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(21-11-01) Professional Planning and Zoning Consulting Services including Civil and Traffic Engineering CCNA FINAL.doc
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CityClerk-Bids_RFP_RFQ
Project Name
Professional Planning and Zoning Consulting Services
Bid No. (xx-xx-xx)
21-11-01
Project Type (Bid, RFP, RFQ)
RFQ
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10 <br />SECTION D Project Approach and Understanding <br />RFQ # 21-11-01 PROFESSIONAL PLANNING AND ZONING CONSULTING SERVICES, CIVIL AND TRAFFIC ENGIEERING <br />staff to determine the types of traffic study(ies) required <br />for the proposed project, as well as the methodology for <br />each study. The methodology is defined based on the type <br />of land use proposed and the size of the development/ <br />redevelopment. There are standard key elements that are <br />included in a typical traffic study methodology, including <br />the following: <br />TRIP GENERATION - Trip generation calculations for a <br />proposed development are completed using the relevant <br />land use code for the submitted development application <br />per the Institute of Transportation Engineers' (ITE) Trip <br />Generation Manual, 10th Edition. A multimodal (public <br />transit, bicycle, and pedestrian) factor based on US Census <br />Means of Transportation to Work data is reviewed based <br />on the census tracts in the vicinity of the development to <br />decide whether to apply the site-generated trips for the <br />subject redevelopment. <br />STUDY AREA - A detailed list of intersections, including <br />proposed driveway connections and road segments, must <br />be identified by the applicant for inclusion in the study area. <br />DATA COLLECTION - A schedule, including identification <br />of peak hours, is defined for collecting data at the <br />intersections and road segments in the study area. The <br />methodology defines the peak period during which <br />manual turning movement counts will be collected. Traffic <br />should be counted on a normal weekday or weekend <br />day, as applicable. All traffic counts should be adjusted <br />to peak-season conditions using the appropriate Florida <br />Department of Transportation (FDOT) peak-season category <br />factor. Turning movement counts should be collected in <br />15-minute intervals during the identified peak period. <br />Turning movement counts are to include pedestrians and <br />bicyclists. Signal timing information is obtained from the <br />Miami-Dade County Traffic Engineering Division. During <br />abnormal traffic conditions, historical traffic data should be <br />used in lieu of new traffic counts, if there is a variance in <br />the traffic operations, such as during the current COVID-19 <br />pandemic, or a tropical storm/hurricane. <br />TRIP DISTRIBUTION - Trip distribution should be <br />determined based on the turning movements counts <br />and on an interpolated cardinal trip distribution for the <br />project site's traffic analysis zones (TAZs) obtained from <br />the current Miami-Dade County TPO’s SERPM model. The <br />trip distribution for the anticipated buildout year should be <br />interpolated from 2015 and 2045 data. <br />BACKGROUND GROWTH RATE - A background growth rate <br />should be calculated based on historic growth trends at <br />nearby Florida Department of Transportation (FDOT) traffic <br />count stations. The committed trips from approved but <br />unbuilt development projects should be included in the <br />analysis. The projects that have committed trips would be <br />provided by City staff. <br />CAPACITY ANALYSES - Capacity analyses should be <br />conducted during the identified AM and PM peak <br />hours at the study intersections. Intersection analyses <br />should be performed using Trafficware's Synchro 10.0 <br />traffic engineering analysis software, which applies the <br />Transportation Research Board's (TRB's), Highway Capacity <br />Manual (HCM), 2000, 2010, and 6th Edition methodologies. <br />The capacity analyses should be conducted for the following <br />scenarios: <br />● Existing Conditions <br />● Future Conditions without project <br />● Future Conditions with project <br />TRAFFIC STUDY/TECHNICAL MEMORANDUM - The traffic <br />impact analysis for the project should be summarized in a <br />technical memorandum to describe the study procedure, <br />key assumptions, traffic assignment methods, findings <br />and recommendations. Information should include the <br />intersection level-of-service, delay and 95th percentile <br />vehicle queue stacking, including existing turn-lane storage. <br />The document should include a summary of the existing <br />conditions of each adjacent roadway facility, including <br />the number of lanes, lane widths, presence of bicycle and <br />pedestrian infrastructure, posted speed limit, school zones, <br />etc. The document should include a narrative regarding <br />active transportation and other multimodal options. It <br />should identify if there are bicycle and pedestrian projects
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