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Clarke, P.E. Director of EngineeringServices 1100 Simonton Street Key West, Florida 33040 Office 305-295-4329 RE:Monroe County –Stock Island I Roadway and Drainage Improvement Project Designand PermittingProfessional Engineering Services Dear Ms.Clarke: We are pleased to submit this proposal to provide Professional Engineering Services fortheDesignand PermittingAssistanceoftheStock Island I Roadway and Drainage Improvement Project located inMonroe County, as described in the attached Exhibit “A”,“Scope of Services”. We will perform this work as described in Exhibit “A,” “Scope of Services,” for lump sum feesas summarized in Exhibit “B”, “Fee Estimates”. As defined in Exhibit “A”, the project scope generally includes the design and permitting assistance of neighborhood roadway improvements, drainage system improvements, pedestrian improvements, and limited lighting improvements to serve the Stock Island residential/commercial district south of US1. We trust you will find this proposal acceptable and we look forward to working with you on this important project. Thank you for this opportunityto provide our services to the County. Sincerely, TY LIN INTERNATIONAL |HJ ROSS Francisco J. Alonso, P.E. Project Manager Associate Vice President 201 Alhambra Circle, Suite 900 | Coral Gables, Florida 33134 | T 305.567.1888 | F 305.567.1771| www.tylin.com Ms. Judith Clarke Monroe County –Stock Island I February 2, 2015 Page 2 EXHIBIT “A” SCOPE OF SERVICES 1.0DESCRIPTION OF THE PROJECT Monroe County will be constructing repairs and improvements to certain roads on South Stock Island identified by County staff as having deficient pavement conditions, deficient drainage, and/or deficient pedestrian facilitiesand lighting. This area of Stock Island consists of local roads with two-lane typical sections and is predominantly residential with some commercial/industrial on the perimeter of the neighborhood. The proposed improvements includeasphalt overlay, milling and resurfacing, road reconstruction, installation of drainage structuresand exfiltration trenches, sidewalks and lighting (as defined in this proposal). The County requires Professional Engineering Services for the design and permitting phases of the project. The Design for this project will conform to the Florida Greenbook and Monroe County standards and shall includedplan and specifications which describe all systems, elements, details, components, Exhibit “C” materials, equipment, and other information necessary for construction.includes an aerial map depicting the project limits. 2.0SCOPE OF BASIC SERVICES TYLI|HJRwill perform the professional engineering services forthe drainage improvements for each project site,limited to the following tasks: 2.1Topographic Surveys The surveys of the proposed project sitewill be prepared and used as the basis for the design of the project in meeting federal, state, and local policies and regulations. The surveys will be sufficient for submittal with required permit applicationsand cover the county right-of-way where the improvements will be implemented.Survey will include location of all above ground features, elevations, and inverts of pipes where accessible. 2.2Geotechnical Investigation Thegeotechnical investigation of the proposed project sitewill be prepared and used as the basis for the design of the project in meeting federal, state, and local policies and regulations. The investigations will include boringsto determine the state of the local sub-strata, percolation tests for the design of exfiltration trenches, and pavement cores to assess the amount of existing pavement for the new pavement design. 2.3RoadwayImprovementsDesignPhase Services TYLI|HJR will prepare the design plans and construction documents required for the roadway improvements, milling and resurfacing, drainage improvements, pedestrian improvements, and lighting improvementsof the project site. The following table is a summary of each of the individual lengths of roadway that make up the project site and what anticipated improvements are proposed for eachsegment: Ms. Judith Clarke Monroe County –Stock Island I February 2, 2015 Page 3 Length of Branch SqFt of Milling and Pedestrian Drainage Lighting From To Roadway Name Section Resurfacing Improvements Improvements Improvements (miles) 5TH AVEROBYN LN 5TH ST0.1223,544 X X 5TH AVE5TH STCROSS ST 0.2029,512 X X X 5TH AVECROSS ST BALIDO ST 0.237,560 X X X OVERSEAS MACDONALD 5TH ST HWY AVE 0.046,930 X X MACDONALD 5TH ST AVE2ND AVE0.1219,020 X X 5TH ST 2ND AVE3RD AVE 0.0914,010 X X 5TH ST 3RD AVE ROBYN LN0.046,930 X X 5TH ST ROBYN LN 5TH AVE 0.033,870 X X 7TH AVE5TH STCROSS ST 0.1922,902 X CROSS STSUNCREST RD COUNTY RD 0.1117,664 X X X CROSS STCOUNTY RD 5TH AVE 0.1117,664 X X MIRIAM ST 6TH AVE 12TH AVE0.2325,725 X X ROBERTA ST 6TH AVE 12TH AVE0.2325,641 X X ROBYN LN 5TH AVE 5TH ST0.1514,980 X SUNCREST RD WEST END CROSS ST 0.1113,596 X X SUNCREST RD CROSS ST EAST END 0.088,756 X X Project Totals 2.08258,304 It is anticipated that exfiltration trenches (French drains with catch basins and perforated piping in a ballast rock bed) will be the preferred method of storm-water management. The design documents will also include the associated repairs to the roadway required as a result of the construction. Pedestrian improvements will consist of new sidewalks along a selected side of the right-of-way to provide connectivity between the major neighborhood streets, the US1 commercial district, and the County Park. It should be noted that because of the bridge at Cross Street, it may be necessary to design a retaining wall to accommodate a sidewalk on the steep embankment of the bridge approaches. This will be analyzed in the first phase of design and the County will be notified immediately if additional services will be required to accomplish this. The design and construction documents will include the following deliverables with submissions made at 60%, 90%, 100%, and Final Bid Sets: Topographic Survey Geotechnical Report Cover Sheet General Notes Project Location and Key Sheet Map Project Typical Section Roadwayand Drainage Improvement Planand Profile(including sidewalks) Roadwayand Drainage Improvement Details Ms. Judith Clarke Monroe County –Stock Island I February 2, 2015 Page 4 Lighting Plan and Details Maintenance of Traffic Notes SWPPP Notes, and Details Contract Specifications and Bid Documents 2.4 Agency Coordination/Permitting TYLI|HJR will coordinate with Monroe County, USACE, SFWMD, and FDEP to determine the appropriate level of permitting required for the improvements.It is anticipated that a no- noticed general permit will be applied for the project.TYLI|HJR will prepare permit applications and perform a biological assessment survey as required to meet permitting requirements. Mitigation for unavoidable wetland impacts are anticipated to be compensated through an approved mitigation bank. Responses to regulatory Request for Additional Information (RAI) will be prepared within regulatory timeframes. One (1) RAI per application is anticipated. 2.5Post Design Phase Services TYLI|HJRwill perform post-designphase services to consist ofthe following activities and deliverables: Pre-Bid meeting attendance Periodic Site Visits (budgeted for 2) Pre-Construction meeting attendance and minutes Review of shop drawings Responses to Request for Information (RFI) As-Built plan review 3.0ITEMS NOT INCLUDED 3.1 Construction Phase Services(CEI) 3.2 Wetland Mitigation Design or Fees 3.3 Phase I Environmental Assessments 3.4 Environmental Monitoring During Construction 3.5 Permit Fees 3.6 Property Boundary Surveys (only topographic surveys of the right-of-way) 3.7 Landscaping 3.8 Bid & Award Servicesother than what is described above 3.9 Structural Engineering of a retaining wall at the Cross Street Bridge. It will be determined during the course of the project if a wall is needed to accommodate the installation of sidewalks. 4.0INFORMATION TO BE PROVIDED TO TYLIN|HJ ROSS 4.1 Record Drawings and As-Built plans, including any CAD files,that may be available 4.2 Previous Geotechnical Studies and/or Reports for adjacent sites depicting percolation rates and borings 4.3 Limits of County-owned property adjacent to the project 4.4 Access to the site Ms. Judith Clarke Monroe County –Stock Island I February 2, 2015 Page 5 4.5 Any pertinent information available 5.0ADDITIONAL SERVICES The above scope of services represents “basic services” to be performed as part of our lump sum price. Additional services beyond the scope of these basic services will only be performed on an as needed basis and with approved authorization. If additional services are required, TYLI|HJRwill prepare a separate scope of services and labor cost. 6.0SCHEDULE TYLI | HJR shall deliverthe Work detailed in this Proposalin a duration not to exceed 9monthsfrom the NTP. A detailed schedule will be provided to the County staff at the project kickoff meeting. 7.0COMPENSATION Lump Sum, Not to Exceed TYLI | HJR shall perform the Work detailed in this Proposal for a Total fee ThreeHundred and Twenty-TwoThousand andEighty-Eightdollars and 25cents of ($322,088.25).The Fee will be .Exhibit “B” Provides a detailed estimate of the Man-Hours and Fees broken down and billed on a deliverable basis under the following general tasks: TaskFee Topographic Survey$59,828.00 GeotechnicalInvestigationsand Report$18,470.75 Design Development PhaseServices$61,406.85 Construction Document PhaseServices$143,282.65 Permitting Assistance PhaseServices$10,750.00 Post Design Phase Services$28,350.00 Project Total$322,088.25 8.0PROJECT MANAGER The project manager for this task will be Francisco J. Alonso, P.E. Submitted by:_________________________________ Francisco J. Alonso / Project Manager T.Y. Lin International | H.J. Ross Reviewed and approval in concept Recommended by: _________________________________ Monroe County Representative Ms. Judith Clarke Monroe County –Stock Island I February 2, 2015 Page 6 EXHIBIT “B” FEE ESTIMATES MONROE COUNTY STOCK ISLAND I ROADWAY AND DRAINAGE IMPROVEMENT PROJECT DESIGNANDPERMITTINGPROFESSIONAL ENGINEERINGSERVICES