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DISTRICT SEVEN HIGHWAY LANDSCAPE REIMBURSEMENT AND MAINTENANCE MEMORANDUM OF AGREEMENTSee{ `,an .. /5 5,e. 6a Nl f Ur - / 225* DISTRICT SEVEN HIGHWAY LANDSCAPE REIMBURSEMENT AND MAINTENANCE MEMORANDUM OF AGREEMENT THIS AGREEMENT, made and entered into as of the 13TH day of M 200, by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, a component agency of the State of Florida, hereinafter called the "Department" and the CITY OF CL,EARWATER, a municipal corporation of the State of Florida, existing under the I.,aws of Florida, hereinafter called the "City ". WITNES SETH WHEREAS, the Department owns State Road 60 (Memorial Causeway) right- of-way consisting of road improvements and grassed areas abutting thereon located between 770 feet west of the Memorial Causeway Bridge and the Clearwater Harbor Channel in Pinellas County, Florida (the "Project Highway "); and WHEREAS, the City seeks to beautify the Project Highway by the installation of landscape improvements which would enhance its aesthetic quality; and WHEREAS, under FP# 403730- 1- 54 -01, the Department has allocated funds for such improvements and is authorized pursuant to Section 334.044, Florida Statutes, to reimburse the City for eligible expenditures; and WHEREAS, upon installation of such improvements, the City has agreed to maintain those improvements in accordance with the provisions below; and WHEREAS, the Department is authorized pursuant to Section 335.055, Florida Statutes to enter into contracts with counties and municipalities to perform routine maintenance work on. the State highway System within the appropriate boundaries; and WHEREAS, the City has authorized its officers to execute this Agreement on its behalf, NOW THEREFORE, for and in consideration of the mutual benefits that flow each to the other, the parties covenant and agree as follows: 1. SUBMITTALS a. The City shall produce plans for and install landscape improvements on those areas of the Project Highway as depicted in the Plans and Specifications to be attached hereto and incorporated herein as Exhibit "A ". All work conducted in connection with plans production and installation of improvements shall hereinafter be referred to as the "Project ". b. Not later than one hundred twenty calendar days following the execution of this Agreement or receipt of federal authorization, the City shall submit to the Department five copies of the landscape plans and specifications including a project maintenance plan sheet, and two copies of the following attachments: the project schedule, letters of no conflict from all utilities within the project limits, and a project cost estimate. If the City desires to work closer than fifteen feet to the edge of pavement or close a traffic lane, maintenance of traffic plan sheets must be included in the plan set. Within three weeks of the receipt of review comments by the Department, the City shall revise all documents required herein in accordance with the Department's comments and submit two copies of the revised documents for the Department's written approval. Within one week of receipt of Department approval, the City shall submit five copies of the approved Plans and Specifications to the Department. Failure of the City to submit any of the required documents within the time periods herein may be cause for termination of this Agreement. c. If any of the submittals of the City pursuant to Paragraph 1.b. are rejected by the Department and returned to the City for revisions or changes, such documents must be approved and resubmitted to the Department not later than one hundred eighty calendar days following the execution of this Agreement or receipt of federal authorization. If such documents are not resubmitted as approved by this date, the Department may terminate this Agreement, including its obligation to reimburse any monies expended for the Project except for those approved expenditures for design of the project. d. All notices, demands, requests or other instruments shall be given by depositing the same in the U.S. Mail, postage prepaid, registered or certified with return receipt requested. (1) If to the Department, address to District Landscape Architect, at Florida Department of Transportation, MS 7 -1200, 11201 N. McKinley Drive, Tampa, Florida 33612 -6456 or at such other address as the Department may from time to time designate by written notice to the City; and (2) If to the City address to Michael D. Quillen, P.E., Engineering Director, City of Clearwater, Post Office Box 4748, Clearwater, Florida 33758 -4748 or at such other address as the City from time to time designates by written notice to the Department. All time limits provided hereunder shall run from the date of receipt of all such notices, demands, requests and other instruments. 2. INSTALLATION a. The City shall not commence Project installation until the Department has issued a Notice to Proceed with Construction. Said Notice shall contain the project completion date. The City shall notify the District Landscape Architect (DLA) and the Area Maintenance Engineer forty -eight hours prior to commencing work on the Project site. b. If the City desires to position vehicles, equipment, or personnel, or to perform maintenance activities closer than fifteen feet to the edge of pavement, or to close a traffic lane, Maintenance of Traffic shall be in accordance with the Project plans and all Departmental Maintenance of Traffic Regulations. The City shall have Maintenance of Traffic certified 2 of 10 personnel supervise the set up and operation of such Maintenance of Traffic devices at the site of the construction or maintenance activity. c. In the event that any portion of the Project is at any time determined by the Department to not be in conformance with all applicable laws, rules, procedures and guidelines of the Department, or is determined to be interfering with the safe and efficient operation of any transportation facility, or is otherwise determined to present a danger to public health, safety, or welfare, said portion shall be immediately brought into departmental compliance at the sole cost and expense of the City. d. If the City fails to complete the installation of the Project by the completion date set forth in the Notice to Proceed or abandons the Project, the Department shall provide the City with written notice of its intent to terminate this Agreement unless the condition resulting in such notice is corrected. If the City fails to respond or take corrective action within the prescribed time period set forth in the notice, the Department may terminate the Agreement as provided for in paragraph 6.a (I), including its obligation to reimburse any monies expended for the Project except for those portions of the Project already completed by the City and accepted by the Department. e. Upon certification of completion by the City, inspection, and conditional approval of the Project in writing by the Department's Landscape Architect, the Project shall be subject to a ninety calendar -day establishment period. 3. BILLING and PAYMENT a. Upon completion of the ninety calendar -day establishment period and approval of the Project installation by the Department, the City shall, within one hundred eighty calendar days, furnish the Department with four signed originals of its final and complete billing of all eligible costs incurred in connection with the Project. Bills for fees or other compensation for services or expenses shall be submitted in detail sufficient for a proper pre -audit and post -audit thereof. The invoice shall show the description and site of the Project; the date on which the first work was performed or the date on which the earliest billed expense was incurred; the date on which the last work was performed or the last item of billed expense was incurred; and the location where records and accounts billed can be audited. b. The Department shall reimburse the City in an amount not to exceed $ 150,000 Dollars and No Cents for all eligible expenditures for the professional design, purchase, installation, and establishment of plant material as identified in Exhibit "A ". Reimbursement for design expenditures shall not exceed ten percent of the total reimbursement amount. The Department's obligation to reimburse the City shall be subject to: (I) legislative approval of the Department's appropriation request for the work program year in which the Project is scheduled to be committed; (2) the City's installation of the Project in accordance with the approved documents; and (3) Department approval of the Project. c. A Vendor Ombudsman has been established within the Department of Banking and Finance. The duties of this individual include acting as an advocate for contractors /vendors who 3 of 10 may be experiencing problems in obtaining timely payment(s) from a state agency. The Vendor Ombudsman may be contacted at (904) 488 -2924 or by calling the State Comptroller's Hotline, 1 -800- 843 -3792. The interest penalty for delay in payment shall be in accordance with Section 215.422(3)(b), Florida Statutes. d. Records of costs incurred under terms of this Agreement shall be maintained and made available upon request to the Department at any time during the period of this Agreement and for three years after final payment is made. Copies of these documents and records shall be furnished to the Department upon request. Records of costs incurred include the City's general accounting records, together with supporting documents and records, of the City and all subcontractors performing work on the Project, and • all other records of the City and subcontractors considered as necessary by the Department for a proper audit of costs. e. The parties recognize and accept the funding restrictions as set forth in Section 339.135(6)(a), Florida Statutes, which may affect the Department's obligations hereunder: The Department during any fiscal year, shall not expend money, incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for the expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract. The Department shall require a statement from the comptroller of the Department that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for a period exceeding one year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in the succeeding fiscal years; and this paragraph shall be incorporated verbatim in all contracts of the Department which are for any amount in excess of $25,000 and which have a term for a period of more than one year. f. The Department recognizes that the City must comply with Section 166.241, Florida Statutes. This Agreement shall not be construed to modify, in any way, the City's obligations under those statutes. 4. AUDITS Section 215.97, Florida Statutes, the Florida Single Audit Act, requires recipients of federal and state funds to have audits done annually using the following criteria. a. Federal awards are to be identified using the Catalog of Federal Domestic Assistance (CFDA) title and number, award number and year, and name of the awarding federal agency. (1) In the event that a recipient expends $500,000 or more in Federal awards in its fiscal year, the recipient must have a single or program specific audit conducted in accordance with the United States Office of Management and Budget (OMB) Circular A- 133. 4 of 10 (2) If a recipient expends less than $500,000 in Federal awards during its fiscal year, an audit conducted in accordance with the OMB Circular A -133 is not required. If a recipient expends less than $500,000 in Federal awards during its fiscal year and elects to have an audit conducted in accordance with OMB Circular A-133, the cost of the audit must be paid from non- federal funds. b. State awards will be identified using the Catalog of State Financial Assistance (CSFA) title and number, award number and year, and name of the awarding state agency. (1) In the event that a recipient expends $500,000 or more in State awards during its fiscal year, the recipient must have a state single or program specific audit conducted in accordance with Section 215.97, Florida Statutes, and Chapters 10.550 and 10.650, Rules of the Auditor General. (2) If a recipient expends less than $500,000 in State awards during its fiscal year, an audit conducted in accordance with Section 215.97 Florida Statutes, and Chapters 10.550 and 10.650, Rules of the Auditor General is not required. If a recipient expends less than $500,000 in State awards during its fiscal year and elects to have an audit conducted in accordance with Section 215.97, Florida Statutes, and Chapters 10.550 and 10.650, Rules of the Auditor General, the const of the audit must be paid from non -state funds. c. Reporting Packages and management letters generated from audits conducted in accordance with OMB Circular A -133 be received by the appropriate FDOT office no later than nine months after the end of the recipient's fiscal year. Financial Reporting Packages generated in accordance with Section 215.97, Florida Statutes, shall be submitted to the awarding FDOT office by the recipient within thirty days of receiving it. d. The recipient shall follow up and take corrective action on findings. Preparation of a summary schedule of prior year audit findings, including corrective action and current status of the audit findings is required. Current year audit findings require corrective action and status of finding. e. Project records shall be retained and available for at least five years from the date the audit report is issued. Records related to unresolved audit findings, appeals, or litigation shall be retained until the action is completed or the dispute is resolved. Access to project records and audit workpapers shall be given FDOT, the Comptroller, and the Office of the Auditor General. This section does not limit the authority of the Department to conduct or arrange for the conduct of additional audits or evaluations of state financial assistance or limit the authority of any other state official. f. The recipient shall submit required documentation as follows: (1) A reporting Package and Data Collection Form for each audit conducted in accordance with OMB Circular A -133 shall be sent to: Florida Department of Transportation and Federal Audit Clearinghouse District Maintenance Office Bureau of the Census 5 of 10 MS 7 -1200, 11201 N. McKinley Drive Tampa, Florida 33612 -6456 1201 East 10th Street Jefferson, IN 47132 (2) A Financial Reporting Package of audits conducted in accordance with Section 215.97, Florida Statutes, and Chapters 10.550 and 10.650, Rules of the Auditor General shall be sent to: Florida Department of Transportation and District Maintenance Office MS 7 -1200, 11201 N. McKinley Drive Tampa, Florida 33612 -6456 Auditor General's Office Room 401, Pepper Building 111 West Madison Street Tallahassee, FL, 32399 -1450 g. Any reports, management letter, or other information required to be submitted to the Department pursuant to this agreement shall be submitted timely in accordance with OMB Circular A -133, Florida Statutes, and Chapters 10.550 and 10.650, Rules of the Auditor General, as applicable. Recipients should indicate the date that the reporting package was delivered to the Department in correspondence accompanying the reporting package. h. In addition to reviews of audits conducted in accordance with 0M13 Circular A -133 and Section 215.97, F.S., monitoring procedures may include on -site visits by the Department, limited scope audits as defined by OMB Circular A -133, as revised, and /or other procedures. The recipient agrees to comply and cooperate fully with any monitoring procedures /processes deemed appropriate by the Department. The recipient further agrees to comply and cooperate with any inspections, reviews, investigations, or audits deemed necessary by the Chief Financial Officer (CFO) or Auditor General. 5. MAINTENANCE a. At such time as the Department issues a Notice to Proceed with Project installation and until such time as the Project is removed pursuant to Paragraph 6, the City shall maintain the Project in a reasonable planner and with due care in accordance with Project standards. Specifically, the City agrees to: (1) (2) (3) (4) (5) (6) (7) (8) remove litter from all landscaped areas of the Project Highway; water and fertilize all plants; mulch all plants beds; keep plants as free as practicable from disease and harmful insects; weed the Project premises routinely; plow and /or cut grass within the areas delineated by the landscape plans; prune all plants, specifically remove all dead or diseased parts of plants and prune of all parts of plants that present a visible hazard to those using the roadway; replace, or at the City's option, remove all dead or diseased plants or other parts of the Project that have fallen below Project standards. All replacements shall be of substantially the same grade, size and specification as originally provided for 6 of 10 (9) in the plans and specifications, unless otherwise authorized by the Department; and perform routine maintenance as prescribed by the manufacturer of any Project irrigation system. b. Maintenance of the Project shall be subject to periodic inspections by the Department. In the event that any of the aforementioned responsibilities are not carried out or are otherwise determined by the Department not to be in conformance with the applicable Project standards, the Department may terminate the agreement in accordance with paragraph 6.a (1). c. The Department's Area Maintenance Office shall be notified forty -eight hours in advance of commencing any scheduled construction or maintenance activities. Emergency repairs shall be performed without delay and the Area Maintenance Office notified immediately. The Area Maintenance Engineer with responsibility for the roadway within this Project is Mr. Brian Bennett, P.E., located at 5211 Ulmerton Rd., Clearwater, Florida, telephone number (727) 570- 5101. d. Prior to any major Project construction or reconstruction activity, the City shall submit plans of the proposed work to all utilities with facilities within the limits of work for their review and comment. The City shall resolve any conflicts and /or concerns raised by the utilities prior to commencement of such activities. Prior to commencing any field activity on this project, the City shall notify all the utilities of their work schedule enabling facilities to be field located and marked to avoid damage. e. The Department will require the City to cease operations and remove all personnel and equipment from the Department's right -of -way if any actions on the part of the City or representatives of the City violate the conditions or intent of this agreement as determined by the Department. 6. TERMINATION a. The Agreement may be terminated under any one of the following conditions: (1) By the Department if the City, following fifteen calendar days' written notice, fails to perform its duties under this agreement; or if the City refuses to allow public access to all documents, papers, letters, or other material subject to the provisions of Chapter 119, Florida Statutes, and made or received by the City in conjunction with this Agreement. (2) By the City following sixty calendar days' written notice. (3) By the Department following sixty calendar days' written notice. b. Within 60 days following a notice to terminate pursuant to 6.a.(1) or 6.a.(2), if the Department requests, the City shall remove the Project and restore the Project premises to the same safe condition existing prior to installation of the Project. If the Department does not request such restoration or terminates this Agreement pursuant to 6.a. (3), the Department may complete, remove, relocate or adjust the Project as it deems best. 7 of 10 c. It is understood between the parties hereto that any or all of the project may be removed, relocated, or adjusted at any time in the future as determined to be necessary by the Department in order that the adjacent state road be widened, altered, or otherwise changed to meet with the future criteria or planning of the Department. The City shall be given notice regarding such removal, relocation, or adjustment and shall be allowed sixty days to remove all or part of the Project at its own cost. The City will own that part of the Project it removes. After the sixty days removal period, the Department may remove, relocate, or adjust the Project as it deems best. Wherever the City removes improvements pursuant to this agreement, the City shall restore the surface of the affected portion of the Project premises to the same safe and trafficable condition as it was before installation of such improvements. 6. INDEMNITIES a. To the extent provided by law, the City shall indemnify, defend, and hold harmless the Department and all of its officers, agents and employees from any claim, Loss, damage, cost, charge, or expense arising out of any act, error, omission, or negligent act by the City, its agents, or its employees, during the performance of the Agreement, except that neither the City, its agents, or its employees, will be liable under this paragraph for any claim, loss, damage, cost, charge, or expense arising out of any act, error, omission, or negligent act by the Department or any of its officers, agents, or employees during the performance of the Agreement. b. When either party receives notice of a claim for damages that may have been caused by the other party in the performance of services required under this Agreement, that party will immediately forward the claim to the other party. Each party will evaluate the claim, and report its findings to each other within fourteen working days and jointly discuss options in defending the claim. A party's failure to promptly notify the other of a claim will not act as a waiver of any right herein. 7. GENERAL, a. The Department's District Secretary or his designee shall decide all questions, difficulties, and disputes of any nature whatsoever that may arise under or by reason of this Agreement the prosecution, or fulfillment of the service hereunder and the character, quality, amount, and value thereof; and his decision upon all claims, questions, and disputes shall be final and conclusive upon the parties hereto. b. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold provided in Section 287.017, Florida Statutes, for CATEGORY TWO for a period of thirty -six months from the date of being placed on the convicted vendor list. 8 of 10 c. This Agreement embodies the entire Agreement and understanding between the parties hereto and there are no other agreements or understandings, oral or written, with reference to the subject matter hereof that are not merged herein and superseded hereby. This Agreement may not be assigned or transferred by the City in whole or in part without written consent of the Department. d. If any provision of the Agreement is held invalid, the remainder of this Agreement shall not be affected thereby if such remainder would then continue to conform to the terms and requirements of applicable law. e. This Agreement, regardless of where executed, shall be governed by and construed according to the Laws of the State of Florida. 9 of 10 "- ',11' IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written. CITY OF CLEARWATER a political subdivision of the State of Florida STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION By: ~-._A1t1A'__~ William B. Horne, II City Manager By: Countersigned: ~,---€ / ~ J Frank V. Hibbard Mayor Attest: . ~Ci.tyC .'.~ SEf'~!" ) Attest: LJ'~ tZ,Jd ExecutIve Secretary (SEAL) Le;rReView: . Legal Review: Assistant City Attorney Laura Lipowski 10 of 10 ACTION AGENDA - CLEARWATER CITY COUNCIL MEETING Thursday February 16, 2006 - 6:00 p.m. - Council Chambers 1. Call to Order — 6:00 p.m. 2 Invocation — Reverend Donna Oberkreser from Central Christian Church 3 Pledge of Allegiance — Mayor 4 Introductions and Awards: 4.1 Service Awards — One 5 Presentations: None 6 Approval of Minutes 6.1 February 2, 2006 6.2 Attorney - Client Session — October 20, 2005 6.3 Attorney - Client Session — November 3, 2005 ACTION: Approved as submitted. 7 Citizens to be Heard re Items Not on the Agenda — None Public Hearings 8 Administrative public hearings 8.1 Approve the applicant's request to vacate the 15 -foot utility easement located between the easterly right -of -way line of Belcher Road, (C.R. 501), and the north property line of Lot 95, Village on the Green Patio Homes, (a.k.a. 2506 Countryside Boulevard), as more particularly described in the ordinance, subject to provision of a new easement within six months, and pass Ordinance #7583 -06 on first reading, (VAC2006 -01 Executive Corporation of Clearwater, Inc.) ACTION: Approved. Ordinance passed 1st reading. 8.2 Approve the applicant's request to vacate the triangular blanket stormwater easement lying west of Lot 21, Sue Barco Subdivision, (a.k.a. 900 Osceola Avenue), as more particularly described in the ordinance, subject to the provision of a new stormwater easement within six months, and pass Ordinance #7602 -06 on first reading, (VAC2006 -03 Clearwater Bay Marina, LLC). ACTION: Approved. Ordinance passed 1st reading. 8.3 Approve the applicant's request to vacate a portion of the 5 -foot drainage and utility easement lying along the west property line of Lot 1, Block A, of Bayside Subdivision Number 5, (a.k.a. 514 -530 South Gulfview Boulevard) as more particularly described in the ordinance and pass Ordinance #7601 -06 on first reading, (VAC2006 -02 City of Clearwater - Dalton Clearwater, LLC) ACTION: Approved. Ordinance passed 1st reading. City Council Action Agenda 2006 -02 -16 1 11.11 Award a contract to M.B.E., Incorporated of Florida, in the amount of $132,000 for application of corrosion protective coatings at the Marshall Street and East Advanced Pollution Control Facilities in accordance with the terms and conditions set forth in Request For Proposals #47 -05 dated December 16th, 2005, and that the appropriate officials be authorized to execute same. 11.12 Approve an Addendum to the Contract For Sale of Real Property with Bethel Christian Center Inc. dated November 22, 2005 regarding Lots 6, 7 and 8, Block "B ", FIRST ADDITION TO NORWOOD, amending paragraph 21 to allow assignment and authorize appropriate officials to execute same. 11.13 Approve the final plat for "KENWOOD TOWNHOMES" located at 111 Kenwood Avenue, approximately 300 feet south of Drew Street. 11.14 Approve Change Order #1 to JTV, Incorporated, in the amount of $500,000 for sanitary sewer line cleaning, inspection and rehabilitation at various locations throughout the City of Clearwater, increasing the contract previously approved August 4, 2005, for a new contract total of $700,000, and that the appropriate officials be authorized to execute same. 12 Other items on City Manager Reports 12.1 Approve a Highway Landscape Reimbursement and Maintenance Memorandum of Agreement with the Florida Department of Transportation, District Seven, so that aesthetic improvements can be made to a portion of SR 60 (Memorial Causeway 770 feet west of the Memorial Causeway Bridge to the Clearwater Harbor Channel) and Adopt Resolution #06 -09 authorizing execution of said Highway Landscape Maintenance Memorandum of Agreement. ACTION: Approved. Resolution adopted. 12.2 Approve Change Order 1 to the Drew /Union Street Reclaimed Water System — Contract 2 — Booster Pumping Stations (01- 0039 -UT) to TLC Diversified, Inc. of Palmetto, Florida increasing the contract amount by $781,890 for a new contract total of $3,371,290 and approve a time extension of 43 calendars days and the appropriate officials be authorized to execute same. ACTION: Approved. 13 City Attorney Reports 13.1 Pass Ordinance #7597 -06 on first reading, repealing Chapter 30, Article V. Clearwater Code of Ordinances, relating to tolls on the Clearwater Pass Bridge. ACTION: Approved. Ordinance passed 1st reading. 14 City Manager Verbal Reports 14.1 Opus construction of public way in waterfront park ACTION: Consensus was to approve. The City Manager reported FEMA has - returned $2.1 milion to the City for storm related costs. 15 Council Discussion Items - None. City Council Action Agenda 2006 -02 -16 CHARLIE CRIST GOVERNOR April 29, 2008 Florida Department of Transportation 11201 N. McKinley Drive, MS 7 -1200 Tampa, FL 33612 -6456 Mr. Michael D. Quillen, P.E. City of Clearwater Engineering Director Post Office Box 4748 Clearwater, Florida 33758 -4748 STEPHANIE KOPELOUSOS INTERIM SECRETARY RE: Landscape Reimbursement and Maintenance Memorandum of Agreement SR 60 (Memorial Causeway) from 770 feet west of the Memorial Causeway Bridge to the Clearwater Harbor Channel; FP# 403730- 1- 54 -01; Contract# A0058 FINAL INSPECTION Dear Mr. Quillen: The Department has inspected and as of this date, accepted the project as complete. The City must furnish three as -built plans to the Department at this time. The City's invoice, supported by the Contractor's invoices and proof of payment, may now be submitted for reimbursement in accordance with the terms of the Agreement. I have attached an invoice summary form to be completed and submitted with the City's invoice and backup. If you have any questions, you can reach me at 813 -975 -6442. Sincerely, Simpson istrict Landscape Architect j ohn. simpson @dot. state. fl. us. JS Attachment cc: N. Lataille, W. Moriaty Florida Department of Transportation CHARLIE CRIST GOVERNOR January 18, 2008 Mr. Michael 11 Quillen, P.E. Engineering Director City of Clearwater Post Office Box 4748 Clearwater, Florida 33758 -4748 DISTRICT 7 MAINTENANCE' (813) 975 -6273 11201 N. McKinley Drive, MS 7 -1200 Tampa, FL 33612 -6456 STEPHANIE C. K01'E I..OUSOS SECRETARY RE: Landscape Reimbursement and Maintenance Memorandum of Agreement SR 60 (Memorial Causeway) from 770 feet west of the Memorial Causeway Bridge to the Clearwater Harbor Channel; FP# 403730- 1- 54 -01; Contract# A0058 SUBSTANTIAL COMPLETION Dear Mr. Quillen: The Department has inspected and as of this date, accepted the referenced project as substantially complete. All punch list items must be addressed by the end of the 90 -day establishment period on April 17, 2008, and all plant material must continue to grade as Florida #1 or better. The City must furnish the Department with three sets of as -built plans prior to the end of the establishment period. Once the establishment period is complete and upon the Department's direction, the City's invoice, supported by the Contractor's invoices and proofs of payment, may be submitted for reimbursement in accordance with the terms of the Agreement. 1 am attaching an invoice summary form which must be completed, signed and attached to the City's submittals. Please contact me at (813) 975 -6442 if I can be of any further assistance. Sinc Jo i Simpson District Landscape Architect Enclosure (1) cc: N. Lataille, W. Moriaty MEMORANDUM FLORIDA DEPARTMENT OF TRANSPORTATION District Maintenance, MS 7 -1200 DATE: June 5, 2007 TO: William D. Moriaty, District Vegetation Management Coordinator FROM: John Simpson, District Landscape Architect COPIES: File SUBJECT: Landscape Reimbursement and Maintenance Memorandum of Agreement SR 60 (Memorial Causeway) west of the Memorial Causeway Bridge to the Clearwater Harbor Channel; FP# 403730- 1- 54 -01; Contract# A0058 EXHIBIT "A" TRANSMITTAL I am transmitting one signed and sealed copy of Exhibit "A" for attachment to your file copy of the above - referenced agreement, and another for your transmittal to the Area Maintenance Engineer. Please add the current MOA # to both Exhibits. I will copy you on the Notice to Proceed with Construction. If you have any questions, please call me at 5 -6442. Thank you. JS u u i�ia.i.AS ci.ii\V ER \ N1 EN1CSW YUXI RAns\u..i.rLANS.uoc Florida Department of Transportation CHARLIE CRIST GOVER1OR June 5, 2007 Mr. Michael D. Quillen, P.E. Engineering Director City of Clearwater Post Office Box 4748 Clearwater, Florida 33758 -4748 DISTRICT 7 MAINTENANCE ' (813) 975 -6273 11201 N. McKinley Drive. MS 7-1200 Tampa. FL 33612 -6456 STEPHANIE C. KOPELOUSOS SECRETARY RE: Landscape Reimbursement and Maintenance Memorandum of Agreement SR 60 (Memorial Causeway) from 770 feet west of the Memorial Causeway Bridge to the Clearwater Harbor Channel; FP# 403730- 1- 54 -01; Contract# A0058 NOTICE TO PROCEED WITH CONSTRUCTION Dear Mr. Quillen: The City's plans and accompanying documentation have been approved as submitted. As of this date, the City may initiate construction for the above project in accordance with the provisions of the reimbursement agreements. The City will be in charge of the letting, construction, inspection and administration of this project subject to periodic inspection by the District Landscape Manager and the Area Maintenance Engineer. As soon as you receive a traffic work zone certification from your contractor, please forward three copies to my attention. Please be reminded that the City must notify this office, the Area Maintenance Engineer and "One Call" 48 hours prior to start of construction. If you have any questions, you may contact me at (813) 975 -6442 or at the email address below. Sincerely, AJ In Simpson istrict Landscape Architect john.simpson @dot.state.fl.us. JS cc: N. Lataille, W. Moriaty JEB BUSH GOVERNOR March 13, 2006 Florida Department of Transportation 11201 N. McKinley Drive, MS 1200 Tampa, FL 33612 Mr. Michael D. Quillen, P.E. Engineering Director City of Clearwater Post Office Box 4748 Clearwater, Florida 33758 -4748 DENVER J. STUTLER, JR. SECRETARY RE: NOTICE TO PROCEED WTTH DESIGN: Landscape Reimbursement and Maintenance Memorandum of Agreement; State Road 60 (Memorial Causeway) from 770 feet west of the Memorial Causeway Bridge to the Clearwater Harbor Channel; FP# 403730- 1- 54 -01; Contract# A0058 Dear Mr. Quillen: Enclosed are two executed originals of the referenced agreement. As of this date, the City may begin design for the above project in accordance with the provisions of the Agreement. Your plan submittal is currently due on or before July 11, 2006 per the terms of the Agreement. Should the City require additional time to submit, please forward a written request to my attention. Once the plans (Exhibit "A ") and other required submittals have been approved, the City will be given notice to proceed with construction. Funds have been encumbered for a period of two years, requiring that the project be installed, certified by the City as complete, and approved by the Department by March 13, 2008. If you have any questions, you can reach me at (813) 975 -6442, or at the email address below. Sincerely, in Simpson 'strict Landscape Architect john.simpson c .dot.state.fl.us. JS cc: N. Lataille, W. Moriaty www.dot.state.fl.us RECYCLED PAPER Florida Department of Transportation JEB BUSH GOVERNOR December 27, 2005 Mr. Michael D. Quillen, P.E. Engineering Director City of Clearwater Post Office Box 4748 Clearwater, Florida 33758 -4748 11201 N. McKinley Drive, MS 1200 Tampa, FL 33612 DENVER J. STUTLER, JR. SECRETARY RE: Landscape Reimbursement and Maintenance Memorandum of Agreement State Road 60 (Memorial Causeway) from 770 feet west of the Memorial Causeway Bridge to the Clearwater Harbor Channel, FP# 403730- 1 -54 -01 Dear Mr. Quillen: Please return to my attention, five signed originals of the Highway Landscape Reimbursement and Maintenance Memorandum of Agreement plus one copy of the Council's authorization to execute the agreement. Once the signed agreements and authorization are received and funding has been encumbered, the Department will execute and return two originals of the reimbursement agreement to the City. The City may begin to incur reimbursable expenses upon the Department's execution of the agreement. The maximum reimbursement for landscape of the referenced project will be $150,000.00, up to 10% of which may be utilized for design fees. if you have any questions, you can reach me at (813) 975 -6442, or at john.simpson @dot.state.fl.us. Sincerely, ur Simpson strict Landscape Architect JS Attachments (5) cc: W. Moriaty www.dot.state.fl.us RECYCLED PAPER INDEX OF PLANS SHEET 14 SHEET DESCRIPTION 1 Cover 2 Landscape Tabulation of Quantities 3 Landscape Notes 4 Landscape Details 5 - 11 Landscape Plan Sheets • 12 Establishment Period Maintenance Plan 13 City of Clearwater Maintenance Plan FDO'r Plan Index 611 FOOT Plan Index 613 FDOT Plan Index 616 FDOT Plan Index 102 FOOT Plan Index 546 LL pr, -- Parks and Recreation rwater S. R. 60 MEMORML CA USEWA Y LANDSCAPE PLAN — PHASE 2 see I. 6 7wn 29 Souih, Rnq 75 East Sect. , I wn 29 Sob lb; long 75 Lost Sect. 16, rwt) 29 South, Rng 15 E ost /Jaa,a \ • - I \ S.R. 60 MEMORIAL... CAUSEWAY PHASE 2 EXHIBIT "A" CITY OFFICIALS Frank Hibbard John Doran George Cretekos Otrien A. Peterson Paul Gibson Bill Horne Mayor Vice Mayor Council Member Council Member Council Member City Manager Sent 1 Seat 2 Seat 3 Seat 4 Seat 5 Michael D. Quillen, PE City Engineer Michael Quillen, Plt, City Engineer Approved By Dare Approved LANDSCAPE TABULATION OF QUANTITIES PAY ITEM N0. SYM DESCRIPTION BOTANICAL & COMMON NAME (PAY SIZE) INSTALLED SIZE & SPACING UNIT MAXIMUM MATURE SIZE REMARKS TOTAL THIS SHEET GRAND TOTAL LUMP SUM • NOTE: THE SELECTED CONTRACTOR SHALL PROVIDE UNIT COSTS FOR EACH ITEM LISTED BELOW AT THE PRECONSTRUCTION MEETING. MOBILIZATION (101 -1) MULCHING (PINE BARK) 1" - 2" NUGGET, 3" DEPTH 8 -10 FT. OA HT. DOUBLE. TRUNK _11,8) col_ PL 20 FT. HT. 15 F1. SPIIEA0 19 19 PALMS AMD ADON1DIA MERRILLN- 8004101A PALM AMS ADONIOIA MEI2RILL11- 90081018 PALM 8 -10 FT. OA HT. SINGLE TRUNK (PL) 20 FT. HT. 8 FT SPREAD 30 30 ppm PHOENIX DACTYLIFERA 'MEDJOOL' - MEDJOOL PALM 18 -20 FT. CLEAR WOOD, FG. PTO— 70 FT. FIT. 20 FT. SPREAD 10 FT. HT. OTT. SPR 3 19_ 8 3 PR PH NIX 800E B- PYGMY DATE PAL, I_ - -- -T0FT 141 WASHINCTONIA FILIFERA - DESERT FAN PALM 10 -12 11. CT. FG. PL 50 FT. HT. 15 FT. SPR. ____A9, 0 TREES LJ LICUSTRUM JAPONICUM - WAX LEAF L16USTRUM 8 & 13/MULTI -TRUNK 10(01608 10 -12 HT., 4. SPR. pL 20 FT. HT. 15 FT. SPR. 5 -6' CLEAR TRUNK, 3 -5 TRUNK MAXIMUM 9 9 J SHRUBS Cu CARISSA MACROCARPA 'EMERALD BLANKET' NATAL PLUM 3 GALLON / 24" 0.C. (PL) (PL) 3 FT. HT. 3 FT. SPR _ 3 FT. HT. 3 FT. SPR. _ 15 -77 15 71 10 ILEX VOMITORIA 'SCHILUNCS' - DWARF YAUPON 1101.19 3 GALLON / 30" O.C. SR STRELITZIA RECINAE - 00814GE BIRD OF PARADISE 15 GALLON / 48" 0.C. (PL) 4 FT. 149. 4 F1. SPR. 29 29 N09110IA - BUSH 91108 NDA 3 GALLON / 24" O.C. (Ply -TPQ CP-17- 3 FT. HT. 3 FL APR. 133 133 _AIL__A_LLAMANDA GRASSES MC MISCANTI•JQS SSIIH[NSIS 'ADAI0' - RED MISCANTHUS 3 GALLON / 30" 0.C. 3 GALLON / 36" 0.0. 3 FT. HT. 2 FT. SPR. 3 FT. HT. 2 FT. SPR. 117 160 117 160 PS PENNISATUM SETACEUM - FOUNTAIN GRASS _.__..._..._-- .__.. -_._ �.D_... Sf'ARTINA BAK€RI -SAND CORDCRn$ ,jGALLON /_9.�D.C. __.._ PL — 3 FT. HT. 3 FT. SPR_____._ . _ DE OIANELLA ENSIFOLIA - FLAX LILY 1 GALLON / 18 ". 0.C. (PLO__ (a) (SF) (01.) (171) (PL) 1 FT. HT. 1 FT. SPR. GALLON TO BE PLANTED UNDER LIGUSTRUMS 1857 1857 AC ANNUAL COLOR 6" POT / 17" QC. 'ECOTURF' (80110 - SOO FORMS 1LIALL08 / 24" _0 C 1 GALLON / 24 ". O.C. 1 FT. HT, 6 INCH SPR. 1 FT. HT. 1 FT. SPR. 3 FT. HT 3 01. S'i_R, 3 FT. HT. 3 FT. SPR. 3 FT. HT. 3 FT. SPR. _ _ -T FT-HT. 6 FT. S R. AXIMUM MAINTAINED HEIGHT 12" A NY ON NETTING TQ BE 80900 D _ _ _ 449 11,269 59. 52 83 113 449 11,269 _5.6- 52 83 - ACR ARACHIS GLABRATA- RHIZOMA - PERENNIAL PEANUT CON CGL CANNA X CFNFRAIIS -BLACK KNIGHY CANNA LILY CANNA X GENERALIS - 'RICHARD WALLACE' CANNA LILY CGS CANNA X GENERALIS - 'BENGAL TIGER' CANNA LILY 1 GALLON / 24'. O.C. IM 100610EA SPP. 'MARGUERITE' - SWEET POTATO VINE 1 CAILON / 48'. 0.0. (01) 113 __,_. _._ ,. SOD _. STENOTAPHRUM SECUNOATUM -SST. AUGUSTINE GRASS MEDIANS (SF) PER INEOX 546, . SEE SHEET 11 - - 20.000 20.000 __ _...___._.___._ _..____ _ IRRIGATION __ __ _.____ BED & MEDIAN SPRAY HEADS .(0L (PL) _ 0 0 BUBBLERS AT INDIVIDUAL TREES 0 0 TURF (MIST/ROTOR HEADS) LL,), A 0 0 RECLAIMED WATER SOURCE P.O.C. 3L 0 1RRICA110N CLOCK /CONTROLLER EA) 0 CONTINGENCY 100 NOTE. THE MATS A 00 HAVE BEEN LISTED FOR THE PURPOSE OF DESCRIBING THE WORK TO BE PERFORMED. SEE PLAN SHEETS FOR OVANIITIES AND LOCATIONS. RECORD DRANgNCS CITY OF CLEARWATER, FLORIDA CALL LOCAL PARKS & RECREATION DEPARTMENT I ICATIO N CEN1ER "11 STARTS IN PARKS" II .W.."_...... MEMORIAL CAUSEWAY LANDSCAPE PLAN n.rnRA ar. N/A RA LC vmm n N/A GENERAL LANDSCAPE NOTES 1. The Landscope Contractor sholl grade plonting beds, as required, to provide positive droinoge and promote optimum plont growth. 2. All recommended trees and plont materials will be groded os Nursery Grode No. 1 or .better as outlined by the Florida Deportment of Agriculture and Consumer Services, Division of Plant Industry Grodes and Stondords for Nursery Plants ", 7th Edition, 1998 os revised from time to time. 3. All planting shall be done in accordance with the Florida Nurserymen and Growers Associotion (FNGA) approved practices. 4. The Prepared plonting soil shall be the approximate proportions os follows: 50% sond and 50Z orgonic material consisting of native peat, well decomposed sowdust, leaf mold and top soil. It shell provide a good plioble and thoroughly mixed medium with odequote aeration, droinoge and water holding copocity. It shell olso be free of all extroneous debris, such as roots, stones, weeds, etc. 5 All plonting areas shot receive o 3" layer of pine bark mulch 1 "- 2" particle size, which is to be watered -in after installotion. 6 The plant material schedule is presented for the convenience of the Londscope Contractor. In the event of o discrepancy between the plan and the plant key, the plan shah prevoil. Controclor to confirm square footoges and plant spacing to be occurote. 7. Plants shah meet size, container, and spacing specifications. Any moteriol not meeting specifications shall be removed and reploced at the Contractor's expense. 8. All tree and shrub locutions are subject to chonge. All locotions shall be opproved by the City Project Manager prior to planting. 9. The Londscope Controclor shall be responsible for exornining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the City Project Manager in writing at the time of bidding or discovery. No account sholl be mode ofter contract completion for failure to report such condition, or for errors on the port of the Landscape Contractor at the time of bidding. 10. The Landscope Contractor shall be responsible for securing all necessary opplicoble permits and licenses to perforrn the work set forth in this plan set and the specifications. 11. Plont material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified by telephone and in writing of intended chonges. 12. Any and all questions concerning the plan set and /or specifications shall be directed to the City Project Manager at (727) 562 -4737. 13. There shall be no odditions, deletions or substitutions without the written opprovol of the City Project Manager. 14. The Londscope Contractor shall warranty, in writing, plant survivobility for a period of twelve (12) months from final acceptance by the City Project Manager. 15. All dimensions to be field- checked by the Londscope Contractor prior to londscope moteriol instollotion. Discrepancies sholl be reported irnmediotely to the City Project Manager. 16. All moteriols must be os specified on the londscope plan. If materiols or labor do not odhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Londscope Contractor at no additional cost. 17. All permits necessary are to be provided by the installing contractor unless otherwise specifically stoled in the specifications. 18. No controctor identificotion signs sholl be permitted on the project, except for the project information signs. 19. Existing sod shop be removed os necessary to occommodote new plantings. 20. Any existing sod areas that ore unnecessarily disturbed during the landscape installotion sholl be resodded to match existing. 21. The Londscope Controclor will be responsible for the collection, removal, ono proper disposal of any and all debris genernled during the installotion of this project. 22. The City of Clearwoler Designee to hand select /tag Medjool Palms and Ligustrum Trees. Both ore to be togged in the field prior to installation. 23. The City shall contact the Pinellas Mointence Yard at (727) 570 -5101 and "One -Coll" of 1- 800 -432 -4770 two (2) full working days prior to the beginning of Work in order to locale highwoy lighting conduit. and shall toll the Pinellos Maintenance Yord two full working days prior to the onticipoted closure of o travel lone for Deportment opproval. 24. All londscope materiels shall he installed and of all times maintained in a monner whereby traffic control siganoge and devices are visible to the motorists arid pedestrions. 25. At londscope materiels shop be instolled and of oll times maintained in accordance with FDOT Standard Indexes 102. 546 .600 series and 700 as well as all opplicahle Deportment stondords and regulations. 26. The City shall maintain the sidewalks at all times In o manner whereby no foliage or limbs from adjacent shrubs or ground covers will grow Onlo or over the sidewalk. Additi0nolly o minimum vertical cleoronce of 7' between the grode and the sidewolk and bottom canopy of foliage of ony tree or palms shall be maintained of all times. 27. A minimum vertical clearance of 14.5' between the grade of the travel lanes and the bottom conopy of any tree or palm sholl be maintained of all tim s. 28. The City shall he responsible for repairing, 01 its own cost, any portion of sidewalk that is damaged as o direct result of future root activity from trees used in the project, sidewalks shall be repaired back to their original safe condition. 29. No trees,palms or shrubs shall be plonted within 4'of any utility pole or utility oppurtenance. 30. Contractor to submit hurricane preparation plon. 31. Existing irrigation system is to remain and be reused. Controctor is responsible for system while on job site and ony damoge will be the responsibility - of the contractor to repair with like moterials. 32. Nylon netting to removed from all peanut sod utilized in FDOT right of ways. Symbol Key Phose 1 - Plont Legend Botanical Nome -. Common Nome Phoenix dactylifero ' Medjool'- Medjool Polm PR WF AMS AMD Phoenix Roebelenii - Pygmy Date Polm Woshingtonio tililero - Desert Fan Polm Adonidia merrillii - Adonidio Polm Ligustrum joponicurn - Wax Leaf Ligustrum is CM SR IV Effie Corisso mocrocarpo - Natal Plum Strelitzia reginae- Orange Bird of Porodise Ilex vomitoria 'Schillings' -Dwarf Youpon Holly Allomondo neritolio - Bush Allomondo PS Pennisotum setaceum _Fountain Gross 5_1 1 JI& MC Muhlenbergio capilliaris - Muhly Gross CGB CGL CGS SB AGR AC IM Conno x generolis 'Black Knight'- Canna Lily Canna x generolis Richard Wallace'- Conno Lily Canna x.generalis 'Bengal Tiger.- Conno Lily Sportino bakeri - Sand Cord Gross Arochis globrato rhizome - Perennial Peanut Annual Color Ipomoeo spp. 'Marguerite' - Sweet Potato Vine DE Dionello ensifolio Flax Lily RECORD neaw GS da sua C1i CITY OF CLEARWATER. FLORIDA PARKS & RECREATION DEPARTMENT "IT STARTS IN PARKS" l 0. acne Ruoue urxnv (0100 noR Memorial Causeway Landscape Notes w","RA awvn Rn ww. N' i0' ' 0/0 -- W[ a( sm* n, ANU CUm[! w[[ M ftMS MKhi' wo[' gn,nNt. tw wn Wm [ -> / "N snn a.NOS. �.NiIS ro w°.v'v.x. ,i,::hu" h3 x' PM Rum NUICN lAttf OF u (Boom PALM PLANTING DETAIL ""al r° NUM l TROP SIT. 3 WM oAm wta ..rO, in, 6 oW3L3 r'" r wwNL - SHRUB & GROUNDCOVER PLANTING DETAIL TV 0Sa 0[! ttlff R3 Awi xii CPO% OV *PLOOr MOOl31N eOTOH NL fmWO 4/00 WN[ ../ waWO Tw,u. M/M fNwO0 0400 r0 UT, 0. n00mALt. O h/w rw[3Nw 0�(TORpn4 SOOIaWI. Y. ry a noolmuiATU UL ur r amw nml, wn[ouNe.W nNm� wM(. NAnW .: °N°Sw e • - ^wnSIMMU sw ,e S00W TAMS U. o nm SM VMWO TREE PLANTING DETAIL h0L0(WOf /00000100Mµ Ma >Nr OM 350 IO.Cjn. W. „«. w Sao. MO Pwm,w tal[tnM 3- MIOMS N. Mom ��-- UAw or man / em LWI PLANT SPACING DETAIL (24" OFFSET" SLANNA101 AWLS NA. MT. 3N. I of eros/m e N.i.& MOTT 111. WIC. W IEMCa3TC CONMC3011 GUTS MAU W SEOACO MI M. 0C hACE0 ON TM 3 YAM TIMMS. SIM. 111.1 tamlt,s u•ACCSPIAW[. .- 1112 wA0( 0row(WAIC CONNECTOR MIT IT. -• 000 00( SIR. In SUMO[ Wq ./ 0/0' 003005 OLAMS wwm 50 RM. 01.1mT0 NM W L uu,NS i/r.r PUt 0Aaw W. W OF [0(0.10 "/ 3u0r,u00w MOO APE Y.['.N- -.0• AS 00a3NPr. MNIT 00 ,/x' 01101 091 50400 MULTI - TRUNK t-= w...r PLAN V GUYING DETAIL RECORD CRAWINf,S ill "ASEAN i CITY OF CLEARWATER, FLORIDA X PARKS & RECREATION DEPARTMENT -,,, 0EN c�,r "IT STARTS IN PARKS" ,u% CALL L000L 0080X: ono., NOTIFICATION Memorial Causeway Landscape Details It "bs/oi/oi S.R. 60 MEMORIAL CAUSEWAY A ,..A1-4,c••TSA0‘8">* ,VN,TIVT! -14 el.2.41M-W-C147` gta/74-(5,7A I T. A DSCAP IN G • • ...•_• X - - - - - - • . ••, :y. _ _ .„. _ . __ _ ___. ....... — ,Y. _ ....„...______„..., • 5) ROM ROC Of W/TT MOM CENTER-MK 10 NON. MITTS SOO ATM TO SOON TWA. 7. • • Rcccno OAAvANGS t.No.. CITY OF CLEARWATER, FLORIDA .1t PARKS & RECREATION DEPARTMENT IT STARTS IN PARKS" , 0 5E4' ViTtligAfren CENTER ....3 &I&T11.."". ...........,:..-..--...-- ..—,. Memorial Causeway Landscape Plan _. . ....... 'tin ........ I .1a ITap. 2 0,Luily "L' Il p, *ATE =yr, ., S.R. 60 MEMORIAL CAUSEWAY ) ( (.... ,- • • - ■ ' , -,--v-,.-.. - TT ‘•. - - - • •- •-- •-• _ • -••■ --•-■•■•••■■ ._-- - --T.MXT.30:5--• — -AI AM 6 Allibli, 1 -- ----- ... . .____ ._ _ _. = ,-s-•-.. --'- ... _ _ T --- -...r...trYr2.- -- - A •=1 , E.iflin";11goroNlir. l'elAnNIN -. -7, • V 401•NZ!; IIIM.,„:0111 ligr 4/RINWI lk. 4. :.t'AM'atf: liaL,,,,,ncgw'ri:Muti4raff,74-1411t3-76.k,:—... -4,&=.a..61.....: _ __. 4•141.mgrAtv, _ zamr Am wows_ Allinow mit Valm°}2 P A CNIlinjkliguNNANS-1-6 iemoin -._ -•-• _ - _ -•- • • • - IMF A., ,' Remora 0/0100 6' hedge Remove exist,. 0. hedge _ _ .. - -_- _•• - -•._ --• - - Vr2/ - --•-_--• - — ;;;;9 0' he:liti• —4-- -, , ...' 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FLORIDA PARKS & RECREATION DEPARTMENT TIT STARTS IN PARKS" CALL LOCAL NUSLC UNL1114464CALiON 1S-Z-efes- Memorial Causeway Landscape Plan RA N/A LC l'oW N/A •7‘. 6 S.R. 60 MEMORIAL CAUSEWAY tair-b,r' .,--. c - --,-, ) )) ,-- - ( ,,,..,...)-)•)' -')-4•-t.. ri'-t..., r- -`--t., ( A .4 38 exisling RN* INersec;e4 —4AL=41' es - RN Ndes 5/•6 GA 40:Mk, %IX I I 4 vof 40 I • •- ./alme@Lion-- •01 RWILIS77 aas' solPe. as va. - • _ ..• .V, , ■ -•,. M• 1- ,1, ,1•,. .,•.• RECORD DRAWINGS REVISION CITY OF CLEARWATER. FLORIDA PARKS & RECREATION DEPARTMENT IT STARTS IN PARKS" C— CALL LOCAL PUBLIC 01111, NCNNICANON DEICER .1C. NCO wLy INION CON... 10 P.M LONALS 300. MO 10 Sam LOCALS NW Memorial Causeway Landscape Plan N/A N/A Nfl 7 • •• -• - • 1.- re- S.R. 60 MEMORIAL_ CAUSEWAY 4 - / / 2 *-6 j \ ,i 4 „ ‘4,3,5Tto ....... .__-• u .5* ' MULTI-USE TRAIL. 4a, 15 '135.7.7 17p-cif- USE TRAJL. Aaw _ „.. -y-ry-y-y-r-r., '' ' ..) )--- - —A.'-''''''''''''''''-k-A-A-t.A L•A-,,k.........,,-1....-.....,,,j,,,)--,-kA-A-}-' • • •■ • • •• RECORD DRAININE:S - REVISION CITY OF CLEARWATER, FLORIDA PARKS & RECREATION DEPARTMENT "IT STARTS IN PARNS" CALL LOCAL PUBLIC URLITT NOTIFICATION CENTER Memorial Causeway Landscape Plan RCM: NCO OF WAY FROM GENOA-LK TO MORIN tOUMS MO TO SOWN (COALS 700' N/A 'TiFT Na_ 44/0 0/0 0/0 tow l00 05/21/07 b.. 0/0 'S air atv Xarni,"6,r, S.R. 60 MEMORIAL CAUSEWAY ,,, -,-,--,,,,,, yTh•-r-y-y-,7"r",-,.7-9, 'y 'Y'Y'rv-v-,Y`CY'CY-7,1.-A.-/-v-Ar r-f-r"V`r,f-,YVV,,,,,-/-,,--rr-v--r-y-N-rmer,...,) ■ . .......... ......,.. ....-- ' ') . „c„...,....i,3„....x.„-_,..,..7,..:cc...K...,....,....,...,,-'''''' ' '''',-,....k.A...).....,_.t........A.....7.,....",.....i_.&:::■.-1.1,:i.)`3. C"'... ,...)-k.,....,. ... - A • ".?Ij- -. - - -r• — 49 ttir-Lrt'4,),46.'7.1-&;;XT7 COTO.. youoiton. Tomo C./ Artk 1=11, 11:41gi , fht6 . R-0,7117,,WRIglgtAc-' t7' 6114 4.11, EEL 127 L.774:14W- Lloostrort. l omo. .T.,,o1 hTODT .0 D000 Ibirno Coloi.o-LiquTinons . Tomo. "`"° - • - • - • •-•- • - -• • '1_ - .• •- , y•- m, I -• • -.• +,, .• _•, -,•_ • _ •- ■ ■ _ • .1 - • • _ • • _1 _ • - • ; . - ,.--, _ _ Xcvot..-4, NOM MONT Of WI, TOW OINTIA -LINT TO TTCO. TWA. SOO AND TO soon, IMMO 700' RECORD ORANANGS SOPo.t Otorlel f',A too CI7 Y OF CLEARWATER. FLORIDA c, ;6 PARKS & RECREATION DEPARTMENT Or IT STAR TS IN PARKS' (S) CALL LOCAL ITUULIC UTILITY NOTACATION GOITER Memorial Causeway Landscape Plan " N/A " - N/A AN,9 1,90. ""..05/2, /99 N/A -U' r %i S.R. 60 MEMORIAL CAUSEWAY ... J 0.0r Eager - °+° "Ya wY.«,.,011 er ea rec.m,..- Leal. 110 Y1^1- 'Y',iv -Y., -.t EAR ZONE EROLTA lieustnenT a reno,n R rr ns.e:Nn. EARILTe L"qustr ms a woe:, 58._ — . — . 59 -i-li AP v v .\`P 0` lAVl4.uNW Rirrc6lPkNi+Y NgaY re :AV1EirrAil • vKFSt.RIAA.L11I:07(0T.A,n0 0 SED A5 .. f EYYwy Llousvures sn re h��daee a syNl Rskil Iy Oer ae. 51.0 • wt. NI? Renlovt• C*ISIIne a IndOe ena , qo aRn Nlwr wtR, 305 $.week ea oa'.o..$'2,1 a N.aye sy. Re .. , ....._ __ .._..._ ........._ ._ TRAIL .. _.P &OPOSCD _l�_Ml)LTI-US -- -..... ,..ww.1. NOTE: M00 OF WAY TR. CENTER -UNE 10 NOROT MALL WV ARO 10 SOOT. LWALS 100• :S« sr ..__ —.... ... yryy. Y' Y-S�,Y•(y- 4'Y:Y- (1- 1....rIJ_l.. ) I .L. .. t. 1.,5_A, A_A. +._, 1. 1_ IJJ- Al_. l- J�) �l'. l_1 �J�4 %- s_A_l.J✓�J..s.J,J..4L.J_J..A .I -l�_l .L vvvYrY�r �'• J RECORD DRALNNGS CITY OF CLEARWATER. FLORIDA PARKS & RECREA110N DEPARTMENT • "IT STARTS IN PARKS' CALL LOCAL ROOLIC Vi41iv NOMCATION CARTER .m Memorial Causeway Landscape Plan wn..WoSnL ..:u 0/9 Oe•• 10 S.R. 60 MEMORIAL CAUSEWAY .5 ...... - " .rsi_ -1,tzt.!••• ,.... ...: ..,Lee .. _ r- .,... --.1:"..0 = = = = = = AIL Remove e Evieting 1.1pustrorm. rem A) 6 6 3 A 64 A 117 — ICY — — V/W Vire %an 07,Pr'S. PP-TE.re woo • ascs, • 4."MA,V4 (fLe,"...M,_11•••••••• eo• wjWie,e7eNfer ‘17 -•--• ••••--•-• • '64,Ctirs(11Cii.Q./7, IL Am, 6 END PHASE II M •fp?' O. 45-5'" ...... -•■ . - • -.• _ • • •_ ,-^ J. -•■• •-,- MI• • • - -••, 1, • •,-- ,", ,n. , a, --,, • . _ - - - Jj RECORD DRAVANCS •tv■.••■ -?eeeee■awam-- C11 Y OF CLEARWATER. FLORIDA PARKS & RECREATION DEPARTMENT tii111-Pi°Z1iFrati.1 CEN,01 "ET STARTS IN PARKS" 14:47.41.2, NOTE: RCM OF WAY FON COOTR,WE TO MORIN COUAIS A■40 TO sarm COO. 700' Memorial Causeway Landscape Plan N/A Lc N/A N/A II ESTABL.ISHMEN I PERIOD MAINTENANCE PLAN THE ITEMS LISTED IN THIS MAINTENANCE PLAN ARE TO BE PERFORMED BY THE CONTRACTOR DURING THE 365 DAY ES000U50MENT PER100. THE PROJECT PEACH INTENT IS TO PROWOE A MAINTAINED LANDSCAPE GATEWAY FOR THE CITY OF CLEARWATER DOWNTOWN AMU AREA BEACHES. I. MOWING 0061140 TO DE PERFORMED BY CITY OF CLEARWATER. BAHIA TURF AREAS ALONG RIGHT Of WAY AND UNDER BRIDGE TO BE MAINTAINED YEARLY AT A 3.5' 11010LiT. ST. AUGUSTINE TURF AREAS IN NEDIAN5 TO RE 14AIHTAIN00 YEARLY AT A 3.5" HEIGHT. 140WR4G FREQUENCY 220011 THHU OCTOOCN - ONCE PC0 ■EE0 000(00ER 114110 MARCH - TWICE PER MONTH 2. FERTILIZATION SHRUBS TO BE EERTIL12E0 WHEN PLANTED USING 20 -10 -5 ANALYSIS, SLOW RELEASE AGRI -FORM OR 10U01 TABLETS. TABLETS TO BE UNIFORMLY PLACED MOUND ROOT PALL AT THE 10P OF THE LAYER OF PREPARED PLANTING SOH.. APPLY PER MANUFACTUNERS RECOLI41NOATIONS. 3. WEEOING/EOGING WEEDING - ALL PLANTED BEOS MONTHLY. EDGING - TO BE PREFORMED BY CITT Of CLEARWATER. 14ANUA1. REMOVAL O' NEEDS IS PREFERABLE TO CONTROL BY HERBICIDE. 4. HERBICIDE ALL PERSONNEL INVOLVED WITH THE APPLICATION OF HERBICIDES SHALL P05E50 A CURRENT RESTRICTED P15110101 APPLICATOR LICENCE ISSUED BY THE FLORIDA DEPARTMENT Of AGRICULTURE AND CONSUMER SERVICES IN THE AQUATIC AND RICHT OF WAY CATEGORIES SELECTIVELY REMOVE/HEOPICI0E INVASIVE EXOTIC SPECIES AREAS QUARTERLY TO ENSURE COMPI001 FORMATION OF UNDESIREABLE PLANTS. SUCH AS BRAZILIAN PEPPER.. PROVIDE PLANT MATERIAL INSECT AND DISEASE CONTROL INSPECTIONS QUARTERLY AND TREATMENT. E NEEDED. QUARTERLY. 5. PRUNING TREES WITHIN THE RIGNT -Cf-WAY MUST BE TRIMMED TO DISCOURAGE ENCROACHMENT OVER ROADWAYS. SHOULDERS AND CJ.C1.0 ZONE5. SEE 114E FOOT STANDARD SPECIFICATION. CAUTION SHOULD BE EXERCISED DURING PRUNING TO ENSURE THAT BRANCHES OR TRIMMINGS DO NOT ENDANGER TRAFFIC OR CAUSE DAMAGE TO PROPERTY. MAINTAIN 14.5' VERTICAL CLEARANCE OVER TRAVEL LANES AT ALL TI1ACS. THE CITY OF CLEARWATER WILL 0144001 000015 FROM STORM DAMAGE. ALL FELLED TREES AND BROKEN BRANCHES THAT CREATE A POTENTIAL SAFETY HAZARD MUST BE REMOVED IMIAENAIELY. 6. MULCH PINE BARK MULCH 15 TO BE MAINTAINED WITH A 911411.10■ DEPTH OF 3 INCHES IN ALL TREE RINGS AND RED AREAS UNTIL PLANTS GROW IN TO FULLY COVER THE 010 AREA. REPLACE 4001144 TO A DEPTH 01 3' TWICE PER YEAR. T. IRRIGATION ADJUST 1101GAi10N SYSTEM AS NE1010 AFTER THE FIRST 90 DAY CYCLE 10 A SCHEDULE APPROVED BY OWNER. INs17111 ANO RUN IRRIGATION SYSTEM MONTHLY FOR ADJUSTMENT PURPOSES AND PROPER COVERAGE. SPRAY HEADS SHALL BE ADJUSTED AND MAINTAINED SO AS NOT TO SPRAY IN TO 9110 TRAVEL LANE. 8. SPECIAL CARE - NA D. LITTER PICK -UP CITY O CLEARWATER 10 REMOVE ALL LITTER BEFORE EACH MOWING. 10. WORK ZONE CONTROL PLAN - PER FOOT REQUIREMENTS FOR ACTUAL WORK BEING PERFORMED. STANDARD 0401015 4611. 861344H 71616. 11. 1511701E OF MANPOWER AND EQUIPMENT - TO BE P800101D BY CONTRACTOR. 12. TREE STAKING REMOVE STAKING OF TREES AT THE END OF THE ESTABLISHMENT PERIOD UPON FINAL ACCEPTANCE BY THE OWNER AND FOOT. 12 RECORD DRAWINGS 0EWSION CITY OF CLEARWATER, FLORIDA PARKS & RECREATION DEPARTMENT 'IT STARTS IN PARKS GALL 004EI007249 Memorial Causeway Establishment Period Maintenance Plan /A /A IveTVO "'"."135/21/07 off N/A Of° it STATE T ._ ROAD 60 TECHNICAL MAINTENANCE PLAN MAINTENANCE SERVICE ITEMS PROJECT GENERAL MAIN TENANCE SCHEDULE TO BE PERFORMED BY LOCAL GOVERNMENT WEEKS OF 90 DAY CYCLE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC COMMENTS / SPECIFICATIONS 1. MOWING )0( )0( )0( )000( ) 000( )000( )000( )000( )000( )000( )X )0( Bahia turf areas along R/W's to be maintained yearly at a 3.5" height St. Augustine turf areas to be maintained yearly at 3.5" height. Mowing and mulching type mowers, sidewalk & pavement to be blown clean. 2. FERTILIZATION X -I 1- x 1 1 x 1 1 1 x 1 1 1 X 1 3. WEEDING X I X I X i X 1 X 1 X I X I X I X I X I X I X All planted beds monthly. 4. EDGING )0(1X(1 1 1 xxxx 1 ma t 1 1 1 1 xX 1 Xx Edging debris shall be blown off all sidewalks and pavement.City of Clearwater to edge sidewalks and back of Curb with each mowing. 5. HERBICIDE 1 X 1 I 1 x 1 [ 1 X 1 1 1 X 1 City of Clearwater to provide plant material insect and disease control inspections quarterly and treatment, if needed quarterly. 6. PRUNING )00(X1 )000(1 )000(1 )XX( 1 )000(1 )XXX 1 )000(1 )000(1 )000(1=0(1 x)00(1 )000( Canopy trees to be pruned biannually and Palms shall be pruned annually. Maintain 14.5' vertical clearance over travel lanes. 7. MULCHING 1 1 1 I X I 1 1 1 1 1 X 1 Replace Mulch to a depth of 3" twice per year. 8. IRRIGATION X 1 X 1 X I X I X I X 1 X 1 X I X I X I x 1 x Set irrigation systems as needed after 90 day cycle to schedule supplied by Contractor. Inspect and run Irrigation system monthly or adjustment purposes and proper coverage. Maintain heads so as not to spray into travel lane. 9. LITTER PICK -UP )0( 1 )0( 1 XX 1 )00.0(1 X0)0(1 X100(1 X)0((1 )000(1 )000(1 )000(1 )0( 1 )0( City of Clearwater to remove litter before each mowing. 10. WORK ZONE CONTROL PLAN X X X X X X X X X X X X • Per FDOT Requirements for work being performed. Standard Index 611 and 613. 11. ESTIMATE OF MANPOWER AND EQUIPMENT Provided by City of Clearwater. Approved by I I i � RECORD DRAWINGS VIRTIO 0. REVISION wCR CITY OF CLEARWATER. FLORIDA PARKS & RECREATION DEPARTMENT °ITSTARTS IN PARKS' r® far\ CALL LOCAL PUBLIC UTILITY NOTIFICATION CCNCR Memorial Causeway City of Clearwater Maintenance Plan RA Lc 13 /A "bs /m /o IL u Median b b b SYMBOLS ® Work Area b Lone Identification . Direction of Traffic 'Offset zone, al Behind an existing barrier. bl More than 2'behind the curb, c I 15' or more from the edge of travel way. GENERAL NOTES 1. If the work operation (excluding establishing and terminating the work area 1 requires that Iwo or more work vehicles cross the offset zone in any one hour, traffic control will be in accordance with Index No. 612. 2. No special signing Is requlred. 3. This index also applies when work is being performed on a multilane undivided highway. q. This Index also applies to work performed in the median behind an existing barrier or more than 15' from the edge of travel way, both roadways. Work performed In the median behind curb and gutter shall be in accordance with Index No. 612. 5. When a side road intersects the highway within the work area, additional traffic control devices shall be planed in accordance with other applloable TCZ Indexes. 6. When construction acilvitles encroach on a sidewalk refer to Index No. 660. 7. For general TCZ requirements and additional Information refer to Index No. 600. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS AND THEIR ACTIVITIES ARE BEHIND AN EXISTING BARRIER, MORE THAN 2' BEHIND THE CURB, OR 15' OR MORE FROM THE EDGE OF TRAVEL WAY 2006 FDOT Design Standards MULTILANE, WORK OUTSIDE SHOULDER Lest Revision 07/01/05 Sheet No. 1 of 1 Index No. 611 a 0' Do 0' Median White Reflectorized Pavement Markings ,;, SPEEDING FINES DOUBLED WHEN WORKERS PRESENT RIGHT LANE CLOSED HEAD DISTANCE BETWEEN SIGNS Speed Spacing (ft1 Taper Length A B C 40 mph or less 200 200 200 45 mph 350 350 350 50 mph 500 500 500 *55 mph or greater 2640 1690 1000 * The ROAD WORK INILE sign may be used as an alternate to the ROAD WORK AHEAD sign and the RIGHT LANE CLOSED MILE sign may be used as an alternate to the RIGHT LANE CLOSED AHEAD sign. 500' beyond the ROAD WORK AHEAD sign or midway between signs whichever Is less. SYMBOLS ® Work Area 'i Sign With /8 "x 18" (Min.) Orange Flag And Type 8 Light Channellzing Device (See Index No. 600) Type 1, Type IT Or Type 115 Barricade Or Vertical Panel Or Drum ( With Flashing Light) (b Work Zone Sign .o• Advance Warning Arrow Panel C Taper Length • L See Table E Device Spacing -Taper GENERAL NOTES See Table I 0I Buffer Space I See Table .11 1 Device Shooing-Tangent 1. Work operations shall be confined to one traffic lane, leaving the adjacent lone open to traffic. 2. All vehicles, equipment, workers, and their activities are restricted to one side of the roadway. 3. On undivided highways the median signs as shown are to be omitted. 4. When work Is performed In the median lone on divided highways the channellzing device plan Is Inverted and left lone closed and lone ends signs substituted for the right lane closed and lane end signs. The some applies to undivided highways with the following exceptions, (a) Work shall be confined within one median lane. t b) Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and across the trailing end of the work area. When work on undivided highways occurs across the centerline so as to encroach on both median lanes, the inverted plan Is applied to the approach of both roadways. 5. Signs and /raffle control devices are to be modified In accordance with INTERMITTENT WORK STOPPAGE details (sheet 2 of 2) when no work is being performed and the highway is open to (raffle. 6. The two channellzing devices directly In front of the work area may be omitted provided vehicles In the work area have high-intensity rotating, flashing, oscillating, or strobe lights operating. 7. When paved shoulders having o width of 8 ft. or more ore closed. channellzing devices shall be used to close the shoulder 1n advance of the merging toper to direct vehicular traffic to remain within the travel way. See Index No. 612 for shoulder taper formulas. See Table I END II ROAD WORK 'pl Table IC Buffer Space and Toper Length Buffer Taper Length Speed Space fl2' Lateral T,na/Ilan1 (mph) D)s1. L Notes (ft) (ft) (Merge) 25 155 125 30 200 180 L WSe 35 250 245 60 90 305 320 45 360 540 50 425 600 55 495 660 L WS 60 570 720 65 645 780 70 730 840 When Buffer Space cannot be attained due to geometria constraints, the greatest attainable length shall be used, but not less than 200 ft. For lateral transitions other than 12', use formula for L shown In the notes column. Where) L • Length of toper In feet W. Width of lateral transition In feet S. Posted speed limit ( mph l 8. When a side road Intersects the highway within the TTC zone, additional TTC devices shall be placed !n accordance with other applicable TCZ Indexes. 9. This TCZ plan does not apply when work Is being performed in the middle lanes) of a six or more lane highway. See Index No. 614. 10. For general TCZ requirements and additional information refer to Index No. 600. DURATION NOTES 1. Temporary white edgelTne may be omitted for work operations less than 3 days. 2. Signs, arrow panel and buffer space may be omitted If all of the following conditions are met, a) Work operations are 60 minutes or less. 6) Speed limit Is 45 mph or less. al No sight obstructions to vehicles approaching the work area for a distance equal to the buffer space and the toper length combined. d) Vehicles in the work area have high - Intensity, rotating, flashing. oscillating, or strobe lights operating. e) Volume and complexity of the roadway has been considered. CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA 2' OUTSIDE THE EDGE OF TRAVEL WAY. 2006 FDOT Design Standards MULTILANE, WORK WITHIN THE TRAVEL WAY MEDIAN OR OUTSIDE LANE lest Ravislan 07/01/05 Sheol No. 1 of 2 Index No. 613 a a / Median Di @ [Y I// 03 - q Wok A an a a a ... -jam a A 8 C L and Buffer Space Area Temporarily Reopened To Traf Ic 500' END ROAD WORK ** I •� ROAD Arrow Panel Operation DiscontInued And Arrow Panel Shall Be Removed Or Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crosh Cushion ROAD WORK 1 MILE SPEEDING FINES DOUBLED WHEN WORKERS PRESENT �1j WORN }MILE Signs Covered Temporary Pavement Markings Placed Through Work Area EVEN PAVEMENT And Devices Relocated Laterally 2 To 4'Outside Edge Of Travel Woy. a a l Median `� 777TT77 / Work Ara - e=> • . ROAD WORK 1 MILE 500' A B C L and Buffer Space Area Temporarily Reopened To TrolYlc ENO ROAD WORK ** •, . Arrow Panel Operation Discontinued And Arrow Panel Shall Be Removed Or Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crosh Cushion Temporary Pavement Markings And Devices Relocated Trovel Woy. ROAD WORK UNEVEN }MILE LANES Placed Through Work Area Laterally 2' To 4' Outside Edge Of SPEEDING FINES DOUBLED WHEN WORKERS PRESENT Hinged Or Overlay Shields UNEVEN PAVEMENT INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC of FCOyoy o 2006 FDOT Design Standards Last Revision 07/01/05 Sheet No. 2of2 MULTILANE, WORK WITHIN THE TRAVEL WAY MEDIAN OR OUTSIDE LANE Index No. 613 SYMBOLS Work Area 0 Sign With 18" x 18" (Min. �/ Orange Flag And Type 8 Light Oa fi ■e. ■ GENERAL NOTES 1. All vehicles, equipment, workers ( except flaggers I and their activities ore restricted to one side of the roadway. 2. Work operations shall be confined to either one lane or lone combinations as follows: (o I Outside travel lane: (b) Outside auxiliary lane) (c) Outside travel lone and adjoining auxiliary lane: (dl Inside travel lone 4,1 e) Inside auxiliary one °, (f) Inside travel lane and adjoining auxiliary lone °: ° See Sheet 3 of 3 If the work area Is confined to an auxiliary lane the work area shall be barricaded and the RIGHT (LEFT) LANE CLOSED AHEAD signs replaced by ROAD WORK AHEAD signs. and the merge symbol signs eliminated. 3. When vehicles In parking zone block the line of sight to TCZ signs the signs shall be post mounted and located In accordance with Index No. (7302. 4. /f the work space extends across o crosswalk, the crosswalk should be closed using the Information In Index No. 660. 5. Signs are required an the median side for divided highways. 6. The two channellzing devices directly In front and directly at the end of the work area may be omitted provided vehicles in the work area have high - intensity rotating, flashing, oscillating. or strobe lights operating. 7. For general TCZ requirements and additional information refer to Index No. 600. Work Zone Sign Advance Warning Arrow Panel Type 1 Or Type If Barricade Or Vertical Pone/ Or Drum ( With Flashing Light At Night Only ) Type III Barricade Channelizing Device (See Index No. 600) Lane Identification + Direction of Traffic DURATION NOTES 1. Signs and arrow panel may be omitted if all of the following conditions are met: a) Work operations are 60 minutes or less. b) Speed limit Is 45 mph or less. el No sight obstructions to vehicles approaching the work area for a distance equal to twice the taper length. dl Vehicles In the work area have high - Intensity, rotating, flashing, oscillating, or strobe lights operating. e) Volume and complexity of the roadway has been considered. 2006 FDOT Design Standards MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE Lest Revision 07/01/05 1 of 3 Index No. 80eel No 616 a SPEEDING FINES DOUBLED WHEN WORKERS PRESENT • pV . = . Work Area .. . . ■ r "I ..// •/-11 TaerLen th•L) 9 See Table II 1 11 Device Spacing -Taper See Table I I / Erect STOP Sign where 8 the existing slap for le mere then 30 foot from the taper Ike. Remove or saver erteling STOP sign and reinstall when Il,OUgh lane reopened t0 trofflo. Device Spacing Tangent See Table if 500' RIGHT LANE CLDSED ON FAR SIDE OF MINOR SIDESTREET r3 END ROAD WORK ROAD WORK AHEAD ca 3 C b Work Area a RIGHT LANE MUST TURN RIGHT SPEEDING FINES DOUBLED WHEN WORKERS PRESENT 1Device Spacing Tangent 500' See 1TableI•K • I ROAD WORK AHEAD END ROAD WORK RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS I. The normal procedure Is to close on the near side of the Intersection any lone that Is not canted through the Intersection. However, when this results In the olosure of d right lane having significant right turning movements, then the right lane may be restricted to right turns only as shown In this detail. DISTANCE BETWEEN SIGNS Speed Spacing 1 ft ) Speed A 8 C 40 mph or less 200 200 200 45 mph .350 350 350 'v 500' beyond the ROAD WORK AHEAD sign or mldway between signs whichever Is less. Table I Device Spacing Speed Mar. DAdanee Between Perkes (rl) Speed Cones or Type Or Type 0 (mp0) Tubukr Markers 8onhedes or VerHeol Panels or Onoos Toper Tangent Taper nowt 25 25 50 25 50 30 to 45 25 50 30 50 Table II Taper Length - Merge (/2'Lateral Transition 1 Speed L Notes (mph) (ft1 (Merge) 25 /25 30 180 L. W52 35 245 60 40 320 45 540 L- W5 For lateral transitions other than 12', use formula for L shown In the notes column. Where: L • Length of taper In feet W• Width of lateral transition In feet S • Posted speed limit f mph ) 2. For Intersection approaches reduced to a single lane. left turning movements may be prohibited to maintain capacity for through vehicular Traffic. 2006 FDOT Design Standards MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE Lest Sheol No. Revision 07/01/05 2 of 3 Index No. 616 J� a J a Work Area b ■ ■ ■ •• ■ ■ SPEEDING FINES DOUBLED WHEN WORKERS PRESENT C 1i l Taper Length- See Table II I I I a Device Spacing -Taper See Table I 8 ROAD CLOSED misualio LEFT LANE CLOSED ON FAR SIDE OF MINOR S/DESTREET - RESTRICTED TURNING MOVEMENTS Device Spacing Tangent See Table II ROAD WORK AHEAD Cs= 500' NW I ROAD D WORK Work Area ' • • ■ ■ • b 03 C Taper Length- L See Table II 100' Gap Device Spacing Tangent 500' 0' Device Spacing -Taper SPEEDING FINES DOUBLED WHEN WORKERS PRESENT See Table I LEFT LANE MUST TURN LEFT LEFT LANE CLOSED AHEAD END ROAD WORK LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED I. The normal procedure 1s to close on the near side of the intersection any lane that Is not curried through the Intersection. However, when this results In the closure of 0 left lane having significant right turning movements, then the left lane may be reopened as o turn bay for left turns only as show In this detail. DISTANCE BETWEEN SIGNS Speed Spacing (ft 1 Speed A 8 C 40 mph or less 200 200 200 45 mph 350 350 350 * 500' beyond the ROAD WORK AHEAD sign or midway between signs whichever Is less. Table I Device Spacing Speed Noe. Olstance Between Dewlces fft1 Speed Cones or Type or Typo D ( mph) TVbWar Norkde Barrlaadee or Verwmsl Panels or &was Taper Tangent Taper Tangent 25 25 50 25 50 30 to 45 25 50 30 50 Table II Taper Length - Merge (12' Lateral Transition ) Speed L Notes (mph) (ft) (Merge) 25 125 30 /80 1 -WS` 35 245 60 40 320 45 590 L•WS For lateral transitions other than 12', use formula for L shown In the notes column. Where: L. Length of taper In feet W• Width of lateral transition in feet 5- Posted speed limit ( mph) 2006 FDOT Design Standards MULTILANE, WORK NEAR INTERSECTION MEDIAN OR OUTSIDE LANE Lest Sheet No. Revision 07/01/05 3 of 3 Index No. 616 50 100 150 200 Spoolng lln Feet1 250 300 350 CHART I RECOMMENDED SPACING FOR BALED HAY BARRIERS AND TYPE III SILT FENCE Silt Harrier od Ditch Bottom Inlet t Median Mob Um. DIM Silt Barrier Cron brain --..I _— ,F 50'YOx. 50'YOx. SIlI Boler _EnWOn 1._'__ w Sod Limits Of Cans; lion DITCH INSTALLATIONS AT DRAINAGE STRUCTURES 2006 FOOT Design Standards TEMPORARY EROSION AND SEDIMENT CONTROL Last Revision 00 Sheet No. 1 of 3 Index No. 102 fir lt at the ler barrier NOTE, upstream as slwwn Spbarr In Ida oie r at th e above. Spooling, , should ohort are dated elevot /an as the Do adjusted Dosed 111 on ,flop e ground overflow of downstream Oil actual site performance. Consider Temparay Oso Of Sod + 50 100 150 200 Spoolng lln Feet1 250 300 350 CHART I RECOMMENDED SPACING FOR BALED HAY BARRIERS AND TYPE III SILT FENCE Silt Harrier od Ditch Bottom Inlet t Median Mob Um. DIM Silt Barrier Cron brain --..I _— ,F 50'YOx. 50'YOx. SIlI Boler _EnWOn 1._'__ w Sod Limits Of Cans; lion DITCH INSTALLATIONS AT DRAINAGE STRUCTURES 2006 FOOT Design Standards TEMPORARY EROSION AND SEDIMENT CONTROL Last Revision 00 Sheet No. 1 of 3 Index No. 102 Rock Bobs PARTIAL INLET Curb & Gutter Curb & Gutter Rock Bops COMPLETED INLET - -,- --- Ditch • --,-- Ditch • DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES See Below For Proteotim At Toe Of Slope SECTION AA note, Where The slope length exceeds 25 feet, 0000/ 00/ one row of bole barriers at Ox /0.0/00510,! grade midway up the slope. Con ?,wt two rows of bole bunters where the slope length exceeds 50 Poet. As Required ALONO FILL SLOPE Natural PLAN Overlap Ends Cround Fill Slope ELEVATION TO OE 5500 WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE AT TOE OF SLOPE BARRIERS FOR FILL SLOPES Edge of Shoulder, Grade Vorles 0 X Grade. Length Varies JI ft •I• •1• Toe or Slope Or OHO Bottom. Grade Varies ELEVATION Flow PLAN Fl/l Slope ELEVATION TO BE USED WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE Sand Bogs 5'Mln. Pout. Roll Sod PLAN Post nq;ir. +slur -i!ri�1�'��k•' ELEVATION BARRIER FOR PAVED DITCH l' Mln. Recommended — Woven F1Ner Fabric In Absence Of Eslabiished Grass t Approx. 12.4 12' 1. —I Secure Edges By Entrenching And Extend Under Gage and Bales. Fabrlo S hall Meet 764 Requirements Of S ection 905 Of The Standard Specifications. PLAN I' Mln. Recommended Anchor Top Bales To Laver Bales With 2 Stokes Per Bale. ELEVATION ELEVATION • ul PLAN TYPE I! TYPE I BARRIERS FOR UNPAVED DITCHES NOTES FOR BALED HAY OR STRAW BARRIERS !. Type land If Bafflers should by spaced In oocordonce with Chart 1.500.11. E. Hay boles shall be trenched 3" to 4" and onohored with 2 - l' x 2 "for I" dla.) x 4' wood slakes. Stakes of other material or shape providing equivalent strength may be Used If approved by the Engineer. Slakes other than wood shall be removed upon completion of the prefect. 3. Rolls and posts shall be 2' x 4" wood. 0 /her materials provldhp eWNlalent strength may be used If approved by the Engineer. 4. AdJaoent !ales shall be butted (hasty together. Unaroldable gaps shall be plugged with lay or straw to prevent sill from passing. 5. Where used In 0oniunot10n with silt fence, hay boles shall be plood on the upstream side of the fence. 6. Boles to be pall for under the =Hoot unit Aloe for Baled Nay or Slrw, EA. The uMl price shall 100105e the cos/ of filler f&WAe for Type I and II Bottlers. Sand bogs shall be pole/ for under the unit price for Sandbagging, CY. Rook bags to be paid for under the 0001.00/ unit price for !rook Bogs, EA. I'Min. Recommended 2006 FOOT Design Standards TEMPORARY EROSION AND SEDIMENT CONTROL RBV'Rbn Shaer No. 00 2of3 in_a0 No. Post Option, Softwood 2f Olo. Softwood 2x4 ", lfordwood Irk li Steel 1.33 /00/21 Optional Post Pos71/ons � Pr7nciple Post Positron '1 r.-. -- (Canted 20' Toward FlowI 0' Max. Filter Fabric lln Conformaroe With �I soo. 985 Poor Span.) fl` 11. Filter Fobrlo I / I Sr /1 Flow Pool Opllons, Sofhvaad 4" Oh. Sofhvoad 4"x4" HOrotvood 3" 010. Steel 1.33150/f1 Min. ELEVATION TYPE if SILT FENCE 5111 Fence SECTION Slit Fence Protection In 07005,8 with Intermittent Flow S7orswoler --^^- Runoff SILT FENCE APPLICATIONS Optional Post Positions Poultry Mesh (20 Go. kiln. 1 Or Type A Fence Fabric (Index No. 80/6 Seaton 550 FOOT Speo.) filler Fabric (ln Conforrronoo With Seto. 985 FOOT Spec. ELEVATION TYPE ZY SILT FENCE Post Slit Fence Protection Around Dilaa Bottom Inlets. NOTES FOR SILT FENCES 1. Type 25 SID Fence to be used at most loo0tlons. Whero usod In 87(00,3. the spacing for Type 112 5111 fence shall be in accordance with Chart 1, Sheet 1. 2. Type IP SID Fence 7o be used where large sediment loads are antlolpoted. Suggested use Is where fill slope Is l2 or steeper and length of slope exceeds 25 feet. Avoid use where the detained wafer may bock into travel lanes or off the right of way. 3. Do not conslrucl slit fences woes permanent flowing watercourses. Sill fences are to be al upland locallans and turbidity barriers used of permanent bodies of water. 4. Where used as slope profeoton, Slit Fence 7s to be aonslnpted on Ox longitudinal grade t0 amid ahonnells7ng runoff along the length of the fence. 5. SID Fence to be po7d for under 7ho oonlrect unit price for Stoked Slll Fence, (!F 1. �,x Principle Post Posl7700 (Canted 20' Toward Flow) SECTION Poultry Mesh Or Type A Pence Faorto Filter Fabrlo 511! Flow Post Place the end post of one fence behind the end post of the other fence as shown. Rolole both pos /s al least le0 degrees In o cleclwlse dlreotlon to creole a fight soot with the fabric material. Or70e both posts Into the ground and tarry flop. PLAN VIEW JOINING TWO SILT FENCES 2006 FDOT Design Standards TEMPORARY EROSION AND SEDIMENT CONTROL Last Rovidpn 07/01/05 Sheol No. 3 of 3 102 GENERAL NOTES 1. Details apply to bath rural and urban intersections under stop sign control or flashing beacon control. For full signal controlled intersections see Design Note No 4. 2. Sight distance Id applies to normal and skewed Intersections ( intersecting angles between 60' and 120'1, and where vertical and /or horizontal curves are present. Sight distance I d) Is measured along the major roadway from the center of the entrance lane of the minor roadway to the center of the near approach lane (right or left) of the major roadway. Distances di, and d, are measured from the centerline of the entrance lane of the minor roadway to a point on the edge of the near side outer traffic lone on the motor roadway. Distance d,, is measured from the center line of the entrance lone of the minor roadway to a point on the median clear zone limit or horizontal clearance limit for the for side roadway of the motor roadway. 3. a. The limits of clear sight define a corridor throughout which a clear sight window must be preserved. See WINDOW DETAIL, Sheet 6. b. Clear sight must be provided between vehicles at intersection stop locations, and vehicles on the major roadway within dimension 'd'. c. Since observations are made in both directions along the line of sight, the reference datum between roadways Is 3' -6" above respective pavements. 4. Barrier systems within Intersection sight corridors, where penelra //on Into the sight window might occur. shall be located to provide the /east adverse affect practical. 5. The corridor defined by the 1im11s of clear sight Is a restricted planting area. Drivers of vehioles on the Intersecting roadway and vehicles on the major roadway must be able to see each other clearly throughout the limits of 'd' and 'da'. If in the Engineers Judgement, landscaping Interferes with the line of sight corridor proscribed by these standards the Engineer may rearrange, relocate or eliminate plantings. Plants within the restricted areas ore limited to selections as follows, Ground Cover & Tanked Plants (Separate or Combined), Ground Covers - Plant selection of /ow growing vegetation which at maturity does not attain a height greater than /8" below the sight line datum. For ground cover In combination with trees and palms, the following heights below the sight line datum will apply, 24" for trees and palms /I" dia., and, 18" for sabot palms>I / "s18" dia. (dia.- within Sight Window). Trunked Plants - Plant selection of a mature trunk diameter 4" or less measured at 6" above the ground. Canopy or high borne foliage shall never be lower than 5' above the sight line datum. These selections shall be spaced no closer than 20'. Trees, Trees can be used with !Owns pavers, pavement, gravel, bark Or wood chip beds, ground covers or other Department opproved material. The clear sight window must be in conformance with the 'WINDOW DETAIL' modified to attain the height requirements listed In 'Ground Covers' above. Tree size and spacing shall conform to the following tabular values, Description Speed ( mph ) 30 1 35 � 40 1 45 I 50 55 1 60 ( Inches) Diameter Sight (Within Limits Of Slghf Wlndowl > >4sll >llsl8 .4011 >lis/8 i .411/ •110181 >4sll >Ilsl8 >4s11 >l/0/8 .4011 >l/s18 (Feet) Minimum Spacing !c. to c. Of Trunk) 22 I 91 I 27 1 108 33 126 40 146 45 165 52 173 60 193 Sizes and spacings are based on the following conditions, (a l A single line of trees In the median parallel to but not necessarily colinear with the centerline, (b ) A straight approaching mainline, w /thT skew limits as described In No. 2 above. lc) I. Trees and palms s/l "in diameter casting a vertical 6' wide shadow Land on a vehicle entering at stop bar location when viewed by mainline driver beginning at distance 'd'; see SHADOW DIAGRAM. Sheet 6. 2. Sabel palms with diameters >II "lo e18" spaced at Intervals providing a 2 second full view of entering vehicle at stop bar location when viewed by mainline driver beginning al distance 'd'; see PERCEPTION DIAGRAM, Sheet 6. (d) Trees with diameters s 11" intermixed with trees with diameters >ll "018" are to be spaced based on trees with diameters>Il "s/8 ". For any other conditions the tree sizes, spacings and locations shall be detailed 1n the plans, see Design Note No. 5. DESIGN NOTES I. The Information shown on this index Is Intended solely for the purpose of clear sight development and maintenance at Intersecting highways, roads and streets, and Is not Intended to be used to establish roadway and roadside safely except as related to clear sight corridors. An analysis of sight distance shall be documented for all intersections. 2. Details are based on the AASHTO 'A Policy On Geometric Design Of Highways And Streets, 2001'. CHAPTER 9, INTERSECTION SIGHT DISTANCE, CASES 8 and F, and Department practices for channellZed median openings ( left turns from major roadways). 3. The minimum driver eye setback of 14.5' from the edge of the traveled way may be adjusted on any Intersection leg only when justified by 0 documented, site specific field study of vehicle stopping position and driver eye position. 4. For SIGNALIZED INTERSECTIONS sight distances should be developed bused on AASMTO 'Case 0- intersections With Traffic Signal Control'. 'At signalized Intersections, the first vehicle slopped on one approach should be visible to the driver of the first vehlc /e slopped on each of the other approaches. Left - turning vehicles should have sufficient sight distance to select gaps in oncoming traffic and complete left turns. Apart from these sight conditions, there ore generally no other approach or departure sight triangles needed for signalized intersections. However. If the traffic, signal Is to be placed on two -way flashing operation (1.e. flashing yellow on the major -road approaches and flashing red on the minor -road approaches) under off -peak or nighttime conditions, then the opproprlote departure sight triangles for Case 8, both to the left and to the right, should be provided for the minor -road approaches. In addition, If right turns on a red signal are to be permitted from any approach, Then the appropriate departure sight triangle to the left for Case 62 should be provided to accommodate right turns from that approach.' 5. Where curvature, superelevatlon, adverse spill profiles or other conditions preclude the use of standard tree sizes and spacing, proof of view and shadowing restraints must be documented and the size and location of trees In medians detailed In the plans. 6. Intersection sight distance values are provided for Passenger Vehicles, 5U Vehicles and Combination Vehicles. Intersection sight distance based on the Passenger Vehicle Is suitable for most intersections. Where substantial volumes of heavy vehicles enter the major-road, such as from romp terminals with stop control or roadways serving truck terminals, the use of tabulated values for SU Vehicles or Combination Vehicles should be considered. 2006 FDOT Design Standards SIGHT DISTANCE AT INTERSECTIONS Lest Sheet No Revision 07/01/05 1 of 6 Index No. 546 Damao a. n mndr IIIIflIH Intl Rl'J1'1II'1 fill Limit OF Clear Sigh! Sight d, d U�- e IIIy:W" ly�yyeuw�w� �.- Linit Of Clear Sight .� Llmll Of Clear Sight do �I dr d I�I rf Crossroad It iftEMIMalThelms Limit Of Clear Sight 411 PICTORIAL 2 LANE UNDIVIDED , A Am I III hl I4 Bl �► m ■■• s Crossroad 61- REMEMIngROMMigb �IQ M0KN0 MEAKNEA FiEFi'IFiF)IiFI cara1rara MEAtMUA DE IFEUM FT1 I F Passenger Vehicle FAi ,FnMA Faiitarriirm naramrarzi 5U Vehicle TOM FAVArTAM raLmarg OFLiE'41FE] EaM/F'1ir7 c it u i �J Combination VeMOI SIGHT DISTANCE (d1 AND RELATED DISTANCES (c10, d, (FEET) 2 LANE UNDMDED d PICTORIAL 2 LANE 2 WAY • FLARED FOR OPPOSING LEFT TURN CENTERED ON ALIGNMENT Lim it Of Clear Sight d� d ft� 1,--1 Crossroad Limit Of Clear Slight d, PICTORIAL 2 LANE 2 WAY • FLARED FOR SINGLE SIDE LEFT TURN CENTERED ON ALIGNMENT LEGEND Areas Free Of Sight Obstructions NOTE See Sheet 6 for Intersecting roadway origin of clear sight and quadrant corner clips. 0C10 FZIFFL MIEI FFICIFif TIM cam MEArgirjta DEAFnO ElrizaFFarz43 rainnwpmtm MEM MA f1.7.71 Passenger Vehicle Eno FI Irl ArT l F- AVIAF37F7 00EM0 CFir -Avra a. carmerarm HMO SU Vehlole Combination Vohlolo SIGHT DISTANCE (d) AND RELATED DISTANCES (dL,d, ) (FEET) 2 LANE 2 WAY • FLARED FOR LEFT TURNS 2006 FDOT Design Standards SIGHT DISTANCE AT INTERSECTIONS Lest Revlsien 04 Sheet No. 2 of 6 Index No. 546 l uIC e PI p!pi- F Crossroad UT1 pIi iiI0i f! hff iuri rm n r,„ . .„ „ r i r AIRIII pill III ilili ti Limit Or Clear Sight di. d lei biII .''11111 Limit Of Clear Sight d PICTORIAL 4 LANE UNDMDED I 4iQ - liZNIIIfl�1111ii�Ah iimlktmtara hml,arrt∎,,.,e,..___ - -__�>,.._ �. ,�vEw �TNU�NlIJ�1'I��I�� ,,,r'fli�11 �'�- ul�`� — _ — - t d. �__ d, d 1 �_ 4I1 0�0 men WZ3Egf LEICEIVAEM 11=IC+JT EFi Faulquagra USWAIMIntel Passenger Vehicle 5U Vehlol. Combination Vehicle SIGHT DISTANCE d) AND RELATED DISTANCES (d , d,) ( FEET ) 4 LANE UNDMDED d PICTORIAL 4 LANE UNDMDED FLARED - SYMMETRICAL 1!=^^�e�ILEGEND I`°° PRIng Areas Free Of Sight Obstruction. PICTORIAL 4 LANE UNDMDED WITH OPTIONAL LANE NOTE, See Sheet 6 for Intersecting roadway origin Of Clear eight and quadrant corner clips. i TICS Passenger Vehicle 5U Vehicle Combination Vehicle SIGHT DISTANCE d) MD RELATED DISTANCES (d , d,) ( FEET ) 4 LANE UNDIVIDED FLARED - SYMMETRICAL 3000 1=1Ea1L® E7' miLriQ_7 merArzarri Emus kl0�0 kluAtI2jrzti oEAWI ramdiriAm IntELICIM JLTdE iP1,1 r0[0]f] Calm 680 EZi (/ ®m TIM I ©mm carizrgi Earzatiwrga FAMfailf Ct]'iGFIFr7 Pas eager Vehicle SU Vehicle Combination Vehkle SIGHT DISTANCE (d) AND RELATED DISTANCES (d6 , d,) (FEET ) 4 LANE UNDMDED WITH OPTIONAL LANE 2006 FOOT Design Standards SIGHT DISTANCE AT INTERSECTIONS Leal Revision 04 Sheet No. 3 of 8 Index No. 546 N£0/AN 22'08 LESS d di dh d, d. 30 390 280 35 460 330 40 520 370 590 650 720 45 50 55 60 65 780 420 90 109 I/O 130 320 90 430 480 850 460 140 530 5/0 160 590 550 RO 640 600 190 700 wirrEcra HMO NFE(�+7]�Fr7m 200 E:1C.4 ik-ra x.71` GEI PASSENGER VEHICLE (P) '£O/AN 35'0/6 LESS 720 510 1080 760 SINGLE -UNIT /1701AN 30'0R LESS 30 35 40 d 620 440 0 /20 520 720 510 820 580 140 /60 7r6J 45 50 53 60 65 930 1030 1150 1240 1340 660 730 800 880 950 180 760 200 860 220 950 240 1040 260 1120 TRUCK (SU) d=• a•• j�I,Vlnntiflii.l 0 onwialxlnmrnnnnnmuat u:::� ul�:::Il.f�.��r t�'� f Crossroad 811 Soo INSET A Limited To Ground Cover bi, ...... • See INSET B numnrmm gil I tlWlfl : iii_MIE :4/ ,( /L. 1111111 /111411111 L1981 Of Clear 51gh1 ' d, d. Llmlt Of Clear Sight d Limll Of Median SIahIODslnlclion PLAN PICTORIAL * 6'For Restrloled Conditions CZ For Non- Reetriotoe Conditions See Index No. 700 d L dvL TEM tagmEgavigivA L7Fii7MJ gALs'g ©' moos ©©rimes.] ramlizarziarra INTERMEDIATE SEMI- TRAILERS (W5 -40 & WE -501 Where no Media. Is Surf latently Wide For The Design Vehicle To Pause In The Medlon (Vehicle LengT Plus 6'Mln. l The Clear Lino Of Sight To The Right (dv) Is Measured From The Vehlole Pause Loos/ton, I.e. Not From The Cross Rood Slop Position, 015Mnoes d, & Do Not App&. INSET A Vehicle Type Vehicle Length (Ft.1 Passenger 1 P 1 /9 Single Onit 1 SS 1 .30 Largo School &u 40 W8 -40 45.5 W8 -50 55 SIGHT DISTANCES (d) & (d V) AND RELATED DISTANCES (d1 e d r, d. & d V2) ( FEET ) 4 LANE DIVIDED ROADWAY I!Ili 6J0flml LEGEND Areas Free Of Skid OMdnrollans INSET 0 NOTES FOR 4 -LANE DIVIDED ROADWAY 1. See Sheet6 for origin of oleo, sight line on the minor rood. 2. Values shown In the tables are the governing (controlling) sight d/s(anao9 calculated Dosed on 'AASNTO Case B - /nterseallon WNh Slop Control on the Minor Road.' 2008 FOOT Design Standards SIGHT DISTANCE AT INTERSECTIONS Las? Revision 04 81,801 No. 4 of 6 Index No. 546 MEDIAN 22'08 LESS ds dt d, 4, 4/. 3 . 35 Om© 410 WilIFFALQA 470 45 530 50 51_0 055 F ]Li�fll76600 25'-61' MEDIAN 580 PASSENGER VEHICLE (P) MEDIAN 35'OR LESS A4 dx di d, 30 590 420 90 50 35 690 490 I/O 600 40 45 50 55 05 780 550 120 8130 620 140 980 690 160 280 760 650 940 1/70 830 /90 1020 100 1080 760 170 12770 900 200 SINGLE-UNIT TRUCK (SO) EOTAN 30'08 LESS dx 85 el, L w 30 670 470 35 780 550 40 690 630 45 LOW 7/0 50 NO 790 55 1520 660 60 1330 940 65 1440 /020 • 110 580 /30 /50 170 190 200 220 240 670 no 860 960 050 1150 TG96 INTERMEDIATE SEMI- TRAILERS (1M-40 & 618 -50) el�:Vlli ar Crossroad Sao INSET A Limited To Ground Cover / !) )5/ 90/ I1a: fill i' �lluxnnnucluum7,11 /111 /11 Limit Of Clem 5,001 d5 50e /N5E1 e 00 minuuualnorxmunnuxuu101hiu��n ::: Limit Of Medlon 5100110081rucli00 d (d5 For One -Step Crossing) d (d0 For One-Step Crossing) PLAN PICTORIAL * 6' For Restricted Conditions CZ For Non•Reslrkled Conditions See Index No. 707 dv L ti d6. Where The Median Is Sufficiently Wide for The Design Vehicle To Pause In The Median (Veh101e Length P108 6'1/0. i The Clear Line Of Sight To The Right (dv) 18 Measured From The Vehicle Pause Location. i.e. Not From The Cross Read Slop Position, Distances ch. & d, Do Not Apply. INSET A SIGHT DISTANCES (d ), (d v) & (d„) AND RELATED DISTANCES (d1, d ,, d 8 & d v1) ( FEET ) 6 LANE DIVIDED Irailr�l�au�la LEGEND Areas tree 0I sight Obstructions dtafHilltilaammElEgg INSET B NOTES FOR 4 -LANE DIVIDED ROADWAY 1. See Sheet 6 for origin of clear sight line on the minor rood. E. Values shown In the tables are the governing (canlrollingl sight distances consMaled Posed on 'AASMTO Case 8 - Intersection w111, Stop Control on the Minor Rood.' 2006 FDOT Design Standards SIGHT DISTANCE AT INTERSECTIONS Lest Revision 04 Sheet No. 5 of 6 de I!�III�iCIIJI dr R/W r-i 6 !1:!::Ib:!r;!y�er+,v` � -L1mR Of Clear Sight e�e:yw• Corner Clip For Maintenance Of Clear Sight Window —1- -Minor Rood Under Stop Control Ij Corner Clip For Development And M4lnlenane Of Clear Sigh/ Window * Edge Of M Jor Road Traveled Way The Traveled Way Is The Portion Of The Roaolvay For The Movement Of Vehicles, Exclusive Of Shoulders And Marked Bicycle Lanes. Note, Lines For 'L1m1101/ Clear Sight Are Opposite Nand When MJor Road Near Lane Traffic Movind Left (e.g. One-Way Left I. I PICTORIAL. BoNam Of Canopy ORIGIN OF CLEAR SIGHT UNE ON MINOR ROAD 3.5'(See Demerol Note 3c) Pavement -6" Top Or 6round Cover I Line Datum The In ant Of This Standard N 7o Provide A Window With Vertical Limns Of Not Lass Than 5'Above And 1' -6" Below The Sight Line Datum, And Horizontal Limits Defined By The Limits Of Clear Sight. PICTORIAL WINDOW DETAIL IoJ T J I / �. de ....I. i j ti's+.:' I Lrmll Of Clew slot -----------'---- I3M 6'HC -i - -® Limit Of Med100 S1 ht ODsfructlon� do PICTORIAL de (Feet) Design Ilan 2 Lanes .3 Lon s Speed MPH Crossed Crossed rowed P 5U Comb. P SU CO omb. P SU Comb. 30 245 285 330 265 320 360 285 350 390 • 35 285 335 385 310 370 420 335 405 460 40 325 380 4M 355 4E5 480 380 465 525 45 365 430 495 395 475 540 430 520 590 it See Note. d' The de values In Nils table were established by the me /hod referenced In (lesion Note 3, and are mpp /lmble to urban, predominantly curbed roadways vim design speeds of 45 mph or lees and meeting the resirloled oondl /tans defined In Index No. 700. For horizontal oleoronoe (W1 of six feet (6' 1, toe v a l u e s f o r d e m a y be determined b y the equation de • do (w/W42 L Par roodwoys with non - restricted condition,. de and de should be hosed on the geometry for The left turn storage and on clear zone widths (See Index No.7001. CHANNEUZEO DIRECTIONAL MEDIAN OPENINGS Restrloted Unrestricted (2 Sep. M/n. ■ R AIIJII PAM 1410. Spacing When Caliper >8 sir d PERCEPTION DIAGRAM SETTING SABAL PALM (STATE TREEI SPACING SHADOW DIAGRAM LEGEND Areas Frew Of Sight Obstructions 2006 FDOT Design Standards SIGHT DISTANCE AT INTERSECTIONS Lest Revision 04 Sheet No 6 of 6 Index No. 546