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Home My WebLink About2004 05 10 Consent 202 /, ... / COMMISSION AGENDA ITEM 202 CONSENT X INFORMATIONAL PUBLIC HEARING REGULAR May 10, 2004 Meeting V' MGR f /DEPT /~ Authorization REQUEST: Public Works Department Requesting the City Commission Adopt the Right Turn Deceleration Lane Prioritization Table PURPOSE: The purpose of this Board item is to request the City Commission adopt the Right Turn Deceleration Lane Prioritization Table to be incorporated as part of the Deceleration Lane Study. CONSIDERATIONS: The City Commission adopted the right turn deceleration lane study on April 12, 2004 with the request to combine the two different sections of SR 434 into a single prioritization table for comparison purposes. Professional Engineering Consultants (PEC) utilized the percent to which the existing turning movement counts exceed the threshold as the parameter for prioritization. The combined table lists the following priority from highest to lowest; Vistawilla Drive, Hayes Road, Winding Hollow Boulevard, Tuscora Drive, Moss Road, and Courtney Springs Apartments. RECOMMENDATION: It is recommended that the City Commission adopt the combined Right Turn Deceleration Lane Table as a supplement to the report. IMPLEMENTATION SCHEDULE: Hayes Road and Moss Road are currently under review to determine what changes can be incorporated into the SR 434 Improvement Project. .' Regular Agenda Item 505 Apri112,2004 Page 2 STATE ROAD 434 RIGHT-TURN DECELERATION LANE MATRIX (COMBINED TABLE) FROM WESTERLY CITY LIMIT TO STATE ROAD 417 Location P.M. Peak SR 434 Threshold Warranted % Above Priority Hour Right- Posted Speed (VPH) Threshold Turn Limit (MPH) Volume (VPH) Fountaintree Drive Westbound 57 45 110 NO N/A Sheoah Blvd Westbound 68 45 110 NO N/A Edgemon A venue Eastbound 80 45 110 NO N/A Edgemon Avenue Westbound 29 45 110 NO N/A Moss Road Eastbound 113 45 110 YES 2.7% 5 Moss Road Westbound 23 45 110 NO N/A Costa Rica Drive Eastbound 7 45 110 NO N/A Hacienda Drive Eastbound 23 45 110 NO N/A Hayes Road Eastbound 245 45 110 YES 122.7% 2 Stone Gable Circle Eastbound 11 50 40 NO N/A Winding Hollow Blvd. Eastbound 88 50 40 YES 120.0% 3 Apache Trail Eastbound 9 50 40 NO N/A Tuscora Drive Eastbound 53 50 40 YES 32.5% 4 Creeks Run Way Eastbound 20 50 40 NO N/A Courtney Springs Apts Eastbound 41 50 40 YES 2.5% 6 Vistawilla Drive Eastbound 121 50 40 YES 202.5% 1 Spring Avenue Westbound 14 50 40 NO N/A COMMISSION ACTION: COMMISSION AGENDA ITEM 203 CONSENT INFORMATIONAL PUBLIC HEARING REGULAR x May 10, 2004 Meeting MGR IDEPT /~ Authorization REQUEST: Public Works Department Requesting Authorization to Piggyback ofT of the Seminole County contract for the Winter Springs Boulevard Preliminary Engineering Study and Pavement Evaluation Report PURPOSE: The purpose of this Board item is to request authorization to Piggyback off of Seminole County contract (PS-590-01/BJC) for the Winter Springs Boulevard Preliminary Engineering Study and Pavement Evaluation Report with PEe, Inc. at a cost of$45,697.80. CONSIDERA TIONS: This work is needed to evaluate and subsequently budget for the reconstruction of Winter Springs Boulevard. Limits of the study will be Winter Springs Boulevard from Tuskawilla Road to the eastern City limits, a distance of three miles. Many sections of this road are rapidly deteriorating including the asphalt, road base and underdrains. The study will evaluate possible causes for pavement distress and propose remedial solutions to repair the pavement. The remedial solutions may consist of milling/resurfacing to total reconstruction to extend the service life of the road. Once the Preliminary Study is complete, final construction plans can be prepared although that is not part of this authorization. We are proposing to piggyback off of Seminole County's Minor Roadway contract (PS-590-01/BJC) with PEC, Inc. of Orlando. The scope of work includes thirty auger borings, thirty pavement cores, ten piezometers, geotechnical report, three sets of traffic counts, cost estimates and preparation and presentation of the final report. May 10, 2004 Consent Agenda Item 203 Page 2 FUNDING: The funding source for the design cost of$45,697.80 is from Road Improvement Fund Winter Springs Boulevard Reconstruction Project Account (115-65000-30020) which is primarily funded from the One Cent Sales Tax. The funds for this project will be expended over the next 180 days. RECOMMENDA TION: It is recommended that authorization be given to Piggyback off of Seminole County contract (PS-590-0l/BJC) for the Winter Springs Boulevard Preliminary Engineering Study and Pavement Evaluation Report with PEC, Inc. at a cost of $45,697.80 payable from the Winter Springs Boulevard project account of the Road Improvement Fund - (115-65000-30020). IMPLEMENTATION SCHEDULE: The scope of services will be completed within 180 days of approval in order to measure the groundwater impact on the road throughout the summer rainy season. ATTACHMENTS: 1. PEC Inc. Proposal COMMISSION ACTION: A TT ACHMENT NO. 1 ; PEe PROFESSIONAL ENGINEERING CONSUL TANTS, INC. ebruary 2, 2004 r. Kipton Lockcuff, P,E. ublic Works DirectorlUtilities Engineer City of Winter Springs ll26 E. State Road 434 inter Springs, Florida 32708 P-4032 MK-03 Winter Springs Boulevard Preliminary Engineering Study and Pavement Evaluation Report ear Mr. Lockcuff: rofessional Engineering Consultants, Inc. (PEC) is pleased to present this proposal for professional engineering services for the Winter Springs Boulevard Preliminary ngineering Study and Pavement Evaluation Report (phase 1). The project limits are form Tuskawilla Road to the City limits for an approximate length of three (3) miles. The terms of tl)is proposal are consistent with our continuous Seminole County Minor oadway and MSBU Design contract (pS-590-01/BJC) terms and conditions, including hourly rates. The study will evaluate possible causes for pavement distress and propose remedial solutions to repair the pavement. The remedial solutions may consist of milling/resurfacing to total reconstruction in order to extend the service life of this roadway by ten (10) years. Once this Preliminary Engineering Study is completed, final construction plans (phase 2) will be prepared based on the recommendation of the Study. This proposal does not include phase 2 of the project. The existing typical section consists of2-lane urban divided section with a raised grassed median. It also includes bike lanes and sidewalks. Based on our visual observations, the pavement appears to range from fair to poor condition along the alignment. The project will be divided into three (3) segments as follows: Segment I:. From Tuskawilla Road to Northern Way (0.50 mile) Segment 2: From Northern Way to Bridge over Howell Creek (1.0 mile) Segment 3: From Bridge over Howell Creek to City limit (I. 5 miles) engineers planners surveyors "Engineering Our Community" 200 East Robinson Street. Suite 1560. Orlando, Florida 32801 · 407/422-8062. FAX 407/849-9401 Mr. Kipton Lockcuff February 2, 2004 Page 2 SCOPE OF SERVICES I. Stake boring locations and notify utility companies to help avoid any underground utilities at the site. 2. Perform thirty (30) auger borings to an average depth of 5 feet along the alignment. 3. Obtain up to thirty (30) pavement cores of the existing pavement section. 4. Install ten (10) piezometers to a depth of5 feet along the alignment. 5. Perform visual classification and required laboratory testing of the soil samples obtained from the borings. Laboratory testing may include grain size and/or Atterberg limit analysis to verify visual classification of soil types. 6. Prepare a geotechnical engineering report addressing existing field conditions, exploration, testing, sampling methods, subsurface soil conditions encountered and soil classification, depth of groundwater at the time of the exploration and estimated seasonal high groundwater levels, and a discussion of causes of the observed pavement distress and repair options. 7. Collect traffic data along the roadway. This includes three (3) 24-hour machine counts and three (3) classification counts. 8. Conduct field investigations and collect data. 9. Evaluate the need for remedies at localized drainage ponding areas within this roadway. 10. Coordinate with pavement contractors for suggested remedies. II. Conduct pavement analysis and develop alternatives matrix. 12. Review the City's Land Development Codes with respect to pavement design. Make recommendations to the City for any Code modifications or update. 13. Prepare the study report and preliminary plans. 14. Provide probable cost estimates for the different alternatives. Mr. Kipton Lockcuff February 2,2004 Page 3 SCHEDULE A one hundred twenty (120) day schedule is anticipated to complete phase 1 (Preliminary Engineering Study) of this project. PROFESSIONAL FEES Preliminary Engineering Study and Pavement Evaluation Report.. .$45,697.80 The attached sheet provides a breakdown of the manhours and fees. We appreciate the opportunity to submit this proposal and look forward to working with you. If you have any question, please contact me. Very truly yours, PROFESSIONAL ENGINEERING CONSULTANTS, INC> Furt: ::~if Transportation Division Manager / Associate Principal Attachment Copy: MK-03 G/clericallhighway/peclmk-03 p4032p. word ..' City of Winter Springs Winter Springs Boulevard - From Tuskawilla Road to Winter Springs City Limits Seminole County, Florida Phase I PEe Manhour and Fee Estimate Field Investigation/Data 8 32 32 8 80 $5,472.80 Collection Analysis/Alterative Matrix 8 48 24 8 88 $6,128.80 Preliminary Engineering 24 64 80 16 184 $12,696.00 Report/Plans Cost Estimates 8 8 24 8 48 Quality Control 8 8 0 0 16 Traffic Data Collection $750.00 $14,899.00 $1,200.00 Geotechnical Investigation Sub Direct Reimbursables 3 :\clericaI\H I G HW A y\P E elM K-03\P-4032.wpd I