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Home My WebLink About2007-033e ORDINANCE NO. 2007 - 033 AN ORDINANCE OF INDIAN RIVER COUNTY, FLORIDA, AMENDING THE TEXT OF THE TRANSPORTATION ELEMENT OF THE INDIAN RIVER COUNTY COMPREHENSIVE PLAN; AND PROVIDING SEVERABILITY AND EFFECTIVE DATE WHEREAS, the Board of County Commissioners adopted the Indian River County Comprehensive Plan on February 13, 1990, and WHEREAS, the county received comprehensive plan amendment applications during its January 2007 amendment submittal window, and WHEREAS, the Local Planning Agency held a public hearing on this comprehensive plan amendment request on April 12, 2007, after due public notice, and WHEREAS, the Local Planning Agency made a recommendation regarding this comprehensive plan amendment to the Board of County Commissioners, and WHEREAS, the Board of County Commissioners of Indian River County held a Transmittal Public Hearing on May 8, 2007, after advertising pursuant to F.S. 163.3184(15)(b)l and (c), and WHEREAS, the Board of County Commissioners approved the transmittal of this comprehensive plan amendment to the Florida Department of Community Affairs with a request for review, and WHEREAS, the Board of County Commissioners announced at the transmittal public hearing its intention to hold and advertise a final public hearing at the adoption stage of this plan amendment, and WHEREAS, the Florida Department of Community Affairs received this Comprehensive Plan Amendment on May 22, 2007, pursuant to F. S. 163.3184(4), and WHEREAS, the County received the Florida Department of Community Affairs Objections, Recommendations, and Comments report on July 23, 2007, and WHEREAS, the Florida Department of Community Affairs had no objections, recommendations, or comments concerning this amendment, and WHEREAS, the Board of County Commissioners of Indian River County held a 1 of 3 ORDINANCE NO. 2007 - 033 Comprehensive Plan Amendment Adoption Public Hearing on October 23, 2007, after advertising pursuant to F.S. 163.3184(15)(b); NOW, THEREFORE, BE IT ORDAINED by the Board of County Commissioners of Indian River County, Florida, that: SECTION 1. Comprehensive Plan Amendment Adoption and Transmittal The amendment to the Indian River County Comprehensive Plan identified in Section 2 is hereby adopted, and three (3) copies are directed to be transmitted to the State of Florida Department of Community Affairs and one (1) copy is directed to be transmitted to the Treasure Coast Regional Planning Council, SECTION 2. Amendments to the Comprehensive Plan Amend the Transportation Element by revising Policies 1.4 and 1.5 and addressing minor typographical errors in the Transportation Element as shown in Exhibit A. SECTION 3. Repeal of Conflicting Provisions All previous ordinances, resolutions, or motions of the Board of County Commissioners of Indian River County, Florida, which conflict with the provisions of this ordinance are hereby repealed to the extent of such conflict. SECTION 4. Severability It is declared to be the intent of the Board of County Commissioners that, if any provision of this ordinance or these Indian River County Comprehensive Plan Amendments is for any reason finally held invalid or unconstitutional by any court of competent jurisdiction, such provision shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining provisions. SECTION 5. Effective Date The effective date of this ordinance and, therefore, this plan amendment shall be the date a final order is issued by the Department of Community Affairs or Administration Commission finding the amendments in compliance with Section 163.3184(1)(b), Florida Statutes, whichever occurs earlier. If a final order of noncompliance is issued by the Administration Commission, these amendments may nevertheless be made effective by adoption at a public meeting after public notice of a resolution affirming their effective status, a copy of which resolution shall be sent to the 2 of3 ORDINANCE NO. 2007- 033 Florida Department of Community Affairs, Division of Resource Planning and Management, Plan Processing Team. This ordinance was advertised in the Press -Journal on the 8th day of October 2007, for a public hearing to ,be held on the 23rd day of October, 2007, at which time it was moved for adoption by Commissioner Davi s seconded by Commissioner Bowden , and adopted by the following vote: Gary C. Wheeler, Chairman Sandra L. Bowden, Vice Chairman Wesley S. Davis, Commissioner Peter D. O'Bryan, Commissioner Joseph E. Flescher, Commissioner BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY BY: 4a hw, ATTEST Acknowledgment l: 'D��►g, 2007 6 rl ;Z dC6 j u.l I I -Barton, Clerk Aye Aye Aye Ave 0 the Department of State of the State of Florida this �4 day of Acknowledgment from the Department of State received on this ae > day of SA 14 uAOLJ 2008, at 3 = on A -?&./P.M. and filed in the office of the Clerk of the Board of County Commissioners of Indian River County, Florida. APPROVED AS TO FORM AND LEGAL SUFFICIENCY 1 William G. Collins II, County Attorney AS TO PLANNING MATTERS o n 10 Robert M. Keating, AICP Community Development Director E Community Development\Users\LONG RANGG\CompPlan Amendments\2007 Jan\CPTA for MIFIP\CPTA Ordinance. doc 3 of 3 ORDINANCE 2007-033 EXHIBIT A POLICY 1.4: No development project shall be approved if the projected impacts of the project would serve to reduce service levels of any roadway on the traffic circulation system below the standards identified in Policy 1.1. Conditions applicable to this policy are as follows: Development project shall be defined as any activity which requires issuance of a development order. This includes: comprehensive plan amendment, rezonings, site plan approval, preliminary plat approval, preliminary PD approval, DRI development order approval, preliminary PD approval, DRI development order approval, and building permit approval for single family structures. ° Projected project traffic shall be based on the application of ITE trip rates (Trip Generation, 5+h 7"' Edition or subsequent editions), Indian River County trip rates, or applicant derived/county approved trip rates for the proposed use(s) to the project. Existing service level will be derived by using the peak hour/peak season/peak direction traffic volume ranges Volume shall be the sum of existing demand Ius committed demand. This is described in the concurrency management system component of the Capital Improvements Element. ° Capacity shall be calculated as specified in the state road category of the appropriate table in the most current version of Florida's Level of Service Handbook, using peak hour/peak season/peak direction default table assumptions. As an alternative, capacity may be determined by ART -PLAN analysis, HCM analysis, or speed delay studies. For capacity determination purposes, a roadway improvement may be considered to be in place and the capacity to be provided by the improvement may be counted as available if the referenced improvement is listed in the first five years of the county's adopted Seven Year Schedule of Capital Improvements (appendix A of the Capital Improvements Element) or in the first three years of the adopted Florida Department of Transportation five year work program, is scheduled to be under construction not more than three years after issuance of the project's first building permit, and where the county issues a development order for the project needing the improvement approving this allowance. If based on the above analysis the proposed development does not meet approval requirements, the developer may choose to conduct a more detailed traffic impact analysis as described in Policy 1.5. POLICY 1.5: The county, through its ' land development regulations, shall require submission of a traffic impact ana-l-ysis titud for all projects projected to generate/attract 1000 or more average daily trips, of 54 pewouf tFips• 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 ORDINANCE 2007-033 EXHIBIT A counts between 7:00 and 9:00 a.m., 11:30 a.m. and 1:30 p.m., and 4:00 and 6:00 p.m., using 15 -minute intervals. Counts not taken during the peak season shall be factored, based on county traffic counts in the project area, to represent peak season conditions. Level of service calculations shall be based on the Operational Analysis methodology described in the Wil) latest edition of the Highway Capacity Manual. - Future levels of service shall be calculated for the buildout date of the proposed project, as well as for any intermediate development phases. Conditions with and without the proposed development shall be evaluated and documented. Conditions with the development shall be based on a combined traffic volume of the projected peak hour/peak season traffic generated by the site and the projected peak hour/peak season background traffic. The background traffic shall be calculated based on one of the following methods: a) Increase the existing peak season traffic to the buildout date based on historical growth trends over a minimum of 5 years and a maximum of 10 years. Traffic generated by committed developments which would impact the study area shall also be included subject to appeal to reviewing agencies. b) Increase the existing peak season traffic to the buildout date based on an interpolation using traffic volumes projected by the county. The county reserves the right to require method "a" to be used if it feels traffic projections may be inaccurate due to recent changes in land use or roadway improvements. Roadway improvements which are committed and scheduled to be complete at or before the project buildout, or development phase, date may be included when calculating future levels of service. Roadway improvements which are necessary to maintain projected peak hour -peak season peak direction conditions at a level of service consistent with Policy LI shall be identified. ORDINANCE 2007-033 EXHIBIT A Comprehensive Plan Transportation Element Link ID On Street From Street To Street Length No. of Lanes Exist ROW Road Type Existing LOS Juris- diction Functional Class LOS Standard 1720 C.R.512 I-95 C.R. 510 3.00 2 100 U B CR COL D 1730 C.R. 512 C.R. 510 Roseland Rd 1.25 2 100 U 13 CR COL D 1740 C.R. 512 Roseland Rd Barber St 0.39 4 100 D B CR COL D 1741 C.R. 512 Barber St Fleming St 0.72 4 100 D C CR COL D 1742 C.R. 512 Fleming St Easy St 0.60 4 100 D C CR COL D 1743 C.R. 512 Easy St Delaware St 0.21 4 100 D C CR COL D 1750 C.R. 512 Delaware St U.S. 1 0.86 4 100 D C CR COL D 1805 C.R. 510 C.R. 512 87th St 1.73 2 80 U B CR COL D 1810 C.R. 510 87th St 66th Ave 2.51 2 80 U B CR COL D 1820 C.R. 510 66th Ave 58th Ave 1.00 2 80 U B CR COI_ D 1830 C.R. 510 58th Ave U.S. 1 0.50 2 80 U C CR COL D 1840 C.R. 510 U.S. 1 S.R. AIA 2.50 2 100 U B CR COL D 1905 S.R. 60 W. County Line C.R. 512 14.00 2 loo U A SR PA B 1907 S.R. 60 C.R. 512 98th Ave 6.52 2 100 U A SR PA B 1910 S.R. 60 98th Ave I-95 1.19 2 100 U B SR PA DI -3 1915 S.R. 60 1-95 82nd Ave 2.00 4 234 D B SR PA D 1920 S.R. 60 82nd Ave 66th Ave 2.00 4 136 D B SR PA D 1925 S.R. 60 66th Ave 58th Ave 1.00 6 100 D B SR PA D 1930 S.R. 60 58th Ave 43rd Ave 1.00 6 100 D B SR PA D 1935 S.R. 60 43rd Ave 27th Ave 1.00 6 100 D B SR PA D 1940 S.R. 60 27th Ave W. of 20th Ave 0.50 6 100 D C SR PA D 1945 S.R. 60 (EB) W. of 20th Ave Old Dixie Flwy 0.50 3 70 O D SR PA D 1950 S.R. 60 (EB) Old Dixie Hwy 10th Ave 0.30 3 70 O D SR PA D 1955 S.R. 60 (EB) 10th Ave U.S. 1 0.30 3 70 O D SR PA D 1960 S.R. 60 (EB) U.S. I W. of 6th Ave 0.50 3 70 O D SR PA D 1962 S.R. 60 W. of 6th Ave Indian River Blvd 0.34 4 140 D D SR MA D 1965 S.R. 60 Indian River Blvd ICWW 1.10 4 140 D D SR MA D 1970 S.R. 60 ICWW S.R. AIA 0.50 4 80 D C SR MA D 1975 S.R. 60 (WB) W. of 20th Ave Old Dixie Hwy 0.43 4 N/A O D SR PA D 1980 S.R. 60 (WB) Old Dixie Hwy 10th Ave 0.35 4 N/A O D SR PA D 1985 S.R. 60 (WB) 10th Ave U.S. 1 0.25 4 N/A O D SR PA D 1990 S.R. 60 (WB) U.S. 1 W. of 6th Ave 0.24 4 N/A O D SR PA D 2020 16th St 58th Ave 43rd Ave 1.00 2 50 U B CR MA D 2030 16th St 43rd Ave 27th Ave 1.00 2 50 U B CR MA D 2040 16th St 27th Ave 20th Ave 0.50 2 100 U B CR MA D Community Development Department Indian River County Comprehensive Plan ORDINANCE 2007-033 EXHIBIT A Transportation Element Link ID On Street From Street To Street Length No. of Lanes Road Type Juris- diction Functional Class LOS Exist ROW Needed ROW Improvements by 2030 2230 12th St 43rd Ave 27th Ave 1.00 2 U CR MA D 40 100 2240 12th St 27th Ave 20th Ave 0.50 2 U CR MA D 80 100 2250 12th St 20th Ave Old Dixie Hwy 1.00 2 U CR MA D 80 100 2260 12th St Old Dixie Hwy U.S. 1 0.50 4 U CR MA D 80 100 2270 12th St U.S. 1 IR Blvd. 0.62 4 U CR MA D 980 8100 verify 2305 Old Dixie Hwy S. County Line Oslo Rd 2.20 2 U CR COL D 35 80-100 2310 Old Dixie Hwy Oslo Rd 4th St 2.10 2 U CR MA D 35 80-100 2315 Old Dixie Hwy 4th St 8th St 0.50 2 U CR MA D 60 80-100 2320 Old Dixie Hwy 8th St 12th St 0.50 2 U CR MA D 60 8&100 2325 Old Dixie Hwy 12th St S. VB City L 0.30 2 U CR MA D 60 80-100 2330 Old Dixie Hwy S. VB City L 16th St 0.50 2 U CR MA D 60 80-100 2335 Old Dixie Hwy 16th St S.R. 60 0.50 2 U CR MA D 60 80-100 2340 Old Dixie Hwy U.S. 1 41 st Ave 0.35 2 U CR MA D 960 8100 2345 Old Dixie Hwy 41st St 45th St 0.52 2 U CR COL D 60 80-100 2350 Old Dixie Hwy 45th St 49th St 0.50 2 U CR COL D 60 8&100 2355 Old Dixie Hwy 49th St 65th St 2.00 2 U CR COL D 60 80-100 2360 Old Dixie Hwy 65th St 69th St 0.50 2 U CR COL D 60 80-100 2365 Old Dixie Hwy 69th St C.R. 510 2.50 2 U CR COL D 60 80-100 2410 27th Ave S. County Line Oslo Rd 2.00 2 U CR COL D 50 80 Add 2 Lanes 2420 27th Ave Oslo Rd 4th St 2.00 2 U CR MA D 80 80 Add 2 Lanes 2430 27th Ave 4th St 8th St 0.50 2 U CR MA D 80 80 Add 2 Lanes 2440 27th Ave 8th St 12th St 0.50 2 U CR MA D 80 80 Add 2 Lancs 2450 27th Ave 12th St S. VB City L 0.30 2 U CR MA D 80 80 Add 2 Lanes 2460 27th Ave S. VB City L 16th St 0.40 2 U CR MA D 80 80 Add 2 Lanes 2470 27th Ave 16th St S.R. 60 0.50 2 U CR MA D 80 80 Add 2 Lanes 2480 27th Ave S.R. 60 Atlantic Blvd 0.30 2 U CR MA D 80 2510 27th Ave Atlantic Blvd- Aviation Blvd 0.30 2 U CR MA D 80 2520 Oslo Rd 1-95 82nd Avenue 0.23 2 U CR COL D 60 174 Add 2 Lanes 2530 Oslo Rd 82nd Ave 58th Ave 2.00 2 U CR COL D 60 174 Add 2 Lanes 2540 Oslo Rd 58th Ave 43rd Ave 1.00 2 U CR COL D 60 174 Add 2 Lanes 2550 Oslo Rd 43rd Ave 27th Ave 1.00 2 U CR COL D 60 174 Add 2 Lanes 2560 Oslo Rd 27th Ave 20th Ave 0.50 2 U CR MA D 30 162 Add 2 Lanes 2570 Oslo Rd 20th Ave Old Dixie Hwy 2.00 2 U CR MA D 30 162 Add 2 Lanes 2580 Oslo Rd Old Dixie Hwy U.S. 1 0.30 4 D CR MA D 30 130 2610 6th Ave 12th St 17th St 0.64 2 U CR MA D 60 80 2615 6th Ave T 17th St S. VB City L 0.13 2 U CR MA D 60 80 Community Development Department Indian River County