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Backup Documents 10/25/2022 Item #11DORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 1 10 THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. **NEW** ROUTING SLIP Complete routing lines #1 through #2 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the exception of the Chairman's sienature. draw a line through routing lines #1 through #2, complete the checklist, and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. Risk Risk Management 2. County Attorney Office R1 1TT County Attorney Office 4. BCC Office Board of County Commissioners (d 27 4. Minutes and Records Clerk of Court's Office 5. Procurement Services Procurement Services PRIMARY CONTACT INFORMATION Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the addressees above, may need to contact staff for additional or missing information. Name of Primary Staff Patrick Contact Information 239- 252-8407 Contact / Department O' Quinn/PROCUREMENT Agenda Date Item was OCTOBER 25th, 2022 Agenda Item Number ILD. Approved by the BCC Type of Document FIRST AMENDMENT Number of Original Documents 1 Attached Attached PO number or account N/A 05-3865 CH2M HILL, INC. number if document is DESIGN AND PERMITTING to be recorded OF COLLIER BOULEVARD (GOLDEN GATE BOULEVARD TO PINE RIDGE ROAD, PROJECT #68056") INSTRUCTIONS & CHECKLIST Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is Yes N/A (Not appropnate. (Initial) Applicable) 1. Does the document require the chairman's original signature STAMP OK N/A 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information (Name; Agency; Address; Phone) on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be PRO signed by the Chairman, with the exception of most letters, must be reviewed and signed by the Office of the County Attorney. 4. All handwritten strike -through and revisions have been initialed by the County Attorney's N/A Office and all other parties except the BCC Chairman and the Clerk to the Board 5. The Chairman's signature line date has been entered as the date of BCC approval of the PRO document or the final negotiated contract date whichever is applicable. 6. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's PRO signature and initials are required. 7. In most cases (some contracts are an exception), the original document and this routing slip N/A should be provided to the County Attorney Office at the time the item is input into SIRE. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! RECEIVED 8. The document was approved by the BCC on 10/25/2022 and all changes made during CT 25 2 /A is not the meeting have been incorporated in the attached document. The County option for Attorne 's Office has reviewed the changes, if applicable. s line. 9. Initials of attorney verifying that the attached document is the version approved by the Rj k anapelah is not BCC, all changes directed by the BCC have been made, and the document is ready for the ption for Chairman's signature. d�(Q� line. fa.�V 110 Jacobs SECRETARY CERTIFICATE I, Cheryl Rimas, Assistant Secretary of CH2M HILL, Inc. (the "Company"), hereby certify that: Ellen B. Patterson is Geographic Operations Manager of the Company and has been granted authority, by the board of directors to execute documents on behalf of the Company. Dated this 7th day of October 2022. Cheryl Rimas, Assistant Secretary NiQti� GfGagPoNr.,C� SEAL 110 FIRST AMENDMENT TO AGREEMENT #05-3865 FOR "Design and Permitting of Collier Boulevard (Golden Gate Boulevard to Pine Ridge Road, Project #68056") THIS FIRST AMENDMENT, made and entered into on this ZY 4 day of `tr 2022, by and between C112M Hill, Inc. (the "CONSULTANT") and Collier County, a political subdivision of the State of Florida, (the "COUNTY") (collectively, the "Parties"): WHEREAS, on December 13, 2005 (Agenda Item No 10.C), the County entered into an Agreement #05-3865 "Design and Permitting of Collier Boulevard (Golden Gate Boulevard to Pine Ridge Road, Project #68056" (the "Agreement") with Consultant in an amount of $2,028,745; and WHEREAS, as permitted under Section 32.8 Optional Services of the Agreement, the County, at its option, may request additional design and construction inspection services by the Consultant: and WHEREAS, the Parties desire to amend the Agreement to provide for scope, fees, hourly rates, project milestone schedule, and key personnel for Phase II of Project #68056 as "Collier III: Final Design" in the amount of $1,989,852 for the final design or improvements to portions of Collier Boulevard from Green Boulevard to Main Golden Gate Canal. NOW, THEREFORE, in consideration of the mutual promises and covenants herein contained, it is agreed by the Parties as follows: 1. The above recitals are hereby incorporated into this First Amendment as if fully set forth herein. 2. Schedule A, Scope of Services, Schedule B, Basis of Compensation, Schedule B-Attachment 1, Consultant's Hourly Rate Schedule, Schedule C, Project Milestone Schedule, and Schedule F, Key Personnel are hereby incorporated and attached hereto this First Amendment. 3. All other terms and conditions of the Agreement, as amended, shall remain the same. [Signature page to follow this page] Page 1 of 2 First Amendment to Agreement # 05-3865 G�" 11D IN WITNESS WHEREOF, the Parties have executed this First Amendment on the date and year first written above by an authorized person or agent. ATTEST: Crystal K. Kinzel, Clerk of Circuit Court and Comptroller By: Dated: (SEAL) ,25} a5 iC tai '— signattp only. Consultant's Witnesses: q�At� leQ;� First Witne s TType/pent witness na eT �z Second Witness i /l G r .+.•mot el— TType/print witness nameT BOARD OF COUNTY COMMISSIONERS COLLIER COUNT-(, FLORIDA WILLIAM L. MCDANIEL JR., CONSULTANT: CH2M Hill, Inc. By: jA&21gh�LD Signature TType/print signature and titleT Date Appro d a t F rm nd Le ality: H Ss,i Ala I' County Attorney Obt�l l� T, l'O yqs ko Print Name [Schedules A, B, B-1, C, and F to follow this page] Page 2 of 2 First Amendment to Agreement # 05-3865 0 GA LID SCHEDULE A SCOPE OF SERVICES For AMENDMENT NO. 1 (Contract 05-3865) "COLLIER III: FINAL DESIGN" TO CONSULTING ENGINEERING SERVICES AGREEMENT FOR COLLIER BOULEVARD (C.R. 951) (Green Boulevard to Main Golden Gate Canal) PROJECT NO. 68056 Purchase Order: 4500101474 (4500057196) September 14, 2022 PART 1: OVERVIEW The CONSULTANT has been requested and retained to provide additional engineering services associated with Collier County Project No. 68056, Collier Boulevard (Green Boulevard to Main Golden Gate Canal). These additional services are based on a scope of work addition requested by the Collier County Growth Management Department, Transportation Engineering Division, required to complete the Collier III — Phase II Project Design and Permitting, and Bid the Project as a Design -Bid -Build Project. This Scope of Services addresses the following: Preparation of 60%, 90%, 100% and Bid Phase Plans to allow the 4 to 6-Lane Widening Project to be Bid as a Design -Bid -Build Project. Project Elements will include widening Collier Boulevard from 4 to 6 lanes, 4 ft bike lanes, 10 ft pathway along the west side of roadway from Golden Gate Pkwy to Main Golden Gate Canal, Pathway along west side of 391h St. SW from 29th Ave. SW to 17th Ave. SW, Collier Boulevard Bridge replacement over the Main Golden Gate Canal, 27th Street SW Bridge over CR 951 Canal (replaces 25th St SW bridge), Pedestrian Bridge at Golden Gate Parkway over the CR 951 Canal, Relocating Bus Stop 276 across from 20th PL SW, Signalized Intersections at City Gate North, 27th Ave SW, and 20th PL SW, as well as modifications to the existing Signal at Golden Gate Parkway, minor roadway improvements to 39th St. SW at Green Boulevard and 27th St SW. Modification of SFWMD ERP Permit PAGE I OF 15 G�� 110 Obtaining Florida Department of Environmental Protection (FDEP) State 404 Permit Post Design Services (Bidding Services and Services During Construction) Coordination with ongoing County Projects adjacent to Collier Boulevard within the project limits. Including Big Shot Golf, Affordable Housing, Collier County Utility Upgrade at 29th St SW. This AMENDMENT provides for the CONSULTANT'S services to be modified to add the following Scope of Services to Collier County Project No. 68056. The following CONSULTANT Services are an addition to the original contract: PART 2: SCOPE OF WORK Task 1— Preparation of 60% Plans, Quantities and Estimates Consultant will modify and update the existing concepts, exhibits and plans to reflect the final decisions/input of Collier County staff, Board of County Commissioners, and the public. Sheets that were prepared previously will be updated/modified to reflect and changes. New sheets will be prepared to compile a Phase II — 60% Submittal. Permits will be Submitted at the end of this Phase (See Task 10 for Details) • SFWMD ERP Modification • FDEP State 404 Survey Services will be Performed (Phase I) — See E. l Subsurface Utility Engineering (SUE) will be performed (Phase I) — See E.2 Environmental Surveys will be Performed — See E.3 Geotechnical Service will be performed (Phase I) — See EA Services include the following Sub -Tasks: 1.1 Cover/Key Sheet (1): Modify Key Sheet and Adjust Project Limits - Data 1.2 Summary of Pay Items (3): No Sheets this Phase 1.3 Drainage Maps (5) Modify drainage areas maps. Modify limits. Recalculate drainage areas for basin calculations (as necessary), 1.4 Typical Section Sheets (4) Modify typical sections to reflect changes. Modify to reflect project limit changes. Add new Typical Sections for City Gate, 20th PL SW, 39th St. SW, 1.5 Summary of Drainage Structures (6) Prepare Required Sheets 1.6 Survey Control Sheets (3) Prepare Required Sheets PAGE 2 OF 15 cf0 110 1.7 Project Layout Sheets (2) Prepare Required Sheets 1.8 Plan and Profile Sheets (17) Modify/Update to reflect additions, changes in typical and or limits. New Sheets for 39th, 20th, City Gate 1.9 Intersection Layout/Detail Sheets (3) Prepare Required Sheets for City Gate, 271n, Golden Gate Pkwy (20th N/A) 1.10 Construction Details (5) Prepare Required Sheets for Construction Details (Misc. Roadway, Drainage, Pathway, etc.) 1.11 Side Street Details/Profiles (4) Prepare Required Sheets for City Gate, 27th, Golden Gate Pkwy, 20th, 391h (2 locations) 1.12 Drainage Structure Sheets (54) Prepare Required Sheets. Include ROW Existing and proposed utilities. 1.13 Drainage Detail Sheets (4) Prepare Required Sheets for proposed improvements, connections, swales, outfalls 1.14 Soil Survey Sheets (5) No Sheets this Phase 1.15 Cross Sections (66) Modify/Prepare Required Sheets. Include ROW Existing and proposed utilities. Canal relocation. (2) Per Sheet. 1.16 Traffic Control Plans (29) Prepare Traffic Control Typical Sections, Details and Phase I and Phase II Plans based on Concepts 1.17 Signing and Marking Plans, Details, Prepare Signing and Marking Plans, Quantities Details and Quantities based on Concepts 1.18 Utility Adjustment Plans (20) Prepare Required Sheets. Include existing and proposed utilities per coordination and RGB's 1.19 Signalization Plans, Details, Prepare Required Sheets. Collier Quantities (9) Boulevard Intersections at City Gate, 27th, Golden Gate Pkwy, 201h 1.20 Lighting Plans/Interconnect Plans/IT Prepare Required Sheets. Include Plans, Details, Quantities (15) Lighting/Signal Interconnect/IT on Same Plan Sheets 1.21 SWPPP Sheets (5) Prepare Required Sheets. 1.22 Summary of Quantity Sheets (29) No Sheets this Phase 1.23 Core Boring Sheets (4) No Sheets this Phase 1.24 Quantities and Cost Estimate Prepare 60% Project Quantities and Cost Estimate 1.25 Lighting — Photometric Analysis Prepare Conceptual Layout and Analysis Report for Corridor Lighting (2) Sides, LED PAGE 3 OF 15 0 CV 110 Apollo. Prepare Report. 1.26 Lighting — Voltage Drop Report Determine Loads and Prepare Calculations. Identify Service Points, Prepare Report. 1.27 QA/QC Review and Coordination QA/QC for Plans, Details, Quantities, Estimates and Calculations. 1.28 Utility Notices — Coordination Prepare Utility Notices and Plans for Meeting No. 1 Utility Distribution and Coordination. Prepare for and Attend Utility Coordination Meeting No. 1 1.29 ROW and Survey Coordination Prepare Survey Needs and Coordinate Topo Data and TIN Model with Surveyor. Schedule Field Survey(s) — 2 Phases 1.30 Geotechnical Coordination Prepare Geotechnical Needs and Coordinate Data and Borings with Geotech. Bridges/Mast Arms/Canal/Roadway Task 2 — Preparation of 90% Plans, Quantities and Estimates Consultant will prepare new required plans based on a Phase III — 90% Submittal and modify/update the 60% plans to provide additional information/details and reflect County comments on 60% Submittal. Public Involvement Meetins will be held during the 90% Phase to convey project intent and gather data. Consultant will prepare for and attend Meeting. Documents Include Project "Roll Plot Exhibits, Typical Sections, Mailings and Postage, Newsletter, News Release, FAQ's, County will be responsible for facility costs, rental costs etc. when applicable. Traffic Data will be collected and processed for preparation of Signal Warrant Study(s) at City Gate North, 271h St. SW and 20th PL SW. Signal Warrant Studies will be Prepared for City Gate North, 27th St. SW and 20th PL SW. Survey Services will be Performed (Phase II) — See E.1 Geotechnical Service will be performed (Phase II) — See EA Services include the following Sub -Tasks: 2.1 Cover/Key Sheet (1): Modify/Update as necessary for 90% 2.2 Summary of Pay Items (3): Prepare Required Sheets 2.3 Drainage Maps (5) Modify/Update as necessary for 90% 2.4 Typical Section Sheets (4) Modify/Update as necessary for 90% PAGE 4 OF 15 110 2.5 Summary of Drainage Structures (6) Modify/Update as necessary for 90% 2.6 Survey Control Sheets (3) Modify/Update as necessary for 90% 2.7 Project Layout Sheets (2) Modify/Update as necessary for 90% 2.8 Plan and Profile Sheets (17) Modify/Update as necessary for 90% 2.9 Intersection Layout/Detail Sheets (3) Modify/Update as necessary for 90% 2.10 Construction Details (5) Modify/Update as necessary for 90% 2.11 Side Street Details/Profiles (4) Modify/Update as necessary for 90% 2.12 Drainage Structure Sheets (54) Modify/Update as necessary for 90% 2.13 Drainage Detail Sheets (4) Modify/Update as necessary for 90% 2.14 Soil Survey Sheets (5) Prepare Required Sheets 2.15 Cross Sections (66) Modify/Update as necessary for 90% 2.16 Traffic Control Plans (29) Modify/Update as necessary for 90% 2.17 Signing and Marking Plans, Details, Quantities Modify/Update as necessary for 90% 2.18 Utility Adjustment Plans (20) Modify/Update as necessary for 90% 2.19 Signalization Plans, Details, Quantities (9) Modify/Update as necessary for 90% 2.20 Lighting Plans/Interconnect Plans/IT Plans, Details, Quantities (15) Modify/Update as necessary for 90% 2.21 SWPPP Sheets (5) Modify/Update as necessary for 90% 2.22 Summary of Quantity Sheets (29) Prepare Required Sheets 2.23 Core Boring Sheets (4) Prepare Required Sheets 2.24 Quantities and Cost Estimate Prepare 90% Project Quantities and Cost Estimate 2.25 Public Involvement Meeting No. 1 Prepare for and attend Meeting. Documents Include Project "Roll Plot" Exhibits, Typical Sections, Mailings and Postage, Newsletter, News Release, FAQ's 2.26 Signal Warrant Analysis Data Collection and Report Collect Traffic Data and Prepare Signal Warrant Analysis Report for; City Gate North, 27" St. SW, 20'' PL SW 2.27 QA/QC Review and Coordination QA/QC for Plans, Details, Quantities, Estimates and Calculations. 2.28 Utility Coordination Meeting No. 2 Prepare Plans for Utility Distribution and Coordination. Prepare for and Attend Utility Coordination Meeting No. 2 2.29 ROW and Survey Coordination Prepare Survey Needs and Coordinate Topo Data and TIN Model with Surveyor. Schedule Field Survey(s) — 2nd Phase 2.30 Geotechnical Coordination Prepare Geotechnical Needs and PAGE 5 OF 15 Coordinate Data and Borings with Geotech. Bridges/Mast Arms/Canal/Roadway - 2nd Phase Task 3 — Preparation of 100% Plans, Quantities and Estimates Consultant will prepare a Phase IV — 100% Submittal and modify/update the 90% plans to provide additional information/details and reflect County comments on 90% Submittal. Services include the followiny- Sub -Tasks: 3.1 Cover/Key Sheet (1): Modify/Update as necessary for 100% 3.2 Summary of Pay Items (3): Modify/Update as necessary for 100% 3.3 Drainage Maps (5) Modify/Update as necessary for 100% 3.4 Typical Section Sheets (4) Modify/Update as necessary for 100% 3.5 Summary of Drainage Structures (6) Modify/Update as necessary for 100% 3.6 Survey Control Sheets (3) Modify/Update as necessary for 100% 3.7 Project Layout Sheets (2) Modify/Update as necessary for 100% 3.8 Plan and Profile Sheets (17) Modify/Update as necessary for 100% 3.9 Intersection Layout/Detail Sheets (3) Modify/Update as necessary for 100% 3.10 Construction Details (5) Modify/Update as necessary for 100% 3.11 Side Street Details/Profiles (4) Modify/Update as necessary for 100% 3.12 Drainage Structure Sheets (54) Modify/Update as necessary for 100% 3.13 Drainage Detail Sheets (4) Modify/Update as necessary for 100% 3.14 Soil Survey Sheets (5) Modify/Update as necessary for 100% 3.15 Cross Sections (66) Modify/Update as necessary for 100% 3.16 Traffic Control Plans (29) Modify/Update as necessary for 100% 3.17 Signing and Marking Plans, Details, Quantities Modify/Update as necessary for 100% 3.18 Utility Adjustment Plans (20) Modify/Update as necessary for 100% 3.19 Signalization Plans, Details, Quantities (9) Modify/Update as necessary for 100% 3.20 Lighting Plans/Interconnect Plans/IT Plans, Details, Quantities (15) Modify/Update as necessary for 100% 3.21 SWPPP Sheets (5) Modify/Update as necessary for 100% 3.22 Summary of Quantity Sheets (29) Modify/Update as necessary for 100% 3.23 Core Boring Sheets (4) Modify/Update as necessary for 100% 3.24 Quantities and Cost Estimate Prepare 100% Project Quantities and Cost Estimate 3.25 QA/QC Review and Coordination QA/QC for Plans, Details, Quantities, PAGE 6 OF 15 op 110 Estimates and Calculations. 3.26 Utility Coordination Draft and Final Coordinate with Utility Companies to UWS Obtain, Review and Finalize Utility Work Schedules (UWS) for Project. Task 4 — Preparation of Bid Plans, Quantities and Estimates Consultant will prepare a Bid Set of Plans, Quantities, Estimates and Specifications - Modify/update the 100% plans to reflect County comments on 100% Submittal. • Bid Tabs will be Prepared • "Exhibit I" will be Prepared to reflect project requirements/opportunities/constraints Task 5 - Bridize Plans (1) - Main Golden Gate Canal Consultant will prepare necessary Plans, Details, Calculation Quantities and Cost Estimates for the proposed bridge replacement of the Collier Boulevard Bridge over the Main Golden Gate Canal Coordination with SFWMD — BCB will be required to obtain concurrence/approval of Bridge Length, Width, Profile, Clearance, Abutment Treatments and Canal modifications. It is assumed a separate Meeting(s), up to 2, will be required. Bridge Typical Section will consist of 3 Lanes in each direction plus dual left turn lanes in Southbound direction of City Gate North Intersection. Bike Lanes will be continuous across the bridge (As a 5 ft - 6-inch Shoulder) A Pathway will continue across the Bridge on the west side to connect to existing pathway on south side and planned pathway on north side. Bridge Development Report will be prepared for Main Golden Gate Canal Bridge Bridge Hydraulic Report will be prepared for Main Golden Gate Canal Bridge A Bridge No. (New) will be required from FDOT Bridge Plans will be submitted as part of the 60%, 90%, 100% and Bid Plan Milestones Note: There will be NO Sidewalk/Pathway on the east side of the Bridge per Collier County direction. Note: Due to existing geometric constraints — a Continuous 4.0 ft Vertical Clearance will not be possible. Consultant will meet with SFWMD-BCB to obtain a variance to this requirement. Note: Construction Phasing • A 2 Phased Construction of the Bridge will be required due to requirement to keep Collier Boulevard operational at all times and limited available ROW for temporary bridge. • Maintenance of Traffic During Construction will restrict Collier Boulevard to 1 Lane in Each Direction during Certain Phases. PAGE 7 OF 15 ��0 LID Task 6 - Bridge Plans (2) — CR 951 Canal at 27t' St SW Consultant will prepare necessary Plans, Details, Calculation Quantities and Cost Estimates for the proposed bridge replacement of the 27th Street Bridge over the CR 951 Canal. It is assumed the "structure" will be a 3-Sided Box Culvert with a bottom slab (Similar in dimensions to the Green Boulevard Structure built during Phase I). Retaining Walls will be required due to proximity to Collier Boulevard, 39th Street existing utilities and required geometry. Coordination with SFWMD — BCB will be required to obtain concurrence/approval of Bridge Length, Width, Profile, Clearance, Abutment Treatments and Canal modifications. It is assumed a separate Meeting(s), up to 2, will be required. Bridge Typical Section will consist of 1 EB receiving lane, 1 WB left lane, 1 WB combination Thru/Left Lane, I Right Lane. A WB bike lane (4 ft) will also be provided. Sidewalks will be provided on north and south side of bridge/culvert. Bridge shall align with entrance to Golf/Entertainment Facility on west side of Collier Blvd. Bridge Development Report will be prepared for 27th Street Bridge over the CR 951 Canal Bridge Hydraulic Report will be prepared for 27th Street Bridge over the CR 951 Canal A Bridge No. will be required from FDOT Bridge Plans will be submitted as part of the 60%, 90%, 100% and Bid Plan Milestones Task 7 - Bridge Plans (3) - Pedestrian Bridge (Truss) at Golden Gate Pkwy Consultant will prepare necessary Plans, Details, Calculation Quantities and Cost Estimates for the proposed Pedestrian Bridge over the CR 951 Canal at Golden Gate Parkway. It is assumed the "structure" will be a Truss Structure similar to the existing Pedestrian Bridge Constructed on Collier Boulevard (As part of Collier II) just south of Forest Glen. Structure will be located on the north side of Golden Gate Pkwy Intersection. Retaining Walls will be required due to proximity to Collier Boulevard, 39th Street existing utilities and required geometry. Coordination with SFWMD — BCB will be required to obtain concurrence/approval of Bridge Length, Width, Profile, Clearance, Abutment Treatments and Canal modifications. It is assumed a separate Meeting(s), up to 2, will be required. Bridge Typical Section will consist of 1 8-foot Clear Width Structure. Bridge will provide access from proposed pathway on east side of CR 951 Canal, across the canal to align with cross walk along the north side of the Golden Gate Pkwy Intersection. Bridge will be constructed on a Skew due to vertical clearance and geometry requirements/limitations Bridge Plans will be submitted as part of the 60%, 90%, 100% and Bid Plan Milestones Task 8 - Utility Design - 30 Inch/36 Inch Non -Potable Water (PCCP) - City of Naples Consultant will prepare necessary Plans, Details, Calculation Quantities and Cost Estimates for the proposed redesign of the existing 30 Inch/36 Inch Non -Potable Water Main over the CR 951 Canal PAGE 8 OF 15 Go0 110 at Golden Gate Parkway. A limited relocation along 39t" St SW will also be required. Proximity of existing County 36 Water Main shall be considered during relocation design. Based upon the type of existing pipe (PCCP), Specific details will be needed for connections and restraints Specifications related to PCCP Pipe will be required Quantities and Opinion of Probable Cost Estimates It is assumed the crossing will be an Aerial Crossing FDEP Permit will be required Coordination with SFWMD — BCB will be required to obtain concurrence/approval of Utility Bridge Length, Width, Profile, Clearance, Abutment Treatments and Canal modifications. It is assumed a separate Meeting(s), up to 2, will be required. Note: Due to vertical clearance requirements and limited geometry — a Variance from SFWMD- BCB will likely be required for minimum vertical clearance. Note: Due to importance of existing watermain — Close coordination with City of Naples will be required to adhere to strict operational/connection limitations. Utility Relocation Plans will be submitted as part of the 60%, 90%, 100% and Bid Plan Milestones Task 9 — SFWMD ROW Permitting (6 Permits) Consultant will prepare necessary Permit Applications including applicable Plans and Details to obtain six (6) ROW Permits for County facilities withing SFWMD Canal ROW/Easement. Separate Permits will be required for: I . Collier Boulevard- Main Golden Gate Canal Bridge 2 27t" Ave SW — CR 951 Canal Bridge 3. Golden Gate Pkwy Pedestrian Bridge 4. 30 Inch/36 Inch Non -Potable Water Main Aerial Crossing of CR 951 Canal 5. Stormwater Outfalls into CR 951 Canal 6. Stormwater Outfalls into Main Golden Gate Canal Coordination with SFWMD — BCB will be required to obtain concurrence/approval of facilities withing Canal(s) It is assumed a separate Meeting(s), up to 2, will be required. Task 10 - Permitting - SFWMD (ERP) - FDEP (State 404) Construction of the Collier Boulevard III — Phase II Project requires approval from Permitting Agencies. PAGE 9 OF 15 110 Previously a South Florida Water Management District (SFWMD) Permit and a U.S. Army Corps of Engineers (ACOE) Permit were obtained The SFWMD Permit (Permit 11-105951-P) will need to me modified to address Project changes being proposed as part of the Final Alignment of Collier Boulevard 6-Lane Widening Project. Note: The current SFWMD ERP Permit 11-105951-P expiration date was extended (on October 15, 2021) and now expires October 9, 2023. The original Army Corp. of Engineers Permit (ACOE — SAJ-2007-04904), was obtained but has an expiration date of 8/19/2020. A request for Permit Extension was prepared prior to expiration and submitted State Assumption became effective as of December 22, 2020. Therefore, the U.S. Army Corps of Engineers (Corps) transferred the pending Collier Boulevard III — Phase II Permit Extension Request to the Florida Department of Environmental Protection (FDEP) for processing. However, attempts to extend the Permit duration were not successful. A new FDEP State 404 Permit will need to be obtained due to the impacts to Other Surface Waters (No Wetland Impacts) It is anticipated that a Public Notice will be required for this Project due to the project changes and construction commencement changes Consultant will be responsible for preparing an ERP Permit Modification. At that time, a FDEP State 404 Permit application (Parts) will also be prepared. The CONSULTANT will prepare and submit a Permit Modification Application to the South Florida Water Management District (SFWMD) staff requesting a five-year time extension to the expiration date. This task includes preparing and submitting responses to two SFWMD requests for additional information, if required. Additional Services will include the following: Consultant will perform environmental surveys, coordinate with County, SFWMD, FDEP and USFWS staff, and prepare necessary modifications to Permit, Submit Permit, Respond to RAI's. Note: Services do not include Permit Fees. Permit Fees will be the responsibility of Collier County. Task 11 - Bus Stop 276 - Site/Civil, Signal (Relocate to across from 20th) Consultant will prepare necessary Plans, Details, Calculation Quantities and Cost Estimates for the proposed redesign of Bus Stop 276 (Northbound) from proximity of 17th Ave SW to across from 20t" PL SW. As part of the planned improvements: PAGE 10 OF 15 10" 11© A Signal Warrant will be prepared. A Signalized Intersection will be designed as part of the Bus Stop Improvements Improvements to 201h PL SW will be prepared to accommodate the proposed roadway typical section to include a eastbound right turn lane and separate left turn lane. Roadway design along Collier Boulevard and 20th PL SW including Drainage, Lighting and Signing and Marking will be prepared to accommodate improvements A Bus Pullout along Collier Boulevard as well as associated Bus Stop amenities such as Bus Pads (2), Shelters (2), Bike Racks (2) and Trash Bins (2) will be designed. A Retaining wall system will be required along the east side of the Bus Stop facilities due to their proximity in relation to the existing CR 951 Canal. Quantities and Opinion of Probable Cost Estimates will be prepared Coordination with PUED staff will be required. Coordination with SFWMD — BCB will be required to obtain concurrence/approval of Bus Stops within the ROW/Easement. It is assumed a separate Meeting(s), up to 2, will be required. Bus Stop Improvements and associated plans will be submitted as part of the 60%, 90%, 100% and Bid Plan Milestones Task 12 - 39th ST. SW at Green Turn Lanes - NB LT Consultant will prepare necessary Plans, Details, Calculation Quantities and Cost Estimates for the proposed improvements to the intersection to provide a separate northbound left turn lane along 39th St. SW. As part of the planned improvements: Roadway Plans will be prepared showing the intended improvements and required realignment transitions Drainage Plans and Details will be prepared Signing and Marking Plans will be prepared Coordination with Utility Agencies will be required Sketch and Descriptions will be prepared for required ROW/Easements Improvements and associated plans will be submitted as part of the 60%, 90%, 100% and Bid Plan Milestones Task 13 - 39th ST. SW at 27th Ave SW - NB LT, SB RT Consultant will prepare necessary Plans, Details, Calculation Quantities and Cost Estimates for the proposed improvements to the intersection to provide a separate northbound left turn lane along 39th St. SW and a separate southbound right turn lane. PAGE 11 OF 15 G�,O 110 As part of the planned improvements: Roadway Plans will be prepared showing the intended improvements and required realignment transitions Drainage Plans and Details will be prepared Signing and Marking Plans will be prepared Coordination with Utility Agencies will be required Sketch and Descriptions will be prepared for required ROW/Easements Improvements and associated plans will be submitted as part of the 60%, 90%, 100% and Bid Plan Milestones Task 14 - Post Design Services Consultant will provide Post Design Services to include: Bidding Assistance Services During Construction Services shall include Pre -Bid Conference The ENGINEER shall attend the pre -bid conference to receive written questions regarding interpretation and clarification of Contract Documents. Respond to Bidders Written Questions - Addenda Respond to bidders written questions regarding interpretation and clarification of Contract Documents. The ENGINEER will prepare appropriate addenda in accordance with COUNTY policy and procedures, to be approved by the County Project Manager, and reviewed and issued by the County Purchasing Management Division. Review Bids The ENGINEER shall review submitted bid documents to ensure all quantities and costs are consistent with the Engineers Opinion of Probable Cost. Any significant deviation shall be documented and justified. Construction Phase Services It shall be the responsibility of the Engineer to provide services as requested by the County to help the County administer the construction contract in the manner so as to assure that the project is constructed in reasonable conformity with the plans, specifications, and contract provisions. PAGE 12 OF 15 011 110 Periodic On -site Inspection The Engineer shall provide services to periodically (at the request of the County) monitor the contractor's on -site construction operations and to randomly inspect materials entering into the work as required to assure that the quality of workmanship and materials is such that the project will be completed in reasonable conformity with the plans, specifications, and other contract provisions. The Engineer will not perform daily inspections nor monitor off -site activities and fabrication. The Engineer shall, in general, perform the periodic inspection services in accordance with the County's standard procedures and practices. It is assumed that the County (or County's representative) will perform daily inspections of the Contractor's work. Management Engineering Services The Engineer 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 Engineer shall provide interpretations of the plans, specifications and contract provisions; to make recommendations to the County to resolve disputes which arise in relation to the construction contract; and to perform periodic surveillance of the contractor's activities. Services include the following: 1. Attend the pre -construction conference with the low bidder. 2. Assist the County with interpretation of the plans, specifications, and contract provisions, the Engineer shall consult with the County when an interpretation involves complex issues or may impact the cost and duration of performing the work. 3. 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. 4. 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. 5. The Engineer shall request, 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 Engineer 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 PAGE 13 OF 15 ILV 110 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. 6. The Engineer shall attend with the 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. 7. Upon completion of construction and upon preparing the record drawings from as - built drawings provided by the contractor, the Engineer shall prepare the required certification of completion letters to SFWMD, Florida Department of Environmental Protection (FDEP), and other permitting agencies as required. The Engineer shall conduct the necessary site visits to assess the general progress of the work, to address any design related questions that may arise during construction and to verify the project is being constructed in accordance with the plans and specifications. SUBCONSULTANTS EA — Survey: Additional Survey Services to obtain missing topography and update outdated topography obtained during original design E.2 - Subsurface Utility Engineering (SUE): Consultant will obtain SUE information for Utility Tie-in locations and at certain boring locations to assist with identifying and avoiding existing underground utilities E.3 — Environmental Surveys: Consultant will perform necessary data collection and field surveys for Permitting process. It is assumed a field and acoustical Survey will be required for Florida Bonneted Bat. EA — Geotechnical Survey: Consultant will perform necessary geotechnical surveys required for Pedestrian Bridge Crossing, Signal Poles, Aerial Utility Crossing. PAGE 14 OF 15 �O PART 3: PROJECT SCHEDULE: Modification to Project Schedule — See Schedule C PART 4: EXCLUSIONS: The following tasks are not included in the Scope of Work for this AMENDMENT: 1) Services other than those specifically listed above. 2) Services requiring more effort than that listed in the Fee Schedule. 3) Public Meeting Advertisement, Mailing and Rental Fees (County to Pay Directly) 4) Permitting Services other than those mentioned above 5) Permit Fees (To be Paid by County) PART 5: COMPENSATION: Compensation — See Schedule B PAGE 15 OF 15 Ito 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 Preparation of 60% Plans $423,972.00 $ 2 Preparation of 90% Plans $ 330,070.00 $ 3 Preparation of 100% Plans $ 241,430.00 $ 4 Preparation of Bid Plans $ 50,474.00 $ 5 Bridge Plans (1) - Main Golden Gate Canal $190,296.00 $ 6 Bridge Plans (2) - CR 951 Canal At 27th $ 76,944.00 $ 7 Bridge Plans (3) - Pedestrian Bridge (Truss) at Golden Gate Pkwy $ 64,232.00 $ 8 Utility Design - 30 Inch/36 Inch Non -Portable Water (PCCP) - City of Naples $ 68,110.00 $ 9 ROW Permitting (6 Permits) $ 33,250.00 $ 10 Permitting - SFWMD (ERP) - FDEP (State 404) $48,074.00 $ 11 Bus Stop 276 - Site/Civil, Signal (Relocate to across from 20th) $129,774.00 $ 12 39th St. SW at Green Turn Lanes - NB LT $41,646.00 $ 13 39th St. SW at 27th Turn Lanes - NB LT, SB LT, SB RT $45,900.00 $ 14 Post Design Services $129,180.00 $ E.1, E.2, E.3, EA (Surveys & SUE) $116,500.00 $ Zia $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Total Lump Sum Fee $ 1,989,852.00 ' Total Time and Materials Fee $ $1,989,852.00 GRAND TOTAL FEE 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. tv 110 B.2.3. ❑■ * 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 1aches" 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 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: 110 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] REMAINDER OF PAGE INTENTIONALLY LEFT BLANK 110 SCHEDULE B — ATTACHMENT 1 CONSULTANT'S HOURLY RATE SCHEDULE Title I Hourly Rate Principal $ 238.00 Pro'ect Manager $ 165.00 Senior Engineer 175.00 Engineer $ 136.00 Senior Designer $ 128.00 Designer $ 109.00 Senior Technician $ 102.00 Clerical/Administrative $ 73.00 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 Projects, the above hourly rates are for purposes of providing estimate(s), as required by the grantor agency. ��o SCHEDULE C 11a PROJECT MILESTONE SCHEDULE Number of Calendar Days Task/Item For Completion of Task Description from Date of Notice to Proceed Task 1-13 1 Design 100% Plans 1 540 1 Task 14 1 Post Design Services 1 1635 SCHEDULEF 110 KEY PERSONNEL Name Personnel Category Percentage of Time Bill Gramer Principal 5% Joe Martin Project Manager 10% Alex Meitlin Senior Engineer 10% Brett Rakita Senior Engineer 15% Eric Bridges Senior Engineer 15% Ricky Ly Engineer 5% Kevin Heldorfer Engineer 15% Nick DeCiccio Engineer 5% Felicia Kirby Senior Designer 5% Nathan Lunsford Senior Designer 5% Nathan Kindle Designer 2% Sonal Dodia Senior Technician 6% Vanessa Davis Clerical/Administrative 2%