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Agenda 06/12/2012 Item #16A276/1212012 Item EXECUTIVE SUMMARY Recommendation to adopt a Resolution authorizing a speed limit increase from forty -five miles per hour (45 mph) to fifty miles per hour (50 mph) on Oil Well Road from one -half mile west of Oil Well Grade Road to one -half mile east of Ave Maria Boulevard, County Project No. 60044, approve reducing the roadway from six -lane striped section to a four -lane striped section. OBJECTIVE: To obtain approval from the Board of County Commissioners (BCC) to set the speed limit on a recently to be completed parrtion of Oil Well Road. CONSIDERATIONS: The Collier County Growth Management Division will soon be completing the multi - laning of Oil Well Road between Oil Well Grade Road and Ave Maria Boulevard. The project, as per County Project No. 60044 was designed and built as an urban cross - section with curb and gutter, which by standards limits the posted speed limit to 45 mph. The roadway is located within the rural area of the county and it is anticipated that the operating speed will be in excess of 45 mph. Safe vehicle operation on roadways is a factor of alignment, travel way width, clear recovery zone, and use of curb and gutter. An evaluation was completed on the roadway to determine if factors affecting the safe operational speed can be modified so that the posted speed limit can be raised. The engineering and traffic investigation found that the speed limit could be increased to 50 mph if the pavement markings are installed to reduce the roadway from a six -lane striped section to a four -lane striped section. When traffic volumes increase to require 6 lanes, the striping can be modified from 4 lanes back to 6 lanes. Upon completing an engineering and traffic investigation, Florida Statutes Section 316.189 provides that the Board of County Commissioners may set speed zones after the investigation determines such a change is reasonable and in conformity to criteria promulgated by the Florida Department of Transportation (FDOT). The completed engineering and traffic investigation found that an increased speed limit of 50 mph on the designated modified four -lane section of Oil Well Road from one -half mile west of Oil Well Grade Road to one -half mile east of Ave Maria Boulevard is warranted; and that the change is reasonable and in general conformity with the defined criteria. FISCAL IMPACT: None. The necessary speed limit signs and the pavement markings are part of the project construction cost. GROWTH MANAGEMENT IMPACT: This Resolution is consistent with the County's Growth Management Plan. LEGAL CONSIDERATIONS: This item has been reviewed and approved by the County Attorney's Office, is legally sufficient for Board action and only requires a majority vote for approval —SRT. RECOMMENDATION: That the Board of County Commissioners of Collier County, Florida approve the Resolution to grant a Design Variance to allow the speed limit to be established at 50 mph on Oil Well Road from one -half mile west of Oil Well Grade Road to one -half mile east of Ave Maria Boulevard, approve reducing the roadway from six -lane striped section to four -lane striped section, authorize the Chairman to execute the Resolution, and authorize staff to erect the appropriate traffic control signs. Prepared by: Anthony Khawaja, PE – Traffic Operations, Growth Management Division Attachments: (1) Resolution, (2) Design Variance Recommendation Packet Page -1470- 6/12/2012 Item 16.k..2_ . COLLIER COUNTY Board of County Commissioners Item Number: 16.A.27. Item Summary: Recommendation to adopt a Resolution authorizing a speed limit increase from forty -five miles per hour (45 mph) to fifty miles per hour (50 mph) on Oil Well Road from one -half mile west of Oil Well Grade Road to one -half mile east of Ave Maria Boulevard, County Project No. 60044, approve reducing the roadway from six -lane striped section to a four -lane striped section. Meeting Date: 6/12/2012 Prepared By Name: BetancurNatali Title: Executive Secretary,Transportation Engineering & C 6/4/2012 4:01:19 PM Submitted by Title: Project Manager, Principal,Transportation Engineering & Construction Management Name: CalvertEugene 6/4/2012 4:01:21 PM Approved By Name: ShueGene Date: 6/4/2012 4:24:44 PM Name: AhmadJay Title: Director - Transportation Engineering,Transportation Engineering & Construction Management Date: 6/5/2012 7:33:02 AM Name: BetancurNatali Title: Executive Secretary,Transportation Engineering & C Date: 6/5/2012 8:22:33 AM Name: TaylorLisa Title: Management /Budget Analyst,Transportation Administr Date: 6/5/2012 9:13:17 AM Packet Page -1471- 6/12/2012 Item 16.,- Name: BetancurNatali Title: Executive Secretary,Transportation Engineering & C Date: 6/5/2012 9:55:05 AM Name: KhawajaAnthony Title: Engineer - Traffic Operations,Transportation Engineering & Construction Management Date: 6/5/2012 10:01:38 AM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 6/5/2012 10:30:53 AM Name: TeachScott Title: Deputy County Attomey,County Attorney Date: 6/6/2012 8:29:28 AM Name: KlatzkowJeff Title: County Attorney Date: 6/6/2012 9:10:42 AM Name: FinnEd Title: Senior Budget Analyst, OMB Date: 6/6/2012 9:56:27 AM Name: OchsLeo Title: County Manager Date: 6/6/2012 11:25:24 AM Packet Page -1472- 6!12/2012 Item 1E..4,.'_'_7 Engineering and Traffic Investigation Oil Well Road (CR 858) From Oil Well Grade Road to Ave Maria Boulevard Roadway characteristics: The study section is a newly constructed urban cross - section divided roadway of six lanes from one -half mile west of Oil Well Grade Road to one -half mile east of Ave Maria Boulevard. Other than curb and gutter and clear recovery zone on the south side of the roadway, the design speed for the roadway was 50 mph. The segment is a straight 4.1 miles segment currently rural in nature, with no traffic signals and few intersecting roadways. Oil Well Road (Cr 858) is an east -west corridor connecting Immokalee Road (CR 846) on the west to SR -29 on the east. On the eastern end of this study segment, access is provided to the community of Ave Maria at Ave Maria Boulevard. Oil Well Road reduces to a two lane roadway at the west end of this segment. Traffic volumes: The average 2011 ADT traffic counts for Oil Well Road, east of Everglades Boulevard was 2,141 vehicles per day. The roadway was designed for a 2028 traffic volume of 65,000 ADT. Current traffic volumes do not warrant a six -lane roadway. Design considerations -" This 4.1 mile roadway traverses through critical wet lands and wildlife habitat. The design of the six -lane roadway typically includes six 12 -foot wide lanes, a 4 -foot wide bike lane on both sides of the roadway, a 12 -foot wide pathway on the north side and a 30- foot wide median. To minimize the required right -of -way and to facilitate drainage, Type F curb and gutter was used. To adequately elevate the roadway, relatively steep embankments were also utilized. The steep embankment along the south side of the six -lane roadway minimizes the clear. recovery zone to a maximum of 12 feet. Due to the use of curb and gutter, and the minimal clear recovery zone on the south side of the roadway, the design speed for the improvements is 45 mph. All other design criteria including alignment, sight distance, turn lane length and other criteria meet the requirements for a 50 mph design speed Recommendation: The prevailing vehicular speed on this 6 -lane roadway is anticipated to be in excess 50 mph due to the straight alignment and minimal traffic volumes. However, to post the speed limit higher than 45 mph would violate the current design speed for .the roadway. An alternative to meet the clear recovery zone standards for a 50 mph roadway is to stripe out the outside lane to provide an adequate clear recovery zone. The six -lane cross section could be preserved but the use of the outside lane restricted as a shoulder until such time as traffic volumes warrant a six -lane section. When the six -lane is warranted, the outside lane could be Packet Page -1473- 6/12/2012 Item restriped as a travel lane. At that point in time, the speed limit would then have to be reduced to 45 mph due to the restricted clear recovery zone. In consideration that if the outside lane is stripped out and used as a shoulder, then there would be no obstacles within what would be the clear recovery zone, it is recommended that a Design Variance be attained for increasing the speed limit above the 45 mph dictated by curbing standards and set the speed limit at 50 mph. Approved Anthony Khaw�a, P.E. Collier County Traffic 1 Date: 7 _r 4 Packet Page -1474- 6/12/2012 Item 1 S.4,..27. Collier County Growth Management Division Roadway Design Variance Roadway: Oil Well Road — County Project 60044 Segment: Oil Well Grade Road to Ave Maria Boulevard Subject Feature: Curb and gutter Requested Variance: To increase the posted speed to greater than 45 mph Reason for variance request: This roadway segment was designed as an urban cross - section with curb and gutter, as per County Project No. 60044. By normal standards as set forth in the Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (Florida Green Book) the use of curbing requires that the posted speed limit be no more than 45 mph. However, by reducing the six -lane design section to a four -lane section, all other features on the roadway comply with a Design Speed of 50 mph. Roadway design criteria: Segment 4 of Oil Well Road from one -half mile west of Oil Well Grade Road to one -half mile east of Ave Maria Boulevard was designed as a six -lane divided roadway with a 30 -foot wide median and curb and gutter along the outside lane and along the median. The curb and gutter was .used to minimize the necessary right -of -way width. This 4.1 mile roadwa�;traverses through critical wet lands and wildlife habitat. To further minimize the required right -of -way, relatively steep embankments were utilized to adequately elevate the roadway. The steep embankment along the south side of the six -lane roadway minimizes the clear recovery zone to a maximum of 12 feet. By striping out the outside lane with pavement markings, thereby converting the outside lane to a shoulder, the six -lane roadway will be reduced to a four -lane roadway and it will increase the clear recovery zone to meet the requirements for 50 mph design speed. All other elements of the roadway (e.g. alignment, sight distance, turn lane length, etc.) meet the requirements fora 50 mph design speed. A variance is required from the normal limit of 45 mph due to the use of curbing,. Adverse effect of variance if approved: The variance of a higher speed limit would limit the safety factor afforded by a lower speed limit and increase the safety risk of an errant vehicle hitting the curb and possibly losing control of their vehicle. The degree of safety actually lost is hard to quantify, as FDOT considers Type F curbing as mountable. However, it does create a situation in which a normal 50 mph clear recovery zone must be maintained in the median and along the roadside. Preservation of the clear recovery zone will prohibit re- establishment of a six -lane roadway,` prohibit the installation of any roadside obstacles and non - frangible poles, as well as limit the size and types of plants and trees that can be utilized for landscaping in the median and along the roadside. Packet Page -1475- 6/12/2012 Item 16.4-21- If the traffic volumes increase to warrant a six -lane roadway, the pavement markings can be modified and the six lane section can be re- established at minimal cost. However, when the six - lane section is established, the speed limit will have to be reduced to 45 mph. Benefits of variance if approved: The segment's speed limit being raised to 50 mph will allow for the majority of traffic to'travel at speeds of closer proximity to the prevailing traffic speed, thereby reducing the amount of weaving, passing, and overtaking. Keeping motorists traveling in the same direction at approximately the same speed is a well known method of providing vehicular safety and the basis for the use of divided multi -lane roadways. Recommended action on the requested variance: Approved () Disapproved, ®} Approved () Disapproved Date- c %"Iz.. ,�,,'., �,,� � f °: _Date Jay Ahmad, PS Anthony Khawaja, P.E. Director, Transportation Engineering County Traffic Engineer] " And Construction Management Packet Page -1476- 6/1212612 Iten -, 16.A..? I . RESOLUTION NO. 2012 - A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AUTHORIZING A SPEED LIMIT INCREASE FROM FORTY - FIVE MILES PER HOUR (45 MPH) TO FIFTY MILES PER HOUR (50 MPH) ON OIL WELL ROAD FROM ONE -HALF MILE WEST OF OIL WELL GRADE ROAD TO ONE - HALF MILE EAST "OF AVE MARIA BOULEVARD. WHEREAS, Chapter 316, Florida Statutes, permits the Board of County Commissioners (BCC) to alter established speed limits on roads under its jurisdiction; and WHEREAS, Oil Well Road falls under the jurisdiction of the BCC; and WHEREAS, in accordance with Section 316, Florida Statutes, the BCC may alter such existing speed limits as may be appropriate upon the basis of an engineering and traffic investigation; and WHEREAS, the subject section of Oil Well Road meets the criteria for a Design Speed of 50 mph other than the roadway curbing and clear recovery zone on the south side of the roadway, which would ordinarily limit the speed limit to forty -five (45) miles per hour; and WHEREAS, the County's Director of Transportation Engineering and Construction Management and the Collier County Traffic Engineer have both approved a recommendation to grant a Design Variance to increase the posted speed to greater than forty -five (45) miles per hour; and WHEREAS, the results of such engineering and traffic investigations determined that the increased speed limit is reasonable and safe under the condition that the outside travel lane be striped out and used as a shoulder and the increase speed limit conforms to criteria promulgated by the Florida Department of Transportation and Collier County. Packet Page -1477- 6/12/2012 Item 1...� NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: 1. The BCC does hereby grant the requested Design Variance and establish a 50 miles per hour (50 mph), speed limit on Oil Well Road from one -half mile west of Oil Well Grade Road to one -half mile east of Ave Maria Boulevard and does hereby direct the Growth Management Division to complete the necessary improvements thereon including striping out the outside lanes to be used as shoulders and to erect appropriate speed limit signs giving notice thereof. 2. The Clerk shall forward a copy of this Resolution to the Collier County Sheriff's Office for proper enforcement of the established speed limits for Oil Well Road within the designated segments. 3. The effective date of the speed limit increase shall be after written notification to the Sheriffs Office and upon posting of the appropriate signage. This resolution adopted after motion, second, and majority vote favoring same this 12th day of June, 2012. ATTEST: DWIGHT E. BROCK, Clerk M Deputy Clerk BOARD OF COUNTY COMMISSIONERS, COLLIER COUNTY, FLORIDA. By: Fred W. Coyle, Chairman Approved as to form and legas`ufficiency By: sf' Scott R. Teach,' Deputy County Attorney ! 2 Packet Page -1478-