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#06-4000 Amendment #1 (CH2M Hill) AMENDMENT#1 TO AGREEMENT#06-4000 BETWEEN COLLIER COUNTY AND CH2M HILL FOR "Professional Design and Related Services for the Vanderbilt Beach Road Extension from Collier Boulevard to Desoto Boulevard," Project#60168" THIS AMENDMENT, made and entered into on this 1 day of pxnQQ. 2017, by and between CH2M Hill Inc., authorized to do business in the State of Florida, whose business address is 5804 Pelican Bay Boulevard, Suite 505,Naples, Florida 34108 (the "Consultant") and Board of County Commissioners for Collier County, Florida, a political subdivision of the State of Florida, (the "County"): WHEREAS, on December 12, 2006, (Agenda Item#10A)the County entered an Agreement with Consultant for design services related to the Vanderbilt Beach Road Extension Project, consisting of Project 1 — Collier Boulevard (CR951) to Wilson Boulevard and Project 2 — Wilson Boulevard to DeSoto Boulevard; WHEREAS, on April 11, 2012 the Parties approved Change Order 1 to allow an extension of time of 90 days; WHEREAS, on May 9, 2012 the Parties approved Change Order 2 to allow additional time to Task II(60%design plans submittal for Project 1,Collier County to Wilson Blvd.)and Task VII(60% Design Plans Submittal—Project 2 Wilson to Desoto Blvd.)to close out and finalize the project. WHEREAS,the Parties agree services were rendered through 60% design plans for Projects 1 and 2. WHEREAS, on April 25, 2017, (Agenda Item #10D) the Board approved Staff's recommendation to advertise a Notice of Intent to resume Vanderbilt Beach Road Extension Project,and amend the Professional Service Agreement#06-4000; WHEREAS,the parties desire to amend the Professional Service Agreement#06-4000 to add additional services and scope to update the already delivered plans at 60%stage and to modify the project limits by combining Project 1 and the portion of Project 2 from Wilson Boulevard to 16th Street NE; WHEREAS, all other terms and conditions of the Agreement shall remain the same. NOW, THEREFORE, in consideration of the mutual promises and covenants herein, the parties agree as follows: Page 1 of 3 1. The Project is to be known as Vanderbilt Beach Road Extension from Collier Boulevard (CR 951)to 16th Street N.E. 2. The additional services shall be provided in accordance with the attached Schedule Al-1 Scope of Services for the Vanderbilt Beach Road Extension from Collier County Boulevard(CR 951) 16th Street N.E.,which is hereby incorporated into the Agreement. 3. The fees for additional services outlined in Schedule Al-1 shall be in accordance with Schedule B1-1, attached hereto and incorporated into the Agreement. 4. Schedule C1-1 Project Milestone Schedule, is attached hereto and incorporated into the Agreement. 5. Schedule F1-1 Key Personnel, Subconsultants and Subcontractors is attached hereto and incorporated into the Agreement. 6. Section 1.5 is hereby amended to replace the qualified licensed professional, John W. Mogge,Jr., PhD, RA, with Neil Postlethwait,P.E.. 7. Section 16.1 is hereby amended to replace the Owner's address of record as: Board of County Commissioners Collier County, Florida c/o Transportation Engineering Division 2885 South Horseshoe Drive Naples, Florida 34104 Telephone: 239-252-5828 Attn: Andrew Miller, PE, Senior Project Manager Section 16.2 is hereby amended to replace the Consultant's address of record as CH2M Hill, Inc. 5801 Pelican Bay Boulevard, Suite 505 Naples, Florida 34108 Telephone: 239-431-9222 Fax: 239-596-2579 Attn: Bill Gramer,P.E.,AICP **Remainder of this page left blank intentionally** * * * * * Page 2 of 3 -� I IN WITNESS WHEREOF, the parties hereto, have each, respectively, by an authorized person or agent, have executed this Agreement on the date and year first written above. BOARD OF COUNTY COMMISSIONERS ATTEST: COLLIER Ay Y, FLORIDA Dwigh . Brock,Cie of Courts ce // Q-r-2--A.. . ` Penny Taylor,airman C. Dated: i- (SEAI AtteSt as.to Chairman's signature only. CH2M Hill Inc. Contractor By: V Ve 'i�t Witness Signature sji.Le.,„e s W.us-ii!),‘ 1`6€(- {-k, Fo s-t.L.E- tkwA:k r . 0?esLx-Rot15 MANAGal lTypetpr' t witness namel lType/print signature and titleT ti;°-- Second Witness a ,i ///ober lType/print witness nameD prove. as t,', -.arm d Legality: ,. IN, qr, I. 4...41.,L Asbrstant County Attorney k.- c-ar a e—re--.“ L_ Print Name 51 Page 3 013 SCHEDULE Al-1 SCOPE OF SERVICES TO AMENDMENT#1 ENGINEERING AND PERMITTING SERVICES FOR CAPACITY IMPROVEMENTS FOR VANDERBILT BEACH ROAD EXTENSION FROM COLLIER BOULEVARD (CR 951) TO 16th Street N.E. All previous references to "Project 1" and "Project 2" as described in the original Scope of Services for Contract#06-4000 are removed for this scope. The"Project"will now consist of a single project and a single set of construction plan documents.All Plans will be based on the current design standards at the time of this Contract. • Permitting Plans (60%) and Permits will be prepared showing a "Project" whose Project Limits begin at Collier Boulevard and end at 16th Street NE as a 6-Lane Facility to the School / Park properties, and either a 6-Lane or 4-Lane facility to 16th Street NE, depending on traffic analysis results. • Construction Plans (30% Conceptual, 60%, 90%, 100%, Bid Plans) will be prepared showing a "Project" whose Project Limits begin at Collier Boulevard and end at 16th Street NE with a lane configuration that will be determined as part of the traffic analysis. The Fees for the required services listed below will replace in entirety, any and all fees remaining in Contract 06-4000. This Schedule Al-1 forms an integral part of the agreement between Collier County(hereinafter referred to as the COUNTY) and CH2M HILL (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows: Vanderbilt Beach Road Extension from Collier Boulevard (CR 951) to 16th Street N.E., a distance of approximately 7.0 miles. The project will be designed as one (1)project for design,bidding and construction services: This Scope of Services addresses the permitting,preparation of construction plans and specifications for the Vanderbilt Beach Road Extension improvements. 1 PURPOSE The purpose of this Schedule Al-1 is to describe the scope of work and the responsibilities of the CONSULTANT and the COUNTY in connection with the design and preparation of complete construction contract plans and special provisions for the Project. The primary work efforts include: • Roadway improvements to the transportation facility described above. • Bridge/Structural improvements associated with the above described roadway improvements as identified herein. • Drainage Analysis and Design and Environmental Permitting in support of the roadway improvements. Schedule Al-1 Amendment#1 to Agreement#06-4000 • Signing and Marking, Signalization and Lighting improvements associated with the roadway improvements. The general objective is for the CONSULTANT to prepare a set of plans to be used by Collier County to bid and construct the project. Elements of work shall include roadways, structures, intersection improvements, geotechnical investigation, surveys, drainage, signing and pavement markings, signalization, lighting, utility plans (identify all existing utilities, no new utility designs are included, relocations will be limited to perpendicular crossing impacts. Exception: Well RO-4 Waste Line-150 LF), right-of-way maps and legal descriptions, maintenance of traffic (basic phasing), cost estimates, environmental permits, quantity computation books, (4) public meetings and all necessary incidental items as listed and estimated in this scope of work. The Scope of Services establishes which items of work described in the Florida Department of Transportation(FDOT)Plans Preparation Manual, Collier County Land Development Code and other pertinent manuals to accomplish the work are specifically included in this contract, and also which of the items of work will be the responsibility of the CONSULTANT or the COUNTY. 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 life of the project a contract file documenting project progress and any changes. The COUNTY will provide contract administration,management services,and cursory technical reviews of all work associated with the plans development and documentation. The COUNTY will provide job specific information and correspondence as well as plans and details of other site development improvements as outlined in this Amendment. 2 PROJECT DESCRIPTION The CONSULTANT shall investigate the existing conditions and status of any projects in the corridor area and become familiar with concepts and commitments(typical sections, alignments, etc.) developed from previous Collier County design projects. The CONSULTANT shall incorporate the following into the design of this facility: 2.1 Roadway:Plan Type:Plan\Profile—1"=60' full plan views, 1"=60' Horiz, 1"=6'Vert full profile views. Permit Plans Typical Sections: Design will provide for a six-lane urban roadway. Refer to typical section discussion below. Project Typical Sections: Design will reflect the findings of the Traffic Modeling and Evaluation as well as Project Construction Phasing. It is anticipated that the Project will be Phased. Limits: Project— Vanderbilt Beach Road from Collier Boulevard (CR 951) to 16th Street N.E. (approximately 7.00 miles). 2 Schedule Al-1 Amendment#1 to Agreement#06-4000 Permit Plans: The improvements will reflect a six-lane divided urban improvement within 200 feet of right-of-way. Construction Plans: The improvements will reflect the findings of the Traffic Modeling and Evaluation as well as Project Construction Phasing. It is anticipated that the Project will be Phased. Included in the Project is the improvement of the Massey Street, 27th,23rd,21st, 19th, and 17th Street NW Intersections for a maximum distance of 500 feet from Vanderbilt Beach Road Extension and the Wilson Boulevard intersections for a maximum distance of 1400 feet (700 feet North and 700 feet South) from Vanderbilt Beach Road Extension. Included in this section is the improvement of 8th and 16th Street NE (1000 ft each—500 feet north and 500 feet south from Vanderbilt Beach Road Extension),Any required improvements to 8th Street N.E.will be coordinated with the FDOT's current Design-Build Project which is currently making improvements to 8th Street N.E.Note: Roundabouts should be considered for the 8th Street N.E. and 16th Street N.E. Intersections. These intersections will be modified to tie Vanderbilt Beach Road Extension into the existing streets. The ultimate VBR/Wilson Boulevard Intersection will be designed as a 6-lane(VBR)by 4-lane(Wilson)intersection. The proposed future intersection of VBR and 13th Street NW and 15th Street NW will be considered in the Conceptual Design (6-lane by 3-lane, pair direction to be provided by COUNTY) but will not be included in the Final Plans. The proposed future bridges at 13th Street NW and 15th Street NW will not be included in the Final Plans. The demolition of the existing 13th Street NW over Cypress Canal Bridge will not be included as part of the VBR Plans. This current connection will not be maintained. The detailed project limits for Survey and Design are shown in Table 1. The majority of Survey Data shown below has been previously obtained and is supplemented as part of Amendment No. 1. TABLE 1 Street Name Project Comment Length (LF) VBR 36,960 Survey shall Begin 150' west of Webber and end 150' east of 16th Street N.E. Webber 100 Return connections Sta 452+00 100 Return connections Sta 464+00 100 Return connections Massey Rd 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. Douglas St 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. 27th St NW 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. 25th St NW 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. 23rd St NW 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. 3 Schedule Al-1 Amendment#1 to Agreement#06-4000 21St St NW 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. 19th St NW 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. 17th St NW 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. 15th St NW 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. 13th St NW 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. 11th St NW 500 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR. Wilson Blvd 1400 Survey for Wilson Blvd, Everglades Blvd and Desoto Blvd shall begin 700 feet south of the centerline of ROW for VBR and end 700 feet north. Design Limits—700 feet N/S of Intersection 8th St NE 1000 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR(each side of the centerline). 8th Street N.E. Improvements will be coordinated with the FDOT Project currently under Design-Build Contract. 16th St NE 1000 Secondary roads shall be surveyed to a minimum distance of 500 feet from the intersection with VBR(each side of the centerline) Intersections: Minor improvements to the above-mentioned intersections are included within this scope of services. Intersection delay studies, capacity analyses and modeling are not included in this scope of services, except as described in Amendment 1. Traffic Control Plans: Typical Sections, Detail Sheets and Basic Conceptual Phasing Plan Sheets are included in this scope of services. Final Design or improvements to: • Massey Street from Vanderbilt Beach Road to Tree Farm Road — a distance of approximately 1.0 mile, may be added to this Scope of Services as Additional Services at the discretion of the COUNTY. • 13th Street from Vanderbilt Beach Road to Golden Gate Boulevard—a distance of approximately 1.0 mile,along with a new bridge over the Cypress Canal at 13th Street may be added to this Scope of Services as Additional Services at the discretion of the COUNTY. • 15th Street from Vanderbilt Beach Road to Golden Gate Boulevard—a distance of approximately 1.0 mile,may be added to this Scope of Services as Additional Services at the discretion of the COUNTY. • 16th Street from 12th Ave NE to south of the Golden Gate Canal— a distance of approximately 0.75 mile,may be added to this Scope of Services as Additional Services at the discretion of the COUNTY. 4 Schedule Al-1 Amendment#1 to Agreement#06-4000 • Limits of improvements on Wilson Boulevard and 16th Street N.E. may be increased and added to this Scope of Services as Additional Services at the discretion of the COUNTY. • The Design of New County Utilities(Potable Water,Raw Water-Fresh,Raw Water-Brackish, Sewer, IQ, Waste) along the Project Corridor may be added to this Scope of Services as Additional Services at the discretion of the COUNTY. 2.2 Drainage The stormwater system will be designed to meet the permitting requirements of all applicable permitting agencies. Stormwater system design will consider best management practices, open and closed systems, ditches, ponds, etc. or a combination thereof, within and outside the existing right of way. The design of 13 off-site ponds appear to be the most practical treatment method for the Project and are part of this Scope of Services. Modifications to ponds to accommodate newly adopted Collier County allowable discharge rates is included in this task. Preparation of Bridge Hydraulics Reports for the proposed bridges (to be designed)over controlled flow canals is included in this scope. 2.3 Utility Coordination The CONSULTANT will identify and accurately depict all existing utilities (public and private) within the project limits based on Record information provided by the COUNTY and local utility agency owners (UAO). Survey tasks will locate above ground utilities and facilities such as manholes, valve boxes, etc. A limited amount($17,500) of Physical underground locates(Pot-holing) of existing utilities is included as a service in this scope of work. If it is determined that those services need to be expanded, they will be considered Additional Services. Coordinate with all existing utility owners (public and private) on this Project. Identify needs to relocate,modify and/or leave in place. Design or modifications/relocations of Collier County utilities (except as noted in Section 1 — Purpose), such as water, sanitary sewer, reclaimed water, etc. is not anticipated or included in this scope of services and will be considered Additional Services. Other local agency utility relocation/modification is not included in this Scope of Services and will be considered Additional Services. CONSULTANT will coordinate the need for additional COUNTY facilities during the design process. Design of new County facilities is not included in this Scope of Services and will be considered Additional Services. CONSULTANT shall be made aware of anticipated additional COUNTY facilities to be incorporated into the plans within 30 days of the 30% Conceptual Plans Submittal. Revision of design documents after this time to accommodate any new facilities will be considered as Additional Services. 2.4 Permits The CONSULTANT will: 5 Schedule Al-1 Amendment#1 to Agreement#06-4000 • Identify all needed permits. • Obtain COUNTY approval on decisions regarding, or modifications to,permits. • Obtain COUNTY review prior to submittal of applications and designs to the permitting agency. • The CONSULTANT will be responsible for ensuring that environmental assessments for wetland systems,wildlife and habitat surveys(available data and field reviews),and historical/archaeological surveys are performed. • Phase II Surveys (Environmental) and Specific Species (T&E) Surveys will be considered Additional Services. • Extraordinary environmental efforts including, but not limite�to, contamination testing,wildlife tracking/telemetry studies and coordination of significant historic/archaeological resources will be considered Additional Services. • Apply for and coordinate for approval all necessary permits including,but not limited to: Environmental Resource Permit from the South Florida Water Management District; Army Corps of Engineers; BCB ROW Peiiuit. A COUNTY representative will be present(invited to) at all meetings with regulatory agencies. The Consultants shall further provide the tasks outlined in the Scope of Services Tasks Summary,No. 1 and 2 at the end of this Amendment. 2.5 Structures The CONSULTANT will analyze and design structures as follows: Shall be assumed that only conventional FDOT bridge type structures,more specifically pile supported, cast-in-place Flat Slab, FIB, or AASHTO beam bridges will be evaluated as part of the Bridge Development Report (BDR). CONSPAN will be considered but is not anticipated to be utilized. Project: Collier Boulevard to 16th Street N.E. Bridges: This section of the project consists of 5 new bridge structures (as defined in the Scope of Services Tasks Summary), as described below. Canal relocations (including BCB Permitting) to reduce the span length for Bridge 1 and Bridge 2 is anticipated and included in this scope of services. Note: It is anticipated that the Bridges will be designed to be constructed in Phases (1/2 at a time) Walls: Soundwalls: Anticipated at Intersection of VBR and Massey Street, approximately 1000 ft long. Maximum Height= 9 ft. If warranted, the wall will be required to be constructed on owner ROW. The 6 Schedule Al-1 Amendment#1 to Agreement#06-4000 ROW and TCE will be provided by the property owner at no additional cost to the County. Note: If project is Phased, wall will not be designed nor constructed as part of Phase I Plans. Retaining Walls: Retaining Wall Design for a maximum of 2,500 LF has been included in this Scope of Services. Box Culverts: None anticipated Pedestrian Underpass—None anticipated Miscellaneous Other Structures Signal: Standard Mast Arms=4 total for Wilson Blvd. (Intersections with 8th Street N.E. and 16th Street N.E. are anticipated to be "Roundabouts" Any additional Signal Design will be considered Additional Services. Sign Structures: None. The design of new box culverts, box culvert extensions, miscellaneous foundations, special lighting foundations, and retaining walls is not included in this Scope of Services. Table 2 Section Name Approx Width Description B-1 6 Lane— 119 ft Over Cypress Canal—Sta 496+00 (approx) B-2 6 Lane— 119 ft Over Cypress Canal—Sta 594+00 (approx) B-3 6 Lane— 119 ft Over Curry Canal B-4 6 Lane— 119 ft Over Corkscrew Canal B-5 6 Lane— 119 ft Over Orange Tree Canal 2.6 Signing and Pavement Markings The CONSULTANT will analyze and design signing and pavement markings. Signing and pavement markings shall be determined during the design process. 2.7 Signals This Scope of Services includes the following signalized intersections: Vanderbilt Beach Road at Collier Boulevard(CR 951)—Modify existing signal Vanderbilt Beach Road at Wilson Boulevard—New signal Note: If Project is Phased, Span Wire as opposed to Mast Arms maybe considered.CONSULTANT will request direction (in writing) from Traffic Operations prior to beginning design. Signal Warrants and Signal Designs(in addition to those mentioned above)will be considered Additional Services. 7 Schedule Al-1 Amendment#1 to Agreement#06-4000 2.8 Lighting The CONSULTANT will design lighting ONLY for the Intersections along Vanderbilt Beach Road (Estimated 2 to 4 Lights per Intersections dependent on Phasing). Lighting design will NOT be prepared for the side streets. at Wilson Boulevard, Everglades Boulevard, and DeSoto Boulevard. The Engineer will prepare one lighting report based on the chosen roadway footprint. 2.9 Landscape Architecture (Not Applicable to this project) 2.10 Survey Survey data obtained during the initial Project Design shall be supplemented to provide sufficient data for Final Design Plans. (Sub-Consultant RWA) 2.11 Photogrammetry See Subconsultant RWA, Inc. Scope of Services 2.12 Mapping ROW Maps will be prepared to assist Collier County with ROW Acquisition. Sketch and Descriptions will be Prepared for required ROW and TCE parcels. (Sub Consultant RWA). Collier County will provide Title Searches for the impacted parcels. 2.1.3 Geotechnical Geotechnical data obtained during the initial Project Design shall be supplemented to provide sufficient data for Final Design Plans. (Sub-Consultant Ardaman&Associates, Inc.) 2.14 Architecture (Not applicable to this project) 2.15 Archaeological Survey The CONSULTANT will provide the COUNTY with the results of the previous Archeological Survey and include the recommendations in the project design and permitting.No new surveys are anticipated. If new surveys are required they will be considered Additional Services. 2.16 Noise Analysis The CONSULTANT will perform a noise analysis and prepare a noise analysis report -Noise Study (Sub-Consultant ESA). 2.17 Joint Project Agreements (Not applicable to this project) 2.18 Specifications Package The CONSULTANT shall prepare, sign and seal the project specifications package. COUNTY will provide the CONSULTANT with the latest Collier County specification package and the CONSULTANT will prepare the bid tabulations and Exhibit I, Supplemental Terms and Conditions. Revisions to Division 1 of the Collier County specifications package will be considered Additional Services. 8 Schedule Al-1 Amendment#1 to Agreement#06-4000 2.19 Project Schedule The CONSULTANT shall provide a detailed project activity/event schedule for COUNTY and CONSULTANT activities required to meet the completion date for design. The schedule shall indicate, at a minimum, submission dates for 30%, 60%, 90%and100%, and all other required submittals. The schedule shall allow 14 calendar days for the COUNTY's review of the plans. Periodically, throughout the life of the project, the schedule shall be reviewed and,with the approval of the COUNTY, adjusted as necessary to incorporate changes in the work concept and progress to date. 2.20 Submittals The CONSULTANT shall furnish plans and documents as required by the COUNTY to adequately control, coordinate, and construct the plans. The plans shall be consistent with FDOT PPM (With exception of Phase I — Concepts ONLY). The CONSULTANT shall provide the COUNTY sets of 11" x 17" design plans as well as electronic versions (PDF's) for distribution, as follows: Phase 1: 30% 4 sets Phase 2: 60% 4 sets Phase 3: 90% 4 sets Phase 4: 100% 4 sets The CONSULTANT shall furnish a copy-ready set of plans and specifications to the COUNTY at 100% completion. The size of the final plans shall be 11"x 17". All electronic (digital) files of final plans and specifications will be submitted to the COUNTY on a compact disk (CD) or other media approved by the COUNTY. Drawings files shall be provided in an Adobe Acrobat(.pdf) format. 2.21 Provisions for Work All maps, plans and designs are to be prepared with English values in accordance with all applicable current Collier County and FDOT manuals, memorandums, and guidelines. 2.22 Services to be performed by the COUNTY When appropriate the COUNTY will provide those services and materials as set forth below: Regarding Environmental Permitting Services: a) Provide general philosophies and guidelines of the COUNTY to be used in the fulfillment of the contract; b) Provide the appropriate signatures on application forms; c)All required Permit Fees 9 Schedule Al-1 Amendment#1 to Agreement#06-4000 Provide the appropriate letters of authorization designating the CONSULTANT as an agent of the COUNTY. The COUNTY will provide design traffic for the corridor to be used by the CONSULTANT for alternatives analysis, signalization and queue length determinations. Provide plan reviews during the various stages of development within schedule. All future information that may come to the COUNTY during the term of the CONSULTANT'S Agreement and which in the opinion of the COUNTY is necessary to the prosecution of the work. This includes all submitted new PUD's and DRI's. Project data currently on file. All available information in the possession of the COUNTY pertaining to utility companies whose facilities may be affected by the proposed construction. All future information that may come to the COUNTY pertaining to subdivision plans so that the CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right- of-way. Existing right-of-way maps. Title Searches. Property values for parcels designated by the CONSULTANT for potential acquisition. 3 PROJECT GENERAL TASKS Project General Tasks are applicable to the project as a whole and are described in Sections 3.1 through 3.6 of this Scope of Services. Project Common Tasks These tasks are applicable to most activities of the project included in this Scope of Work as identified in Sections 4 through 25. Project Research: The CONSULTANT shall perform research of existing PUD and 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. The CONSULTANT shall coordinate the alignment within the CC School Board's and Parks & Recreation's parcels according to the Scope of Services Tasks Summary, No. 4. at the end of this Amendment No. 1. Cost Estimates: The CONSULTANT shall be responsible for producing a construction cost estimate (at 30%) and reviewing and updating the cost estimate at project milestones—60%, 90%, and 100%. 10 Schedule Al-1 Amendment#1 to Agreement#06-4000 Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the latest (at the time of execution of Contract) Collier County or 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 absolutely necessary to control project specific requirements. The first nine sections of the standard specifications, recurring special provisions and supplemental specifications shall not be modified without written approval of the COUNTY. 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 and specific requirements, method of measurement and basis of payment. These provisions shall be submitted on 8-1/2"x11" sheets and shall not have holes punched or be bound in any way that would create a problem for high volume reproduction. Field Reviews: Includes all trips required to obtain necessary data for all elements of the project. Technical Meetings: Includes meetings with the COUNTY;between disciplines and subconsultants,such as access management meetings, pavement design meetings, local governments, progress review meetings (phase review); and miscellaneous meetings. Quality Assurance/Quality Control: It is the intention of the COUNTY that design CONSULTANT'S are held responsible for their work,including plans review.The purpose of CONSULTANT plan reviews is to verify that the CONSULTANT's plans follow the plan preparation procedures outlined in the FDOT Plans Preparation Manual; that State and Federal design criteria are followed consistent with the COUNTY concepts; and that the CONSULTANT submittals are complete. 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. The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other services through all stages of design and project construction. Post-Design services such as responding to Requests for Information (RFI's) from the COUNTY or the project's construction contractor regarding plan or specification deficiencies, ambiguities or conflicts; shop drawing reviews,etc. shall be resolved to the satisfaction of the COUNTY. Independent Peer Review: The COUNTY will provide for an independent Peer Review by another consultant. The CONSULTANT shall allow 4 weeks from the date of the 90% plans submittal for the Independent Peer Review. Supervision: Includes all efforts required to supervise all technical design activities. Coordination: Includes all efforts to coordinate with all disciplines of the project to produce a final set of construction documents. 11 Schedule Al-1 Amendment#1 to Agreement#06-4000 3.1 Public Involvement The Consultant shall further provide the tasks outlined in the Scope of Services Tasks Summary No. 10 at the end of this Amendment No. 1. 3.2 Joint Project Agreements (Not applicable to this project) 3.3 Specifications Package Preparation The CONSULTANT shall prepare the bid tabulations and Exhibit I and provide a complete specifications package, including applicable Technical Special Provisions, for all items and areas of work. The CONSULTANT will provide the necessary workbook and electronic files, in latest (At the time of execution of the Amendment) Microsoft Word format, for proper completion of the specifications preparation task. The actual work effort may entail utilization of the supplied electronic files and inclusion of new files issued as mandatory special provisions or supplemental specifications. The specification package shall be based on the latest (At the time of execution of the Amendment) edition of FDOT's Standard Specifications for Road and Bridge Construction as modified by the COUNTY specification requirements. The specification package may include Special Provisions or Supplemental Specifications as directed by the COUNTY. The COUNTY will provide the completed front-end contract document sections. The FDOT Standard Specifications, Special Provision or Supplemental Specifications may not be modified unless absolutely necessary to control project specific requirements. Proposed modifications to these listed documents shall be coordinated with the COUNTY prior to inclusion in the final project specifications package. Proposed Technical Special Provisions will be submitted to the COUNTY for initial review at the time of the 90%plan review submission. This submittal does not require signing and sealing. Submittal shall include an electronic version (Microsoft Word) of the specifications package. All comments will be returned to the CONSULTANT for correction and resolution. The Final submittal shall be signed,dated and sealed in accordance with applicable Florida Statutes. The submittal materials shall consist of the same as those submitted for the initial review by the COUNTY. 3.4 Contract Maintenance Includes project management effort for complete setup and maintenance of files, developing monthly progress reports, monthly invoices, schedule updates, work effort to develop and execute subconsultant agreements, etc. 3.5 Value Engineering(Multi-disciplined Team) Review (Not Applicable to this project) 3.6 Prime Project Manager Meetings Includes Prime CONSULTANT Project Manager staff hours for phase review, progress review, all technical meetings, and other coordination activities, including any travel time. Meetings required for each Activity are included in the meetings section for that specific Activity. Meetings will be held as necessary. 12 Schedule Al-1 Amendment#1 to Agreement#06-4000 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 an approved Typical Section Package prior to the 30%plans submittal date. The package will be provided for COUNTY review and approval. 4.2 Pavement Design Package The CONSULTANT will prepare a Pavement Design Report. The CONSULTANT shall provide a Pavement Design Package prior to the 60%plans submittal date for COUNTY review and approval. 4.3 Access Management The CONSULTANT shall incorporate access management standards for the project in coordination with COUNTY staff. The CONSULTANT shall review adopted access management standards and the existing access conditions (signalized intersection spacing, median opening spacing, and connection spacing). Driveways that will be closed,relocated, or substantially altered shall be shown on plan sheets and submitted with supporting documentation for review with the 30% Conceptual Plans submittal. The COUNTY shall provide access management classification information to be used by the CONSULTANT immediately following Notice to Proceed. Access Management will adhere to Collier County Resolution No. 13-257, Access Class 2 wherever possible but will adhere to Access Class 3 as a minimum requirement. Any changes to Access Management(specific to new streets and median openings) after approval of the Phase I (30%) Conceptual Plans will be considered Additional Services. 4.4 Horizontal/Vertical Master Design Files The CONSULTANT shall design the geometries 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, pedestrian and bicycle concerns,ADA requirements, elder road user policy, access management, PD&E study documents and scope of work. It is anticipated that the geometry will remain as shown in the previous 60%Plans Submittal with the exception of the Park/School Area(1.0 Mile+/-). The Consultant shall further provide the tasks outlined in the Scope of Services Tasks Summary No. 4 at the end of this Amendment No. 1. 4.5 Cross Section Design Files The CONSULTANT shall establish and develop cross section design files in accordance with the FDOT CADD manual. The drawing scale shall be 1"=20' Horizontal and 1"=10' Vertical. 4.6 Traffic Control Analysis The CONSULTANT shall design a Traffic Control Plan to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings, and detours. Special consideration shall be given to the construction of the drainage system when developing the 13 Schedule Al-1 Amendment#1 to Agreement#06-4000 construction phases. Positive drainage must be maintained at all times. This will be the responsibility of the Contractor and will be noted in the Specifications. The CONSULTANT shall investigate the need for temporary traffic signals, temporary lighting, and alternate detour roads. The Traffic Control Plan shall be prepared by a certified designer who has completed training as required by the FDOT. Prior to proceeding with the Traffic Control Plan, the CONSULTANT shall meet with the appropriate COUNTY personnel. The purpose of this meeting is to provide information to the CONSULTANT that will better coordinate the Preliminary and Final Traffic Control Plan efforts. The plans will be detailed sufficient enough for the Contractor to bid the project and maintain traffic during construction. 4.7 Master TCP Design Files The CONSULTANT shall prepare Basic Conceptual Traffic Control Plans to be utilized as a planning tool by the Contractor for maintaining traffic during construction. The Contractor will be responsible for providing a full Traffic Control Plan per FDOT Standards, Signed and Sealed by a Florida Professional Engineer 30 Days prior to Construction which reflects their preferred methods and means of construction. 4.8 Design Variations and Exceptions. Not anticipated. 4.9 Design Report The CONSULTANT shall prepare all applicable report(s) as listed in the Project Description section of this scope. The CONSULTANT shall submit 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"x11" sheets, fully titled, numbered, dated, indexed and signed by the designer and the checker. Computer output forms and other oversized sheets shall be folded to 8'/2"x 11" size. The data shall be in a hardback folder for submittal to the COUNTY for review. 4.10 Computation Book and Quantities The CONSULTANT shall prepare the Computation Book and various summary of quantities sheets. This includes all efforts required to develop the Computation Book and the supporting documentation, including conceptual opinion construction days when required. 4.11 Cost Estimate The CONSULTANT shall prepare the Engineer's Estimate of Probable Cost and provide with the 30% submittal. The Engineer's Estimate of Probable Construction Cost shall be adjusted at each subsequent submittal and be maintained(updated at the 60%, 90%, andl00%Milestones)until final submittal. 4.12 Technical Special Provisions None are anticipated with the project. If it is determined that a Technical Special Provision is required, 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. 14 Schedule Al-1 Amendment#1 to Agreement#06-4000 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 standard specifications, recurring special provisions and supplemental specifications shall not be modified without written approval of the Collier County. The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements, method of measurement and basis of payment. These provisions shall be.submitted on 8-1/2"x11" sheets and shall not have holes punched or be bound in any way that would create a problem for high volume reproduction. 4.13 Field Reviews Includes all trips required to obtain necessary data for all elements of the roadway analysis. 4.14 Technical Meetings Includes meetings with the COUNTY, Collier County and/or Agency staff, between disciplines and subconsultants, such as access management meetings, pavement design meetings, progress review meetings(phase review),and miscellaneous meetings necessary for all elements of the roadway analysis. A total of 18 meetings have been included for these efforts. 4.15 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 4.16 Independent Peer Review (Not Applicable to this project) 4.17 Supervision Includes all efforts required to supervise all technical design activities. 4.18 Coordination The CONSULTANT will coordinate with appropriate parties regarding elements of the roadway design. 5 ROADWAY PLANS The CONSULTANT shall prepare Roadway, Drainage, Traffic Control, Utility Adjustment Sheets (limited locations), 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 unless noted as not applicable to this project. 5.1 Key Sheet 5.2 Summary of Pay Items Including Quantity Input(Not applicable to this project) 5.3 Drainage Map 5.4 Interchange Drainage Map (Not applicable to this project) 5.5 Typical Section Sheets 5.6 General Notes/Pay Item Notes 5.7 Summary of Quantities (Not applicable to this project) 15 Schedule Al-1 Amendment#1 to Agreement#06-4000 5.8 Box Culvert Data Sheet(Not applicable to this project) 5.9 Bridge Hydraulics Recommendation Sheets 5.10 Summary of Drainage Structures 5.11 Optional Pipe/Culvert Material (Not applicable to this project) 5.12 Project Layout 5.13 Plan/Profile Sheet 5.14 Profile Sheet (Not applicable to this project) 5.15 Plan Sheet(Not applicable to this project) 5.16 Special Profile (Not applicable to this project) 5.17 Back of Sidewalk Profile Sheet(Not applicable to this project) 5.18 Interchange Layout Sheet(Not applicable to this project) 5.19 Ramp Terminal Details (Plan View) (Not applicable to this project) 5.20 Intersection Layout Details 5.21 Miscellaneous Detail Sheets 5.22 Drainage Structure Sheet 5.23 Miscellaneous Drainage Detail Sheets 5.24 Lateral Ditch Plan/Profile (included in the Plan/Profile sheets) 5.25 Lateral Ditch Cross Sections (included in the Cross Sections) 5.26 Retention/Detention Ponds Detail Sheet 5.27 Retention Pond Cross Sections 5.28 Cross Section Pattern Sheet(Not applicable to this project) 5.29 Roadway Soil Survey Sheet 5.30 Cross Sections 5.31 Traffic Control Plan Sheets 5.32 Traffic Control Cross Section Sheets 5.33 Traffic Control Detail Sheets 5.34 Utility Adjustment Sheets (Limited locations for Project 1, Not applicable on Project 2 (Exception: Intersections of Wilson, Everglades, Desoto) 5.35 Selective Clearing and Grubbing (Not applicable to this project) 5.36 Erosion Control Plan 5.37 SWPPP 5.38 Project Control Network Sheet 5.39 Interim Standards (Not applicable to this project) 5.40 Utility Verification Sheet(SUE Data) (Information shown on other sheets) 5.41 Quality Assurance/Quality Control 5.42 Supervision 6 DRAINAGE ANALYSIS The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable manuals, guidelines, standards, handbooks,procedures, and current design memorandums. The CONSULTANT shall be responsible for designing a drainage and stormwater management system. All design work shall comply with the requirements of the appropriate regulatory agencies and the FDOT's Drainage Manual. Once the drainage system is accepted and approved by the COUNTY and the 16 Schedule Al-1 Amendment#1 to Agreement#06-4000 ERP Permit is submitted to the SFWMD, 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 COUNTY and/or County staff. All activities and submittals should be coordinated through the COUNTY and coordinated with the County's Project Manager. The work will include the engineering analyses for any or all of the following: 6.1 Determine Base Clearance Water Elevation Analyze,determine, and document high water elevations which will be used to set roadway profile grade. Determine surface water elevations at cross drains, floodplains, outfalls and adjacent stormwater ponds. Determine groundwater elevations at intervals between the above-mentioned surface waters. 6.2 Pond Siting Analysis and Report Evaluate pond sites using a preliminary hydrologic analysis. Document the recommendations, results and coordination for all of the project's pond site analyses. Evaluation will be prepared for 2 pond site alternatives per pond and per stormwater basin. The analysis will be presented in the form of a Technical Memorandum and the Drainage Manual provides specific documentation requirements. Joint Use Ponds will be considered for the Park/School Sites subject to project schedule. The CONSULTANT shall incorporate all changes to drainage design and pond site modifications previously defined for ROW modifications. 6.3 Design of Cross Drains Analyze the hydraulic design 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. 6.4 Design of Roadway Ditches Evaluate the existing conditions for all existing ditches. Ditches to convey off-site flow through the project will be provided to mimic(not improve or change) existing conditions. 6.5 Design of Outfalls Analyze and document the design of ditch or piped outfalls. (Pond outlet structure included in task 6.6) 6.6 Design of Stormwater Management Facility(Offsite Pond) Design stonnwater management facilities to meet requirements for stormwater quality treatment and attenuation. Develop proposed pond layout (shape, contours, slopes, etc.),perform routing calculations, and design the outlet control structure. 6.7 Design of Stormwater Management Facility(Roadside Ditch as Linear Pond) (Not applicable to this project) 6.8 Design of Flood Plain Compensation Area Determine flood plain encroachments, coordinate with regulatory agencies, and develop proposed compensation area layout (shape, contours, slopes, etc.). Document the design following requirements of the regulatory agency. (Not applicable to this project) 17 Schedule Al-1 Amendment#1 to Agreement#06-4000 6.9 Design of Storm Drains Develop a "working drainage map", 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. Design of storm drains is to include ultimate conditions of the roadway as defined in by the Typical Sections. 6.10 Optional Culvert Material (Not applicable to this project) 6.11 French Drain Design (Not applicable to this project) 6.12 Drainage Wells (Not applicable to this project) 6.13 Drainage Design Documentation Report Compile drainage design documentation into report format. Include documentation for all the drainage design tasks and associated meetings and decisions, except the Pond Siting Analysis Report and Bridge Hydraulics Report. 6.14 Bridge Hydraulic Report Calculate hydrology, hydraulics, scour, and deck drainage. Prepare report and the information for the Bridge Hydraulics Recommendation Sheet for 5 bridges. Effort included for structures identified in Section 2.5. 6.15 Cost Estimate The CONSULTANT shall prepare the Engineer's Estimate of Probable Cost and provide with first submittal. The Engineer's Estimate of Probable Construction Cost shall be adjusted at each submittal to be maintained until final submittal. 6.16 Technical Special Provisions None are anticipated with the project. If it is determined that a Technical Special Provision is required, 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 absolutely necessary to control project specific requirements. The first nine sections of the 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. These provisions shall be submitted on 8-1/2"x11" sheets and shall not have holes punched or be bound in any way that would create a problem for high volume reproduction. 6.17 Field Reviews Includes all trips required to obtain necessary data for all elements of the drainage analysis. 6.18 Technical Meetings Includes meetings with the COUNTY, Collier County and/or Agency staff, between disciplines and subconsultants, such as Pond Siting Review,pre-application submittal, drainage design review,progress 18 Schedule Al-1 Amendment#1 to Agreement#06-4000 review meetings (phase review), and miscellaneous meetings necessary for all elements of the drainage analysis. Meetings will be held as necessary. 6.19 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. 6.20 Independent Peer Review (Not applicable to this project) 6.21 Supervision Includes all efforts required to supervise all technical design activities. 6.22 Coordination The CONSULTANT will coordinate with appropriate parties regarding elements of the drainage design. 7 UTILITIES The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules, and plans from the Utility Agency Owners (UAO) ensuring no conflicts exist between utility facilities and the COUNTY's construction project. CONSULTANT will coordinate with all existing utilities within the proposed corridor. It is assumed at this time that there are no new County(Potable Water,Raw Water -Fresh,Raw Water-Brackish, Sewer,Waste,IQ)utilities proposed in this corridor.The CONSULTANT will coordinate with Collier County Utilities (PUED) to identify any potential new utilities. Any new utility design, relocation of existing utilities (except as noted in Section 1 —Purpose) or DEP Permitting will be considered Additional Services. 7.1 Kickoff Meeting Prior to any contact with the UAO(s),the CONSULTANT shall meet with the COUNTY Public Utilities to receive guidance, as may be required, to assure that all necessary coordination will be accomplished in accordance with Collier County procedures. CONSULTANT shall bring a copy of the design project work schedule reflecting utility activities. 7.2 Identify Existing UAO(s) Identify all utilities in the corridor; check with FDOT Maintenance for Permits, Sunshine State One Call, Design Location Survey, and Existing Plans. 7.3 Make Utility Contacts First Contact: Send letters and two sets of plans to each utility(Phase I Plans). Includes contact by phone for meeting coordination. Request type, size, location, easements, cost for compensable relocation, and justification for any utility exceptions. Include the meeting schedule (if applicable) and the design schedule. Include typical meeting agenda. Second Contact: At a minimum of 4 weeks prior to the meeting, the CONSULTANT shall transmit two complete sets of Phase II Plans to each UAO having facilities located within the project limits, and one set to the Collier County Public Utilities. 19 Schedule Al-1 Amendment#1 to Agreement#06-4000 Third Contact: At a minimum of 2 weeks prior to the Phase IV - Final Plans submittal, the CONSULTANT shall transmit one set of plans to each UAO having facilities located within the project limits and one set to the COUNTY Public Utilities. Final Utility Relocation Schedules will be coordinated at this time. 7.4 Exception Coordination(Not applicable to this project) 7.5 Preliminary Utility Meeting The CONSULTANT shall schedule (time and place), notify participants, and conduct a preliminary utility meeting with all affected UAO(s) for the purpose of presenting the project, review the current design schedule, evaluate the utility information collected, provide follow-up information on compensable interest requests, 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, as necessary, with UAO separately throughout the project design duration to provide guidance in the interpretation of plans, review changes to the plans and schedules, optional clearing and grubbing work, and assist in the development of the UAO(s) plans and work schedules. The CONSULTANT is responsible for coordinating with the UAO to complete and return the necessary documents after each Utility Contact or Meeting. It is anticipated that a maximum of one field meeting will be required with this effort. 7.7 Collect and Review Plans and Data from UAO(s) Make Determinations (Compensable Interest, Easements, Coordinate, Analyze). Verify information (utility type,material and size)is sent to the designer for inclusion in the plans. Coordinate programming of funds with PUED. 7.8 Subordination of Easements Coordination The CONSULTANT shall research and determine if any easements exist in the corridor. Subordination of the easement shall be coordinated thru COUNTY staff as part of the Right-of-Way acquisition process. 7.9 Utility Design Meeting At a minimum of 3 weeks prior to the meeting, the CONSULTANT shall transmit two complete sets of 60%plans to each UAO having facilities located within the project limits, and one set to the COUNTY Public Utilities Office. 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 drainage, traffic signalization, maintenance of traffic (construction phasing), review the current design schedule and letting date, evaluate the utility information collected, provide follow-up information on compensable interest requests, discuss the utility work by highway contractor option with each utility, 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 maintenance of traffic with each UAO. The intent of this meeting shall be to identify and resolve conflicts between utilities and 20 Schedule Al-1 Amendment#1 to Agreement#06-4000 proposed construction prior to completion of the plans, including utility adjustment details. Also recommend resolution between known utility conflicts with proposed construction plans as practical. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. 7.10 Review Utility Markups and Work Schedules and Processing of Schedules and Agreements Review utility marked up plans individually as they are received for content and coordinate review with the designer. Send color markups and schedules to the appropriate COUNTY office(s) for review and comment if required by the COUNTY. 7.11 Utility Coordination/Follow up This includes follow-up,interpreting plans,and assisting with coordinating the completion of the UAO(s) work schedule and agreements. Includes phone calls,face-to-face meetings,etc.,to coordinate and verify the UAO(s) complete and return the required documents in accordance with the project schedule. Verify the resolution of all known conflicts. This task can be applied to all phases of the project. 7.12 Utility Constructability Review Review utility schedules against construction contract time, and phasing for compatibility. Coordinate with COUNTY construction office. 7.13 Additional Utility Services (Not applicable to this project) 7.14 Processing Utility Work by Highway Contractor(UWHC) (Not applicable to this project) 7.15 Contract Plans to UAO(s) This includes transmittal of the contract plans as processed for letting. Transmittals to UAO(s) are by certified mail, return receipt requested. 7.16 Certification/Close-Out(Not applicable for this project) 8 ENVIRONMENTAL PERMITS The CONSULTANT shall notify the COUNTY Project Manager, Environmental Permit Coordinator and/or other appropriate personnel in advance of all scheduled meetings with the regulatory agencies to allow a representative to attend. The CONSULTANT shall copy all applicable staff on all permit related correspondence and meetings. The permitting effort will include impacts to South Florida Water Management District(SFWMD)and U.S. Army Corps of Engineers(Corps)jurisdictional wetlands. An additional effort will be required for coordinating a Biological Opinion from U.S. Fish and Wildlife Service. 8.1 Wetland Delineation Jurisdictional wetland boundaries within the project area will be determined in accordance with the routine methodology described in the U.S. Army Corps of Engineers' (USACE's) "1987 Corps of Engineers Wetlands Delineation Manual" (Environmental Laboratory, 1987), Including Regional Supplements) and the state methodology as authorized by Subsection 373.421, Florida Statutes. The boundaries of jurisdictional wetlands within the alignment right-of-way and within retention pond sites will be documented on aerials in the field by experienced wetland scientists. The documentation of project wetlands will extend approximately 50 feet outside the alignment right-of-way and boundaries 21 Schedule Al-1 Amendment#1 to Agreement#06-4000 of pond sites. Field determinations of jurisdictional wetland boundaries will be conducted based on the dominance of hydrophytic vegetation, the presence of hydric soils, and evidence of hydrology. It is anticipated a total of 25,000 linear feet of wetlands (maximum)will be flagged if required by Permitting Agencies. USACE wetland data sheets will be completed for each wetland. Data that will be collected on project wetlands will include type, size, quality, vegetation, hydrology, soils, existing impacts, and surrounding land use. The data will be used to assess mitigation requirements and prepare the Environmental Resource Permit(ERP)application. Post field wetland mapping and wetland evaluations and impact analyses will be conducted following the field investigation. 8.2 Threatened&Endangered(T&E) Species Surveys Applicable T&E species surveys will be conducted for the project alignment and pond sites. A Florida Natural Areas Inventory (FNAI) database search will be conducted to determine if any T&E species sightings have been documented within or in the vicinity of the project area. Other desktop analyses will include accessing the bald eagle and wood stork colony databases and evaluating the habitat types with the project area. The project will also be coordinated with the U.S. Fish & Wildlife Service (USFWS) and Florida Fish &Wildlife Conservation Commission(FFWCC). Based on the findings of the desktop analyses and the regulatory agency coordination,the species for which surveys need to be conducted will be determined. Based on preliminary analyses, the species-specific surveys are expected to include the red-cockaded woodpecker(RCW),fox squirrel,gopher tortoise,Florida Bonneted Bat and wading birds. Specific surveys for T&E plant species will be conducted if necessary. The RCW survey will be conducted out to '/2 mile from the alignment and pond sites in all accessible areas containing pine trees having diameters at breast height (DBH) of six inches or greater unless the areas are densely covered with bald cypress and/or melaleuca. Standard RCW survey methods utilizing transect walks and binocular searches for cavity trees will be utilized.The gopher tortoise and fox squirrel surveys will be conducted out to 50 feet from the proposed road right-of-way and boundaries of the pond sites. The wading bird surveys will involve seeking evidence of wading bird utilization throughout the project area. Post field mapping and T&E species evaluations and impact analyses will be conducted following the field investigation. 8.3 Florida Panther Biological Opinion USFWS will issue a Biological Opinion for potential effects of the project on the Florida panther. To streamline the issuance of the Biological Opinion, CH2M HILL will assist USFWS in preparing the Biological Opinion. The primary components of this task include agency coordination,land use mapping and area estimations, and preparation of the Biological Opinion document. Preparation of the Biological Opinion document will include evaluations of project impacts on panther habitat, accessing and presenting pertinent GIS data and mapping, accessing regional federal and non-federal permit data, evaluating potential cumulative impacts, and determining mitigation requirements for panther habitat impacts. If USFWS seeks to issue a Biological Opinion for any other species, those required tasks will be considered Additional Services. 8.4 Meetings The following meetings will be held to manage the environmental aspects of the project: Pre-application meeting, meeting with the South Florida Water Management District (SFWMD), meeting with USACOE,meeting with USFWS, and meeting with FFWCC. 22 Schedule Al-1 Amendment#1 to Agreement#06-4000 9.5 Incorporate Report of Core Borings 9.6 Existing Bridge Plans (Not applicable to this project) 9.7 Computation Book and Quantities 9.8 Cost Estimate 9.9 Technical Special Provisions 9.10 Field Reviews 9.11 Technical Meetings. No meetings are included for these efforts at this time. 9.12 Quality Assurance/Quality Control 9.13 Independent Peer Review The CONSULTANT shall provide constructability reviews by in-house staff familiar with construction procedures and practices. Additional Geotechnical data reviews shall be performed by in-house staff. Any concerns raised during the reviews shall be noted and/or incorporated into the plans. 9.14 Supervision 9.15 Coordination The CONSULTANT will coordinate with appropriate parties regarding all elements of the structures design. 10 STRUCTURES -BRIDGE DEVELOPMENT REPORT The CONSULTANT shall prepare a Bridge Development Report (BDR). The BDR shall be submitted as part of the 30% Roadway Submittal, General Requirements. The CONSULTANT will evaluate conventional FDOT type bridges, more specifically pile supported cast-in-place Flat Slab or AASHTO beam bridges for all locations as described in Section 2.5. Any other structure types (exception: CONSPAN) will be considered part of additional services and the required effort will have to be negotiated separately. General Requirements 10.1 Bridge Geometry 10.2 Ship Impact Data Collection (Not applicable for this project) 10.3 Ship Impact Criteria(Not applicable for this project) Superstructure Alternatives 10.4 Short Span Concrete The CONSULTANT shall assume Cast-in-place Flat Slab bridges for development of alternatives. 10.5 Medium-Span Concrete The CONSULTANT shall assume AASHTO beam bridges for development of alternatives. 10.6 Long Span Concrete (Not applicable for this project) 10.7 Structural Steel (Not applicable for this project) Foundation and Substructure Alternatives 10.8 Pier/Bent Type (Bents Only) 10.9 Shallow Foundation (Not applicable for this project) 10.10 Deep Foundations (Prestressed Concrete Piles Only) Movable Span 24 Schedule Al-1 Amendment#1 to Agreement#06-4000 10.11-10.23 (Not applicable to this project) Other BDM Issues 10.24 Aesthetics (Assumed conventional design) 10.25 TCP/Staged Construction Requirements (N/A) 10.26 Constructability Requirements 10.27 Abutment Slope/Wall Evaluation(N/A) 10.28 Quantity and Cost Estimates 10.29 Quantity and Cost Estimates-Movable Span (Not applicable to this project) 10.30 Wall Type Justification(N/A) Report Preparation 10.31 Exhibits 10.32 Exhibits-Movable Span(Not applicable to this project) 10.33 Report Preparation 10.34 Report Preparation-Movable Span(Not applicable to this project) 10.35 BDR Submittal Package (N/A) 10.36-10.48 (Not applicable to this project) 11 STRUCTURES-TEMPORARY BRIDGE (Not applicable to this project) 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 (Not applicable for this project) 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 End 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 25 Schedule Al-1 Amendment#1 to Agreement#06-4000 12.18 Finish Grade Elevations Cast-in-place Slab Bridges 12.19 Bridge Deck Design 12.20 Superstructure Plan 12.21 Superstructure Section and Details Prestressed Slab Unit Bridges 12.22-12.26 (Not applicable to this project) Reinforcing Bar Lists 12.27 Reinforcing Bar List Load Rating 12.28 Load Ratings (Not Included as part of the scope) 13 STRUCTURES-MEDIUM SPAN CONCRETE BRIDGE (Tasks 13.1 - 13.53 are not applicable for this project) 14 STRUCTURES-STRUCTURAL STEEL BRIDGE (Tasks 14.1 - 14.61 are not applicable for this project) 15 STRUCTURES-SEGMENTAL CONCRETE BRIDGE (Tasks 15.1 - 15.78 are not applicable for this project) 16 STRUCTURES-MOVEABLE SPAN (Tasks 16.1 - 16.102 are not applicable for this project) 17 STRUCTURES-RETAINING WALL (Tasks 17.1 - 17.21 are not applicable for this project) 18 STRUCTURES-MISCELLANEOUS The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5. Concrete Box Culverts. 18.1-18.2 (Not applicable for this project) Strain Poles 18.3-18.4 Strain Poles may be utilized for Wilson Blvd depending on Project Phasing. COUNTY to provide direction. 18.5 Mast Arms Overhead/Cantilever Sign Structure 18.6-18.10 (Not applicable for this project) 18.11 High Mast Light Foundations (Not applicable for this project) Sound Barrier Walls (Ground Mount) The CONSULTANT will provide appropriate FDOT designs for the sound walls identified in Section 2.5. 18.12 Horizontal Wall Geometry 18.13 Vertical Wall Geometry 18.14 Semi-Standard Drawings 18.15 Control Drawings 18.16 Design for Wall Height Covered by Standards 18.17 Design for Wall Height not Covered by Standards (Not applicable for this project) 26 Schedule Al-1 Amendment#1 to Agreement#06-4000 18.18 Aesthetic Details (Not applicable for this project) Special Structures 18.19 Wildlife Crossing (Not applicable for this project) 18.20 Other Structures (Not applicable for this project) 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 available traffic data, approved typical section package, available traffic technical memorandum(s) and proposed geometric design alignment to identify proposed sign placements and roadway markings. The CONSULTANT will perform queue analyses using available traffic data. 19.2 No Passing Zone Study (Not applicable for this project) 19.3 Reference and Master Design File The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all associated reference files. 19.4 Multi-Post Sign Support Calculations The CONSULTANT shall determine the appropriate column size from the FDOT 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 (Not applicable for this project) 19.7 Quantities Includes all work required to determine the quantities of each plan sheet. 19.8 Computation Book The CONSULTANT shall prepare the Computation Book. This includes all efforts required to develop the Computation Book and the supporting documentation. 19.9 Cost Estimates The CONSULTANT shall prepare the Engineer's Estimate of Probable Cost and provide with the 30% submittal. The Engineer's Estimate of Probable Cost shall be adjusted at each submittal to be maintained until final submittal. All estimates of probable construction cost used for the project will be developed using the appropriate estimate class for completion of the design and consistent with Industry Standards, Association for the Advancement of Cost Engineering adjusted for local site conditions. 27 Schedule Al-1 Amendment#1 to Agreement#06-4000 19.10 Technical Special Provisions None are anticipated with the project. If it is determined that a Technical Special Provision is required, 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 absolutely necessary to control project specific requirements. The first nine sections of the 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. These provisions shall be submitted on 8-1/2"x11" sheets and shall not have holes punched or be bound in any way that would create a problem for high volume reproduction. 19.11 Field Reviews Includes all trips required to obtain necessary data for all elements of the signing and pavement marking analysis. 19.12 Technical Meetings Includes meetings with the COUNTY and/or Agency staff,between disciplines and subconsultants, such as access management meetings, pavement design meetings,progress review meetings (phase review), and miscellaneous meetings necessary for all elements of the signing and pavement marking analysis. Two meetings are anticipated for these efforts. 19.13 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. 19.14 Independent Peer Review (Not applicable for this project) 19.15 Supervision Includes all efforts required to supervise all technical design activities. 19.16 Coordination Includes all efforts to coordinate elements of the Signing and Pavement Marking analysis of the project to produce a final set of construction documents. 20 SIGNING AND PAVEMENT MARKING PLANS The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with the Plans Preparation Manual that includes the following. 20.1 Key Sheet 20.2 Summary of Pay Items 28 Schedule Al-1 Amendment#1 to Agreement#06-4000 20.3 Tabulation of Quantities 20.4 General Notes/Pay Item Notes 20.5 Project Layout (Not applicable for this project) 20.6 Plan Sheet 20.7 Typical Details 20.8 Guide Sign Work Sheet(s) 20.9 Traffic Monitoring Site (Not applicable for this project) 20.10 Cross Sections (Not applicable for this project) 20.11 Special Service Po8int Details (Not applicable for this project) 20.12 Special Details (Not applicable for this project) 20.13 Interim Standards (Not applicable for this project) 20.14 Quality Assurance/Quality Control 20.15 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 memorandum(s). 21.1 Traffic Data Collection The CONSULTANT shall collect all available traffic data, including crash reports, 24 hr. machine counts, 8 hr. turning movement counts, 7 day machine counts, and speed & delay studies from the COUNTY for assistance in developing the signal plans. 21.2 Traffic Data Analysis The CONSULTANT shall determine signal operation plan and intersection geometry. 21.3 Signal Warrant Study The Engineer shall perform two (2) Signal Warrant Studies for the Intersections of VBR and 13`x' and VBR and 15`h for a potential future signal. 21.4 Systems Timings (Not applicable for this project) 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 There are no Signal Interconnect Plans anticipated for this project. 21.7 Overhead Street Name Sign Design The CONSULTANT shall design Signal Mounted Overhead Street Name signs. 21.8 Pole Elevation Analysis 29 Schedule Al-1 Amendment#1 to Agreement#06-4000 21.9 Traffic Signal Operation Report 21.10 Quantities Includes all work required to determine the quantities of each plan sheet. 21.11 Cost Estimate The CONSULTANT shall prepare the Engineer's Estimate of Probable Cost and provide with the 30% submittal. The Engineer's Estimate of Probable Cost shall be adjusted at each subsequent submittal be maintained until final submittal. All estimates of probable construction cost used for the project will be developed using the appropriate estimate class for completion of the design and consistent with Industry Standards, Association for the Advancement of Cost Engineering adjusted for local site conditions. 21.12 Technical Special Provisions None are anticipated with the project. If it is determined that a Technical Special Provision is required, 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 absolutely necessary to control project specific requirements. The first nine sections of the 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. These provisions shall be submitted on 8-1/2"x11" sheets and shall not have holes punched or be bound in any way that would create a problem for high volume reproduction. 21.13 Field Reviews The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. The review should include,but is not limited to, the following: Existing Signal and Pedestrian Phasing Controller Make, Model, Capabilities and Condition/Age Condition of Signal Structure(s) Type of Detection as Compared With Current District Standards Interconnect Media Controller Timing Data The effort for this field review shall be combined with the Signing and Marking field review to maximize efficiency and minimize staff time in the field. 21.14 Technical Meetings The CONSULTANT will attend meetings with the County and/or Agency staff,between disciplines and subconsultants, and miscellaneous meetings necessary for elements of the signalization analysis. Two meeting are included to address these efforts 30 Schedule Al-1 Amendment#1 to Agreement#06-4000 21.15 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. 21.16 Independent Peer Review (Not applicable for this project) 21.17 Supervision Includes all efforts required to supervise all technical design activities. 21.18 Coordination Includes all efforts to coordinate elements of the signalization analysis of the project to produce a final set of construction documents. 22 SIGNALIZATION PLANS The CONSULTANT shall prepare a set of Signalization Plans in accordance with the Plans Preparation Manual, which includes the following. 22.1 Key Sheet 22.2 Summary of Pay Items 22.3 Tabulation of Quantities 22.4 General Notes/Pay Item Notes 22.5 Plan Sheet 22.6 Interconnect Plans There are no Signal Interconnect Plans anticipated for this project. The addition of a Signal Interconnect System will be considered an Additional Service. 22.7 Traffic Monitoring Site (Not applicable for this project) 22.8 Guide Sign Worksheet (Not applicable for this project) 22.9 Special Details 22.10 Special Service Point Details 22.11 Mast Arm/Monotube Tabulation Sheet 22.12 Strain Pole Schedule (Not applicable for this project) 22.13 TCP Signal(Temporary) (Not applicable for this project) 22.14 Temporary Detection Sheet(Not applicable for this project) 22.15 Utility Conflict Sheet 22.16 Interim Standards 22.17 Quality Assurance/Quality Control 22.18 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. The extent of lighting for the project is outlined in Section 2.8. 23.1 Lighting Justification Report(Not applicable for this project) 31 Schedule Al-1 Amendment#1 to Agreement#06-4000 23.2 Lighting Design Analysis Report The CONSULTANT will prepare 1 report that encompasses both project sections. 23.3 Aeronautical Evaluation (Not applicable for this project) 23.4 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 an appropriate manner. Load analysis calculations shall be submitted for each branch circuit breaker and main breaker. 23.5 FDEP Coordination and Report(Not applicable for this project) 23.6 Reference and Master Design Files The CONSULTANT shall prepare the Lighting Design file to include all necessary design elements and all associated reference files. 23.7 Temporary Lighting (Not applicable for this project) 23.8 Design Documentation The CONSULTANT shall submit a Roadway Lighting Design Documentation Book with each lighting plans submittal under a separate cover and not part of the roadway documentation book. At a minimum, the design documentation book shall include: Lighting Calculations. Back up sheet for each bid item quantity total on each lighting plan sheet (Phase III and Phase IV submittals). Structural calculations for special conventional pole concrete foundations. Letter to the power company requesting service. Power company confirmation letter on the requested services (Phase III and Phase IV submittals). Voltage drop calculations (Phase III and Phase IV submittals). Load analysis calculations (Phase III and Phase IV submittals). 23.9 Quantities 23.10 Cost Estimate 23.11 Technical Special Provisions 23.12 Field Reviews The CONSULTANT shall collect information from the maintaining agencies and conduct a field review. The review should include but is not limited to the following: Existing Lighting Equipment Load Center, Capabilities and Condition/Age Condition of Lighting Structure(s) 32 Schedule Al-1 Amendment#1 to Agreement#06-4000 23.13 Technical Meetings The CONSULTANT will coordinate lighting designs with the COUNTY. Two meetings are anticipated for these efforts. 23.14 Quality Assurance/Quality Control 23.15 Independent Peer Review 23.16 Supervision 23.17 Coordination 24 LIGHTING PLANS The CONSULTANT shall prepare a set of Lighting Plans for the areas define in Section 2.8 in accordance with the Plans Preparation Manual,which includes the following: 24.1 Key Sheet 24.2 Summary of Pay Item Sheet 24.3 Tabulation of Quantities 24.4 General Notes/Pay Item Notes 24.5 Pole Data and Legend & Criteria 24.6 Service Point Details 24.7 Project Layout 24.8 Plan Sheet 24.9 Special Details 24.10 Temporary Lighting Data and Details(Not applicable for this project) 24.11 Traffic Control Plan Sheets (Not applicable for this project) 24.12 Interim Standards 24.13 Quality Assurance/Quality Control 24.14 Supervision 25 LANDSCAPE ARCHITECTURE ANALYSIS (Not applicable for this project) 26 LANDSCAPE ARCHITECTURE PLANS (Not applicable for this project) 27 SURVEY Tasks 27.1-27.35 (Not applicable for this project). Please see RWA, Inc. and Wilson Miller Scope of Services. CONSULTANT will provide Supplemental Survey as required for Final Design and update previous survey performed. 28 PHOTOGRAMMETRY Please see RWA, Inc. and Scope of Services. (Not applicable for this project) 33 Schedule Al-1 Amendment#1 to Agreement#06-4000 29 MAPPING CONSULTANT will update ROW Maps, provide Sketch and Descriptions for ROW Parcels and TCE Parcels. 30 GEOTECHNICAL Ardaman&Associates sub-CONSULTANT will provide Supplemental Geotechnical survey as required for Final Design and update previous geotechnical survey performed. 31 ARCHITECTURE DEVELOPMENT (Tasks 31.1 —31.155 are not applicable for this project.) 32 PROJECT REQUIREMENTS 32.1 Liaison Office The COUNTY and the CONSULTANT will designate a Project Manager who shall be the representative of their respective organizations for the Project. The final direction on all matters of this project remain with the COUNTY Project Manager. 32.2 Key Personnel The CONSULTANT's work shall be performed and directed by the key personnel identified at the beginning of the project. Any changes in the indicated personnel shall be subject to review and approval by COUNTY. 32.3 Progress Reporting The CONSULTANT shall meet with the COUNTY as required and shall provide a written progress and schedule status reports that describe the work performed. Progress and schedule status reports shall be delivered to the COUNTY concurrently with the monthly invoice. 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. 32.4 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. 32.5 Professional Endorsement The CONSULTANT shall have a Registered Professional Engineer in the State of Florida sign and seal all reports, documents, and plans as required. 32.6 Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. 32.7 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. 34 Schedule Al-1 Amendment#1 to Agreement#06-4000 32.8 Optional Services At the COUNTY's option, the CONSULTANT may be requested to provide services including but not limited to those shown in Section 2.2.1 of this Scope of Services. The fee for these services shall be negotiated in accordance with the terms detailed in Schedule B, Method of Compensation, for a fair, competitive and reasonable cost, considering the scope and complexity of the project(s). A supplemental agreement adding the additional services shall be executed in accordance with Article Two of the Agreement. The additional services may include Bridge Load Rating(s), or other Post Design Services including complete Construction Engineering and Inspection Services as required. 33 ADDITIONAL TERMS OPINIONS OF COST In providing opinions of cost, financial analyses, economic feasibility projections, and schedules for the PROJECT, CONSULTANT has no control over cost or price of labor and materials; unknown or latent conditions of existing equipment or structures that may affect operation or maintenance costs; competitive bidding procedures and market conditions; time or quality of performance by operating personnel or third parties; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, CONSULTANT makes no warranty that COUNTY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from CONSULTANT's opinions, analyses,projections, or estimates. PERSONNEL DURING CONSTRUCTION The presence or duties of CONSULTANT's personnel at a construction site, whether as onsite representatives or otherwise, do not make CONSULTANT or CONSULTANT's personnel in any way responsible for those duties that belong to COUNTY and/or the construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the construction Contract Documents and any health or safety precautions required by such construction work. CONSULTANT and CONSULTANT's personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions and have no duty for inspecting, noting, observing, correcting, or reporting on health or safety deficiencies of the construction contractor(s) or other entity or any other persons at the site except CONSULTANT's own personnel. The presence of CONSULTANT's personnel at a construction site is for the purpose of providing to COUNTY a greater degree of confidence that the completed construction work will conform generally to the construction documents and that the integrity of the design concept as reflected in the construction documents has been implemented and preserved by the construction contractor(s). CONSULTANT neither guarantees the performance of the construction contractor(s) nor assumes responsibility for construction contractor's failure to perform work in accordance with the construction documents. 35 Schedule Al-1 Amendment#1 to Agreement#06-4000 SUBSURFACE INVESTIGATIONS In soils,foundation,groundwater,and other subsurface investigations,the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of CONSULTANT. 34 INVOICING PERIOD OF SERVICE The period of Design services of this Scope of Services is to be twenty-four (24) months beginning on the effective date of the written authorization(NTP) established herein. Services During Construction is estimated to extend sixty months beginning on the effective date of the written authorization(NTP) established herein. The CONSULTANT shall submit timely monthly invoices for the term of the contract. SCOPE OF SERVICES TASKS SUMMARY: The Scope of Services outlined below is intended to include all work required by the CONSULTANT to provide to OWNER an initial design for the purposes of permitting the ultimate buildout/ footprint of the VBRX corridor, and a second design primarily based on the permit set, but being a fully developed set of construction documents suitable for bidding and construction. The construction documents may be a design which depicts a phased buildout of the ultimate footprint necessary to address near term capacity requirements while adhering to current funding restraints. Change Orders will only be considered for material (major) changes to project scope. Task 1.0—Permit Plans The CONSULTANT will be required to prepare and update a set of Permitting Plans (Approximate 60% Design) previously submitted to County to reflect new project limits, new design criteria, geometric modifications, access management revisions, drainage modifications, updated wetland boundaries and updated Right-of-Way. Services required include: - Modify Roadway Plans - Modify Drainage Plans - Modify Typical Sections - Modify Pond Details - Modify Drainage Details - Modify Cross Sections - Modify Drainage Report(s) - Calculations (Routings, etc.) 36 Schedule Al-1 Amendment#1 to Agreement#06-4000 Task 2.0—Environmental Permits The CONSULTANT will be required to prepare and update Environmental Permits previously submitted to County to reflect new project limits, geometric modifications,drainage/pond site modifications(updated to reflect ROW acquisition), updated wetland boundaries, updated threatened and endangered (T&E) species surveys and recent additions/revisions to permitting agency requirements. • Project Limits: Collier Boulevard to 16th Street NE. • Project Description: A 6-Lane Facility including bike lanes,pathway and sidewalk Permits will incorporate provisions for potential roundabout intersection configurations at the 8th Street and 16th Street Intersections. Note: Army Corp of Engineers Permit Process is now separate(as of Oct 1, 2017) from the SFWMD (ERP) Permit Process and will require a separate submittal. • Prepare South Florida Water Management District (SFWMD)Permit(ERP) • Prepare Army Corp of Engineers (ACOE) Permit Task 3.0 - Traffic Projections/Modeling/Report The CONSULTANT will be required to prepare and update the traffic projections and modeling to determine the required immediate and future lane configurations. The traffic projections will consider current and future growth potential within the project boundary area which will likely contribute traffic to the corridor. Results of study will be used to determine the validity of the current design with respect to the ultimate lane capacity requirements of the corridor and make recommendations for modifications where appropriate. The CONSULTANT will use model derived capacity data to recommend near term and long term project phasing/lane requirements. Additional modeling of connection scenarios to side streets from 27th Street NW to 13th Street NW is included in the Scope of Services as described below: • Traffic Modeling Effort to install 8 Roads into Model and split traffic for multiple scenarios (Direct Connect,No Connect, Frontage Roads (1-3) with Connections (1-3) o Crosses 4 Zones (Webber to Wilson) Break up the 7 impacted Zones into N/S Distributions o Evaluate traffic split scenarios o Consideration of Future Park/Schools included) o Consideration of Project Phasing • Attendance of Traffic Modeler(Jerry Graham/Traf-O-Data) at Public Meeting(s) -TWO • Concepts for Intersections, Frontage Road(s) (1-3), Connections (1-3) • Preliminary Evaluation of Impacts - ROW, Traffic Circulation, Stormwater, Environmental • Evaluate required Improvements to certain Side Streets (Typical Sections only) • Evaluate Required Ponds • Cost Estimates for multiple scenarios described above Task 4.0 - School/Park Property Coordination 4.1 - The CONSULTANT shall coordinate with Collier County School Board and Collier Parks and Recreation and their consultants to establish the final alignment of the project through the School/Park 37 Schedule Al-1 Amendment#1 to Agreement#06-4000 properties located immediately west of Curry Canal. This work shall include all time and effort required for meetings, drawings/renderings, cost estimates and any other items necessary to reach an agreement from the parties as to the final alignment of the project through the School/Park properties. This task includes preparation of parcel maps and legal descriptions adequate for the legal transfer of properties between the two entities. 4.2 - The CONSULTANT shall modify (if required) the current project plans (plans, profiles, storm drainage, ponds, cross sections, quantities etc.) to reflect the decisions made as part of Task 4.1. The CONSULTANT may utilize equalities at either end of the alignment change to minimize changes to the remaining 6 miles of roadway plans. Task 5.0- Cost Estimates for Budgeting and Phasing The CONSULTANT shall complete the plan revisions and updates resulting from Amendment Tasks 1 through 4 to a level sufficient to prepare project cost estimates. These estimates will be utilized for the purposes of budgeting and phasing of the desired lane configuration(s) and establishing final construction project limits. Task 6.0 - 30% Conceptual Plans/Exhibits The CONSULTANT shall prepare Conceptual Plans and Exhibits of a sufficient level to convey project intent to OWNER. These Conceptual Plans and Exhibits shall reflect the decisions made based on data evaluated as part of Tasks 1-5. Concepts shall show project limits, typical sections, geometry, lane configurations/widths, cross sections, intersection configurations and access management. These Plans and Exhibits will be utilized for preliminary construction cost estimates (See Task 5.0) and public involvement (See Task 11.0). The services include: • Project General Tasks • Roadway Plans (For use during Public Meeting) o Typical sections o Plan o Profile o Cross Sections • Conceptual Exhibits (Showing Pavement Markings) o Exhibit will reflect"Access Management" Task 7.0- 60% Plans The CONSULTANT shall prepare 60% Design Plans based on the comments received as part of the 30% Conceptual Plan review by the OWNER. Plan content shall be consistent with a FDOT Phase II Submittal. The services include: • Project General Tasks • Roadway Plans • Drainage Plans 38 Schedule Al-1 Amendment#1 to Agreement#06-4000 • Utility Adjustment Plans • Bridge Design Plans (Phased - Updated per new Standards) • Signing&Marking Plans • Signalization Plans • Lighting Plans (Intersections Only) • Traffic Control Plans • Survey, ROW Plans, Sketch and Descriptions • Geotechnical • Noise Analysis Task 8.0 - 90% Plans The CONSULTANT shall prepare 90% Design Plans based on the comments received as part of the 60% Plan review by the OWNER. Plan content shall be consistent with a FDOT Phase III Submittal. The services include: • Project General Tasks • Roadway Plans • Drainage Plans • Utility Adjustment Plans • Bridge Design Plans (Phased-Updated per new Standards) • Signing&Marking Plans • Signalization Plans • Lighting Plans (Intersections Only) • Traffic Control Plans • Survey, ROW Plans, Sketch and Descriptions • Geotechnical Task 9.0 - 100% Plans The CONSULTANT shall prepare 100%Design Plans based on the comments received as part of the 90% Plan review by the OWNER. Plan content shall be consistent with a FDOT Phase IV Submittal. All documents to be included in the bid package shall be signed and sealed by the Engineer of Record. The services include: • Project General Tasks • Roadway Plans • Drainage Plans • Utility Adjustment Plans • Bridge Design Plans (Phased -Updated per new Standards) • Signing&Marking Plans • Signalization Plans • Lighting Plans (Intersections Only) • Traffic Control Plans 39 Schedule Al-1 Amendment#1 to Agreement#06-4000 • ROW Plans, Sketch and Descriptions • Technical Specifications • Preparation of Final Quantities • Preparation of Final Engineers Estimate • Preparation of Bid Tabs • Preparation of Exhibit I • Compilation of Utility Work Schedules • Compilation of Permits (SFWMD, ACOE, FDEP) Task 10.0—Public Involvement Section 3.1 Public Involvement of Contract 06-4000 shall be amended to include the following: The CONSULTANT shall provide all support necessary for the COUNTY to hold or participate in various public meetings,which may include but not limited to: • Coordination Meetings with Local Officials and Agencies -These meetings shall be held just prior to the Public Workshops to apprise local officials and agencies of the project status, present them with project information and specific corridor alternatives, and receive their feedback. The Consultant should provide the Local Officials at least two (2) weeks notification. The Public Involvement Report should show evidence of coordination with the local officials. Such meetings shall document and address each agency's future plans and concerns. Special emphasis should be given to coordination meetings with the following agencies or including these agencies in all public outreach efforts: o District School Board of Collier County o Collier County Emergency Medical Services (EMS) o Fire Districts of Collier County o Collier County Parks and Recreation Department o Collier County Planning Services Department o Collier County Public Utilities Division o Collier Metropolitan Planning Organization, Technical & Citizens Advisory Committees o Local civic associations • Public Informational Meetings/Workshops—Three(3)Public Meetings will be conducted by the County as informational meetings/workshops. The Consultant shall attend these meetings and prepare all necessary displays, maps, etc. The Consultant will be required to actively participate in any portion of the presentation. The purpose of the first meeting is to present to the public existing and future travel demand, and re-introduce the project to the community; it is assumed the project will be at a major study milestone,possibly at the 30% design phase. The second public meeting will be held at a major study milestone, possibly at the 60% design phase. The third public meeting will be held at a major study milestone and is anticipated when the project is at the 90% design phase. 40 Schedule Al-1 Amendment#1 to Agreement#06-4000 All presentations, media releases and if appropriate legal and display advertisements shall be prepared by the Consultant and reviewed and authorized by the County. Advertisements announcing each meeting shall be prepared and submitted to the County for approval.Exact size,type,and number of times to be published in the newspaper will be discussed and agreed to by the County prior to the preparation. The Consultant shall publish the advertisement in the area newspaper which has the largest daily circulation at minimum 7 days prior to the meeting. Advertising/publishing costs are the responsibility of the Consultant. Notification shall be made by the Consultant to elected and appointed officials and other interested persons by letter no later than ten (10) calendar days prior to the meetings. News releases shall be prepared and submitted for publication by the Consultant during the week prior to each meeting. The meeting format(s) shall be developed by the Consultant and will be reviewed and approved by the County. The Consultant shall prepare appropriate displays or wall graphics and/or electronic projections and survey material for use during the meetings. These include aerial photographs,renderings, charts, and graphs, as needed. o The Consultant shall prepare project hand-outs for distribution at the meetings. o The Consultant shall brief the County's staff(who will be on hand during the meetings)prior to the meeting to make sure the staff is up to date on the project and understands the study well enough to discuss it with the public and answer questions. An Anticipated Frequently Asked Questions handout will be prepared by the Consultant for the County Staff members in attendance. Meeting setup and take down shall be handled by Consultant staff members familiar with the equipment and the facilities available at the meeting site. o Conducting the meetings will involve knowledgeable staff and shall require enough staff members to handle the crowd anticipated for the meeting. Although the meetings may be scheduled for a certain time period,staff shall be available for some time before and/or after those set hours in order to maintain public contact, availability for media interviews, etc. The identification of issues brought up at the meetings is an integral part of the meeting debriefing process, which shall be attended by all staff members taking part in the meeting process and interacting with the public. Once issues from the meeting have been identified, their significance shall be determined by the Consultant and reviewed by the County (i.e., are the issues valid enough for further consideration or do they have elements that may require further consideration.) Addressing the issues and responding to them is also an integral part of the meeting process. This task involves letter writing, the placement of an advertisement, distribution of new releases, or any other appropriate techniques. o For all meetings/workshops (including those listed above and kick-off meetings, elected official/agency coordination meetings and project meetings), the CONSULTANT shall prepare and/or provide as appropriate: • Scripts or Agenda for presentation • Handouts • Graphics for presentation. • Meeting equipment set-up and tear-down. • Legal and/or display advertisements, as determined appropriate by the County. (The CONSULTANT will pay the cost of publishing.) • News releases, for use 7 days prior to meeting. 41 Schedule Al-1 Amendment#1 to Agreement#06-4000 • Summary notes of meetings to be provided to the COUNTY no later than 5 business days after the meeting. • Briefing and debriefing of Department staff. • Newsletters-The CONSULTANT shall prepare newsletters at various key points during the project. The newsletters shall be mailed by the Consultant to elected officials and interested persons included on the mailing list compiled by the Consultant. The County's review and approval is required prior to mailing. A maximum of two (2) newsletters are anticipated and should have English and Spanish translations. • Website - The Project Website shall be hosted by COUNTY. All website pages, documents and articles shall be written and prepared by the CONSULTANT. The COUNTY shall post the approved pages, documents, appropriate information to the website. o For Letters of Notification to elected and appointed officials, property owners and other interested parties. The CONSULTANT to: • Identify the impacted and/or benefited property owners • Identify the renters and non-residing property owners (for a property that may be rented) • Prepare the mailing list(property owners, renters and non-residing property owners) • Assemble the mailing • Pay the cost of first class postage • Tally results of any survey or inquiry • Respond to inquiry requests. • Compile, track and respond to comments, survey, inquiries and requests with county approval • Other (Unscheduled) Public and Agency Meetings In addition to scheduled public meetings, the CONSULTANT may be required to participate in other meetings with the public, elected officials, special interest groups or public agencies. The CONSULTANT'S participation will be limited to participation during the meeting, note taking, and summarizing the meeting in a memo to the file. It is estimated for this project there will be eight(8)meetings during the study. The Consultant and their staff shall be available with no more than a five (5) workday notice to attend meetings or make presentations at the request of the County. Such meetings and presentations may be held at any hour between 7:00 a.m. and 11:00 p.m. on any day of the week. The Consultant may be called upon to provide maps, press releases, advertisements, audiovisual displays and similar materials for such meetings. No more than 5 such meetings are anticipated. Task 11.0—Bidding Services and Services During Construction The CONSULTANT shall perform the following services during the Bidding/Construction Phase(s): 11.1 Bidding Services • Review of OWNER Construction Project Solicitation • Attendance at Pre-Bid Meeting 42 Schedule Al-1 Amendment#1 to Agreement#06-4000 • Response to Contractors Questions • Preparation of Addendums (if necessary) • Review of Bids • Recommendation of Low Bidder Award Letter 11.2. Services During Construction The OWNER will provide field inspector(s) during construction to review and document Contractors methods and means and daily performance. CONSULTANT will provide limited services during construction during the construction of the project. The services include: • Provide contract document interpretation and assistance in addressing requests for information and unforeseen conditions when requested by the COUNTY and/or CONTRACTOR. • Periodic Construction Meeting Attendance • Periodic Field Visits to Review Conformance to Project Plans/Intent • Review of Shop Drawings • Coordination with Project Stakeholders • Review and assist in field changes which include minor redesign as requested by the COUNTY and/or CONTRACTOR. • Attend one substantial completion walk through meeting in the field. • Attend one final completion walk through meeting in the field. • CONSULTANT will review CONTRACTOR Pay Requests (if requested) along with COUNTY and COUNTY CEI and provide rejection/approval • CONTRACTOR will be responsible to provide Signed and Sealed Record Drawings based upon the contractor's markups, visual observations, and record survey. CONSULTANT will provide files (PDF format) to CONTRACTOR for use. • CONSULTANT will prepare and submit Project Certification to SFWMD • CONSULTANT will prepare and submit Project Certification to ACOE • CONSULTANT will prepare and submit Project Certification to FDEP (as required) Task 12.0 -Alternate 1.0—Extend Project Limits to 16th Street NE. If requested/required by the OWNER,the CONSULTANT shall extend the project limits of the 60%, 90%, 100%, and Bid Plan Submittals to include the design from 8th Street NE to 16th Street NE. This shall include a Bridge crossing of the Orange Tree Canal. 43 Schedule A1-1 Amendment#1 to Agreement#06-4000 SCHEDULE B1-1 BASIS OF COMPENSATION LUMP SUM AND TIME AND MATERIALS 1. MONTHLY STATUS REPORTS B.1.1. As a condition precedent to payment,CONSULTANT shall submit to OWNER 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, OWNER agrees to make the Lump Sum and Time and Material 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 OWNER'S reasonable satisfaction. Task Description Lump Sum Time and Material Payment Schedule Not-To-Exceed 1. Permit Plans $361,400 Monthly Upon Percent Complete of Task 2. Permitting (SFWMD, ACOE) $426,500 Monthly Upon Percent Complete of Task 3. Traffic $149,920 Monthly Upon Percent Projections/Modeling/Report Complete of Task 4. 4.1 School/Park Property $9,600 Monthly Upon Percent Coordination Complete of Task 4.2 Design Revisions (if $214,740 required) 5. Cost Estimates for $60,600 Monthly Upon Percent Budgeting/Phasing Complete of Task 6. 30% Conceptual Plans $137,393 Monthly Upon Percent Complete of Task 7. 60% Phase $1,104,565 Monthly Upon Percent Complete of Task 8. 90%Phase $755,764 Monthly Upon Percent Complete of Task 9. 100%Phase $402,308 Monthly Upon Percent Complete of Task 10. Public Involvement $102,600 Monthly Upon Percent Complete of Task 11. Post Design Services $176,460 TOTAL FEE $3,901,850 (Total Tasks 1-11) 1 Schedule B1-1 Amendment#1 to Agreement#06-4000 B.2.2. 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 Ito this Schedule B. B.2.3. With each monthly Application for Payment, CONSULTANT shall submit detailed time records, and any other documentation reasonably required by OWNER, regarding CONSULTANT'S Direct Labor Costs incurred at the time of billing, to be reviewed and approved by OWNER. B.2.4. For Additional Services provided pursuant to Article 2 of the Agreement, if any, OWNER 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 B.3.4.1 below. There shall be no overtime pay on Additional Services without OWNER'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 OWNER,pending resolution of the dispute provided that OWNER continues to pay to CONSULTANT all amounts that OWNER does not dispute are due and payable. 3. SCHEDULE OF PAYMENTS B.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. 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 Owner. Additionally, the number of the purchase order granting approval for such services shall appear on all invoices. 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"laches"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 2 Schedule B1-1 Amendment#1 to Agreement#06-4000 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 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 section 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 OWNER. Such expenses, if approved by OWNER, may include coach airfare, standard accommodations and meals, all in accordance with section 112.061, F.S. Further, such expenses, if approved by OWNER, 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 OWNER. 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 OWNER. 3 Schedule B1-1 Amendment#1 to Agreement#06-4000 Attachment 1 SCHEDULE B CONSULTANT'S HOURLY RATE SCHEDULE Title Hourly Rate Principal $180.00 Chief Engineer/Senior PM $160.00 Project Manager $140.00 Lead Engineer/Scientist $130.00 Project Engineer $115.00 Senior Designer $115.00 Senior Technician/Biologist $90.00 Engineer $85.00 Technician $70.00 Administrative Assistant $55.00 Clerical $48.00 The above hourly rates are applicable to Time and Materials tasks only. The above list may not be all inclusive. Additional hourly rates for other personnel may be added upon agreement in advance and in writing by the Project Manager and the Consultant, without further Board approval. 4 Schedule B1-1 Amendment#1 to Agreement#06-4000 SCHEDULE C1-1 PROJECT MILESTONE SCHEDULE Schedule is based on the number of calendar days from issuance of Notice to Proceed. Project-Collier to 16th Street N.E. 1. TASK I—30% SUBMITTAL: 270 Days 2. TASK II - 60% SUBMITTAL: 450 Days 3. TASK III—90% SUBMITTAL: 630 Days 4. TASK IV— 100% SUBMITTAL: 720 Days 5. TASK V—POST DESIGN SERVICES: 1,825 Days Schedule C1-1 Amendment#1 to Agreement#06-4000 SCHEDULE F-1 CH2M HILL KEY PERSONNEL, SUBCONSULTANTS AND SUBCONTRACTORS Allocation of Time to Project Aaron Johnson 30% Nick DiCiccio 50% Dan Kushnar 30% 25% Chris Jubran Frank Scerbo 2% Pete Winkler 25% Randy Mock 20% Bushan Godbole 25% Evan Gunderson 40% Kevin Heldorfer 50% Ken Wooten 20% Adam Ahmad 25% William Gramer 25% Neil Postlethwait 2% Tunch Orsoy 15% Scott Bear 2% Bill Beddow 2% Ardaman and Associates Geotechnical ESA Noise Analysis RWA Survey/SUE Traf-O-Data Traffic Modeling and Analysis Schedule F1-1 Amendment#1 to Agreement#06-4000 (MM ACORDDATE /DD/YYYY) ® CERTIFICATE OF LIABILITY INSURANCE 1 (MM7 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 MARSH USA INC. NAME: - -, 1225 17TH STREET,SUITE 1300 (A/c No.Ext): FAX No): DENVER,CO 80202-5534 E-MAIL ADDRESS: INSURERS)AFFORDING COVERAGE NAIC# 15114-12345-5EX2P-17-18C 074291 CA INSURERA:Greenwich Insurance Company 22322 INSUREDINSURERHILL ENGINEERS,INC. INSURER B:N/A N/A 5801 PELICAN BAY BOULEVARD,SUITE 505 INSURER C:XL Specialty Insurance Company 37885 NAPLES,FL 34108 INSURER D:Zurich American Insurance Co 16535 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-003523691-01 REVISION NUMBER: 2 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 LTRINSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY X X RGE500025506 05/01/2017 05/01/2018 EACH OCCURRENCE $ 1,500,000 DAMAGE CLAIMS-MADE X OCCUR PREM SESO(EaENTEoccur ence) $ 1,500,000 X $500,000 SIR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 1,500,000 GEN'LAGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ 5,000,000 X POLICY PRa LOC PRODUCTS-COMP/OP AGG $ 5,000,000 OTHER: $ A AUTOMOBILE LIABILITY X X RAD500025406 05/01/2017 05/01/2018 COMBINED SINGLE LIMIT $ 2,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION X RWD500025206(AOS) 05/01/2017 05/01/2018 X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER C ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N RWR500025306(WI) 05/01/2017 05/01/2018 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D PROFESSIONAL LIABILITY* E0C382962115 05/01/2017 05/01/2018 Each Claim&Aggregate $2,000,000 Each Policy Period DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Contract No.06-4000;Vanderbilt Beach Road Extension Collier County Board of County Commissioners,Board of County Commissioners in Collier County,Collier County Government for any and all work performed in Collier County are included as an additional insured on the General Liability and Automobile Liability policies as required by written contract or agreement. Coverage provided by the above General Liability and Auto policies shall be primary and non-contributory and it limited to the liability resulting from the named insured's ownership and/or operations. General Liability,Auto Liability and Workers'Compensation policies include a Waiver of Subrogation. CERTIFICATE HOLDER CANCELLATION Collier County,Florida SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Attn:Procurement Services Division THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 3327 Tamiami Trail ACCORDANCE WITH THE POLICY PROVISIONS. East Naples,FL 34112 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. David Wilkins f`'©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 15114 LOC#: Denver ARL ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NAMED INSURED MARSH USA INC. CH2M HILL ENGINEERS,INC. 5801 PELICAN BAY BOULEVARD,SUITE 505 POLICY NUMBER NAPLES,FL 34108 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance *For Professional Liability coverage,the aggregate limit is the total insurance available for claims presented within the policy period for all operations of the insured.The limit will be reduced by payments of indemnity and expense. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ENDORSEMENT#007 This endorsement, effective 12:01 a.m., May 1, 2017 forms a part of Policy No. RAD500025406 issued to CH2M HILL COMPANIES, LTD. by Greenwich Insurance Company THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled or non renewed for any statutorily permitted reason or if coverage is materially reduced, or coverage is cancelled for non-payment of premium advanced written notice will be mailed to the person or entity according to the notification schedule shown below: Number of Days Number of Advanced Days Notice of Advanced Cancellation or Notice of Name of Person or Entity Mailing Address: Statutorily for Non- Permitted Payment of Reasons or if Premium Coverage is Materially Reduced Any entity, person or TBA organization where required by any contract, permit or access 60 days 10 days agreement For the purpose of this endorsement, non-renewal shall mean solely non-renewal of the Policy and shall not include expiration or Notice of Conditional Renewal. Material reduction in coverage shall mean, with the Insured's agreement: • policy limits shown in the declarations page get amended; or • change in the deductible or self-insured retention, except where specific contract or project retentions are requested and agreed to by You and Us; or • the application of a new policy exclusion not contemplated at inception except as required per state rules and regulations. All other terms and conditions of the Policy remain unchanged. (Authorized Representative) MANUS ©2017 X.L. America, Inc. All Rights Reserved, May not be copied without permission. ENDORSEMENT#026 This endorsement,effective 12:01 a.m., 05-01-2017 forms a part of Policy No.RGE5000255-06 issued to CH2M Hill Companies, Ltd. by Greenwich Insurance Company THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY CANCELLATION NOTIFICATION TO OTHERS ENDORSEMENT In the event coverage is cancelled or non renewed for any statutorily permitted reason or if coverage is materially reduced, or coverage is cancelled for non-payment of premium advanced written notice will be mailed to the person or entity according to the notification schedule shown below: Number of Days Number of Advanced Days Notice of Advanced Cancellation or r Notice of Name of Person or Entity Mailing Address: Statutorily for Non- Permitted Payment of Reasons or if Premium Coverage is Materially Reduced Any entity, person or organization where required by any contract, permit or access TBA 60 days 10 days agreement For the purpose of this endorsement, non-renewal shall mean solely non-renewal of the Policy and shall not include expiration or Notice of Conditional Renewal. Material reduction in coverage shall mean,with the Insured's agreement: • policy limits shown in the declarations page get amended;or • change in the deductible or self-insured retention,except where specific contract or pro1ect retentions are requested and agreed to by You and Us; or • the application of a new policy exclusion not contemplated at inception except as required per state rules and regulations. All other terms and conditions of the Policy remain unchanged. (Authorized Representative) MANUS ©2017 X.L. America, Inc. All Rights Reserved, May not be copied without permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 77 (Ed. 0515) NOTICE OF CANCELLATION, NONRENEWAL OR MATERIAL COVERAGE REDUCTION TO DESIGNATED PERSONS OR ORGANIZATIONS The following is added to PART SIX—CONDITIONS: Notice Of Cancellation, Nonrenewal Or Material Coverage Reduction To Designated Persons Or Organizations If we cancel or non-renew this policy for any reason other than non-payment of premium by you, we will provide notice of such cancellation or non-renewal to each person or organization designated in the Schedule below. We will mail or deliver such notice to each person or organization at its listed address the number of days shown for that person or organization before the cancellation or nonrenewal is to take effect. In the event of a change that materially reduces or restricts the coverage afforded by this policy, other than reduction of limits of liability through payment of claims, we will provide notice of such coverage reduction to each person or organization designated in the Schedule below. We will mail or deliver such notice to each person or organization at its listed address the number of days shown for that person or organization before the reduction is to take effect. You are responsible for providing us with the information necessary to accurately complete the Schedule below. If we cannot mail or deliver a notice of cancellation, nonrenewal or material reduction in coverage to a designated person or organization because the name or address of such designated person or organization provided to us is not accurate or complete, we have no responsibility to mail, deliver or otherwise notify such designated person or organization of the cancellation, nonrenewal or reduction. SCHEDULE Name and Address of Designated Persons or Organizations: Number of Days Notice Any entity, person or organization where required by contract, permit 60 or access agreement. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No.: RWD5000252-06 Endorsement No. Insured: Premium: $ Included CH2M Hill Companies, Ltd. Insurance Company XL Specialty Insurance Company Countersigned By: WC 99 06 77 Ed. 0515 ©2015 X.L. America, Inc. All Rights Reserved. Page 1 of 1 May not be copied without permission Endorsement#I Notification to Others of Cancellation Electronic Schedule ZURICH Policy No. Eff.Date of Pol. Exp.Date of Pol. Eff.Date of End. Producer Add'I Prem. Return Prem. E0C 3829621-15 05/01/2017 05/01/2018 05/01/2017 29253000 -- ---- Named Insured and Mailing Address: Producer: CH2M Hill Companies, Ltd. Marsh USA, Inc. 9191 S Jamaica St 1225 17th St Ste#2100 Englewood CO 80112-5946 Denver CO 80202-5521 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided by the following: Architects and Engineers Professional Liability Policy—Claims Made and Reported Coverage In consideration of the premium already charged,we agree with you,subject to all terms,exclusions,and conditions of the policy that: A. If we cancel this policy by written notice to the first Named Insured for any reason other than nonpayment of premium, we will mail or deliver a copy of such written notice of cancellation: 1. To the name and address corresponding to each person or organization shown in. the Schedule provided to us by the first "Named Insured". Such schedule: a. Must be initially provided to us within 15 days: (1) After the beginning of the policy period shown in the Declarations;or (2) After this endorsement has been added to the policy; b. Must contain the names and addresses of only the persons or organizations requiring notification that this Policy has been cancelled; c. Must be in an electronic format that is acceptable to us;and d. Must be accurate. Such Schedule must be updated and provided to us, by the first "Named Insured", during the policy period. Such updated Schedule must comply with paragraphs b.,c.,and d.above. 2. At least thirty(30)days prior to the effective date of the cancellation,as advised in our notice to the first Named Insured,or the longer number of days notice if indicated in the Schedule provided to us. B. Our notification,as described in Paragraph A. of this endorsement, will be based on the most recent Schedule provided to us by the first"Named Insured"as of the date the notice or cancellation is mailed. C. Proof of mailing will be sufficient proof that we have complied with Paragraph A.of this endorsement. We arc not responsible for the accuracy,integrity, timeliness and validity of information contained in the Schedule provide to us as described in Paragraphs A.of this endorsement. ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED. U-GL-113-A CW (04/90) Page 1 of 2 diva! SECRETARY CERTIFICATE I, Cheryl Rimas,Assistant Secretary of CH2M HILL Engineers, Inc., hereby certify that Niel H. Postlethwait, P.E. is Designated Manager of CH2M HILL Engineers, Inc., and has been granted authority in accordance with our Signature Authority Policy to execute documents on behalf of the company. Dated this 14th day of December, 2017. .....�� ENG/‘11 �,v7GORPOA;tiFt it' Cheryl Rimas, sistant Secretary i .1 01 .S�� r '—' t' •if, State of Colorado 1‘‘`, ARE r— County of Douglas Subscribed and sworn to before me by Cheryl Rimas this 14th day of December,2017. 2LQ Nota ublic JULIE 7 ARNOLD Notary Public r State of Colorado Notary ID 19984008241 My Commission Ex fres Mar 23.2018