Okaloosa County BOCC — October 7, 2014 — reading text

with applicable COUNTY Manuals, Procedures, Handbooks, District specific requirements, and Florida Statutes. Maps, surveys and legal descriptions will be prepared under the direction of a Florida Professional Surveyor and Mapper (PSM) to COUNTY size and format requirements utilizing COUNTY approved software, and will be designed to provide a high degree of uniformity and maximum readability. The CONSULTANT will submit maps, legal descriptions, quality assurance check prints, checklists, electronic media files and any other documents as required for this project to the COUNTY for review at stages of completion as negotiated. Master CADD File 29.1 Alignment 29.2 Section and 1/4 Section Lines (Not applicable to this project) 29.3 Subdivisions / Property Lines (Not applicable to this project) Packet Pg. 615 29.4 Existing Right of Way (Not applicable to this project) 29.5 Topography 29.6 Parent Tract Properties and Existing Easements (Not applicable to this project) 29.7 Proposed Right of Way Requirements The ENGINEER OF RECORD (EOR) will provide the proposed requirements. The PSM is responsible for calculating the final geometry. Notification of Final Right of Way Requirements along with the purpose and duration of easements will be specified in writing. 29.8 Limits of Construction The limits of construction DGN file as provided by the EOR will be imported or referenced to the master CADD file. Additional labeling will be added as required. The PSM is required to advise the EOR of any noted discrepancies between the limits of construction line and the existing/proposed right of way lines, and for making adjustments as needed when a resolution is determined. 29.9 Jurisdictional/Agency Lines (Not applicable to this project) These lines may include, but are not limited to, jurisdictional, wetland, water boundaries, and city/county limit lines. Sheet Files 29.10 Control Survey Cover Sheet (Not applicable to this project) 29.11 Control Survey Key Sheet (Not applicable to this project) 29.12 Control Survey Detail Sheet (Not applicable to this project) 29.13 Right of Way Map Cover Sheet 29.14 Right of Way Map Key Sheet 29.15 Right of Way Map Detail Sheet 29.16 Maintenance Map Cover Sheet (Not applicable to this project) 29.17 Maintenance Map Key Sheet (Not applicable to this project) 29.18 Maintenance Map Detail Sheet (Not applicable to this project) Packet Pg. 616 29.19 Reference Point Sheet This sheet(s) will be included with the Control Survey Map, Right of Way Map and Maintenance Map. 29.20 Project Network Control Sheet This sheet depicts the baseline, the benchmarks, the primary and secondary control points and their reference points including the type of material used for each point, their XYZ coordinates, scale factors and convergence angles. This sheet(s) may be included with the Control Survey Map, Right of Way Map and Maintenance Map. 29.21 Table of Ownerships Sheet Miscellaneous Surveys and Sketches 29.22 Parcel Sketches (Not applicable to this project) 29.23 TIITF Sketches (Not applicable to this project) 29.24 Other Specific Purpose Survey(s) (Not applicable to this project) 29.25 Boundary Survey(s) Map 29.26 Right of Way Monumentation Map 29.27 Title Search Map (Not applicable to this project) 29.28 Title Search Report (Not applicable to this project) 29.29 Legal Descriptions 29.30 Final Map/Plans Comparison The PSM will perform a comparison of the final right of way maps with the available construction plans to review the correctness of the type of parcel to be acquired and the stations/offsets to the required right of way. The PSM will coordinate with the EOR to resolve any conflicts or discrepancies and provide documentation of the review. 29.31 Field Reviews 29.32 Technical Meetings 29.33 Quality Assurance/Quality Control 29.34 Supervision 29.35 Coordination Packet Pg. 617  29.36 Supplemental Mapping (Not applicable to this project) 30 GEOTECHNICAL The CONSULTANT shall, for each project, be responsible for a complete geotechnical investigation. Work performed by the CONSULTANT shall be in accordance with COUNTY standards. The CONSULTANT shall notify the COUNTY in adequate time to schedule a representative to attend related meetings and field activities. CONSULTANT shall perform specialized field-testing as required by project needs. Testing and classification will be performed in accordance with applicable COUNTY standards, ASTM Standards or AASHTO Standards, unless otherwise specified in the Contract Documents. Standard Penetration Testing will be performed using an automatic hammer. 30.1 Document Collection and Review CONSULTANT will review printed literature including topographic maps, county agricultural maps, aerial photography (including historic photos), ground water resources, geology bulletins, potentiometric maps, pile driving records, historic construction records and other geotechnical related resources. Prior to field reconnaissance, CONSULTANT shall review U.S.G.S., S.C.S. and potentiometric maps, and identify areas with problematic soil and groundwater conditions. Roadway The CONSULTANT shall be responsible for coordination of geotechnical related fieldwork activities. The CONSULTANT shall retain samples until acceptance of Final plans. 30.2 Develop Detailed Boring Location Plan Develop a detailed boring location plan. Meet with COUNTY Geotechnical Project Manager for boring plan approval. If the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a methodology(s) for plugging the borehole to the COUNTY for approval prior to commencing with the boring program. 30.3 Stake Borings/Utility Clearance Stake borings and obtain utility clearance. 30.4 Coordinate and Develop MOT Plans for Field Investigation Packet Pg. 618  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. Packet Pg. 619 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. Packet Pg. 620   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