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<br />NO:S36 <br /> <br />-0'7720700~. . .14Tl2-n- '," ,- --- <br />~_ DAIJID PLUMMER' -&- '" - <br />"f~r~t '," '''~'Jii.fs)!';,F>F.''::':;';'::-:~~'''(\'''''''''''''''' ""'.... ASSC. ~'T305949 3.1-1'3' <br />. ~N~..:~...~i~:'~"~.':::'~.';';:";~..!.""'.~_....A.' <br /> <br /> <br />Glel3 <br /> <br />to the City Rall. This requires signalizalion of Sunny Isles Boulevard and adjustments to a majority <br />of the traflic movements to/from the private properties and tbe - City Hall site. Through traffic <br />on the Sunny Isles Boulevard would be stopped wbile vaiiCies entered and ailed the new main <br />driveway. This alternative would be compatible with the proposed southerly extension ofNonh Bay <br />Road. The prerened alternative from this project will be the basis for City pJ.anninll doclltDents such <br />as the City's Comprehensive Master plan. <br /> <br />The scope will be divided in two phases. Phase 1 will be for a temporary access to the proposed site. <br />Two driveway connections will be proposed in this ph.... No alteration or reconfiguration of the <br />existing traffic paUems would be proposed in this phase. Access to the site wiU be achieved using <br />th~ existiog inner and outer loops. Phase n will be to provide direct access to the site. The two <br />alternatives described above will be developed in phase U. There are nine separate tasks required <br />to complete the appropriate studies. These tasks are interrelated and must be undertaken <br />simultaneously. <br /> <br />Scope of Seni~ <br /> <br />v. <br /> <br />Phase I <br /> <br />Task 1 . Project Traffie Generation <br />Traffic generation for the project will be estimated using lrip generation rates front tbe Institute of <br />Transportation Engineers (ITE) Trip Generation ManWlI, 6th Edition. Trip generation calculations <br />will be performed for typical weekday AM and PM peak hours of the adjacent street and the site. <br />This calculation will establish the critical morning and afternoon hours. The critical hour volumes <br />will be refined by making the necessary adjustments to ",f1ect existing traffic volume levels as well <br />as pass-by traffic.lnfonnation from the Miami-Dade Transportation Model will then be used to <br />establish the project traffic dislribution and assignment to tbe site driveways during the typical <br />weekday AM and PM peak hours. The difference between existing and future driveway volumes will <br />also be estimated using ITE data. <br /> <br />v' <br /> <br />A review of the sile driveway locations will be conducted. The project access proposal will be <br />""",paren to roOf requirements. A letter-type traffic report and a drawing showing the conceptual <br /> <br />... "" <br />2 <br />