Okaloosa County BOCC — October 7, 2014 — FOY SHAW SCOPE OF SERVICES_PHASE II DESIGN — reading text

30.4 Coordinate and Develop MOT Plans for Field Investigation  Coordinate and develop Maintenance of Traffic (MOT) plan. Work zone traffic control will be performed in accordance with the FDOT’s Roadway and Traffic Design Standards Index 600 series. 30.5 Drilling Access Permits Obtain State, County, City, and Water Management District permits for performing geotechnical borings, as needed. 30.6 Property Clearances Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the responsibility of the COUNTY’s Project Manager. 30.7 Groundwater Monitoring Monitor groundwater, using piezometers. 30.8 LBR / Resilient Modulus Sampling Collect appropriate samples for Limerock Bearing Ratio (LBR) testing. 30.9 Coordination of Field Work Coordinate field work required to provide geotechnical data for the project. 30.10 Soil and Rock Classification - Roadway Refine soil profiles recorded in the field, based on results of laboratory testing. 30.11 Design LBR Determine design LBR values from the 90% and mean methods. 30.12 Laboratory Data Tabulate laboratory test results for inclusion in the geotechnical report, the report of tests sheet (Roadway Soil Survey Sheet), and for any necessary calculations and analyses. 30.13 Seasonal High Water Table Review the encountered ground water levels and estimate seasonal high ground water levels. Estimate seasonal low ground water levels, if requested. 30.14 Parameters for Water Retention Areas Calculate parameters for water retention areas, exfiltration trenches, and/or swales. 30.15 Delineate Limits of Unsuitable Material Delineate limits of unsuitable material(s) in both horizontal and vertical directions. Assist the Engineer of Record with detailing these limits on the cross-sections. If requested, prepare a plan view of the limits of unsuitable material. 30.16 Electronic Files for Cross-Sections Create electronic files of boring data for cross-sections. 30.17 Embankment Settlement and Stability Estimate the total magnitude and time rate of embankment settlements. Calculate the factor of safety against slope stability failure. 30.18 Stormwater Volume Recovery and/or Background Seepage Analysis Perform stormwater volume recovery analysis as directed by the COUNTY. 30.19 Geotechnical Recommendations Provide geotechnical recommendations regarding the proposed roadway construction project including the following: description of the site/alignment, design recommendations and discussion of any special considerations (i.e. removal of unsuitable material, consolidation of weak soils, estimated settlement time/amount, groundwater control, high groundwater conditions relative to pavement base, etc.) Evaluate and recommend types of geosynthetics and properties for various applications, as required. 30.20 Pavement Condition Survey and Pavement Evaluation Report (Not applicable to this project) 30.21 Preliminary Roadway Report If a preliminary roadway investigation is performed, submit a preliminary roadway report before the Phase II plans submittal. The purpose of the preliminary roadway report will be to assist in setting road grades and locating potential problems.  Copies of U.S.G.S. and S.C.S. maps with project limits shown.  A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e. soils grouped into layers of similar materials) and construction recommendations relative to Standard Indices 500 and 505.   Results of tasks discussed in the previous section (Data Interpretation and Analysis).  An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations.  The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 30.22 Final Report The Final Roadway Report shall include the following:  Copies of U.S.G.S. and S.C.S. maps with project limits shown.  A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e. soils grouped into layers of similar materials) and construction recommendations relative to Standard Indices 500 and 505.  Results of tasks discussed in the previous section (Data Interpretation and Analysis).  An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample embankment settlement and stability calculations, design LBR calculation/graphs, and other pertinent calculations.  The CONSULTANT will respond in writing to any changes and/or comments from the COUNTY and submit any responses and revised reports. 30.23 Auger Boring Drafting Draft auger borings as directed by the COUNTY. 30.24 SPT Boring Drafting Draft SPT borings as directed by the COUNTY. Structures (Not applicable to this project) 30.47 Other Geotechnical (Not applicable to this project) 30.48 Technical Special Provisions 30.49 Field Reviews Identify and note surface soil and rock conditions, surface water conditions and locations, and preliminary utility conflicts. Observe and note nearby structures and foundation types. 30.50 Technical Meetings  30.51 Quality Assurance/Quality Control 30.52 Supervision 30.53 Coordination 30.54 Optional Preliminary Contamination Assessment (Not applicable to this project) 31 ARCHITECTURE DEVELOPMENT (Not applicable to this project) 32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE (Not applicable to this project) 33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS (Not applicable to this project) 34 INTELLIGENT TRANSPORTATION SYSTEM PLANS (Not applicable to this project) 35 PROJECT REQUIREMENTS 35.1 Liaison Office The COUNTY and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on matters of this project remain with the COUNTY Project Manager. 35.2 Key Personnel The CONSULTANT’s work shall be performed and directed by the key personnel identified in the proposal presentations by the CONSULTANT. Any changes in the indicated personnel shall be subject to review and approval by COUNTY. 35.3 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 on each task. 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. 35.4 Correspondence Copies of 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. 35.5 Professional Endorsement The CONSULTANT shall have a Registered Professional Engineer in the State of Florida sign and seal reports, documents, and plans as required by COUNTY standards. 35.6 Computer Automation The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. The COUNTY makes available software to help assure quality and conformance with policy and procedures regarding CADD. It is the responsibility of the CONSULTANT to meet the requirements in the FDOT’s CADD Manual. The CONSULTANT will submit final documents and files as described therein. 35.7 Coordination with Other Consultants The CONSULTANT is to coordinate his work with any and adjacent and integral consultants so as to effect complete and homogenous plans and specifications for the project(s) described herein. 35.8 Optional Services At the COUNTY’s option, the CONSULTANT may be requested to provide optional services. The fee for these services shall be negotiated for a fair, competitive and reasonable cost, considering the scope and complexity of the project(s). Additional services may be authorized by Letter of Authorization or supplemental amendment in accordance with paragraph 2.00 of the Standard Consultant Agreement. The additional services may include Construction Assistance, Review of Shop Drawings, Final Bridge Load Rating, update (Category II) bridge plans electronically (CADD) for the Final "As-Built" conditions, based on documents provided by the COUNTY (CADD Services Only) or other Services as required. 36 INVOICING LIMITS Payment for the work accomplished will be in accordance with Method of Compensation of this contract. Invoices shall be submitted to the COUNTY, in a format prescribed by the COUNTY. The COUNTY Project Manager and the CONSULTANT shall monitor the cumulative invoiced billings to insure the reasonableness of the billings compared to the project schedule and the work accomplished and accepted by the COUNTY. The CONSULTANT will provide a list of key events and the associated total percentage of work considered to be complete at each event. This list will be used to control invoicing. Payments will not be made that exceed the percentage of work for any event until those events have actually occurred and the results are acceptable to the COUNTY.