, review the current design schedule, evaluate the utility information collected, provide follow-up information on compensable property rights from the FDOT Legal Office, discuss the utility work by highway contractor option with each utility, and discuss any future design issues that may impact utilities. This is also an opportunity for the UAO(s) to present proposed facilities. The CONSULTANT shall keep accurate minutes and distribute a copy to all attendees. 7.6.Individual/Field Meetings The CONSULTANT shall meet with each UAO as necessary, separately or together,throughout the project design duration to provide guidance in the interpretation of plans,review changes to the plans and schedules, standard or selective clearing and grubbing work, and assist in the development of the UAO(s) plans and work schedules. The CONSULTANT is responsible for motivating the UAO to complete and return the necessary documents after each Utility Contact or Meeting. 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 sent to the designer for inclusion in the plans. Forward all requests for utility reimbursement and supporting documentation to the COUNTY. 7.8.Subordination of Easements Coordination—N/A 7.9.Utility Design Meeting Page 36 of 74 Schedule A—Scope of Services CAO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" The CONSULTANT shall schedule(time and place),notify participants,and conduct a Utility meeting with all affected UAO(s). The CONSULTANT shall be prepared to discuss impacts to existing trees/vegetation and proposed landscape,drainage,traffic signalization,temporary traffic control plans(TTCP)(construction phasing), review the current design schedule and letting date, evaluate the utility information collected, provide follow-up information on compensable property rights from FDOT Legal Office, discuss with each UAO the utility work by highway contractor option, discuss any future design issues that may impact utilities, etc., to the extent that they may have an effect on existing or proposed utility facilities with particular emphasis on drainage and TTCP with each UAO. The intent of this meeting shall be to assist the UAOs in identifying and resolving conflicts between utilities and proposed construction before completion of the plans, including utility adjustment details. Also, to work with the UAOs to recommend potential resolution between known utility conflicts with proposed construction plans as may be deemed practical by the UAO. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees within three (3)days. See Task 4.5 (Horizontal/Vertical Master Design File)and Task 4.9(Cross Section Design Files) for utility conflict location identification and adjustments. 7.10. Review Utility Markups & Work Schedules and Processing of Schedules & Agreements The CONSULTANT shall review utility marked-up plans and work schedules as they are received for content and coordinate review with the designer. Send color markups and schedules to the appropriate COUNTY office(s) such as survey, geotechnical, drainage, structures, lighting, roadway, signals, utilities, landscape architecture, municipalities, maintaining agency, and District Traffic Operations for review and comment if required by the District. Coordinate with the District for execution. Distribute Executed Final Documents. Prepare Work Order for UAO(s). The CONSULTANT shall coordinate with the COUNTY PUD the programming of necessary Work Program funds. 7.11. Utility Coordination/Follow-up The CONSULTANT shall provide utility coordination and follow-up. This includes follow-up, interpreting plans, and assisting the UAOs with completion of their work schedules and agreements. Includes phone calls, face-to-face meetings, etc., to motivate and ensure the UAO(s) complete and return the required documents in accordance with the project schedule. 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. 7.12. Utility Constructability Review The CONSULTANT shall review utility schedules against construction contract time, and phasing for compatibility. Coordinate with and obtain written concurrence from the construction office. See Task 4.5 (Horizontal/Vertical Master Design File) and Task 4.9 (Cross Section Design Files) for utility conflict identification and adjustments. 7.13. Additional Utility Services The CONSULTANT shall provide additional utility services. The CONSULTANT shall, via soft-dig, potholing,or other non-destructive method,physically obtain the horizontal and vertical location, size,type, material, and condition, of all underground utilities within and surrounding all proposed foundations for signal poles, light poles, retaining walls, piles, culverts, or other critical locations where foundation construction is proposed, or as directed by the COUNTY'S Construction Project Manager. 7.14. Processing Utility Work by Highway Contractor(UWHC) This includes coordination of utility design effort between the COUNTY and the UAO(s). The CONSULTANT shall conduct additional coordination meetings, prepare and process the agreements, review tabulation of quantities, perform UWHC constructability and biddability review, review pay items, Page 37 of 74 Schedule A—Scope of Services C.�f� Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" cost estimates, and Technical Special Provisions (TSP) or Modified Special Provision (MSP) prepared by the UAO.This does not include utility the utility design effort. This item is not usually included in the scope at the time of negotiation. 7.15. Contract Plans to UAO(s) If requested by the District,the CONSULTANT shall transmit the contract plans as processed for letting to the UAO(s). Transmittals to UAO(s) may be by certified mail, return receipt requested. 7.16. Certification/Close-Out This includes hours for transmitting utility files to the COUNTY and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the COUNTY Project Manager the following: All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, Technical Special Provisions or Modified Special Provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for proper coordination with the physical construction schedule. OR An on-site inspection was made, and no utility work will be involved. OR Plans were sent to the Utility Companies/Agencies and no utility work is required. OR A No Response letter on COUNTY letter, delivered to the UAO via certified mail, return receipt requested, documenting all failed attempts to obtain RGBs,UWS or No Conflict letter from any non-responsive UAO. 7.17. Other Utilities This scope item is considered an Additional/OPTIONAL SERVICE if requested by the COUNTY. Fees for this item are not included in the negotiated contract fees.If this item is determined necessary and is requested by the COUNTY, scope and fee will be negotiated at the time and will be implemented via Change Order or Contract Amendment. When applicable,the staff hourly rates established in the contract shall be utilized for fee determination. 8. ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES The CONSULTANT shall notify the COUNTY Project Manager, Environmental Permit Coordinator,and other appropriate COUNTY personnel in advance of all scheduled meetings with the regulatory agencies to allow a COUNTY representative to attend. The CONSULTANT shall copy in the Project Manager and the Environmental Permit Coordinator on all permit-related correspondence and meetings. The CONSULTANT shall use current regulatory guidelines and policies for all permits required as identified in Section 2.4. 8.1. Preliminary Project Research The CONSULTANT shall perform preliminary project research and shall be responsible for regulatory agency coordination to assure that design efforts are properly directed toward permit requirements. The research shall include but should not be limited to a review of the project's PD&E documents including the Environmental Document, Natural Resources Evaluation Report, and Cultural Resources Assessment Survey Report. The CONSULTANT shall research any existing easements or other restrictions that may exist both within and adjacent to the proposed project boundary. Project research may include but should not be limited to Page 38 of 74 Schedule A—Scope of Services C''`' Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" review of available: federal, state, and local permit files and databases; and local government information including COUNTY and property appraiser data. The CONSULTANT shall determine if any Sovereign Submerged Lands easements need to be modified or acquired. Any applicable information will be shown on the plans as appropriate. 8.2. Field Work 8.2.1. Pond Site Alternatives: - N/A 8.2.2. Establish Wetland Jurisdictional Lines and Assessments: The CONSULTANT shall be responsible for, but not limited to, the following activities: o Determine landward extent of wetlands and other surface waters as detailed in Rule Chapter 62-340, F.A.C., as ratified in Section 373.4211, F.S.; United States Army Corps of Engineers (USACE) Wetland Delineation Manual (Technical Report Y-87-1); Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (ERD/EL TR-10- 20). o Collect all data and information necessary to determine the jurisdictional boundaries of wetlands and other surface waters as defined by the rules or regulations of each permitting agency processing a COUNTY permit application for the project. o Set seasonal high-water levels in adjacent wetlands with biological indicators o Obtain a jurisdictional determination as defined by the rules or regulations of each permitting agency processing a COUNTY permit application for the project. o Prepare aerial maps showing the jurisdictional boundaries of wetlands and other surface waters. Aerial maps shall be reproducible, of a scale of 1" = 400' or more detailed, and be recent photography. The maps shall show the jurisdictional boundaries of each agency. Photocopies of aerials are not acceptable. When necessary, a wetland-specific survey will be prepared by a registered surveyor and mapper.All surveyed jurisdictional boundaries are to be tied to the project's baseline of survey. o Prepare a written assessment of the current condition and functional value of the wetlands and other surface waters. Prepare data in tabular form which includes the ID number for each wetland (and other surface water, if necessary) impacted, size of wetland to be impacted, type of impact, and identify any wetland (by ID number and size) within the project limits that will not be impacted by the project. o Prepare appropriate agency forms to obtain required permits. Forms may include but are not limited to the USACE "Wetland Determination Data Form—Atlantic and Gulf Coastal Plain Region"; the USACE "Approved Jurisdictional Determination Form"; Uniform Mitigation Assessment Method forms and/or project-specific data forms. 8.2.3. Species Surveys: The CONSULTANT shall conduct wildlife surveys as defined by rules or regulations of any permitting agency or commenting agency that is processing a COUNTY permit. A species-specific survey for the Florida bonneted bat (FBB), a federally listed species, is anticipated to be required and the results provided as part of the permit application. Since the project is a linear project greater than 5 acres and located within the USFWS Consultation Area for the FBB an acoustic survey will be required per Consultation Key for the Florida bonneted bat (USFWS 2019).A 15%FWC gopher tortoise survey per FWC gopher tortoise permitting guidelines,will be conducted within the project limits. All other required species-specific surveys are included as part of this scope. Page 39 of 74 Schedule A—Scope of Services (.2\0 Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" The CONSULTANT shall conduct a field review of the project site and document existing conditions with regard to habitats and potential presence of listed species. A Type 2 CE was signed in 2017; therefore, a Reevaluation NEPA document would be needed to review potential changes from the T2CE. CONSULTANT shall prepare the required supplemental environmental technical memorandum necessary to facilitate FDOT review and support for a Reevaluation to meet National Environmental Policy Act (NEPA) compliance. CONSULTANT will prepare the required documentation to support the Reevaluation and will submit the required information for the Reevaluation to the COUNTY and FDOT to achieve the required Environmental Certification required for the LAP Agreement. The above scope and corresponding fees include consultation with the Florida Fish and Wildlife Conservation Commission(FWC) and the U.S. Fish and Wildlife Service (FWS). The CONSULTANT shall coordinate with the SFWMD and any other regulatory agencies having jurisdiction to assure that design efforts are properly directed toward permit requirements. The CONSULTANT shall prepare a complete permit package necessary to construct the project, including site and system design information required by and acceptable to the District and all other regulatory agencies. The CONSULTANT shall professionally endorse the permit package(s) for District permitting and any regulatory agency exercising jurisdiction with FDOT as co-applicant. The CONSULTANT is responsible for permit package submittal, agency coordination, and all the information necessary to secure permits from these regulatory agencies. 8.3. Agency Verification of Wetland Data The CONSULTANT shall be responsible for verification of wetland and other surface water data identified in Section 8.2 and coordinating regulatory agency field reviews, including finalization of assessments and jurisdictional determinations with applicable agencies. 8.4. Complete and Submit All Required Permit Applications The CONSULTANT shall collect all the data and information necessary to prepare the permit applications and obtain the environmental permits required to construct the project as identified in the Project Description and as described in 8.4.1, 8.4.2, and 8.12 (Other Permits). The CONSULTANT shall prepare each permit application in accordance with the rules and/or regulations of the regulatory agency responsible for issuing a specific permit and/or authorization to perform work. The permit application packages must be approved by the COUNTY and FDOT prior to submission to regulatory agencies. The CONSULTANT will submit all permit applications, as directed by the COUNTY. The COUNTY will be responsible for payment of all permit fees. 8.4.1. Complete and Submit all Required Wetland Permit Applications: The CONSULTANT shall prepare, complete, and submit required wetland permit (i.e., ERP, Section 404) application packages to the appropriate regulatory agencies. This includes, but is not limited to, applications submitted to WMDs and/or DEP. The application package may include but is not limited to attachments (i.e., project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.), an environmental narrative with project description as well as completion of applicable agency forms. The CONSULTANT shall prepare and respond to agency Requests for Additional Information (RAIs), including necessary revisions to the application package. All responses and completed application packages must be approved by the COUNTY prior to submission to the regulatory agencies. Geotechnical permitting should also be prepared, submitted, and obtained. 8.4.2. Complete and Submit all Required Species Permit Applications: The CONSULTANT shall prepare, complete, and submit required species permit applications to the Page 40 of 74 Schedule A—Scope of Services C AO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" appropriate agencies. This includes federal and state-protected species permit application packages as required. The work includes completion of application package (i.e., project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.), and cover letter with project description as well as completion of applicable forms. The CONSULTANT shall respond to agency RAIs, including necessary revisions to the application package. All responses and completed applications must be approved by the COUNTY prior to submittal to the regulatory agency. 8.5. Coordinate and Review Dredge and Fill Sketches The CONSULTANT shall review Dredge and Fill Detail sheets to ensure information on the sketch(es)meet the requirements of the regulatory agencies and are appropriate for environmental permit application submittal and acquisition. The CONSULTANT will also provide environmental data/information as needed to support the preparation of the Dredge and Fill sketches. 8.6. Prepare USCG Permit Application —N/A 8.7. Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application The CONSULTANT shall be responsible for preparing the ROW Occupancy permit application in accordance with the regulatory agency requirements. The CONSULTANT shall be responsible for acquiring the R/W Occupancy permit. 8.8. Prepare Coastal Construction Control Line (CCCL) Permit Application—N/A 8.9. Prepare USACE Section 408 Application to Alter a Civil Works Project—N/A 8.10. Compensatory Mitigation Plan Prior to the development of mitigation alternatives,the CONSULTANT shall meet with the Project Manager to determine the COUNTY's policies in proposing mitigation. The CONSULTANT will be directed by the COUNTY to investigate the mitigation options that meet federal and state requirements in accordance with section 373.4137, F.S. Below are the only mitigation options: o Purchase of mitigation credits from a mitigation bank 8.11. Mitigation Coordination and Meetings The CONSULTANT shall coordinate with COUNTY personnel prior to approaching any environmental permitting or commenting agencies. Once a mitigation plan has been reviewed and approved by the COUNTY, the CONSULTANT will be responsible for coordinating the proposed mitigation plan with the environmental agencies. The CONSULTANT will provide mitigation information needed to update the COUNTY Project Manager. 8.12. Other Environmental Permits Environmental Clearances and Technical Support scope items are considered Additional/OPTIONAL SERVICE if requested by the COUNTY. Fees for these items are not included in the negotiated contract fees. If these items are determined necessary and are requested by the COUNTY, scope and fee will be negotiated at that time and will be implemented via Change Order. When applicable, the staff hourly rates established in the contract shall be utilized for fee determination. 8.13. Technical Support to the COUNTY for Environmental Clearances and Re-evaluations : N/A The CONSULTANT shall provide engineering and environmental support for the COUNTY to obtain environmental clearances for all changes to the project after the PD&E study was approved. These changes include but are not limited to pond and/or mitigation sites identified, land use or environmental changes, Page 41 of 74 Schedule A—Scope of Services A ; Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" and major design changes. 8.13.1. NEPA or SEIR Re-evaluation: Before developing the final design plans, the CONSULTANT shall be responsible for coordinating with the FDOT to provide the necessary engineering information required to prepare the re-evaluation by the FDOT. The preparation of environmental re-evaluations includes those as listed in Part 1,Chapter 13 of the FDOT PD&E Manual:Right of Way,Design Change, and Construction Advertisement. The CONSULTANT shall provide information to update the Project Commitment Record for incorporation into the re-evaluation. It is the responsibility of the CONSULTANT to provide the engineering information on major design changes including changes in typical section, roadway alignment, pond site selection, right-of-way requirements, drainage, and traffic volumes that may affect noise models. 8.13.2. Archaeological and Historical Resources: The CONSULTANT shall provide necessary technical information to analyze the impacts to all cultural and historical resources due to changes in the project in accordance with Part 2, Chapter 8 of the PD&E Manual. 8.13.3. Wetland Impact Analysis: The CONSULTANT shall provide necessary technical information to analyze the impacts to wetlands and other surface waters in accordance with Part 2, Chapter 9 of the PD&E Manual due to changes in the project. 8.13.4. Essential Fish Habitat Impact Analysis: The CONSULTANT shall provide necessary technical information to analyze the impacts to essential fish habitat in accordance Part 2,Chapter 17 of the PD&E Manual due to changes in the project. 8.13.5. Protected Species and Habitat Impact Analysis: The CONSULTANT shall provide necessary technical information to analyze the impacts to all protected species and habitat in accordance with Part 2, Chapter 16 of the PD&E Manual due to changes in the project. The CONSULTANT shall perform the necessary analysis to complete agency consultation in accordance with Section 7 or Section 10 of the Endangered Species Act. 8.14. Preparation of Environmental Clearances and Re-evaluations The CONSULTANT shall prepare reports and clearances for all the changes to the project that occurred after the PD&E study was approved. These changes could include but are not limited to pond and/or mitigation sites identified, land use or environmental changes, and major design changes. 8.14.1. NEPA or SEIR Re-evaluation: During the development of the final design plans, the CONSULTANT shall be responsible for collecting the data and preparing technical documents for the FDOT to perform the re-evaluation in accordance with Part 1, Chapter 13 of the PD&E Manual. 8.14.2. Archaeological and Historical Resources: The CONSULTANT shall collect data necessary to completely analyze the impacts, due to changes in the project or project area, to all cultural and historic resources, and prepare a Cultural Resource Assessment Survey Report, in accordance with Part 2, Chapter 8 of the PD&E Manual. 8.14.3. Wetland Impact Analysis: The CONSULTANT shall analyze the impacts to wetlands due to changes to the project and complete the wetlands section of a Natural Resources Evaluation Report, in accordance with Part 2, Chapter 9 of the PD&E Manual. 8.14.4. Essential Fish Habitat Impact Analysis: The CONSULTANT shall analyze the impacts to essential fish habitat due to changes to the project and complete the Essential Fish Habitat section of a Natural Resources Evaluation Report, in accordance with Part 2, Chapter 17 of the PD&E Manual. Page 42 of 74 Schedule A—Scope of Services ; , l Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 8.14.5. Protected Species and Habitat Impact Analysis: The CONSULTANT shall collect data necessary to prepare the protected species and habitat section of the Natural Resources Evaluation Report and analyze the impacts to protected species and habitat by the changes to the project, in accordance with Part 2,Chapter 16 of the PD&E Manual. The CONSULTANT shall perform the necessary analysis to complete agency consultation in accordance with Section 7 or Section 10 of the Endangered Species Act. 8.15. Other Environmental Permits-N/A 8.16. Contamination Impact Analysis The CONSULTANT shall prepare Contamination Screening Evaluation for the project limits including stormwater ponds and floodplain compensation sites as described in Part 2, Chapter 20, of the PD&E Manual. The appropriate level of analysis and deliverable type will be approved by the County's Project Manager and District Contamination Impact Coordinator. The draft Level 1 Contamination Screening Evaluation document shall be submitted to the County's Project Manager for review and final approval. The CONSULTANT shall include an evaluation of any new contamination impacts due to changes to the project from the PD&E design concept, if applicable, and any new discharges or new potential contamination impacts not evaluated in any previously completed Contamination Screening Evaluation. The project impacts, conclusions, recommendations, figures, tables, and appendices will be provided in a Level I Contamination Screening Evaluation Report. The CONSULTANT shall provide Level II assessment services. If contamination is identified within the limits of construction, the CONSULTANT shall coordinate with the COUNTY Project Manager to properly mark identified contamination areas in the plans and develop specifications as appropriate. 8.17. Asbestos Survey—N/A 8.18. Technical Meetings 8.19. Quality Assurance/Quality Control 8.20. Supervision 8.21. Coordination 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 the Staff Hour Estimation Handbook and within the provision defined in Section 2. 20, Provisions for Work. Contract documents shall display economical solutions for the given conditions. 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 '/2"xl 1" paper and all sheets shall be numbered. The final design calculations shall be signed 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. 9.1. Key Sheet and Index of Drawings Page 43 of 74 Schedule A—Scope of Services C''> Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 9.2. Project Layout 9.3. General Notes and Bid Item Notes 9.4. Miscellaneous Common Details 9.5. Incorporate Report of Core Borings 9.6. Standard Plans-Bridges 9.7. Existing Bridge Plans 9.8. Assemble Plan Summary Boxes and Quantities 9.9. Cost Estimate 9.10. Technical Special Provisions and Modified Special Provisions 9.11. Field Reviews 9.12. Technical Meetings 9.13. Quality Assurance/Quality Control 9.14. Independent Peer Review 9.15. Supervision 9.16. Coordination 10. STRUCTURES -BRIDGE DEVELOPMENT REPORT-N/A The CONSULTANT shall prepare a Bridge Type Study (Not a full BDR). The Bridge Type Study shall be submitted as part of Phase I(30%Plans)Submittal,General Requirements.This Bridge type study to be included under Task 9.9 General Requirements: 10.1. Bridge Geometry 10.2. Ship Impact Data Collection—N/A 10.3. Ship Impact Criteria—N/A Superstructure Alternatives: 10.4. Short-Span Concrete 10.5. Medium-Span Concrete 10.6. Long Span Concrete—N/A 10.7. Structural Steel—N/A Foundation and Substructure Alternatives: 10.8. Pier/Bent 10.9. Shallow Foundations/Geosynthetic Reinforced Soil (GRS) Abutments—N/A 10.10. Deep Foundations Movable Span—N/A 10.11. Data Collection and Design Criteria Page 44 of 74 Schedule A— Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 10.12. Movable Span Geometries and Clearances—N/A 10.13. Deck System Evaluation 10.14. Framing Plan Development 10.15. Main Girder Preliminary Design 10.16. Conceptual Span Balance/Counterweight—N/A 10.17. Support System Development 10.18. Drive Power Calculations—N/A 10.19. Drive System Development—N/A 10.20. Power and Control Development—N/A 10.21. Conceptual Pier Design 10.22. Foundation Analysis (FL PIER) 10.23. Tender Visibility Study Other Bridge Type Study Issues: 10.24. Aesthetics—N/A 10.25. TTCP/Staged Construction Requirements 10.26. Constructability Requirements 10.27. Load Rating for Damaged/Widened Structures—N/A 10.28. Quantity and Cost Estimates 10.29. Quantity and Cost Estimates - Movable Span —N/A 10.30. Wall Type Justification 10.31. Report Preparation 10.32. Exhibits 10.33. Exhibits - Movable Span—N/A 10.34. Report Preparation - Movable Span —N/A 10.35. Bridge Type Study Submittal Package Preliminary Plans (To be included as an appendix to the Bridge Type Study) I. General Notes Sheets 2. Plan and Elevation Sheets 3. Construction Staging 4. Bridge Hydraulics Recommendation Sheets 5. Superstructure Typical Section Sheets 6. Framing Plan—N/A 2. Substructure Section Sheets Page 45 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 3. Report of Core Borings 4. Preliminary Foundation Layouts 5. Wall Layout Sheets 6. Existing Bridge Plans—N/A Preliminary Geotechnical investigations Report shall be included as part of the Bridge Type Study preparation. 11. STRUCTURES -TEMPORARY BRIDGE—N/A 12. STRUCTURES—SHORT SPAN CONCRETE BRIDGE The CONSULTANT shall prepare plans for Short Span Concrete Bridge(s) at the location(s) specified in Section 2.5. General Layout Design and Plans 12.1. Overall Bridge Final Geometry 12.2. Expansion/Contraction Analysis 12.3. General Plan and Elevation 12.4. Construction Staging—N/A 12.5. Approach Slab Plan and Details 12.6. Miscellaneous Details End Bent Design and Plans 12.7. End Bent Geometry 12.8. End Bent Structural Design 12.9. End Bent Plan and Elevation 12.10. End Bent Details Intermediate Bent Design and Plans 12.11. Bent Geometry 12.12. Bent Stability Analysis 12.13. Bent Structural Design 12.14. Bent Plan and Elevation 12.15. Bent Details Miscellaneous Substructure Design and Plans 12.16. Foundation Layout Superstructure Design and Plans 12.17. Finish Grade Elevation Calculation 12.18. Finish Grade Elevations Cast-In-Place Slab Bridges Page 46 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47tf' Avenue NE- Immokalee Road to Everglades Blvd" 12.19. Bridge Deck Design—N/A 12.20. Superstructure Plan—N/A 12.21. Superstructure Sections and Details— N/A Prestressed Slab Unit Bridges 12.22. Prestressed Slab Unit Design 12.23. Prestressed Slab Unit Layout 12.24. Prestressed Slab Unit Details and Schedule 12.25. Deck Topping Reinforcing Layout 12.26. Superstructure Sections and Details Reinforcing Bar Lists 12.27. Preparation of Reinforcing Bar List Load Rating 12.28. Load Rating 13. STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE — (OPTIONAL SERVICE to be negotiated later) The CONSULTANT shall prepare plans for Medium Span Concrete Bridge(s) at the location(s) specified in Section 2.5. General Layout Design and Plans 13.1. Overall Bridge Final Geometry 13.2. Expansion/Contraction Analysis 13.3. General Plan and Elevation 13.4. Construction Staging—N/A 13.5. Approach Slab Plan and Details 13.6. Miscellaneous Details End Bent Design and Plans 13.7. End Bent Geometry 13.8. Wingwall Design and Geometry 13.9. End Bent Structural Design 13.10. End Bent Plan and Elevation 13.11. End Bent Details Intermediate Bent Design and Plans 13.12. Bent Geometry 13.13. Bent Stability Analysis 13.14. Bent Structural Design Page 47 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 13.15. Bent Plan and Elevation 13.16. Bent Details Pier Design and Plans 13.17. Pier Geometry 13.18. Pier Stability Analysis 13.19. Pier Structural Design 13.20. Pier Plan and Elevation 13.21. Pier Details Miscellaneous Substructure Design and Plans 13.22. Foundation Layout Superstructure Deck Design and Plans 13.23. Finish Grade Elevation (FGE) Calculation 13.24. Finish Grade Elevations 13.25. Bridge Deck Design 13.26. Bridge Deck Reinforcing and Concrete Quantities 13.27. Diaphragm Design 13.28. Superstructure Plan 13.29. Superstructure Section 13.30. Miscellaneous Superstructure Details Reinforcing Bar Lists 13.31. Preparation of Reinforcing Bar List Continuous Concrete Girder Design—N/A 13.32. Section Properties—N/A 13.33. Material Properties—N/A 13.34. Construction Sequence—N/A 13.35. Tendon Layouts—N/A 13.36. Live Load Analysis—N/A 13.37. Temperature Gradient—N/A 13.38. Time Dependent Analysis—N/A 13.39. Stress Summary—N/A 13.40. Ultimate Moments—N/A 13.41. Ultimate Shear—N/A 13.42. Construction Loading—N/A Page 48 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 13.43. Framing Plan—N/A 13.44. Girder Elevation, including Grouting Plan and Vent Locations—N/A 13.45. Girder Details—N/A 13.46. Erection Sequence—N/A 13.47. Splice Details—N/A 13.48. Girder Deflections and Camber Simple Span Concrete Design 13.49. Prestressed Beam 13.50. Prestressed Beam Schedules 13.51. Framing Plan Beam Stability 13.52. Beam/Girder Stability Bearing 13.53. Bearing Pad and Bearing Plate Design 13.54. Bearing Pad and Bearing Plate Details Load Rating 13.55. Load Ratings 14. STRUCTURES - STRUCTURAL STEEL BRIDGE—N/A 15. STRUCTURES - SEGMENTAL CONCRETE BRIDGE—N/A 16. STRUCTURES -MOVABLE SPAN—N/A 17. STRUCTURES -RETAINING WALLS—OPTIONAL SERVICE to be negotiated later The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5. General Requirements: 17.1. Key Sheet 17.2. Horizontal Wall Geometry Permanent Proprietary Walls: 17.3. Vertical Wall Geometry 17.4. Semi-Standard Drawings 17.5. Wall Plan and Elevations (Control Drawings) 17.6. Details Temporary Proprietary Walls: N/A 17.7. Vertical Wall Geometry 17.8. Semi-Standard Drawings Page 49 of 74 Schedule A— Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 17.9. Wall Plan and Elevations (Control Drawings) 17.10. Details Cast-In-Place Retaining Walls: N/A 17.11. Design—N/A 17.12. Vertical Wall Geometry—N/A 17.13. General Notes—N/A 17.14. Wall Plan and Elevations (Control Drawings) - N/A 17.15. Sections and Details—N/A 17.16. Reinforcing Bar List—N/A Other Retaining Walls and Bulkheads: N/A 17.17. Design—N/A 17.18. Vertical Wall Geometry—N/A 17.19. General Notes, Tables, and Miscellaneous Details—N/A 17.20. Wall Plan and Elevations—N/A 17.21. Details—N/A 18. STRUCTURES—MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5. 18.1. Concrete Box Culverts—N/A 18.2. Concrete Box Culverts Extensions—N/A 18.3. Concrete Box Culvert Data Table Plan Sheets—N/A 18.4. Concrete Box Culvert Special Details Plan Sheets - N/A Strain Poles 18.5. Steel Strain Poles—N/A 18.6. Concrete Strain Poles 18.7. Strain Pole Data Table Plan Sheets 18.8. Strain Pole Special Details Plan Sheets—N/A Mast Arms—OPTIONAL SERVICE 18.9. Mast Arms 18.10. Mast Arms Data Table Plan Sheets 18.11. Mast Arms Special Details Plan Sheets Overhead/Cantilever Sign Structure—N/A 18.12. Cantilever Sign Structures—N/A 18.13. Overhead Span Sign Structures—N/A Page 50 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 18.14. Special (Long Span) Overhead Sign Structures—N/A 18.15. Monotube Overhead Sign Structure—N/A 18.16. Bridge Mounted Signs (Attached to Superstructure)—N/A 18.17. Overhead/Cantilever Sign Structures Data Table Plan Sheets—N/A 18.18. Overhead/Cantilever Sign Structures Special Details Plan Sheets—N/A High Mast Lighting—N/A 18.19. Non-Standard High Mast Lighting Structures—N/A 18.20. High Mast Lighting Special Details Plan Sheets—N/A Noise Barrier Walls (Ground Mount)—N/A 18.21. Horizontal Wall Geometry—N/A 18.22. Vertical Wall Geometry—N/A 18.23. Summary of Quantities—Aesthetic Requirements—N/A 18.24. Control Drawings—N/A 18.25. Design of Noise Barrier Walls Covered by Standards—N/A 18.26. Design of Noise Barrier Walls not Covered by Standards—N/A 18.27. Aesthetic Details—N/A Special Structures—N/A 18.28. Fender System —N/A 18.29. Fender System Access—N/A 18.30. Special Structures—Spread Footer Lighting Foundations—N/A 18.31. Other Structures—N/A 18.32. Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles—N/A 18.33. Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (No As built or Design Plans Available)—N/A 18.34. Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles—N/A 18.35. Ancillary Structures Report—N/A 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. 19.1. Traffic Data Analysis The CONSULTANT shall review the approved preliminary engineering report,typical section package,and proposed geometric design alignment to identify proposed sign placements and roadway markings. Perform queue analysis at the intersections of Immokalee Road and Everglades Blvd N. 19.2. No Passing Zone Study—N/A 19.3. Reference and Master Design File Page 51 of 74 Schedule A— Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all associated reference files. 19.4. Multi-Post Sign Support Calculations The CONSULTANT shall determine the appropriate column size from the COUNTY's Multi-Post Sign Program(s). 19.5. Sign Panel Design Analysis Establish sign layout, letter size, and series for non-standard signs. 19.6. Sign Lighting/Electrical Calculations—N/A 19.7. Quantities 19.8. Cost Estimate 19.9. Technical Special Provisions and Modified Special Provisions— N/A (will utilize County's Special Provisions) 19.10. Other Signing and Pavement Marking Analysis -N/A 19.11. Field Reviews 19.12. Technical Meetings 19.13. Quality Assurance/Quality Control 19.14. Independent Peer Review—N/A 19.15. Supervision 19.16. Coordination 20. SIGNING AND PAVEMENT MARKING PLANS The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums that include the following. 20.1. Key Sheet 20.2. General Notes/Pay Item Notes 20.3. Project Layout-N/A 20.4. Plan Sheet 20.5. Typical Details 20.6. Guide Sign Work Sheet(s)—includes advance street name signs on all approaches to the intersection. 20.7. Traffic Monitoring Site as required—N/A 20.8. Cross Sections—N/A 20.9. Special Service Point Details as required—N/A 20.10. Special Details—N/A 20.11. Interim Standards—N/A 20.12. Quality Assurance/Quality Control Page 52 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" The CONSULTANT shall be responsible for the professional quality,technical accuracy, and coordination of traffic design drawings, specifications, and other services furnished by the CONSULTANT 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 design drawings, specifications, and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 20.13. Supervision 21. SIGNALIZATION ANALYSIS The CONSULTANT shall analyze and document Signalization Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 21.1. Traffic Data Collection The CONSULTANT shall perform all effort required for traffic data collection, including crash reports, 24 hr. machine counts at all approaches, and 8 hr. turning movement counts at the intersection of 47th Avenue NE and Everglades Boulevard, and at Immokalee Road. 21.2. Traffic Data Analysis The CONSULTANT shall determine signal operation plan, intersection geometry, forecasting traffic, and intersection analysis run for Everglades Boulevard and the Immokalee Road intersection with of 47th Avenue NE. 21.3. Signal Warrant Study— The COUNTY has completed a signal warrant analysis for the intersection of 47th Avenue NE and Immokalee Rd. and meet the signal warrants. The CONSULTANT shall perform a traffic signal warrant analysis study for the Everglades Boulevard N intersection. A traffic Engineering Study, which will include a warrant analysis, shall be completed for the intersection with Everglades Blvd. 21.4. Systems Timings CONSULTANT shall provide the initial signal phasing and SOP. 21.5. Reference and Master Signalization Design File The CONSULTANT shall prepare the Signalization Design file to include all necessary design elements and all associated reference files. 21.6. Reference and Master Interconnect Communication Design File—N/A 21.7. Overhead illuminated Street Name Sign Design The CONSULTANT shall design Signal Mounted Overhead Street Name signs at Immokalee Rd 21.8. Pole Elevation Analysis 21.9. Traffic Signal Operation Report—N/A 21.10. Quantities Page 53 of 74 Schedule A—Scope of Services CAC Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 21.11. Cost Estimate 21.12. Technical Special Provisions and Modified Special Provisions — N/A (will utilize COUNTY's Special Provisions) The CONSULTANT shall meet the latest version of the Collier COUNTY Signalization Technical Special Provisions. 21.13. Other Signalization Analysis The CONSULTANT is required to incorporate into the project the following elements: Closed Circuit Television (CCTV) Camera —the specification for these devices can be found on Collier COUNTY's website at http://www.colliergov.net/your-government/divisions-s-z/traffic-operations/traffic- technical-special-provisions Vehicle Detection (Inductive loops); web address for these specifications is above. Queue Analysis—Determine auxiliary lanes capacity design requirements for Everglades Boulevard N and Immokalee Rd intersections at 47th Avenue NE. Any additional Technical Special Provisions (must be approved by Traffic Operations Engineers) 21.14. Field Reviews 21.15. The CONSULTANT shall conduct a field review to review existing features such as power poles and overhead transmission lines. Technical Meetings 21.16. Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality,technical accuracy,and coordination of traffic design drawings, specifications, and other services furnished by the CONSULTANT 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 design drawings, specifications, and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 21.17. Independent Peer Review—N/A 21.18. Supervision 21.19. Coordination 22. SIGNALIZATION PLANS The CONSULTANT shall prepare a set of Signalization Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. 22.1. Key Sheet 22.2. General Notes/Pay Item Notes 22.3. Plan Sheet 22.4. Interconnect Plans—N/A Page 54 of 74 Schedule A— Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 22.5. Traffic Monitoring Site- N/A 22.6. Guide Sign Worksheet 22.7. Special Details 22.8. Special Service Point Details—as required 22.9. Mast Arm/Monotube Tabulation Sheet—OPTIONAL SERVICE 22.10. Strain Pole Schedule 22.11. TTCP Signal (Temporary)—N/A 22.12. Temporary Detection Sheet—N/A 22.13. Utility Conflict Sheet 22.14. Interim Standards—N/A 22.15. Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy, and coordination of traffic design drawings, specifications,and other services furnished by the CONSULTANT 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 design drawings, specifications,and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 22.16. Supervision 23. LIGHTING ANALYSIS The CONSULTANT shall analyze and document Lighting Tasks in accordance with all applicable manuals, guidelines, standards,handbooks,procedures,and current design memorandums. CONSULTANT will perform the lighting analysis and Lighting Plans for new lighting at the intersection of 47th Avenue NE and Immokalee Road and 47th Avenue NE and Everglades Boulevard. 23.1. Lighting Justification Report—N/A 23.2. Lighting Design Analysis Report The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report.The report shall be submitted under a separate cover with the Phase II plans submittal. The report shall provide analyses for the intersections of 47th Avenue NE and Immokalee Road and 47th Avenue NE and Everglades Boulevard only. The lighting at the intersection(s) will be designed to meet Signalization Intersection Criteria. Since crosswalks are not proposed across the intersections, vertical illuminance calculations will not be performed. After approval of the preliminary report, the CONSULTANT shall submit a revised report for each submittal. The Lighting Design Analysis Report shall include: • Lighting Calculations • Structural calculations for special conventional pole concrete foundations if required • Letter to the power company requesting service • Power company confirmation letter on the requested services Page 55 of 74 Schedule A— Scope of Services C Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" • Voltage drop calculations • Load analysis calculations for each branch circuit 23.3. Voltage Drop Calculations The CONSULTANT shall submit voltage drop calculations showing the equation or equations used along with the number of luminaries per circuit,the length of each circuit,the size conductor or conductors used, and their ohm resistance values. The voltage drop incurred on each circuit (total volts and percentage of drop) shall be calculated, and all work necessary to calculate the voltage drop values for each circuit should be presented in such a manner as to be duplicated by the COUNTY. The Voltage Drop Calculations shall be submitted as part of the Lighting Design Analysis Report. 23.4. FDEP Coordination and Report-N/A 23.5. Reference and Master Design Files The CONSULTANT shall prepare the Lighting Design file to include all necessary design elements and all associated reference files. 23.6. Temporary Lighting—N/A 23.7. Design Documentation—N/A 23.8. Quantities 23.9. Cost Estimate 23.10. Technical Special Provisions and Modified Special Provisions—N/A 23.11. Other Lighting Analysis—N/A 23.12. Field Reviews The CONSULTANT shall conduct a field review to review existing lighting and existing features such as power poles and overhead transmission lines. The review will include but not limited to the following: • Existing Lighting Equipment • Load Center, Capabilities and Condition/Age • Condition of Lighting Structure(s) • Verification of horizontal clearances • Verification of breakaway requirements 23.13. Technical Meetings 23.14. Quality Assurance/Quality Control 23.15. Independent Peer Review—N/A 23.16. Supervision 23.17. Coordination 24. LIGHTING PLANS The CONSULTANT shall prepare a set of Lighting Plans in accordance with all applicable manuals,guidelines, standards, handbooks, procedures, and current design memorandums for the intersections of 47th Avenue NE and Immokalee Road and 47th Avenue NE and Everglades Boulevard. Page 56 of 74 Schedule A—Scope of Services cis Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 24.1. Key Sheet 24.2. General Notes/Pay Item Notes 24.3. Pole Data,Legend & Criteria 24.4. Service Point Details 24.5. Project Layout—N/A 24.6. Plan Sheet 24.7. Special Details 24.8. Temporary Lighting Data and Details—N/A 24.9. Temporary Traffic Control Plan Sheets—N/A 24.10. Interim Standards—N/A 24.11. Quality Assurance/Quality Control The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT 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 design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation, or it may be one specifically designed for this project. 24.12. Supervision 25. LANDSCAPE ANALYSIS—N/A 26. LANDSCAPE PLANS—N/A 27. SURVEY The CONSULTANT shall perform survey tasks in accordance with all applicable statutes, manuals, guidelines, standards, handbooks,procedures, and current design memoranda. The CONSULTANT shall submit all survey notes and computations to document the surveys. All field survey work shall be recorded in approved media and submitted to the COUNTY. Field books submitted to the COUNTY must be of an approved type. The field books shall be certified by the surveyor in responsible charge of work being performed before the final product is submitted. The survey notes shall include documentation of decisions reached from meetings, telephone conversations or site visits. All like work(such as bench lines, reference points, etc.) shall be recorded contiguously. 27.1. Horizontal Project Control (HPC) Establish or recover HPC, for the purpose of establishing horizontal control on the Florida State Plane Coordinate System or datum approved by the COUNTY Project Manager; may include primary or secondary control points. Includes analysis and processing of all field collected data, and preparation of forms. 27.2. Vertical Project Control (VPC) Page 57 of 74 Schedule A— Scope of Services CA Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Establish or recover VPC, for the purpose of establishing vertical control on datum approved by the COUNTY Project Manager;may include primary or secondary vertical control points.Includes analysis and processing of all field collected data, and preparation of forms. 27.3. Alignment and/or Existing Right of Way (R/W) Lines Establish, recover or re-establish project alignment. Also includes analysis and processing of all field collected data,existing maps,and/or reports for identifying mainline,ramp,offset,or secondary alignments. Depict alignment and/or existing R/W lines (in required format) per COUNTY R/W Maps, platted, or dedicated right of way. 27.4. Aerial Targets Place, locate, and maintain required aerial targets and/or photo-identifiable points. Includes analysis and processing of all field collected data, existing maps, and/or reports. Placement of the targets will be at the discretion of the aerial firm. 27.5. Reference Points Reference Horizontal Project Control (HPC) points, project alignment, vertical control points, section, 1/4 section, center of section corners and General Land Office (G.L.O.) corners as required. 27.6. Topography/Digital Terrain Model (DTM) (3D) Locate all above-ground features and improvements for the limits of the project by collecting the required data for the purpose of creating a DTM with sufficient density. Shoot all break lines, high and low points. Effort includes field edits, analysis, and processing of all field collected data, existing maps, and/or reports. 27.7. Planimetric (2D)—N/A 27.8. Roadway Cross Sections/Profiles Perform cross sections or profiles. May include analysis and processing of all field-collected data for comparison with DTM. 27.9. Side Street Surveys Refer to tasks of this document as applicable. 27.10. Underground Utilities (OPTIONAL SERVICE to be negotiated later) Designation includes 2-dimensional collection of existing utilities and selected 3-dimensional verification as needed for designation.Location includes non-destructive excavation to determine size,type,and location of existing utility, as necessary for final 3-dimensional verification. Survey includes collection of data on points as needed for designates and locates. Includes analysis and processing of all field collected data, and delivery of all appropriate electronic files. The CONSULTANT shall SUE all locations that include new underground infrastructure or earthwork excavation (i.e., drilled shafts, bridge piles, strain poles, mast arms, miscellaneous foundations, drainage structures, pipe culverts, new ditches, etc.). The expectation is for the CONSULTANT to know exactly where all existing underground utilities and infrastructure are located in areas that work will be performed to properly design for any new underground infrastructure or earthwork excavation that will be constructed on the project. The CONSULTANT's approach to practicing SUE shall be consistent with the American Society of Civil Engineers(ASCE)Standard(Cl/ASCE 38-02)entitled"Standard Guideline for the Collection and Depiction Page 58 of 74 Schedule A—Scope of Services r, Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" of Existing Subsurface Utility Data"as follows: • Identify utility owners that have facilities on,or may be affected by,the project limits.Contact these utility owners (face-to-face meetings recommended) and provide them with information about the proposed project and schedule periodic follow-up meetings. (ASCE Quality Level D). • Review all information that can be obtained and plot on utility composite drawing (CADD file to be furnished). (ASCE Quality Level D). • Make field observations to identify visible above-ground utility features. Provide all information in field sketches so surveyor can prepare a complete survey and plot a rectilinear grid. (ASCE Quality Level C) • Use appropriate surface geophysical methods (i.e., pipe and cable locators, terrain conductivity methods, resistively measurements, metal detectors, Ground Penetrating Radar, etc.) to designate existing subsurface utilities or to trace a particular utility system. This provides two-dimensional horizontal information. Place paint marks on the ground. Place identification flags or stakes on the paint marks or coding on the pavement and survey to project controls. Depict resulting information via computer aided design and drafting (CADD). Provide notes and sketches to designer of record and/or on-site engineer. Non-tonable (non-metallic) utilities will be discussed at this time with the designer of record and/or on-site engineer. (ASCE Quality Level B). • Meet with designer of record and/or on-site engineer to determine utility conflicts and ASCE Quality Level A test hole locations. • Expose selected subsurface utilities to obtain three-dimensional information. Use minimally intrusive excavation methods, such as vacuum excavation and Air-Lance. Depict resulting information. Resolve differences between all information gathered. Provide test hole data sheets (THDS)to designer of record and/or on-site engineer.All test holes are to be backfilled as described below. (ASCE Quality Level A). On completion, test holes shall be restored to the following: a. Backfilled with in-kind material b. Placed backfill using proper techniques c. Restored pavement with in-kind material d. Restored areas outside of pavement to pre-excavation conditions • Collect and store utility location and condition information in a database for asset management. Provide a detailed report of utility locations, depths, size, type, etc. All information shall be provided in the format preapproved by the COUNTY. 27.11. Outfall Survey -N/A 27.12. Drainage Survey—N/A 27.13. Bridge Survey (Minor/Major)—N/A 27.14. Channel Survey Page 59 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Locate all topographic features and improvements for the limits of the project by collecting the required data. Includes field edits, analysis, and processing of all field collected data, maps, and/or reports. 27.15. Pond Site Survey Refer to tasks of this document as applicable. 27.16. Mitigation Survey—N/A 27.17. Jurisdiction Line Survey Perform field location (2-dimensional) of jurisdiction limits as defined by respective authorities, also includes field edits, analysis, and processing of all field collected data, preparation of reports. 27.18. Geotechnical Support Perform 3-dimensional (X, Y, Z) field location, or stakeout, of boring sites established by geotechnical engineer. Includes field edits, analysis, and processing of all field collected data and/or reports. 27.19. Sectional/Grant Survey Perform field location/placement of section corners, 1/4 section corners, and fractional corners where pertinent. Includes analysis and processing of all field-collected data and/or reports. 27.20. Subdivision Location Survey all existing recorded subdivision/condominium boundaries, tracts, units, phases, blocks, street R/W lines,common areas. Includes analysis and processing of all field collected data and/or reports. If unrecorded subdivision is on file in the public records of the subject COUNTY, tie existing monumentation of the beginning and end of unrecorded subdivision. 27.21. Maintained R/W - N/A 27.22. Boundary Survey—N/A 27.23. Water Boundary Survey—N/A 27.24. Right of Way Staking, Parcel/Right of Way Line—N/A 27.25. Right of Way Monumentation —N/A 27.26. Line Cutting Perform all efforts required to clear vegetation from the line of sight. 27.27. Work Zone Safety Provide work zone as required by COUNTY standards. 27.28. Vegetation Survey—N/A 27.29. Tree Survey—N/A Page 60 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 27.30. Miscellaneous Surveys—N/A 27.31. Supplemental Surveys Supplemental survey days and hours are to be approved in advance by COUNTY Project Manager. Refer to tasks of this document, as applicable, to perform surveys not described herein. 27.32. Document Research Perform research of documentation to support field and office efforts involving surveying and mapping. 27.33. Field Review Perform verification of the field conditions as related to the collected survey data. 27.34. Technical Meetings Attend meetings as required and negotiated by the Surveying and Mapping COUNTY. 27.35. Quality Assurance/Quality Control (QA/QC) Establish and implement a QA/QC plan. Also includes SUBCONSULTANT review, response to comments and any resolution meetings if required, preparation of submittals for review, etc. 27.36. Supervision Perform all activities required to supervise and coordinate project. These activities must be performed by the project supervisor, a Florida P.S.M., or their delegate as approved by the COUNTY Project Manager. 27.37. Coordination Coordinate survey activities with other disciplines. These activities must be performed by the project supervisor, a Florida P.S.M., or their delegate as approved by the COUNTY Project Manager. 28. PHOTOGRAMMETRY—N/A 29. MAPPING A formal Right of Way map is not required for limited Right of Way(for drainage)and Construction/Temporary easements anticipated The CONSULTANT will be responsible for the preparation of right of way sketches and legal descriptions as required for this project in accordance with all applicable COUNTY Manuals,Procedures, Handbooks, District specific requirements, and Florida Statutes. All surveys, and legal descriptions will be prepared under the direction of a Florida Professional Surveyor and Mapper(PSM)to COUNTY size and format requirements utilizing COUNTY-approved software and will be designed to provide a high degree of uniformity and maximum readability. The CONSULTANT will submit legal descriptions, quality assurance check prints, checklists, electronic media files, and any other documents as required for this project to the COUNTY for review at stages of completion as negotiated. Obtaining any Title Searches and associated updates that may be required is the responsibility of the COUNTY. Master CADD File 29.1. Alignment 29.2. Section and 1/4 Section Lines 29.3. Subdivisions/Property Lines Page 61 of 74 Schedule A— Scope of Services C;-1 0 Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 29.4. Existing Right of Way 29.5. Topography 29.6. Parent Tract Properties and Existing Easements 29.7. Proposed Right of Way Requirements The ENGINEER OF RECORD (EOR) will provide the proposed requirements. The PSM is responsible for calculating the final geometry. Notification of Final Right of Way Requirements along with the purpose and duration of all easements will be specified in writing. 29.8. Limits of Construction The limits of construction DGN file as provided by the EOR will be imported or referenced to the master CADD file. Additional labeling will be added as required. The PSM is required to advise the EOR of any noted discrepancies between the limits of construction line and the existing/proposed right-of-way lines, and for adjusting as needed when a resolution is determined. 29.9. Jurisdictional/Agency Lines These lines may include but are not limited to,jurisdictional, wetland, water boundaries, and COUNTY limit lines. Sheet Files 29.10. Control Survey Cover Sheet 29.11. Control Survey Key Sheet 29.12. Control Survey Detail Sheet 29.13. Right of Way Map Cover Sheet—N/A 29.14. Right of Way Map Key Sheet—N/A 29.15. Right of Way Map Detail Sheet—N/A 29.16. Maintenance Map Cover Sheet—N/A 29.17. Maintenance Map Key Sheet—N/A 29.18. Maintenance Map Detail Sheet—N/A 29.19. Reference Point Sheet This sheet(s)will be included with the Control Survey Map Right of Way Map. . 29.20. Project Control Sheet This sheet depicts the baseline, the benchmarks, the primary and secondary control points, and their reference points including the type of material used for each point,their XYZ coordinates, scale factors, and convergence angles. This sheet(s)may be included with the Control Survey Map,Right of Way Map, and Maintenance Map. 29.21. Table of Ownerships Sheet—N/A Miscellaneous Surveys and Sketches 29.22. Parcel Sketches 29.23. TIITF Sketches—N/A 29.24. Other Specific Purpose Survey(s)—N/A Page 62 of 74 Schedule A— Scope of Services i Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 29.25. Boundary Survey(s) Map 29.26. Right of Way Monumentation Map—N/A 29.27. Title Search Map—N/A 29.28. Title Search Report by COUNTY 29.29. Legal Descriptions 29.30. Final Map/Plans Comparison The PSM will perform a comparison of the final sketch and legals with the available construction plans to review the correctness of the type of parcel to be acquired and the stations/offsets to the required right-of-way. The PSM will coordinate with the FOR to resolve any conflicts or discrepancies and provide documentation of the review. 29.31. Field Reviews 29.32. Technical Meetings 29.33. Quality Assurance/Quality Control 29.34. Supervision 29.35. Coordination 29.36. Supplemental Mapping—N/A 30. TERRESTRIAL MOBILE LiDAR The CONSULTANT shall perform Terrestrial Mobile LiDAR tasks in accordance with all applicable statutes. In addition to the maps and LiDAR products, the CONSULTANT shall submit all computations and reports to support the mapping. This will include documentation of all decisions reached from meetings, telephone conversations, and site visits. 30.1. Terrestrial Mobile LiDAR Mission Planning Research and prepare materials necessary for the successful execution of the Mobile LiDAR Mission. This includes but is not limited to route and safety planning, GPS /data acquisition scheduling, weather reports, and site terrain research. 30.2. Project Control Point Coordination All efforts necessary to coordinate the proper placement of project ground control, e.g., base stations, transformation control points, and validation points, supporting the Mobile LiDAR survey. 30.3. Terrestrial Mobile LiDAR Mobilization Prepare the LiDAR sensor and vehicle for project data collection and get specialized personnel and equipment on site. 30.4. Terrestrial Mobile LiDAR Mission Perform site calibrations of LiDAR sensor and collect laser survey data, including any simultaneous base station GPS occupations and operation of any necessary safety equipment. 30.5. Terrestrial Mobile LiDAR Processing Page 63 of 74 Schedule A— Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Download and post process collected measurement data from Mobile LiDAR vehicle sensors, and any base stations occupied during mission. Analyze Mobile LiDAR measurement points and scan route overlaps. Separate any large point cloud data sets into manageable file sizes with corresponding indexes. 30.6. Terrestrial Mobile Photography Processing Process, reference, and name digital photographic imagery files collected during Mobile LiDAR mission. 30.7. Transformation /Adjustment Adjust LiDAR point cloud data to Project Control points. Create point cloud data file(s) in approved digital format. Prepare required reports of precision and accuracy achieved. If this task is performed by separate firm, or is the final product to be delivered, include effort for Survey Report. 30.8. Classification /Editing Identify and attribute (classify) point cloud data into requested groups. Classify or remove erroneous points. 30.9. Specific Surface Reporting Prepare reports, data and/or graphics of specific surface details such as, but not limited to pavement rutting, bridge structure clearance to roadway surface. 30.10. Topographic (3D) Mapping Produce three dimensional (3D) topographic survey map(s) from collected Mobile LiDAR data. This includes final preparation of Construction Information Management (CIM) deliverable, if applicable. 30.11. Topographic (2D) Planimetric Mapping Produce two dimensional (2D) planimetric map(s) from collected Mobile LiDAR data. 30.12. CADD Edits Perform final edit of graphics for delivery of required CADD files. This includes final presentation of CIM deliverable, if applicable. 30.13. Data Merging Merge Mobile LiDAR survey and mapping files, with other field survey files, and data from other sources. 30.14. Miscellaneous Other tasks not specifically addressed in this document. 30.15. Field Reviews Perform on site review of maps. 30.16. Technical Meetings Attend meetings as required. Quality Assurance/Quality Control Establish and implement a QA/QC plan. 30.17. Supervision Supervise all Terrestrial Mobile LiDAR activities. This task must be performed by the project supervisor, a Florida P.S.M. Page 64 of 74 Schedule A— Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Coordination Coordinate with all elements of the project to produce a final product. 31. ARCHITECTURE DEVELOPMENT—N/A 32. NOISE BARRIERS IMPACT DESIGN ASSESSMENT—N/A 33. INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS—N/A 34. INTELLIGENT TRANSPORTATION SYSTEMS PLANS—N/A 35. GEOTECHNICAL The CONSULTANT shall, for each project, be responsible for a complete geotechnical investigation.All work performed by the CONSULTANT shall be in accordance with FDOT standards. Before beginning each phase of investigation and after the Notice to Proceed is given, the CONSULTANT shall submit an investigation plan for approval and meet with the County's Project Manager or representative to review the project scope and COUNTY requirements. The investigation plan shall include,but not be limited to, the proposed boring locations and depths, and all existing geotechnical information from available sources to generally describe the surface and subsurface conditions of the project site. Additional meetings may be required to plan any additional field efforts, review plans, resolve plans/report comments, resolve responses to comments, and/or any other meetings necessary to facilitate the project. The CONSULTANT shall notify the COUNTY in adequate time to schedule a representative to attend all related meetings and field activities. A subsoil investigation plan shall be submitted to the COUNTY for approval prior to site investigation. Muck and cap rock conditions are typical to Southwest Florida. Not encountering muck and cap rock is outside the norm in Collier COUNTY. The presence of both must be identified and quantified in the soils report for the project. To do this may require additional hand holes in muck and deeper drill holes to penetrate the cap rock and identify the soil layers below than was originally shown in the investigation plan. The Soils Report shall contain a signed statement by the Geotechnical Engineer that they have walked the project site and verified to the best of their ability that information provided in the report is representative of what the surface conditions and vegetation suggest would exist below. Where cap rock is expected to be encountered in the installation of stormwater pipe and other structures,the pay items "Rock Trench Excavation" and "muck removal" (if encountered) shall be provided. All Geotechnical work shall meet the minimum requirements of the FDOT Soils and Foundations Handbook. 35.1. Document Collection and Review CONSULTANT will review printed literature including topographic maps, COUNTY agricultural maps, aerial photography (including historic photos), groundwater resources, geology bulletins, potentiometric maps, pile driving records, historic construction records, and other geotechnical-related resources. Prior to field reconnaissance, CONSULTANT shall review U.S.G.S., S.C.S., and potentiometric maps, and identify areas with problematic soil and groundwater conditions. The CONSULTANT shall be responsible for coordination of all geotechnical-related fieldwork activities. The CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores shall be retained as directed in writing by the COUNTY Project Manager. The CONSULTANT shall perform specialized field-testing in accordance with the FDOT Soils and Foundation Handbook and as required by project needs which may include but not be limited to: Page 65 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" • Roadway auger borings every 100 feet to a depth of 5 feet • LBR sampling and testing at 3 per mile. • Pavement core sampling and testing at 1 sample per 1,000 feet. • Corrosion series testing at one sample per strata per 1500 feet of alignment. • Storm sewer system Split Spoon Test(SPT) borings to a depth of 10 feet every 500 feet • SPT borings for each new signal and/or mast arm to a depth of 25 feet • Two corrosion series tests at each signalized intersection location • Two SPT borings per acre of pond and Floodplain Compensation Site to a depth of 20 feet. Where a permanent pool of standing water is observed during the field work, including areas of soft soil, and wetland plant species,the Consultant shall perform additional testing to identify the limits of unsuitable materials. • Two borehole permeability tests at each dry swale location • Piezometer installations at 1 per pond for SHGWL determinations • Standard Penetration Test(SPT)borings at each bridge end bent and at one of the intermediate bent locations. • Standard Penetration Test SPT)borings at each culvert location • Corrosion series testing to support bridge design. • Muck Probing as needed along the roadway limits and within pond areas. If required by the COUNTY Project Manager, a preliminary roadway exploration shall be performed before the 30% plans submittal. The preliminary roadway exploration will be performed, and results provided to the Engineer of Record to assist in setting roadway grades and locating potential problem areas. The preliminary roadway exploration shall be performed as directed in writing by the COUNTY Project Manager. CONSULTANT shall perform specialized field testing as required by project needs and as directed in writing by the COUNTY Project Manager. All laboratory testing and classification will be performed in accordance with applicable COUNTY standards,ASTM Standards,or AASHTO Standards unless otherwise specified in the Contract Documents. 35.2. Develop Detailed Boring Location Plan Develop a detailed boring location plan.Meet with COUNTY Geotechnical Project Manager for boring plan approval. If the drilling program expects to encounter artesian conditions,the CONSULTANT shall submit a methodology(s) for plugging the borehole to the COUNTY for approval prior to commencing with the boring program. 35.3. Stake Borings/Utility Clearance Stake borings and obtain utility clearance. 35.4. Muck Probing Probe standing water and surficial muck in a detailed pattern sufficient for determining removal limits to be shown in the Plans. 35.5. Coordinate and Develop TTCP for Field Investigation Coordinate and develop Temporary Traffic Control Plan (TTCP). All work zone traffic control will be performed in accordance with the COUNTY's Standard Plans Index 102 series. 35.6. Drilling Access Permits Obtain all State, COUNTY, and Water Management District permits for performing geotechnical borings, as needed. 35.7. Property Clearances Page 66 of 74 Schedule A—Scope of Services ) Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Notify property tenants in person of drilling and field activities,if applicable.Written notification to property owners/tenants is the responsibility of the CONSULTANT. The CONSULTANT shall be responsible for assembling a list of all property owners where access is required for conducting geotechnical investigations. A standardized letter shall be prepared by the CONSULTANT for review and approval by the COUNTY prior to notifying affected property owners. 35.8. Groundwater Monitoring Monitor groundwater, using piezometers. 35.9. LBR/Resilient Modulus Sampling Collect appropriate samples for Limerock Bearing Ratio (LBR)testing. Deliver Resilient Modulus samples to a location as directed by the COUNTY. 35.10. Coordination of Fieldwork Coordinate all fieldwork required to provide geotechnical data for the project. 35.11. Soil and Rock Classification - Roadway Refine soil profiles recorded in the field, based on results of laboratory testing. 35.12. Design LBR Determine design LBR values from the 90% and mean methods when LBR testing is required by the COUNTY. 35.13. Laboratory Data Tabulate laboratory test results for inclusion in the geotechnical report, the report of tests sheet (Roadway Soil Survey Sheet), and for any necessary calculations and analyses. 35.14. Seasonal High-Water Table Review the encountered groundwater levels and estimate seasonal high groundwater levels. Estimate seasonal low groundwater levels, if requested. 35.15. Parameters for Water Retention Areas Calculate parameters for water retention areas, exfiltration trenches, and/or swales. 35.16. Delineate Limits of Unsuitable Material Delineate limits of unsuitable material(s) in both horizontal and vertical directions. Assist the Engineer of Record with detailing these limits on the cross-sections. If requested, prepare a plan view of the limits of unsuitable material. 35.17. Electronic Files for Cross-Sections Create electronic files of boring data for cross-sections. 35.18. Embankment Settlement and Stability Estimate the total magnitude and time rate of embankment settlements. Calculate the factor of safety against slope stability failure. 35.19. Monitor Existing Structures Coordinate with FOR and structural engineer(when applicable)to identify and develop mitigation strategies for sensitive structures and facilities which require special considerations for settlement, vibration, and/or Page 67 of 74 Schedule A—Scope of Services f.', Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" groundwater monitoring by the contractor during construction. When there is risk of damage to the structure or facility, provide recommendations in the geotechnical report addressing project-specific needs and coordinate those locations with the EOR. See PPM Volume I Chapter 34 and Chapter 9 of the Soils and Foundations Handbook. 35.20. Stormwater Volume Recovery and/or Background Seepage Analysis Stormwater volume recovery analysis to be completed by Drainage Engineer as directed by the COUNTY. 35.21. Geotechnical Recommendations Provide geotechnical recommendations regarding the proposed roadway construction project including the following: description of the site/alignment, design recommendations, and discussion of any special considerations (i.e., removal of unsuitable material, consolidation of weak soils, estimated settlement time/amount, groundwater control, high groundwater conditions relative to pavement base, etc.) Evaluate and recommend types of geosynthetics and properties for various applications, as required. 35.22. Pavement Condition Survey and Pavement Evaluation Report If a pavement evaluation is performed, submit the report in accordance with Section 3.2 of the Materials Manual:Flexible Pavement Coring and Evaluation. Enter all core information into the Pavement Coring and Reporting (PCR) system. 35.23. Preliminary Roadway Report If a preliminary roadway investigation is performed, submit a preliminary roadway report before the Phase I plans submittal. The purpose of the preliminary roadway report will be to assist in setting road grades and locating potential problems. Copies of U.S.G.S. and S.C.S. maps with project limits shown. A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e., soils grouped into layers of similar materials), and construction recommendations relative to Standard Plans Indices 120- 001 and 120-002. The results of all tasks discussed in all previous sections regarding data interpretation and analysis. An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations. The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 35.24. Final Report The Final Roadway Report shall include the following: Copies of U.S.G.S. and S.C.S. maps with project limits shown. A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e., soils grouped into layers of similar materials), and construction recommendations relative to Standard Plans Indices 120- 001 and 120-002. The results of all tasks discussed in all previous sections regarding data interpretation and analysis. An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations. The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and Page 68 of 74 Schedule A—Scope of Services Request for Professional Services (RPS)23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" submit any responses and revised reports. 35.25. Auger Boring Drafting Draft auger borings as directed by the COUNTY. 35.26. SPT Boring Drafting Draft SPT borings as directed by the COUNTY. Structures The CONSULTANT shall be responsible for coordination of all geotechnical-related fieldwork activities. The CONSULTANT shall retain all samples until acceptance of 100% plans. Rock cores shall be retained as directed in writing by the COUNTY Project Manager. CONSULTANT shall perform specialized field-testing as required by needs of project and as directed in writing by the COUNTY Project Manager. All laboratory testing and classification will be performed in accordance with applicable FDOT standards, ASTM Standards, or AASHTO Standards unless otherwise specified in the Contract Documents. The staff hour tasks for high embankment fills and structural foundations for bridges, box culverts, walls, high-mast lighting, overhead signs, mast arm signals, strain poles, buildings, and other structures include the following: 35.27. Develop Detailed Boring Location Plan Develop a detailed boring location plan.Meet with COUNTY Geotechnical Project Manager for boring plan approval. If the drilling program expects to encounter artesian conditions,the CONSULTANT shall submit a methodology(s) for plugging the borehole to the COUNTY for approval prior to commencing with the boring program. 35.28. Stake Borings/Utility Clearance Stake borings and obtain utility clearance. 35.29. Coordinate and Develop TTCP for Field Investigation Coordinate and develop TTCP plan. All work zone traffic control will be performed in accordance with the COUNTY's Standard Plans Index 102 series. 35.30. Drilling Access Permits Obtain all State, COUNTY, City, and Water Management District permits for performing geotechnical borings, as needed. 35.31. Property Clearances Notify property tenants in person of drilling and field activities,if applicable.Written notification to property owners/tenants is the responsibility of the County's Project Manager. 35.32. Collection of Corrosion Samples Collect corrosion samples for determination of environmental classifications. 35.33. Coordination of Fieldwork Coordinate all fieldwork required to provide geotechnical data for the project. 35.34. Soil and Rock Classification -Structures Page 69 of 74 Schedule A—Scope of Services 1 ) Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" Soil profiles recorded in the field should be refined based on the results of laboratory testing. 35.35. Tabulation of Laboratory Data Laboratory test results should be tabulated for inclusion in the geotechnical report and for the necessary calculations and analyses. 35.36. Estimate Design Groundwater Level for Structures Review encountered groundwater levels, estimate seasonal high groundwater levels, and evaluate groundwater levels for structure design. 35.37. Selection of Foundation Alternatives (BRIDGE TYPE STUDY) Evaluation and selection of foundation alternative, including the following: GRS-IBS Spread footings Prestressed concrete piling - various sizes Drilled shafts Foundation analyses shall be performed using approved COUNTY methods. Assist in selection of the most economical, feasible foundation alternative. 35.38. Detailed Analysis of Selected Foundation Alternate(s) 35.39. Bridge Construction and Testing Recommendations Provide construction and testing recommendations including potential constructability problems. 35.40. Lateral Load Analysis (Optional) Perform lateral load analyses as directed by the COUNTY. 35.41. Walls—OPTIONAL SERVICE to be negotiated later 35.42. Sheet Pile Wall Analysis—OPTIONAL SERVICE to be negotiated later Analyze sheet pile walls as directed by the COUNTY. 35.43. Design Soil Parameters for Signs, Signals,and Geotechnical Recommendations Provide the design soil profile(s)that include the soil model/type of each layer and all soil properties required by the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability. 35.44. Box Culvert Analysis—N/A • Provide the design soil profile(s)that include the soil model/type of each layer and all soil properties required by the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability. • Provide lateral earth pressure coefficients. • Provide box culvert construction and design recommendations. • Estimate differential and total (long-term and short-term) settlements. • Evaluate wingwall stability. Page 70 of 74 Schedule A— Scope of Services `" Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 35.45. Preliminary Report—BRIDGE TYPE STUDY The preliminary structures report shall contain the following discussions as appropriate for the assigned project: • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis). • Recommendations for foundation installation, or other site preparation soils-related construction considerations with plan sheets as necessary. • Any special provisions required for construction that are not addressed in the COUNTY's Standard specification. • An Appendix which includes SPT and CPT boring/sounding profiles,data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts,a complete FHWA checklist,pile driving records (if available), and any other pertinent information. 35.46. Final Report—Bridge The final structures report shall include the following: • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis. • Recommendations for foundation installation, or other site preparation soils-related construction considerations with plan sheets as necessary. • Any special provisions required for construction that are not addressed in the COUNTY's Standard specification. • An Appendix which includes SPT and CPT boring/sounding profiles,data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts,a complete FHWA checklist,pile driving records (if available), and any other pertinent information. 35.47. Final Reports—Signals The final reports shall include the following: • Copies of U.S.G.S. and S.C.S. maps with project limits shown. • Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis). • Recommendations for foundation installation, or other site preparation soils-related construction considerations with plan sheets as necessary. • Any special provisions required for construction that are not addressed in the COUNTY's Standard specification. • An Appendix which includes SPT and CPT boring/sounding profiles,data from any specialized field Page 71 of 74 Schedule A—Scope of Services Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts,a complete FHWA checklist,pile driving records (if available), and any other pertinent information. • Final reports will incorporate comments from the COUNTY and contain any additional field or laboratory test results, recommended foundation alternatives along with design parameters and special provisions for the contract plans. These reports will be submitted to the COUNTY Project Manager for review prior to project completion. After review by the COUNTY, the reports will be submitted to the COUNTY Project Manager in final form and will include the following: • All original plan sheets (11"x 17") • One set of all plan and specification documents, in electronic format, according to COUNTY requirements • Two sets of record prints • Six sets of any special provisions • All reference and support documentation used in preparation of contract plans package Additional final reports(up to four), aside from stated above, may be needed and requested for the County's Project Manager and other disciplines. The final reports, special provisions, as well as record prints, will be signed and sealed by a Professional Engineer licensed in the State of Florida. Draft the detailed boring/sounding standard sheet, including environmental classification, results of laboratory testing, and specialized construction requirements, for inclusion in final plans. 35.48. SPT Boring Drafting Prepare a complete set of drawings to include all SPT borings, auger borings, and other pertinent soils information in the plans. Include these drawings in the Final Geotechnical Report. Draft borings, location map, S.C.S. map, and U.S.D.A. map as directed by the COUNTY. Soil symbols must be consistent with those presented in the latest Florida COUNTY of Transportation Soils and Foundations Handbook. 35.49. Other Geotechnical Other geotechnical effort specifically required for the project as determined by the COUNTY and included in the geotechnical upset limit. 35.50. Technical Special Provisions and Modified Special Provisions—N/A 35.51. Field Reviews Identify and note surface soil and rock conditions, surface water conditions and locations, and preliminary utility conflicts. Observe and note nearby structures and foundation types. 35.52. Technical Meetings 35.53. Quality Assurance/Quality Control 35.54. Supervision 35.55. Coordination 36. 3D MODELING—N/A Page 72 of 74 Schedule A— Scope of Services C AO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 37. PROJECT REQUIREMENTS 37.1. Liaison Office The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on all matters of this project remain with the COUNTY Project Manager. 37.2. Key Personnel The CONSULTANT's work shall be performed and directed by the key personnel identified in the proposal presentations by the CONSULTANT. Any changes in the indicated personnel shall be subject to review and approval by COUNTY. 37.3. Progress Reporting The CONSULTANT shall meet with the COUNTY as required and shall provide a written monthly progress report with approved schedule, schedule status, and payout curve or by using the earned value method that describe the work performed on each task. The report will include assessing project risk through monthly documentation of identifying and updating the risk category and approach for monitoring those tasks. Invoices shall be submitted after the COUNTY approves the monthly progress report and the payout curve or with earned value analysis. The Project Manager will make judgment on whether work of sufficient quality and quantity has been accomplished by comparing the reported percent complete against actual work accomplished. 37.4. Correspondence Copies of all written correspondence between the CONSULTANT and any party pertaining specifically to this contract shall be provided to the COUNTY for their records within one(1)week of the receipt or mailing of said correspondence. 37.5. Professional Endorsement The CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign and seal all reports, documents, Technical Special Provisions and Modified Special Provisions, and plans as required by FDOT and COUNTY standards. 37.6. Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. It is the responsibility of the CONSULTANT to meet the requirements in the FDOT CADD Manual. The CONSULTANT shall submit final documents and files as described therein. The CONSULTANT shall submit all required plan submittals (60%, 90% & 100%) in CADD format. 37.7. Coordination with Other Consultants The CONSULTANT is to coordinate his work with any and all adjacent and integral CONSULTANTs so as to effect complete and homogenous plans and specifications for the project(s)described herein. Page 73 of 74 Schedule A— Scope of Services CIO Request for Professional Services (RPS) 23-8085 "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd" 37.8. OPTIONAL SERVICES At the COUNTY's option, the CONSULTANT may be requested to provide optional services. The fee for these services shall be negotiated in accordance with the terms detailed in the resultant agreement, for a fair, competitive,and reasonable cost,considering the scope and complexity of the project(s).Additional services may be authorized by Change Order or supplemental amendment in accordance with the County's Procurement Policy. The additional services may include other Services as required. List of OPTIONAL SERVICES negotiated under this contract are identified below: 1. Electronic Review Comments Meetings 2. Access Ramp, Tree Disposition Plan, Environmental Detail Sheets 3. Signal Mast Arm Design - Everglades Boulevard 4. Signal Mast Arm Geotechnical -Everglades Boulevard Page 74 of 74 Schedule A— Scope of Services SCHEDULE B BASIS OF COMPENSATION 1. MONTHLY STATUS REPORTS B.1.1. As a condition precedent to payment, CONSULTANT shall submit to the COUNTY as part of its monthly invoice a progress report reflecting the Project status, in terms of the total work effort estimated to be required for the completion of the Basic Services and any authorized Additional Services, as of the last day of the subject monthly billing cycle. Among other things, the report shall show all Service items and the percentage complete of each item. 2. COMPENSATION TO CONSULTANT B.2.1. For the Basic Services provided for in this Agreement, the COUNTY agrees to make the payments to CONSULTANT in accordance with the terms stated below. Payments will be made in accordance with the following Schedule; however, the payment of any particular line item noted below shall not be due until services associated with any such line item have been completed or partially completed to the COUNTY's reasonable satisfaction. Lump sum payments will be made upon the percentage complete. In no event shall such Time and Materials compensation exceed the amounts set forth in the table below. Tasks/Item Description Lump Sum Time and Materials Not-To-Exceed 1 30% Submittal $607,107.70 $ 2 60% Submittal $383,855.15 $ 3 90% Submittal $219,345.80 $ 4 Final Submittal $164,509.35 $ 5 Post Design Services $ $87,182.00 OPTIONAL SERVICES BELOW $ $ 6 Electronic Review Comments Meetings $ $2,693.00 7 Access Ramp, Tree Disposition Plan, Envr. Detail Sheets $ $20,678.00 8 Signal Mast Arm Design - Everglades Blvd. $ $18,045.00 9 Signal Mast Arm Geotechnical - Everglades Blvd. $ $10,465.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Total Lump Sum Fee $ 1,374,818.00 Total Time and Materials Fee � $139,063.00 GRAND TOTAL FEE $ 1,513,881.00 Page 18 of 29 PSA_CCNA Single Project Agreement[2023_ver.l] B.2.2. ❑■*Time and Material Fees: The fees noted in Section B.2.1. shall constitute the amounts to be paid to CONSULTANT for the performance of the Basic Services. Direct Labor Costs mean the actual salaries and wages (basic, premium and incentive) paid to CONSULTANT's personnel, with respect to this Project, including all indirect payroll related costs and fringe benefits, all in accordance with and not in excess of the rates set forth in the Attachment 1 to this Schedule B. With each monthly Application for Payment, CONSULTANT shall submit detailed time records, and any other documentation reasonably required by the COUNTY, regarding CONSULTANT's Direct Labor Costs incurred at the time of billing, to be reviewed and approved by the COUNTY. There shall be no overtime pay without the COUNTY's prior written approval. B.2.2.1. Notwithstanding anything herein to the contrary, in no event may CONSULTANT's monthly billings, on a cumulative basis, exceed the sum determined by multiplying the applicable not to exceed task(s) limits by the percentage the COUNTY has determined CONSULTANT has completed such task as of that particular monthly billing. B.2.3. n* Lump Sum Fees: The fees noted in Section 2.1. shall constitute the lump sum amount to be paid to CONSULTANT for the performance of the Basic Services. There shall be no overtime pay without the COUNTY's prior written approval. B.2.3.1 CONSULTANT shall submit, with each of the monthly status reports provided for under Section B.1.1 of this Schedule B, an invoice for fees earned in the performance of Basic Services and Additional Services during the subject billing month. B.2.4. For Additional Services provided pursuant to Article 2 of the Agreement, if any, the COUNTY agrees to pay CONSULTANT a negotiated total fee and Reimbursable Expenses based on the services to be provided and as set forth in the Amendment authorizing such Additional Services. The negotiated fee shall be based upon the rates specified in Attachment 1 to this Schedule B and all Reimbursable Expenses shall comply with the provision of Section 3.4.1 below. There shall be no overtime pay on Additional Services without the COUNTY's prior written approval. B.2.5. The compensation provided for under Section B.2.1 of this Schedule B, shall be the total and complete amount payable to CONSULTANT for the Basic Services to be performed under the provisions of this Agreement, and shall include the cost of all materials, equipment, supplies and out-of-pocket expenses incurred in the performance of all such services. B.2.6. Notwithstanding anything in the Agreement to the contrary, CONSULTANT acknowledges and agrees that in the event of a dispute concerning payments for Services performed under this Agreement, CONSULTANT shall continue to perform the Services required of it under this Agreement, as directed by the COUNTY, pending resolution of the dispute provided that the COUNTY continues to pay to CONSULTANT all amounts that the COUNTY does not dispute are due and payable. 3. SCHEDULE OF PAYMENTS B.3.1. Notwithstanding anything herein to the contrary, the CONSULTANT shall submit no more than one invoice per month for all fees earned that month for both Basic Services and Additional Services. Invoices shall be reasonably substantiated, identify the services rendered and must be submitted in triplicate in a form and manner required by the COUNTY. B.3.1.1 Payments will be made for services furnished, delivered, and accepted, upon receipt and approval of invoices submitted on the date of services or within six (6) months after completion of contract. Any untimely submission of invoices beyond the specified deadline period is subject to non-payment under the legal doctrine of"'aches" as untimely submitted. Time shall be deemed of the essence with respect to the timely submission of invoices under this Agreement. B.3.2. Invoices not properly prepared (mathematical errors, billing not reflecting actual work done, no signature, etc.) shall be returned to CONSULTANT for correction. Invoices shall be submitted on Page 19 of 29 PSA_CCNA Single Project Agreement[2023_ver.l] CONSULTANT's letterhead and must include the Purchase Order Number and Project name and shall not be submitted more than one time monthly. B.3.3. Payments for Additional Services of CONSULTANT as defined in Article 2 hereinabove and for reimbursable expenses will be made monthly upon presentation of a detailed invoice with supporting documentation. B.3.4. Unless specific rates have been established in Attachment 1, attached to this Schedule B, CONSULTANT agrees that, with respect to any subconsultant or subcontractor to be utilized by CONSULTANT for this Agreement or Additional Services, CONSULTANT shall be limited to a maximum markup of five percent (5%) on the fees and expenses associated with such subconsultants and subcontractors. B.3.4.1 Reimbursable Expenses must comply with §112.061, Fla. Stat., or as set forth in the Agreement, be charged without mark-up by the CONSULTANT, and shall consist only of the following items: B.3.4.1.1. Cost for reproducing documents that exceed the number of documents described in this Agreement and postage and handling of Drawings and Specifications. B.3.4.1.2. Travel expenses reasonably and necessarily incurred with respect to Project related trips, to the extent such trips are approved by the COUNTY. Such expenses, if approved by the COUNTY, may include coach airfare, standard accommodations and meals, all in accordance with §112.061, Fla. Stat. Further, such expenses, if approved by the COUNTY, may include mileage for trips that are from/to destinations outside of Collier or Lee Counties. Such trips within Collier and Lee Counties are expressly excluded. B.3.4.1.3. Permit Fees required by the Project. B.3.4.1.4. Expense of overtime work requiring higher than regular rates approved in advance and in writing by the COUNTY. B.3.4.1.5. Expense of models for the County's use. B.3.4.1.6. Other items on request and approved in writing by the COUNTY. B.3.4.1.7. The CONSULTANT shall bear and pay all overhead and other expenses, except for authorized reimbursable expenses, incurred by CONSULTANT in the performance of the Services. B.3.4.1.8. Records of Reimbursable Expenses shall be kept on a generally recognized accounting basis. B.3.5. The CONSULTANT shall obtain the prior written approval of the COUNTY before incurring any reimbursable expenses, and absent such prior approval, no expenses incurred by CONSULTANT will be deemed to be a reimbursable expense. [END OF SCHEDULE B] Page 20 of 29 PSA_CCNA Single Project Agreement[2023_ver.lI SCHEDULE B — ATTACHMENT 1 CONSULTANT'S HOURLY RATE SCHEDULE Title Hourly Rate Principal $238 Senior Project Manager $201 Project Manager $165 Senior Engineer $175 Engineer $136 Senior Inspector $117 Inspector $96 Senior Planner $164 Planner $130 Senior Designer $128 Designer $109 Environmental Specialist $120 Senior Environmantal Specialist $156 Scientist/Geologist $115 Senior Scientist/Senior Geologist $156 Marine Biologist/Hydrogeologist $133 Senior Marine Biologist/Senior Hydrogeologist $169 Senior GIS Specialist $149 GIS Specialist $114 Clerical/Administrative $73 Senior Technician $102 Technician $83 Surveyor and Mapper $142 CADD Technician $95 Survey Crew - 2 man $152 Survey Crew - 3 man $185 Survey Crew -4 man $218 Senior Architect $177 Architect $148 The above hourly rates are applicable to Time and Materials task(s) only. The above list may not be all inclusive. Additional hourly rates for other personnel may be added via an Amendment upon mutual agreement in advance and in writing by the parties. For Grant Funded Proiects, the above hourly rates are for purposes of providing estimate(s), as required by the grantor agency. Page 21 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] SCHEDULE C PROJECT MILESTONE SCHEDULE Number of Calendar Days Task/Item For Completion of Task Description from Date of Notice to Proceed 1 30% Submittal 180 2 60% Submittal 340 3 90% Submittal 560 4 Final Submittal 705 5 Post Design Services 1425 OPTIONAL SERVICES 6 Electronic Review Comments Meetings TBD 7 Access Ramp, Tree Disposition Plan, Envr. Detail Sheets TBD 8 Signal Mast Arm Design - Everglades Blvd. TBD 9 Signal Mast Arm Geotechnical - Everglades Blvd. TBD Page 22 of 29 PSA_CCNA Single Project Agreement[2023 ver.II ` SCHEDULE D INSURANCE COVERAGE 1. The amounts and types of insurance coverage shall conform to the following minimum requirements with the use of Insurance Services Office (ISO) forms and endorsements or their equivalents. If CONSULTANT has any self-insured retentions or deductibles under any of the below listed minimum required coverages, CONSULTANT must identify on the Certificate of Insurance the nature and amount of such self-insured retentions or deductibles and provide satisfactory evidence of financial responsibility for such obligations. All self-insured retentions or deductibles will be CONSULTANT's sole responsibility. 2. The insurance required by this Agreement shall be written for not less than the limits specified herein or required by law, whichever is greater. 3. Coverages shall be maintained without interruption from the date of commencement of the services until the date of completion and acceptance of the Project by the COUNTY or as specified in this Agreement, whichever is longer. 4. Certificates of insurance acceptable to the COUNTY shall be filed with the COUNTY within ten (10) calendar days after Notice of Award is received by CONSULTANT evidencing the fact that CONSULTANT has acquired and put in place the insurance coverages and limits required hereunder. In addition, certified, true and exact copies of all insurance policies required shall be provided to the COUNTY, on a timely basis, if requested by the COUNTY. Such certificates shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least thirty (30) days prior written notice has been given to the COUNTY. CONSULTANT shall also notify the COUNTY, in a like manner, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non-renewal or material change in coverages or limits received by CONSULTANT from its insurer, and nothing contained herein shall relieve CONSULTANT of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy to be provided by CONSULTANT hereunder, CONSULTANT shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. 5. All insurance coverages of the CONSULTANT shall be primary to any insurance or self- insurance program carried by the COUNTY applicable to this Project. 6. The acceptance by the COUNTY of any Certificate of Insurance does not constitute approval or agreement by the COUNTY that the insurance requirements have been satisfied or that the insurance policy shown on the Certificate of Insurance is in compliance with the requirements of this Agreement. 7. CONSULTANT shall require each of its subconsultants to procure and maintain, until the completion of the subconsultant's services, insurance of the types and to the limits specified in this Section except to the extent such insurance requirements for the subconsultant are expressly waived in writing by the COUNTY. 8. Should at any time the CONSULTANT not maintain the insurance coverages required herein, the COUNTY may terminate the Agreement or at its sole discretion shall be authorized to purchase such coverages and charge the CONSULTANT for such coverages purchased. If CONSULTANT fails to reimburse the COUNTY for such costs within thirty (30) days after demand, the COUNTY has the right to offset these costs from any amount due CONSULTANT under this Agreement or any other agreement between the COUNTY and CONSULTANT. The COUNTY shall be under no obligation to Page 23 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] purchase such insurance, nor shall it be responsible for the coverages purchased or the insurance company or companies used. The decision of the COUNTY to purchase such insurance coverages shall in no way be construed to be a waiver of any of its rights under the Agreement. 9. If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion of the services required hereunder or termination of the Agreement, the CONSULTANT shall furnish to the COUNTY, in triplicate, renewal or replacement Certificate(s) of Insurance not later than three (3) business days after the renewal of the policy(ies). Failure of the Contractor to provide the COUNTY with such renewal certificate(s) shall be deemed a material breach by CONSULTANT and the COUNTY may terminate the Agreement for cause. Sections checked ( ) are required by this Agreement. 10. 11111 WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY. Workers' Compensation and Employers' Liability Insurance shall be maintained by the CONSULTANT during the term of this Agreement for all employees engaged in the work under this Agreement in accordance with the laws of the State of Florida. The amounts of such insurance shall not be less than: a. Worker's Compensation - Florida Statutory Requirements b. Employers' Liability - The coverage must include Employers' Liability with a minimum limit of $500,000 for each accident. The insurance company shall waive all claims rights against the COUNTY and the policy shall be so endorsed. 44 ❑ where applicable to the completion of the work. Coverage shall have minimum limits of $ Per Claim/Occurrence. 42. ❑ ined--where-appi n-ef • �-- -------Pei-��-r7-ear: 13. 1111 COMMERCIAL GENERAL LIABILITY. A. Commercial General Liability Insurance, written on an "occurrence" basis, shall be maintained by the CONSULTANT. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property Damage including Completed Operations and Products and Completed Operations Coverage. Products and Completed Operations coverage shall be maintained for a period of not less than five (5) years following the completion and acceptance by the COUNTY of the work under this Agreement. Limits of Liability shall not be less than the following: Coverage shall have minimum limits of $ 1 ,000,000 Per Occurrence, $2,000,000 aggregate. B. The General Aggregate Limit shall apply separately to this Project and the policy shall be endorsed using the following endorsement wording. "This endorsement modifies insurance provided under the following: Commercial General Liability Coverage Part. The General Aggregate Limit under LIMITS OF INSURANCE applies separately to each of your projects away from premises owned by or rented to you." Applicable deductibles or self-insured retentions shall be the sole responsibility of CONSULTANT. Deductibles or self-insured retentions carried by the CONSULTANT shall be subject to the approval of the Risk Management Director or his/her designee. Page 24 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] 14. Collier County Board of County Commissioners shall be listed as the Certificate Holder and included as an "Additional Insured" on the Insurance Certificate for Commercial General Liability where required. The insurance shall be primary and non-contributory with respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and the Contractor's policy shall be endorsed accordingly. Contractor shall ensure that all subcontractors comply with the same insurance requirements that the Contractor is required to meet. 157 I I Watere af�ft--- ability. Coverage shall be cam+ • .16. ❑ Ai ity.:--Cov , , 17. ❑ • • 487 I I E. Coverage shall have minimum limits of$ Per Occurrence. 19. ri BE I C �.-o��-,NSUR-A-NGi=. Covgragc shall have minimum limits of$ Per Geeoffence, ❑ 1111A[�QCI 1 A 1 IAQII ITV v�orr®r��•c�r�-'cnTasrcrr-l-: vela • • • n n inewanee: 21. I■I PROFESSIONAL LIABILITY INSURANCE. A. Professional Liability: Shall be maintained by the CONSULTANT to ensure its legal liability for claims arising out of the performance of professional services under this Agreement. CONSULTANT waives its right of recovery against COUNTY as to any claims under this insurance. Such insurance shall have limits of not less than $ 1 ,000,000 each claim and aggregate. B. Any deductible applicable to any claim shall be the sole responsibility of the CONSULTANT. Deductible amounts are subject to the approval of the COUNTY. C. The CONSULTANT shall continue this coverage for this Project for a period of not less than five (5) years following completion and acceptance of the Project by the COUNTY. D. The policy retroactive date will always be prior to the date services were first performed by CONSULTANT or the COUNTY, and the date will not be moved forward during the term of this Agreement and for five years thereafter. CONSULTANT shall promptly submit Certificates of Page 25 of 29 PSA_CCNA Single Project Agreement[2023_ver.I] Insurance providing for an unqualified written notice to the COUNTY of any cancellation of coverage or reduction in limits, other than the application of the aggregate limits provision. In addition, CONSULTANT shall also notify the COUNTY by certified mail, within twenty-four (24) hours after receipt, of any notices of expiration, cancellation, non-renewal or material change in coverages or limits received by CONSULTANT from its insurer. In the event of more than a twenty percent (20%) reduction in the aggregate limit of any policy, CONSULTANT shall immediately take steps to have the aggregate limit reinstated to the full extent permitted under such policy. CONSULTANT shall promptly submit a certified, true copy of the policy and any endorsements issued or to be issued on the policy if requested by the COUNTY. 22. VALUABLE PAPERS INSURANCE. In the sole discretion of the COUNTY, CONSULTANT may be required to purchase valuable papers and records coverage for plans, specifications, drawings, reports, maps, books, blueprints, and other printed documents in an amount sufficient to cover the cost of recreating or reconstructing valuable papers or records utilized during the term of this Agreement. 23. PROJECT PROFESSIONAL LIABILITY. A. If the COUNTY notifies CONSULTANT that a project professional liability policy will be purchased, then CONSULTANT agrees to use its best efforts in cooperation with the COUNTY and the COUNTY's insurance representative, to pursue the maximum credit available from the professional liability carrier for a reduction in the premium of CONSULTANT's professional liability policy. If no credit is available from CONSULTANT's current professional policy underwriter, then CONSULTANT agrees to pursue the maximum credit available on the next renewal policy, if a renewal occurs during the term of the project policy (and on any subsequent professional liability policies that renew during the term of the project policy). CONSULTANT agrees that any such credit will fully accrue to the COUNTY. Should no credit accrue to the COUNTY, the COUNTY and CONSULTANT, agree to negotiate in good faith a credit on behalf of the COUNTY for the provision of project-specific professional liability insurance policy in consideration for a reduction in CONSULTANT's self-insured retention and the risk of uninsured or underinsured consultants. B. The CONSULTANT agrees to provide the following information when requested by the COUNTY or the COUNTY's Project Manager: 1. The date the professional liability insurance renews. 2. Current policy limits. 3. Current deductibles/self-insured retention. 4. Current underwriter. 5. Amount (in both dollars and percent) the underwriter will give as a credit if the policy is replaced by an individual project policy. 6. Cost of professional insurance as a percent of revenue. 7. Affirmation that the design firm will complete a timely project errors and omissions application. C. If the COUNTY elects to purchase a project professional liability policy, CONSULTANT to be insured will be notified and the COUNTY will provide professional liability insurance, naming CONSULTANT and its professional subconsultants as named insureds. [END OF SCHEDULE D] Page 26 of 29 PSA_CCNA Single Project Agreement[2023_ver.1] SCHEDULE E TRUTH IN NEGOTIATION CERTIFICATE In compliance with the Consultants' Competitive Negotiation Act, Section 287.055, Florida Statutes, Kimley-Horn and Associates, Inc. (company's name) hereby certifies that wages, rates and other factual unit costs supporting the compensation for the services of the CONSULTANT to be provided under the Professional Services Agreement, concerning "Design Services for 47th Avenue NE- Immokalee Road to Everglades Blvd "project" is accurate, complete and current as of the time of contracting. BY: TI , - DATE: GSgt4phl t,/ 22, Z0v4 Page 27 of 29 PSA_CCNA Single Project Agreement[2023_ver.11 SCHEDULE F KEY PERSONNEL Name Personnel Category Percentage of Time Gary Nadeau, P.E. Principal 1.0% Faisal Awan, P.E. Senior Project Manager 10.0% Richard Arico, P.E. Senior Engineer 8.0% Mo Ansari, P.E. Senior Engineer 4.0% Ian Rairdan, P.E. Senior Engineer 2.0% Victor Gallo, P.E. Senior Engineer 4.6% Joe Roberts, P.E. Senior Engineer 2.9% Josh Davis, P.E. Engineer 3.0% Katie Gleason, P.E. Engineer 8.0% Jacob Lennertz, P.E. Engineer 3.0% Jacob Rehm, E.I. Engineer 10.0% Austin Decker, E.I. Engineer 10.0% _ Tomas Acuna, E.I. Engineer 7.2% Sarah Johnson, C.E. Senior Environmental Specialist 4.1% Marc Novack, P.E. Principal 8.2% Thomas Musgrave, P.E. Senior Engineer 2.0% Michael Ward, PLS Surveyor and Mapper 12.0% Page 28 of 29 PSA_CCNA Single Project Agreement[2023_ver.I] SCHEDULE G Other: (Description) n following this page (pages through ) n this schedule is not applicable Page 29 of 29 PSA_CCNA Single Project Agreement[2023_ver.1]