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ORDINANCE 2007-033 EXHIBIT A rr analysis is be �rru'nuirr>d r, (� any development v� t e,ri,;e r') i� t:rcn:}:.��}+� � ��i�C-�Ej-1 fti-�-sins--will -rc�i�r�nE�-� o' l r- arra-a c�c�C''�i{p}prr`,�'%�c-}I�rc�.� c�t�@?cr-t,Hj CU"Cl.+-/ZLY"CiCYvt `'-L�[T,7- lI—I ll.rC lA—CT�CI. Zi >v C[R��t. , VLLli J 1J 41'["L'I'F'1',lsj Ik7%Vct Cl°.". • a Ilnrrl . -;nn m•onll r v� •n t�,� nn nIA rrnn 1N'N4 �n n s ��rv+ont �11ti3i1� n-cnc3Cal-tl=i�l ifi3E}k'tc�t�cnl-idea. �-di-dt'A-R d-ifl t-r�-alrccry-�vccrcrlr-o�-%111.1-ejer:new r„ig�,nt,�a �,.,d,,, „r,b1;6.,,,,,-16 d; r,,.,,,,r The traffic impact n. study will be the basis for identifying site -related improvements required by a project as well as for assessing consistency with adopted level of service standards. Specific requirements for the traffic impact an-aktwii-is str�dy are described below: Minimum requirements for the traffic impacts studv are described below: - All traffic impact an-alyses studies shall be performed by registered professional engineers who specialize in transportation engineering and/or by qualified professionals in the field of transportation planning who specialize in traffic impact a*al3�s studies. The study area boundary shall include all intersections within 1/2 8 miles of the project 4te as Well as Ry-inte-izis where the projects generated da4y peak hour traffic wc�ulti aecean loi -peg � t e+-lllvy4e ort -he existing-�s pi=ejeet l-rafl�ic, velli+r}es: (T?e nairrr,n' nn.,rv.rno rerun• larger strrr��r',OLMIElEffieS On n E!Se by case basis) c t 4 IZG'Tlil -11. 4 . . �n LL LJ or exceeds 8 trips on a 2-1ane road or 15 trips on a. 4 or more lane road. - Projected project traffic shall be based on the application of ITE trip rates (Trip Generation, Current Edition), Indian River County trip rates, or applicant derived/county approved trip rates for the proposed use(s) in the project. Trip distribution and assignment shall be based on one of the following techniques: a) Trip distributions based on studies of existing similar developments in proximity to the proposed site. b) Experienced judgement and knowledge of local condition. This method requires approval and concurrence from the county. C) A combination of "a" and "b" d) Special zip code analysis for a representative land use in proximity to the proposed site. e) FSUTMS travel model results including trip tables by trip purpose. f) Gravity model. Existing levels of service shall be calculated for all signalized and major unsignalized intersections within the study area for afternoon peak hours during the peak season. 4-44—pr��pr ea zl ,,�,,,E;; e;;t .,,,,, tui. 1,1 � a�.rn;� Will be Limited to the aRemoon peali hon Existing peak hours will be identified from traffic