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Speckled Perch Parade Rule 14-65.0035(1)(c),F.A.C. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 850-040-65 TEMPORARY CLOSING OF STATE ROAD PERMIT MAINTENANCE Date: )1/25/2023 Permit No. 2023-F-191-00005 ��-;3'ao ( Governmental Entity Approving Local Government CITY OF OKEECHOBEE Contact Person ASHLEY MARSHALL Address 55 SE 3rd Avenue Okeechobee, Florida 34974 Telephone (863) 763-3372 ext. 9821_ Email permit@cityofokeechobee.com Organization Requesting Special Event Name of Organization Okeechobee Main Street Contact Person Sharie Turgeon Address 111 NE 2nd Avenue Okeechobee, Florida 34972 Telephone (863)357-6246 ext. Email info@okeechobeemainstreet.org Description of Special Event Event Title Speckled Perch Festival and Parade Date of Event 3/11/2023 Start Time 10:00 AM (EST) End Time 11:00 AM (EST) Event Route (attach map) Detour Route (attach map) Law Enforcement Agency Responsible for Traffic Control Name of Agency Okeechobee City Police US Coast Guard Approval for Controlling Movable Brid e Not Applicable ❑ Copy of USCG Approval Letter Attached ❑ Bridge Location The Permittee will assume all risk of and indemnify, defend and save harmless the State of Florida and the FDOT from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise of this event. The Permittee shall be responsible to maintain the portion of the state road it occupies for the duration of this event, free of litter and providing a safe environment to the public. Signatures of Authorization Event Coordinator Sharie Turgeon Signature Sharie Turgeon Date 1/25/2023 Law Enforcement Name/Title Donald Hagan/Chief of Police Signature Donald Hagan Date 1/25/2023 Government Official Name/Title Gary Ritter/City Administrator Signature Gary Ritter Date 1/25/2023 FDOT Special Conditions FDOT Authorization Name/Title Vivianne Pena/ADMINISTRATIVE SECF Signature Vivianne Pena pate 1/?5/2C23 ___ RESOLUTION NO.2022-08 A RESOLUTION OF THE CITY OF OKEECHOBEE, FLORIDA; RESCINDING RESOLUTION NO. 2019-10 CONCERNING TEMPORARY CLOSING OF STATE ROADS FOR SPECIAL EVENTS; CREATING PROCEDURES AND FORMS FOR SUBMISSION TO FLORIDA DEPARTMENT OF TRANSPORTATION FOR STATE APPROVAL FOR SUCH CLOSINGS; PROVIDING FOR CONFLICT; PROVIDING FOR SEVERABILITY;AND PROVIDING FOR AN EFFECTIVE DATE WHEREAS, the Florida Department of Transportation ("FDOT") publishes promulgated rules and procedures for an application to temporarily close state roads for special events in the Florida Administrative Code("FAC");and WHEREAS,the City of Okeechobee,Florida("City")has previously adopted resolutions setting forth some of these procedures;and WHEREAS, it has been requested by the FDOT that the City update, and adopt by resolution, additional rules and procedures for the closing of state roads for special events;and WHEREAS,the City,as well as other organizations,have historically sought closure of State Road 70 and U.S. Highway 441/State Road 15 to conduct parades and special events for the citizens of Okeechobee County("County"),and continuing that tradition is in the best interests of the City and County;and WHEREAS, these events have historically included, but shall not be limited to, Speckled Perch Parade,the Labor Day Parade,the Okeechobee High School Homecoming Parade, and the Okeechobee Main Street Christmas Festival Lighted Parade. NOW, THEREFORE, be it resolved before the City Council for the City of Okeechobee, Florida; presented at a duly advertised public meeting; and passed by majority vote of the City Council;and properly executed by the Mayor or designee,as Chief Presiding Officer for the City: SECTION 1.The City hereby rescinds prior Resolution No.2019-10 and creates procedures for temporary closings of state roads by this Resolution. SECTION 2.This Resolution is created to conform to the current requirements of Rules 14- 65.0035 and 14-65.0075, FAC, which contains the rules and procedures to follow when applying for temporary closing of state roads for special events. SECTION 3.That when the City seeks to apply for a temporary closure of state roads to the FDOT,City Staff must adhere to the following: a. Any special event shall be approved by the City Administrator and Chief of Police, or designee(s) in advance with approvals of pertinent department heads that would be involved in the event,if necessary. b. Prior to an application for the closing of a state road,City Staff must determine whether the closing is necessary to conduct the special event. c. The application for closure must be submitted on FDOT form 850-040-65 (rev.12/11) or as hereafter amended and submit same to any FDOT area operations office. Resolution No.2022-08,Page 1 of 2 d, The City shall submit with the application form this duly executed Resolution, which authorizes City Staff to approve and submit the application for the special event,along with information from the City Administrator,Chief of Police,or their designee(s)requesting the closure which shall include the following,if requested by the FDOT: i. disclosing the date and time and duration of the closure. ii. a marked map indicating the temporary detours to be utilized by the public and showing placement of appropriate signage; the stationing of any Officers or flagmen;and locations of cones or barriers necessary to detour traffic in a safe and efficient manner. e. The City Administrator, Chief of Police, or their designee(s) are authorized to complete the application process and submit for the temporary closing of a state road or right-of-way. f. As a condition of the approval of a temporary road closure by the FDOT, the sponsor of the special event shall obtain single event liability insurance in the sum not less than one million dollars($1,000,000.00),or such other amount as deemed necessary by the FDOT, naming the FDOT as additional insured,and indemnify and hold harmless the FDOT from and against any claim,demand, suit, personal injury, or death. Any sponsor or organization requesting a temporary road closure shall also execute an indemnity agreement holding the City harmless. The policy obtained by the sponsor or organization shall be considered primary coverage for any loss, and any self-insurance by the City shall be considered to be secondary. g. Nothing herein shall be construed as a waiver of the City's immunity or statutory protection under Florida Statute Chapter 768. SECTION L4.All resolutions or parts of resolutions in conflict herewith are hereby repealed. SECTION 5.If any section,subsection,sentence,clause,phrase or portion of this Resolution, or application hereof, is for any reason held invalid or unconstitutional by any court of competent jurisdiction,such portion or provision and such holding shall not affect the validity of the remaining portions or applications herein. SECTION 6.This Resolution shall take effect immediately upon its adoption. INTRODUCED AND ADOPTED by the City Council of the City of Okeechobee,Florida on this 15th day of November 2022. /, Dowling R.Watford,'Jr.,Mayor ATTEST;- ' Lane Gamiotea,CMC,City Clerk REVIEWED FO LEGAL SUFFICIENCY: i--J" J J.Fumero,City Attorney Resolution No.2022-08,Page 2 of 2 IA N 12 2022 RcJ •4-65.00.75(I((c).F.A.C. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 850g40b5 TEMPORARY CLOSING OF STATE ROAD PERMIT MAINTENANCE 1/12/2023 12/11Date: Permit No. Governmental Entity Approving Local Government City of Okeechobee Contact Person Ashley Marshall Address 55 SE 3rd Ave. Okeechobee, FL. 34974 Telephone 863-763-3372 - Email permitAcityofokeechobee.com Organization Requesting Special Event Name of Organization Okeechobee Main Street Contact Person Sharie Turgeon Address 111 NE 2nd St Okeerhnhee, Fl. 34972 Telephone 863-357-6246 Email infogokeechobeemainstreet.org Description of Special Event Event Title Speckled Perch Festival and Parade Date of Event Saturday March 11, 2023 Start Time 10 AM End Time 11 AM Event Route(attach map) Regular Parade Route • Detour Route(attach map) Law Enforcement Agency Responsible for Traffic Control Name of Agency Okeechobee City Police US Coast Guard Approval for Controlling Movable Bridge Not Applicable [xJ Copy of USCG Approval Letter Attached ❑ Bridge Location _ The Permittee will assume all risk of and indemnify,defend and save harmless the State of Florida and the FOOT from and against any and all toss,damage,'cost or expense arising in any manner on account of the exercise of this event. The Permittee shall be responsible to maintain the portion of the state road It occupies for the duration of this event,free of litter and providing a safe environment to the public. Signatures of Authorization Event Coordinator Sharie Turgeon Signature cUraftkl P:!,„___-_Date ; 1j r /c2.3 Law Enforcement f Name/Titte a a g,' Signature Date $ Government Official Name/Title �j. /6)I,4ie�/1_+;` Signature Date /.") FDOT Special Conditions • • • FDOT Authorization Name/Title • Signature Date ty of Okeechobee 2023 Speckled Perch Parade,3/11/2023 Placing of all barricades,cones and other traffic control devices shall conform to the 2020/2021 FDOT Standard Plans,Index 102-600 IIIIIII Parade Route ing Detour Route Page 1 of 6 IL.JY • +' --_. ,a; ... ,., T 1 /a ;,. NE-s3,a s �..,. I 1ilki b., -- t 1 0� 1 ,' • ,..' .1 rt t- i • , . . h •••••4111 5-.f. .7 APPli, ..t ..A if: + - -m . _ <. - � � . -\__ ,- �',, 14,4` .T-----C •. 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' - s * -. 9v I jDia ;r4 r+ if// 6) d�a C ;"f ! 1 < -r Z• llMf' i� oad\\ .. -1. . .=� ._ , Google Earth. t5 �"'� Closed ' '� ' j Ahead__ .i 4 ' _ n� e•. tjF•.r fE• y :Ja 1 .� - __1 a �. 3 i:.. _ _ -— - , 1 � i- '•-• -- " I L.`r- i•t -. 1 - Gi . .!L IL .I0 e'. a I. . • 4AliallI011lh4 4.=14 i ' .. . GENERAL NOTES: SHEET TABLE OF CONTENTS 1.This Index contains information specific to the Federal and State guidelines and standards for the 1 General Notes.TTC Tables preparation of traffic control plans and for the execution of traffic control in work zones,for Definitions construction and maintenance operations and utility work on highways,roads and streets on the State Highway System.Certain requirements in this Index are based on the high volume nature of Temporary Traffic Control Devices State Highways. For highways,roads and streets off the State Highway System,the local agency Overhead Work (City/County)having jurisdiction may adopt requirements based on the minimum requirements 2 Railroads provided in the MUTCD. Sight Distance 2.Use this Index in accordance with the Plans and Indexes 102-607 through 702-680.Indexes 702-601 Above Ground Hazard through 102-680 are Department-specific typical applications of commonly encountered situations. Clear Zone Widths For Work Zones Adjust device location or number thereof as recommended by the Worksite Traffic Supervisor and approved by the Engineer. Devices include,but are not limited to,flappers,portable temporary Superelevation signals,signs,pavement markings,and channelizing devices.Comply with MUTCD or applicable Length Of Lane Closures Department criteria for any changes and document the reason for the change. 3 Overweight/Oversize Vehicles 3.Except for emergencies.any road closure on State Highway System must comply with Section 335.15,F.S. Lane Widths High-Visibility Safety Apparel Speed Reduction Signing Flagger Control TABLE 1 TABLE 2 4 Survey Work Zones CHANNELIZING DEVICE SPACING TAPER LENGTH "L" ' Signs Max.Spacing(feet) Work Zone Min. Work 5 Work Zone Sign Supports Zone Cones or Type I Barricades, Speed(mph) Length(feet) Speed Temporary Type 11 Barricades, 6 Commonly Used Warning and Regulatory Signs In Work Zones (rnph) Tubular Markers Vertical Panels.or Drums s 40 L= 60r Manholes/Crosswalks/Joints Taper Tangent Taper Tangent • s 45 25 50 25 50 a 45 L=WS Truck Mounted Attenuators z 50 25 50 50 100 Where:W=width of offset in feet Signals 5=speed in mph 7 Channelizing Devices Channelizing Devices Consistency Advanced Warning Arrow Boards TABLE 3 TABLE 4 8 Drop-Off s In Work Zones WORK ZONE SIGN SPACING "X" BUFFER LENGTH "B" Road Type MM.Spacing(feet) • Work Zone Min. Business Entrance 9 Arterials and Collectors with 200 Speed(mph) Length(feet) Temporary Asphalt Separator Work Zone Speed s 40 mph • Arterials and Collectors with 25 155 10 Channelizing Devices Notes Work Zone Speed a 45 mph 500 30 200 Temporary Barrier Notes Limited Access Roadways' 1,500 35 250 II Pavement Markings 'For Limited access roadways with work zone speed s 55` 40 305 mph,the minimum spacing may be reduced in accordance 45 360 with the MUTCD and as approved by the Engineer. 50 425 55 495 60 570 65 645 70 730 Note:When Buffer Length"B" cannot be attained due to geometric constraints,use the greatest length possible, but not less than 155 feet. LAST C DESCRIPTION: FY 2023-24INDEX SHkf'�".. i1 REVISION n GENERAL INFORMATION FOR TRAFFIIC 11/01/20 F STANDARD PLANS CONTROL THROUGH WORK ZONES 102-6001 1 of ll DEFINITIONS: OVERHEAD WORK: OVERHEAD WORK: (Cont.) Regulatory Speed (In Work Zones) Work is only allowed over a traffic lane when one of the following options is used: OPTION 4(OVERHEAD WORK MAINTAINING TRAFFIC WITH NO The maximum permitted travel speed posted for the work zone is ENCROACHMENT BELOW THE OVERHEAD WORK AREA) indicated by the regulatory speed limit signs. The work zone speed OPTION I (OVERHEAD WORK USING A MODIFIED LANE CLOSURE) must be shown or noted in the plans. This speed should be used Overhead work using a modified lane closure is allowed if all of the following Traffic shall be detoured,shifted,diverted or pared as to not encroach in the as the minimum design speed to determine'uncut lengths,departure conditions are met: area directly below the overhead work operations in accordance with the rates,flare rates,lengths of need,clear zone widths,taper lengths, a.Work operation is located in a signalized intersection and appropriate index drawing or detailed in the plans. This option applies crash cushion requirements,marker spacings,superelevation and limited to signals,signs,lighting and utilities. to,but not limited to.the following construction activities: other similar features. b.Work operations are 60 minutes or less. a. Beam,girder,segment,and bent/pier cap placement. c.Speed limit is 45 mph or less. b. Form and falsework placement and removal. Advisory Speed d.Aerial lift equipment in the work area has high-intensity,rotating, c. Concrete placement. The maximum recommended travel speed through a curve or a hazardous area. flashing.oscillating,or strobe lights operating. d. Railing construction located at edge of deck. e.Aerial lift equipment is placed directly below the work area to close the lane. e. Structure demolition. Travel Way f.Traffic control devices are placed in advance of the vehicle/equipment closing OPTION 5(CONDUCTOR/CABLE PULLING ABOVE AN OPEN TRAFFIC LANE) The portion of the roadway for the movement of vehicles.For traffic the lane using a minimum 100 foot taper. control through work zones,travel way may include the temporary use g.Volume or complexity of the roadway may dictate additional devices,signs. Overhead cable and/or de-energized conductor installations initial pull to proper of shoulders and any other permanent or temporary surface intended flagmen and/or a traffic control officer. tension shall be done in accordance with the appropriate Index or temporary traffic control plan. for use as a lane for the movement of vehicular traffic. OPTION 2(OVERHEAD WORK ABOVE AN OPEN TRAFFIC LANE) a.Travel Lane:The designated widths of roadway pavement marked to Overhead work above a open traffic lane is allowed if all of the following conditions Continuous pulling operations of secured cable and/or conductors are allowed carry through traffic and to separate it from opposing traffic or are met: over open lane(s)of traffic with no encroachment by any part of the work traffic occupying other traffic lanes. a.Work operation is located on a utilityactivities,materials or equipment within the minimal vertical clearance above py g p pole,light pole,signal pole,or their the travel way.The utility shall take precautions to ensure that pull ropes and appurtenances. b.Auxiliary Lane:The designated widths of roadway pavement marked b.Work operations are 60 minutes or less. conductors/cables at no time fall below the minimum vertical clearance. to separate speed change,turning,passing and climbing maneuvers c.Speed limit is 45 mph or less. from traffic. d.No encroachment throughOn Limited Access facilities.a site specific temporary traffic control plan is g by any part of the work activities and equipment within an required.The temporary traffic control plan shall include: area bounded by 2 feet outside the edge of travel way and 18 feet high. Detour, Lane Shift, and Diversion e.Aerial lift equipment in the work area has high-intensity,rotating,flashing, a.The temporary traffic control set up for the initial pulling of the pull A detour is the redirection of traffic onto another roadway to bypass the oscillating,or strobe lights operating. rope across the roadway. temporary traffic control zone. A lane shift is the redirection of traffic f.Volume or complexity of the roadway may dictate additional devices,signs, b.During pulling operations,advance warning consisting of no less than a onto a different section of the permanent pavement. A diversion is the flagmen and/or a traffic control officer. Changeable Message Sign upstream of the work area with alternating redirection of traffic onto a temporary roadway,usually adjacent to the g.Adequate precautions are taken to prevent parts.tools,equipment and other messages."Overhead Work Ahead"and"Be Prepared to Stop"followed permanent roadway and within the limits of the right of way. objects from falling into open lanes of traffic. by a traffic control officer and police vehicle with blue lights flashing h.Other Governmental Agencies,Rail facilities,or Codes may require a greater during the pulling operation. Aboveground Hazard clearance.The greater clearance required prevails as the rule. An aboveground hazard is any object,material or equipment other than RAILROADS: traffic control devices that encroaches upon the travel way or that is OPTION 3(OVERHEAD WORK ADJACENT TO AN OPEN TRAFFIC LANE) Railroad crossings affected by a construction project should be evaluated for located within the clear zone which does not meet the Department's Overhead work adjacent to an open traffic lane is allowed If all of the following traffic controls to reduce queuing on the tracks. The evaluation should include safety criteria,i.e.,anything that is greater than 4"in height and is conditions are met: as a minimum:traffic volumes,distance from the tracks to the intersections. firm and unyielding or doesn't meet breakaway requirements. a.Work operation is located on a utility pole,light pole,signal pole,or their lane closure or taper locations,signal timing,etc. appurtenances. TEMPORARY TRAFFIC CONTROL DEVICES: b.work operations are 1 day or less. SIGHT DISTANCE: 1.All temporary traffic control devices shall be ON the Department's Approved c.Speed limit is 45 mph or less. d.No encroachment by any part of the work activities and equipment within 2 1.Tapers:Transition tapers should be obvious to drivers.If restricted sight Products List(APL).Ensure the appropriate APL number is permanently distance is a problem(e.g.,a sharp vertical or horizontal curve),the taper marked on the device in a readily visible location, foot from the edge of travel way up to 18'height.Above 18'in height,no encroachment by any part of the work activities and equipment over the open should begin well in advance of the view obstruction.The beginning of 2.All temporary traffic control devices shall be removed as soon as practical traffic lane(except as allowed in Option 2 for work operations of 60 minutes tapers should not be hidden behind curves. when they are no longer needed.When work is suspended for short periods or less). e.Aerial lift equipment in the work area has high-intensity,rotating,flashing, 2.Intersections:Traffic control devices at intersections must provide sight of time,temporary traffic control devices that are no longer appropriatedistances for the road user to perceive potential conflicts and to traverse shall be removed or covered.Do not store temporary traffic control devices oscillating,or strobe lights operating. f.Volume or complexity of the roadway may dictate additional devices,signs, the intersection safely. Construction equipment and materials shall not on the shoulder,sidewalk,or other roadway facility not affected by the restrict intersection sight distance. work when work is suspended. flagmen and/or a traffic control officer. g.Adequate precautions are taken to prevent parts,tools,equipment and other objects from falling into open lanes of traffic. ABOVEGROUND HAZARD: 3.Arrow Boards,Portable Changeable Message Signs,Radar Speed Display h.Other Governmental Agencies,Rail facilities,or Codes may require a greater 1.Aboveground hazards(see definitions)are to be considered work areas Trailer.Portable Regulatory Signs.and any other trailer mounted device shall be delineated with a channelizing device placed at each corner when clearance.The greater clearance required prevails as the rule. during working hours and treated with appropriate work zone traffic in use and shall be moved outside the travel way and clear zone or be control procedures.During nonworking hours,all objects,materials and shielded by a barrier or crash cushion when not in use. equipment that constitute an aboveground hazard must be stored/placed outside the travel way and clear zone or be shielded by a barrier or crash cushion. 3 $ 2.For aboveground hazards within a work zone the clear zone required i. R should be based on the regulatory speed posted during construction. R R ., R. LAST 0 DESCRIPTION: ,`, '•`'I '.. 1''.;-.. REVISION N FDOT FY 2023-24 GENERAL INFORMATION FOR TRAFFIC INDEX sHEEr 11/01/20 STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600 1 2 of 11 CLEAR ZONE WIDTHS FOR WORK ZONES: NOTES: The term'clear zone'describes the unobstructed relatively flat area,impacted by construction,extending outward from the edge of the traffic lane. The 1.X=Work Zone Sign Spacing table below gives clear zone widths in work zones for medians and roadside conditions other than for roadside canals:where roadside canals are present, _ _ _ _ 2.When called for in the Plans,use this detail in accordance with the Plans clear zone widths are to conform with the distances to canals as described in and Standard Plans.Place the speed reduction signs(W3-5 and R2-11 in the FOOT Design Manual 215.1. oirecuon or r anrd---- advance of the"Road Work Ahead"sign(W20-IF)as shown. -- - - --- - - - --- -- --- - 3.Do not use this detail in conjunction with the Motorist Awareness System. TABLE 5 x I X I x I Remainder of Work Zone Signs and Devices in 4.For speed reductions greater than 10 MPH,reduce the speed in 10 MPH CLEAR ZONE WIDTHS FOR WORK ZONES 1' 1accordance with the Plans and Standard Plans increments of'X'distance.Do not reduce the speed below the minimum statutory speed for the class of facility. WORK ZONE SPEED TRAVEL LANES& AUXILIARY LANES& (MPH) MULTILANE RAMPS SINGLE LANE RAMPS ♦ SPEED ROAD 5.Place additional"Speed Limit"signs(R2-1)at intervals of no more than one (feet) (feet) LIMIT mile for rural conditions and 1,000 feet for urban conditions. 60-70 30 18 ®X X X WORK AHEAD 55 24 14 6.For undivided roadways,omit the signs shown in the median. R2-1 W3-5 W20-1F 45-50 18 10 7.Remove temporary regulatory speed signs as soon as the conditions requiring 30-40 14 10 the reduced speed no longer exist.Once the work zone regulatory ALL SPEEDS 4'BEHIND FACE 4'BEHIND FACE speeds are removed,the regulatory speed existing prior to construction CURB&GUTTER OF CURB OF CURB will automatically go back into effect. NOTE:For temporary conditions where existing curb has been removed SPEED REDUCTION SIGNING but not reconstructed,curb and gutter values may be used. SUPERELEVATION: Horizontal curves constructed in conjunction with work zone traffic control should have the required superelevation applied to the design radii.Under conditions where normal crown controls curvature, the minimum radii that can be applied are listed in the table below. OVERWEIGHT/OVERSIZE VEHICLES: HIGH-VISIBILITY SAFETY APPAREL: TABLE 6 Restrictions to Lane Widths,Heights or Load Capacity can All high-visibility safety apparel shall meet the requirements of the International greatly impact the movement of over dimensioned loads.The Safety Equipment Association(ISEA)and the American National Standards Institute MINIMUM RADII FOR Contractor shall notify the Engineer who in turn shall notify the (ANSI)for"High-Visibility Safety Apparer',and labeled as ANSI/ISEA 107-2004 or NORMAL CROWN State Permits Office,phone no.(850)410-5777,at least seven newer.The apparel background(outer)material color shall be either fluorescent WORK ZONE calendar days in advance of implementing a maintenance of orange-red or fluorescent yellow-green as defined by the standard. The POSTED SPEED MINIMUM RADIUS traffic plan which will impact the flow of overweight/oversized retroreflective material shall be orange,yellow,white,silver,yellow-green,or a MPH feet vehicles.Information provided shall include location,type of fluorescent version of these colors,and shall be visible at a minimum distance of 70 4090 restriction(height,width or weight)and restriction time frames. 1,000 feet. Class 3 apparel may be substituted for Class 2 apparel. Replace 65 3130 When the roadway is restored to normal service the State apparel that is not visible at 1,000 feet. 60 Permits Office shall be notified immediately. 0 WORKERS: All workers within the right-of-way shall wear ANSI/ISEA Class 2 55 240084 apparel.Workers operating machinery or equipment in which loose clothing could 50 1390 0 become entangled during operation shall wear fitted high-visibility safety apparel. 45 LANE WIDTHS: Workers inside the bucket of a bucket truck are not required to wear high-visibility 40 820 Lane widths of through roadways should be maintained through work safety apparel. 35 610 zone travel ways wherever practical.Provide minimum widths for 30 430 work zone travel lanes as follows:11'for Interstate with at least UTILITIES.-When other industry apparel safety standards require utility workers to Superelevate When Smaller one 17 lane provided in each direction,unless formally excepted by wear apparel that is inconsistent with FOOT requirements such as NFPA,OSHA,ANSI. Radii is Used the Federal Highway Administration;11'for all other limited access etc.,the other standards for apparel may prevail. roadways;and 10'for all other facilities. FLAGGERS:For daytime activities,Flaggers shall wear ANSI/ISEA Class 2 apparel. For nighttime activities, Flaggers shall wear ANSI/ISEA Class 3 apparel. 3 LENGTH OF LANE CLOSURES: e For interstates and state highways with a posted speed of • 55MPH or greater,lane closures must not exceed 3 miles (includes taper,buffer,and work zone)in any given direction and must not close two consecutive interchanges. R R LAST Z DESCRIPTION: FY 2023-24 INDE{f _ SHEET REVISION ` FDDT� GENERAL INFORMATION FOR TRAFFIC 11/01/20 ..--"-- STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600". 3 0t 11 FLAGGER CONTROL: SURVEY WORK ZONES: (Cont.) SIGNS: (Cont.) Regulatory Speed(In Work Zones) Where flaggers are used,a FLAGGER symbol or legend sign must replace !CI Horizontal Control-With traffic flow in the same direction,cones shall SIGN COVERING AND INTERMITTENT WORK STOPPAGE SIGNING be used to protect the backsight tripod and/or instrument.Cones shall Existing or temporary traffic control signs that are no longer applicable or are the WORKERS symbol or legend sign. be placed at the equipment,and up to 50'intervals for at least 200' inconsistent with intended travel paths shall be removed or fully covered. towards the flow of traffic. The(logger must be clearly visible to approaching traffic for a distance Sign blanks or other available coverings must completely cover the existing sign. sufficient to permit proper response by the motorist to the flagging (D)Horizontal Control-With traffic flow in opposite directions,cones shall Rigid sign coverings shall be the same size as the sign it is covering,and bolted instructions,and to permit traffic to reduce speed or to stop as required be used to protect the backsight tripod and/or instrument.Cones shall in a manner to prevent movement. before entering the work site.Flaggers shall be positioned to maintain be placed at the equipment,and up to 50'intervals for at least 200' maximum color contrast between the Flaggers high-visibility safety apparel in both directions towards the flow of traffic. and equipment and the work area background. Sign covers are incidental to work operations and are not paid for separately. SIGNS: SIGNING FOR DETOURS, LANE SHIFTS AND DIVERSIONS Hand-Signaling Devices Detours should be signed clearly over their entire length so that motorists can SIGN MATERIALS easily determine how to return to the original roadway. The reverse curve STOP/SLOW paddles are the primary hand-signaling device.The STOP/SLOW paddle Mesh signs and non-retroreflectice vinyl signs mayonlybe used for daylight shall have an octagonal shape on a rigid handle. If the STOP/SLOW paddle is g Y 9 (WI-41 warning sign should be used for the advanced warning for a lane shift. placed on a rigid scat/,the minimum length of the staff,measured from the bottom operations.Non-retroreflectice vinyl signs must meet the requirements of A diversion should be signed as a lane shift. of the paddle to the end of the staff that rests on the ground,must not be less Specifications Section 994. EXTENDED DISTANCE ADVANCE WARNING SIGN than 6 ft.STOP/SLOW paddles shall be at least 24 inches wide with letters at Retroreflective vinyl signs meeting the requirements of Specification Section Advance Warning Signs shall be used at extended distance of one-half mile or least 6 inches high and should be fabricated from light semirigid material.The 994 may be used for daylight or night operations not to exceed I day except more when limited sight distance or the nature of the obstruction may require background of the STOP face shall be red with white letters and border.The as noted in the Indexes. a motorist to bring their vehicle to a stop.Extended distance Advanced Warning background of the SLOW face shall be orange with black letters and border. When used at night-time,the STOP/SLOW paddle shall be retroreflectorized. Signs may be required on any type roadway,but particularly be considered on Rigid or Lightweight sign panels may be used in accordance with the vendor multilane divided highways where vehicle speed is generally in the higher APL drawing for the sign stand to which they are attached. range(45 MPH or more). Flag use is limited to immediate emergencies,intersections,and when working on the centerline or shared left turn lanes where two(2)flaggers are required INTERSECTING ROAD SIGNING UTILITY WORK AHEAD SIGN and there is opposing traffic in the adjacent lanes.Flags,when used,shall be Signing for the control of traffic entering and leaving work zones by way of The UTILITY WORK AHEAD(W21-71 sign may be used as an alternate to the ROAD a minimum of 24 inches square,made of a good grade of red material,and intersecting crossroads shall be adequate to make drivers aware of work WORK AHEAD or the ROAD WORK XX FT(W20-1)sign for utility operations on or securely fastened to a staff that is approximately 36 inches in length.When zone conditions. When Work operations exceed 60 minutes,place the ROAD adjacent to a highway. used at nighttime,flags shall be retroreflectorized red. WORK AHEAD sign on the side street entering the work zone. LENGTH OF ROAD WORK SIGN Flashlight,lantern or other lighted signal that will display a red warning light ADJOINING AND/OR OVERLAPPING WORK ZONE SIGNING The length of road work sign(G20-1)bearing the legend ROAD WORK NEXT shall be used at night. Adjoining work zones may not have sufficient spacing for standard placement MILES is required for all projects of more than 2 miles in length.The number Flogger Stations of signs and other traffic control devices in their advance warning areas or of miles entered should be rounded up to the nearest mile.The sign shall be in some cases other areas within their traffic control zones.Where such located at begin construction points. Flagger stations shall be located far enough in advance of the work area so restraints or conflicts occur or are likely to occur,one of the following that approaching road users will have sufficient distance to stop before methods will be employed to avoid conflicts and prevent conditions that GROOVED PAVEMENT AHEAD SIGN entering the work area.When used at nighttime,the'bagger station shall be illuminated. could lead to misunderstanding on the part of the traveling public as to The GROOVED PAVEMENT AHEAD sign is required 500 feet in advance of a milled the intended travel way by the traffic control procedure applied: or grooved surface open to traffic. The W8-15P placard shall be used in conjunction with the GROOVED PAVEMENT AHEAD sign. SURVEY WORK ZONES: (A)For scheduled projects the engineer in responsible charge of project The SURVEY CREW AHEAD symbol or legend sign shall be the principal design will resolve anticipated work zone conflicts during the END ROAD WORK SIGN Advance Warning Sign used for Traffic Control Through Survey Work development of the project traffic control plan.This may entail revision The END ROAD WORK sign(G20-2)should be installed on all projects,but may be Zones and may replace the ROAD WORK AHEAD sign when lane of plans on preceding projects and coordination of plans on concurrent omitted where the work operation is less than I day.The sign should be placed closures occur,at the discretion of the Party Chief. projects. approximately 500 feet beyond the end of a construction or maintenance project unless other distance is called for in the plans.When other Construction or When Traffic Control Through Work Zones is being used for survey (B)Unanticipated conflicts arising between adjoining in progress highway Maintenance Operations occur within 1 mile this sign should be omitted and purposes only,the END ROAD WORK sign as called for on certain construction projects will be resolved by the Resident Engineer for signing coordinated in accordance with Index 102-600,ADJOINING AND/OR 102 Series of Indexes should be omitted. projects under his residency,and,by the District Construction Engineer OVERLAPPING WORK ZONE SIGNING. for in progress projects under adjoining residencies. Survey Between Active Traffic Lanes or Shared Left Turn Lanes The following provisions apply to Main Roadway Traffic Control Work Zones. (C1 The District Maintenance Engineer will resolve anticipated and occurring These provisions must be adjusted by the Party Chief to fit roadway and conflicts within scheduled maintenance operations. traffic conditions when the Survey Work Zone includes intersections. (D)The Unit Maintenance Engineer will resolve conflicts that occur within (A)A STAY IN YOUR LANE(MOT-1-06)sign shall be added to the Advance routine maintenance works;between routine maintenance work,unscheduled Warning Sign sequence as the second most immediate sign from the work and/or permitted work;and,between unit controlled maintenance work area- works and highway construction projects. 3 (B)Elevation Surveys-Cones may be used at the discretion of the Party o Chief to protect prism holder and flagger(s).Cones,if used,may be 8 placed at up to 50' intervals along the break line throughout the work zone. R LAST W DESCRIPTION: _ FY 2023-24INDEX SHEET' REVISION GENERAL IINFORMATIION FOR TRAFFIC 11/01/20 FDO STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600 4 of 11 NOTES: 4 Sign Sign I.All signs shall be post mounted when work operations I"Min.6"Max.(Typ.) 1"Min.6"Max.(Typ.) Edge o!Sign to Edge of Sign to 4 Bolt TABLE 7 exceed one day except for: 4 Bolt 6'-0^Min. POST AND FOUNDATION (No Paved Shoulder) 'ROAD o 7-6'.Min', ni R AD a.Road closure signs mounted in accordance with the I I ' TABLE FOR vendor drawing for the Type III Barricade shown 6'-0"Min. I:WORKI; 11I WORKS I I WORK ZONE SIGNS on the API.. (With Paved 11500 F 'I, S.Pedestrian and bicycle advanced warning or pedestrian Shoulder) I k'500 F �x B Bolt,Nuts regulatory signs mounted on sign supports in accordance she B Bolt,Nuts 6 Washers(Typ.) SIGN SHAPE SIGN SIZE NUMBER OF STEEL with the vendor drawing shown on the API.. 6 Washers(Typ.) (Inches) U CHANNEL POSTS c.Median barrier mounted signs per Index 700-013. Bottom of Sign Bottom of Sign Octagon 30x30 1 d.Bridge mounted signs per Index 700-012. w I 36x36x36 I m E a Y Triangle 48x48x48 1 2.Unless shielded with barrier or outside of the Clear I 1, Triangle 2 Zone,signs mounted on temporary supports or barricades, o k t F, a 24x18 and barricade/sign combination must be crashworthy in w k I a v 'C 24x30 accordance with NCHRP 350 requirements and included yu n' L � = 30x24 on the Approved Products List(APL). x Steel PP = = U-Channel 1; 36x18 \Steel w e Posts(Typ.) 0 36x24 3.Use only approved systems listed on the Department's U-Channel " Rectangle 08x24 Approved Products List(API.). Posts(Typ.) o (W x H) B Ground 36x48 2 Ground Surface 48x30 2 4.Manufacturers seeking approval of U-Channel and steel Surface 48x36 2 square tube sign support assemblies for inclusion on ��� "�` ``�� ��'`I''I I�����,��'� 54x36 2 the Approved Products List(APL)must submit a APL 7 1 48x60 3 Paved Shoulder U U Curb&Gutter II Walkway application,design calculations(for square tube only). 72x48 3 Edge of Travelway Elevation and detailed drawings showing the product meets all 30x30 I the requirements of this Index. 1'-6"(+3")for 36"Wide Signs Square 36x36 2 RURAL 2'-6"(:`6")Typ.for Others URBAN 48x48 2 5.Provide 3 lb/ft Steel U-Channel Posts with a minimum Diamond 48x48 2 section modulus of 0.43 in'for 60 ksi steel,a minimum 2 POST SIGN SUPPORT MOUNTING DETAILS Circle 360 2 section modulus of 0.37 in'for 70 ksi steel,or a (SINGLE POST SIMILAR) Notes For Table: minimum section modulus of 0.34 in'for 80 ksi steel. Where: W=Width Stub Height 4"Max. 6.Provide 4 lb/ft Steel U-Channel Posts with a minimum 1/1"Min.6"Max.(Typ.) for Base Post Only I.Use 3 lb/ft posts for Clear Height up to 10' W=48": a=1'-4/z"(t 1"I 4 Sign ♦ (At€Post) and 4 lb/ftposts for Clear Height section modulus of 0.56 in'for 60 ksi steel,or a ` g up to 7Y. W=7Y': a=Y-7"(r I"1 r Cutting Edge minimum section modulus of 0.47 in' for 70 ksi or ` 80 ksi steel. C- 'B= Ground 2.Minimum foundation depth is 4.0'for 3 lb/ft SPEEDII FINES Surface ���� posts and 4.5'for 4 lb/ft posts. 7.U-channel posts shall conform with ASTM A 499,Grade (No Paved Shoulder) I I a 2 v; 60,or ASTM A 576,Grade 1080(with a minimum yield I DOI��LED I .O o o, ;^ - 3.For both 3 lb/ft and 4 lb/ft base or sign strength of 60 ksi). Square tube posts shall conform WHEN WORKERS A n posts installed in rock,a minimum cumulative with ASTM A 653,Grade 50,or ASTM A 1011,Grade 50. 6-0"Min. I is B Bolt, _ m �� depth of Y of rock layer is required. (With Paved Shoulder) I 1 IIPRESENT ' Nut& y '' 8.Sign attachment bolts.washers,nuts,and spacers I • Washers u "B 7"Centers a` 4.The soil plate as shown on the APL vendor P ��II (Typ.! a @ J shall conform with ASTM A307 or A 36. . 1 1 i , '" Sign Post or EM drawing is not required for base posts or Bottom of Sign Base Post Lull.) sign posts installed in existing rock(as it 9.Install 4 lb/ft Steel U-Channel Posts with approved 3 I I I ,IIII-I,III6pp�pIIII�IIII� �� defined in Note 3),asphalt roadway,shoulder ' Vl1V c pavement or soil under sidewalk. breakaway splice in accordance with the manufacturer's m I I I detail shown on the APL. E 5.For diamond warning signs with supplement 0 10.The contractor may install 3 lb/ft Steel U-Channel w b See APL for post,splice and connection details. plaque(up to 5 ft'in area),use 4 lb/ft posts Posts with approved breakaway splice in accordance W I. I I I No bolts installed closer than I"to cutting edge. for up to 10 ft Clear Height(measure to the abottom of diamond warning sign). x = with the manufacturer's detail shown on the APL. c a, C I a I a I l FOUNDATION DETAIL 11.Install all posts plumb. ` m Steel U-Channel Post\ 12.The contractor may set posts in preformed holes + \ Sign to the specified depth with suitable back/ill f Lock Washer tamped securely on all sides,or drive 3 lb/ft \Steel (lieNominal Size/ i'tb^Steel Hex sign posts and any size base post in accordance Ground U-Channel Head Bolt I with the manufacturer's detail shown on the APL. Surface Posts(Typ.) Y'Steel •o Hex Nut Flat Washer //2-' ' (S/td"Nominal Size) Paved Shoulder.1 II la II (SCHEMATIC) Edge of Travelway Elevation 11 1J • SECTION A-A (WITHOUT Z-BRACKET) - 3 POST SIGN SUPPORT MOUNTING DETAILS SIGN ATTACHMENT DETAIL WORK ZONE SIGN SUPPORTS LAST A DESCRIPTION: REVISION FDD FY 2023-24 GE��RAL INFO ��ATION FOR TRAFFIC INDEX SHEET 11/01/21 w u_----- STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600 5 of 11 V SPEED DO PASS TRUCKS KEEP EXIT EXIT ROADWORN END END DETOUR DETOUR LIMIT NOT WITH RIGHTC OPEN CLOSED, NEXTXXMILES ROAD WORK ,o„„„�E [DETOUR DETOUR 1- � XX PASS CARE LANE , �' LEFT E5-2 E5-2a G20-I G20-2 G20-4 M4-8 M4-8A M4-9L M4-9R 144-10L M4-10R 0M-3R R1-1 RI-2 R2-1 R4-1 R4-2 R4-5 R4-7 R4-8 R4-7AL B/0 B/0 B/0 B/0 8/0 B/0 13/0 B/0 B/0 0/B 0/B B/Y W/R RW/R B/W 8/V/ B/W B/W 8/W B/W B/V/ KEEP KEEP KEEP ek) DD Nor �! MAY USE J _ �,� _ ROAD Q©® ® -► ♦� ENTER PEDESTRIAN SIDEWALK CLOSED . ) e Ill RIGHT LEFT RIGHT FULL LANE CROSSWALKUN CLOSED ~ R4-7AR R4-7BL R4-7BR R4-11 R5-1 R9-8 R9-9 R9-10 R9-11 R9-I1a RII-2 WI-1R W1-2R WI-3R WI-4R W1-46 WI-4c WI-6 W1-7 W1-8 W3-1 B/V/ B/W B/W B/W V/R/V/ B/W 8/W 8/W B/W 8/W 8/W B/0 8/0 B/0 B/0 13/0 B/0 B/0 8/0 B/0 RB/0 p BE ® - ROAD p PREPARED NARROWS NARRO ONE LAN PAVEMEN SOFT TRUCK LOOSE ROUGH LOW V TO STOP XX BRIDGE BRIDGE ®®® DIP ENDS SHOULDER CROSSIN GRAVEL ROAD SHOULDER W3-2 W3-3 W3-4 V/3-5 W4-I W4-2 W5-I W5-2 W5-3 V/6-1 W6-2 W6-3 W8-I W8-2 V/8-3 W8-4 W8-5 W8-6 W8-7 W8-8 W8-9 RB/0 B(RYG1/0 B/0 8/0 8/0 B/0 B/0 8/0 B/0 B/0 8/0 B/0 Et/0 B/0 8/0 B/0 B/0 8/0 8/0 8/0 B/0 n / SHOULDER UNEVEN LEFT RIGHT IANE ENDS LANE DtO \� /, ROAD ROAD ROAD ROAD ROAD OR DROP LANES LANE LANE MERGE ,RIGHT g 12T-CI f "RE XXX 600 FT t000 FT 1500 FT 1I2 MWORK WORK WORK RL K 1NMILE OFF ENDS ENDS LEFT RIGHT V�C/ 1+V ROAD FEET W8-9a W8-II V/8-15P W9-IL W9-IR W9-2L V/9-2R W10-1 W11-1 W11-2 W12-1 W12-2 W13-1 W16-IP W16-2P V/16-7P W20-IA W20-tB W20-IC W20-ID W20-IA B/0 B/0 8/0 B/O B/0 8/0 B/0 B/0 8/0 B/0 8/0 8/0 B/0 B/0 B/0 B/0 B/0 B/0 B/0 B/0 B/0 ROAD DETOUR DETOUR DETOUR DETOUR DETOUR ROAD LEFT RIGHr UTILITY :LASTIN WORK ONE LAN 0LANE LEFT LANE 'IGHT LAN CENTERLOG LAGGER SHOULDER SURVEY AHEAD AHEAD 500 FT 1000 FT 1500 FT 1/2 MILE CLOSED ROAD CLOSED CLOSED CLOSED cL0 ED WORKERS WORK SHOULDER CREW WORK ZONE AHEAD ___ ____ ____ ____ ' CLOSED AHEAD AHEAD W20-IF W20-2A W20-211 W20-2C W20-2D 11120-2E W20-3 W20-4 W20-5a W20-5L W20-5R W20-5C W20-7A W20-7 W21-1A W21-1 W21-5 W21-5a V✓21-6 V/21-7 V122-1 B/0 8/0 8/0 8/0 8/0 B/0 B/0 8/0 8/0 B/0 B/0 B/0 8/0 B/0 8/0 B/0 B/0 B/0 B/0 B/0 B/0 TURN OFF END NOTES: COLOR CODES: '- BLASTING I.The size of diamond shaped Temporary Traffic Control(TTC)warning signs Legend and/or SELL 01100K ZONE shall be a minimum of 48"p X 48".p Y 9Symbol Background 11122-2 W22-3 B/0 B/0 2.Fluorescent orange shall be used for all orange colored work zone signs. R-Red(Ref lectorized) 3.The sign shields,symbols and messages contained on this sheet are provided Y-Yellow(Reflectorized) for ready reference to those signs used in the development of the 102 Series G-Green(Reflectorized) of Indexes and are commonly used in the development of traffic control plans. 0-Orange(Ref lectorized) • For additional signs and sign detail information refer to the STANDARD HIGHWAY SIGNS MANUAL as specified in the MUTCD.Special signs for traffic B-Black(Non-Ref lectorized) control plans will be as approved by the State Traffic Plans Engineer. W-White(Reflectorized) The sign codes shown on this sheet are for the purpose of identifying cell names found in the Traffic Control Cell Library(TCZ.Ce1). The STANDARD HIGHWAY SIGNS MANUAL should be referenced for the official sign codes for use in the development of traffic control plans. See Index 700-102 for MOT sign details. -. COMMONLY USED WARNING AND REGULATORY SIGNS IN WORK ZONES LAST 8 DESCRIPTION: REVISION FDOT� FY 2023 24 GENERAL INFORMATION FOR TRAFFIC INDEX SHEET 11/01/20 - STANDARD PLANS CONTROL THROUGH WORK ZONES 102-6001 W �- 6 of 11 Y�l����l�l�ll��l�l�l��d _ ••0 ••0•0 0. 0. 0• 000000 • • o • o • oo 00• 0 • 0 • 0000000 • • • • ;D D•D0 • or or CAUTION 0 0 0 0 0 O o 0 0 0• �O O O o• „ • o • • • • • • • • • • 0 • •O• • • O • •� O0 o0 00 0O 0• •� O0 0 • • • MOVE/MERGE LEFT MOVE/MERGE RIGHT MOVE/MERGE I X RIGHT OR LEFT Minimum Required Lamps o Additional Lamps Allowed I •GOE- MODES • AHEAD • NOTES: • W20-7A An arrow board in the arrow or chevron mode shall be used only for riI ".I stationary or moving lane closures on multilane roadways. 8 ROAD WORK For shoulder work,blocking the shoulder,for roadside work near the AHEAD shoulder,or for temporarily closing one lane on a two-lane,two-way roadway,an arrow board shall be used only in the caution mode. W20-IF A single arrow board shall not be used to merge traffic laterally more NOTE: than one lane. When arrow boards are used to close multiple lanes,a Optionally,use"Flagger Ahead"sign with text(W20-74) single board shall be used at the merging taper for each closed lane. instead of"Flagger Ahead"sign with symbol(W20-7). When Advance Warning Arrow Boards are used at night,the intensity of the flashers shall be reduced during darkness when lower intensities SIDE ROAD INTERSECTING THE WORK ZONE are desirable. ADVANCE WARNING ARROW BOARDS SIGNALS: Existing traffic signal operations that require modification in order to carry out work zone traffic control shall be included in the Plans and be approved by the District Traffic Operations Engineer, Asphalt Apron Manhole or other Refer to Specification 102-9 for additional information. above ground obstruction 50 Temporary Surface CHANNELIZING DEVICES: Channelizing devices for work zone traffic control shall be as prescribed in Part VI of the MUTCD,subject to supplemental revisions provided in the contract documents and the 102 NOTES: Series of Indexes.Lighting Devices must not be used to Manholes extending 1"or more above the travel lane and crosswalks having supplement channelization.Omit tapers and channelizing an uneven surface greater than ta"shall have a temporary asphalt apron devices for paved shoulders less than 4'in width. constructed as shown above. All transverse joints that have a difference in elevation of 1"or more shall CHANNELIZING DEVICE CONSISTENCY: have a temporary asphalt apron constructed as shown above. Barricades,vertical panels,cones,tubular markers and drums shall not be intermixed within either the lateral transition or The apron is to be removed prior to constructing the next lift of asphalt.The within the tangent alignment. cost of the temporary asphalt shall be included in the contract unit price for Maintenance of Traffic,LS. TRUCK/TRAILER-MOUNTED ATTENUATORS: Truck/Trailer-mounted attenuators(TMAI can be used for moving MANHOLES/CROSSWALKS/JOINTS operations and short-term stationary operations.For moving operations.see Index 102-607.For short-term,stationary operations,see Part VI of the MUTCD. • LAsT 20 DESCRIPTION: FY 2023-24 GENERAL INFORMATION FOR TRAFFIC INDEX I SHEET-,, REVISION FDOT1 11/01/21 ter-- STANDARD PLANS CONTROL THROUGH WORK ZONES 102 6001 / of 11 DROP-OFF CONDITION NOTES 1.These conditions and treatments can be applied only in work areas that fall within a properly signed work zone. TRAVEL LANE TREATMENT FOR 2.When drop-offs occur within the clear zone due to construction or maintenance MILLING OR RESURFACING NOTES activities,protection devices are required(See Table 8). A drop-off is defined as a drop in elevation,parallel to the adjacent travel lanes, greater than 3"with 1.This treatment applies to resurfacing or milling operations between adjacent slope(A:B)steeper than 1:4.In superelevated sections,the algebraic difference in travel lanes. slopes should not exceed 0.25(See Drop-off Condition Detail). 2.Whenever there is a difference in elevation between adjacent travel lanes,the 3.Drop-offs may be mitigated by placement of slopes with optional base material per W8-1l sign with"UNEVEN LANES"is required at intervals of%mile maximum. Specifications Section 285. Slopes shallower than 1:4 may be required to avoid algebraic difference in slopes greater than 0.25.Include the cost for the placement 3.If D is IV/or less,no treatment is required. and removal of the material in Maintenance of Traffic,LS. Use of this treatment in lieu of a temporary barrier is not eligible for CSIP consideration.Conduct daily 4.Treatment allowed only when D is 3"or less. inspections for deficiencies related to erosion,excessive slopes,rutting or other adverse conditions.Repair any deficiencies immediately. 5.If the slope is steeper than 1:4(not to be steeper than I:11,the R4-I and MOT-1-06 signs shall be used as a supplement to the W8-11;this condition 4.For Setback Distance,refer to the Index or Approved Products List(APL)drawing of should never exceed 3 miles in length. the selected barrier. 5.For Conditions 1 and 3 provided in Table 8.any drop-off condition that is created and restored within the same work period will not be subject to use of temporary Travel Lane Travel Lane barriers;however,channelizing devices will be required. Travel Lane Travel Lanle 6.When permanent curb heights are a 6",no channelizing device will be required. For curb I 6"Solid Lane Line heights u 6",see Table 8. i p (When Steeper Than I:4) T ry i 4 �1 I 1 Edge Of Travel Way Clear Zone(CZ) (See Sheet 3) TRAVEL LANE TREATMENT FOR Channelizing Device X MILLING OR RESURFACING DETAIL Or Temporary Barrier Setback Distance (See Sheet 9 and 10) 1 II *Algebraic Difference In Slopes DROP-OFF CONDITION DETAIL PEDESTRIAN WAY DROP-OFF CONDITION NOTES Table 8 1.A pedestrian way drop-off is defined as: Drop-off Protection Requirements a.a drop in elevation greater than 10"that is closer than Z from the edge of the pedestrian way Condition X D Device (ft) (in.) Required b.a slope steeper than 1:2 that begins closer than 2'from the edge of the •1 0-12 >3 Temporary Barrier pedestrian way when the total drop-off is greater than 60" 2 >12-CZ >3 to s 5 Channelizing Device 2.Protect any drop-off adjacent to a pedestrian way with pedestrian longitudinal 3 0-CZ >5 Temporary Barrier channelizing devices,temporary barrier wall,or approved handrail. 4 Removal of Bridge or Temporary Barrier Retaining Wall Barrier 5 Removal of portions of Temporary Barrier Bridge Deck DROP-OFFS IN WORK ZOivES LAST p DESCRIPTION: REVISION FDOT� FY 2023-24 GENERAL IINFORMATKON FOR TRAFFIC INDEX SHEET 11/01/20 w sue— STANDARD PLANS CONTROL THROUGH WORK ZONES 102-6001 8 of 11 Entire Separator Shall Be Asphalt(See Note 5) Painted Reflectorized Yellow Lane Separator (Included In Cost Of Separator) A—1 �'f Fixed(Surface Mounted) Channelizing Devices I* A-.....I C> IDevice Spacing See Table 1 PLAN a sl 2l/'Nin. ` 12' I2' Two 3"Whi[� r- I� Retroreflectorized { Bands 2"-6"Space ■ ■ ■ D 1 eStandard II_ \ /•SpaUn9 '.1III` J', •/ •r . • sfa'< • mst, 2"Rt ~ moBUSINESS 40 ■ i Asphalt(See Note 51 ( 1■ Lane Separator I 17' II 17 I I 17' _IENTRANCE Max Max Max Reduced Spacing Spacing Temporary Vertical Panel Opposing Traffic Tubular Marker Orange 0/W Lane Divider W6-4 B/0 FIXED(SURFACE MOUNTED) CHANNELIZING DEVICES 1.For single business entrances,place one 24"x 36"business sign for each driveway entrance affected. Signs shall show specific business names. Logos SECTION A-A may be provided by business owners. Standard BUSINESS ENTRANCE sign in Index 700-102 may be used when approved by the Engineer. 1.Temporary lane separators shall be supplemented with any of the following ap proved fixed(surface mounted) 2.When several businesses share a common driveway entrance,place one 24"x 36" channelizing devices:temporary tubular markers,vertical panels,or opposing traffic lane divider panels. Opposing standard BUSINESS ENTRANCE sign in accordance with Index 700-101 at the traffic lane divider panels(W6-4)shall only be used as center lane dividers to separate opposing vehicular traffic common driveway entrance. on a two-lane,two-way operation.Temporary Tubular Markers,Vertical Panels and Opposing Traffic Lane Divider panels shall not be intermixed within the limits where the temporary lane separator is used. The connection 3.Channelizing devices shall be placed at a reduced spacing on each side of the between the channelizing device and the temporary lane separator curb shall hold the channelizing device in a vertical position. driveway entrance,but shall not restrict sight distance for the driveway users. 4.Business entrance signs are intended to guide motorist to business entrances 2.Reflectorized materials shall have a smooth sealed outer surface which will display the same approximate color day moved/modified or disturbed during construction projects. Business entrance and night. Furnish channelizing devices having retroreflective sheeting meeting the requirements of Section 990. signs are not required where there is minimal disruption to business driveways 3.12"openings for drainage shall be constructed in the asphalt and portable temporary lane separator at a maximum which is often the case with resurfacing type projects. spacing of 25'in areas with grades of 1%or less or 50'in areas with grades over 1%as directed by the Engineer. PLACEMENT OF BUSINESS ENTRANCE SIGNS AND 4.Tapered ends shall be used at the beginning and end of each run of the temporary lane separator to form a CHANNELIZING DEVICES AT BUSINESS ENTRANCE gradual increase in height from the pavement level to the top of the temporary lane separator. 5.The Contractor has the option of using portable temporary lane separators containing fixed channelizing devices in lieu of the temporary asphalt separator and channelizing devices detailed on this sheet. The portable temporary lane separator shall come in portable sections that can be connected to maintain continuous alignment between the separate curb sections. Each temporary lane separator section shall be 36 inches to 48 inches in total length. Portable temporary lane separators shall duplicate the color of the pavement marking. Portable temporary lane separators shall be one of those listed on the Approved Products List. TEMPORARY LANE SEPARATOR LAST 0 DESCRIPTION: REVISION o FDDT� FY 2023-24 GENERAL IINFORMATIION FOR TRAFFIIC INDEX I SHEET-1! 11/01/20 ,-_•-- STANDARD PLANS CONTROL THROUGH WORK ZONES 102-6001 9 of 11 lumrmn 74610 AY O t. Noy O cz m REVISION 36` 0 12 lbs. N u m v a yn aI w n1 a o �p{T od n T -i w n-1 m v,m ae •o -1 ow y 2 y a 3 N 2 O O O N T S y n i N 0 ;1 N a '" R.c Tm m '^ m P^- nN c o met A '1 ;.n6 z za a`° e a ? n n a 2 .L ? m`1m='wn %N !mnm F. .§ �N ° 2, em ^m ? 1 m: mmN r mCOn �-{ m_.ia `Y n = o a o• _ac ! if n c Za N AAA I- 36"Min. -I t ^ iaau' a' m ,'n6a mm' mdc m ,`-1. mo G1 ii-t,t4: �n F“ R 1'c• N m' .'o - m `mom ^m a,o a ` F ' on¢1 c $ ao and 3' 5. Or.- `z6 m o : °i m,'o i a s i, ' a n ' : co ^ 3 d N n; T C In I • .--, I 1D w'? a w . a: 0N. 2 e 1 : 3 --m a '' F ^' '° ' Z I �n a a a. u u"o F m nN w o % _w m 3 " ° I 36"Min. 11 a a m e F a ° i ` a F% w 3 c , % ^m y j < _,1 d C R ,EC, ' ' j O N O C n z 1'. " ' e m e n m m c R m e o ;n3o im o m ^a a m m ^.'� o < =f d n w _ p a s N _ ' m a N � � : m m — . q a=o a' i:' 3o a cN ' m' ma m n m ,� ^ _ y 3 m o A % <n. i c m 3 _• o y 1. .:- '1 1 i n "�7 ' ^ w m 3 m n'6 `t a c I `t n 1D O >1)-,-, . N o o ?9,3 e a a N a ; m nga .. 3.o ill m o ai'o m H ' a m 3 m ; n n Z -n a 36'Min. o n N A o o LA) '`I \E\ � n < z Z m CO a -, N a z g >„ o "' m 36••Min. n m 47 u, U a m ..N.E1 T a 2 : j., =\ 0r x oo 4 /z C"b v k m`o �Zs7 ti ~ O n o-p flu H...._ n3 T.... _o o o nb 1.D '� '-10 Fz z ua ajaa •;' -� z n _ z N o ..` - m a m" a Z DWI A ma A Gl m 3 ^F N m y, z A ` m O a'^ 3 °' ` ^ m C I See Note 7 z Q c'm , - c? A Q > NH m'na O 12" 36"Min. ='m m' _ 2 z .9y 3 y m T 2 to 111.4 r� o c o } m = See Note 9 i22 3 _ N n 'HI I a v 0 li . ir---1 1—1 F---1 �N3 m \ ` \— � ds - o m m N °� k n 0 n n o = - m m 1 ,� 5'O.Min. otA N Z O y; c � REVISION N c n\'m lV\ c ' S inn I Q I g _ R( o f e 2 1 1 T T a Az T 0" 's o ..wo m o. Ny I 'I=a m I• _ 3 - • a w b ^ r i w e m a `J 1\\ai; , a ' o �;� N ma's T - a ?1 v 'z ro r. m to 3 — -.1 '.. 3 3 m '3 d N o V 1 r 1 v a 1 3 x 4 q H FZ \ \ Ta ~ IQo x v l Ki o toL m n• T N L y n ' o al I � p• N < u x I aa to i 3 :I Z f U1 'm x Q \ m a 1 '1\ l\ \ • A 3 n o 1a A L' n z I L L — 1 1 -"cm _ t. T r1 a t. a' '3 '1 Qi n'. y I� .1 z PO PO r q ' ofZ1 a ail I0 � o r x O N ,1 l 1', o � : b ti _,. "m z c,o O �m °�7 w �o < 'n IN NOy m xi zm b 3 m 3 C) N An ° n f O -, Z rri c) 1.z. ^1 a °t m 12 Q N i rn n Q , a s m NJ Z o mn a a m ,4 7J. a o, m O M --h- .1 ZC < V7 Topic#625-000-002 FDOT Design Manual January 1, 2022 243 Portable Changeable Message Signs 243.1 General See FDM 240 for additional information concerning the use of portable changeable message signs (PCMS). A PCMS is required for nighttime work that takes place within 4t feet of traveled way, and considered for the following conditions: (1) Road closures (2) Ramp closures (3) Delays created by: (a) Congestion (b) Crashes (c) Lane closures (d) Two-way traffic on divided highway (e) Multiple lane closures (f) Unexpected shifts in alignment 243.2 PCMS Placement The message displayed must be visible and unobstructed to a motorist in accordance with Standard Specification 102.The message displayed must be installed at the following minimum distances: (1) 900 feet on approach to construction work areas to allow for two message cycles. (2) 500 to 800 feet in advance of potential traffic problems (3) 0.5 to 2 miles in advance of complex traffic control schemes that require new or unusual traffic patterns. 243—Portable Changeable Message Signs 1 Topic#625-000-002 FDOT Design Manual January 1, 2022 243.3 PCMS Messages Messages must be simple, with a minimum number of words and lines and must include no more than two displays of no more than three lines each with 8 characters per line. Provide the location and messages to be displayed in the Temporary Traffic Control (TTC) plan. Programmed messages must provide appropriate information for the conditions likely to be encountered. Place the programmed messages in the TTC plan. Consider the following items in the development of a message: (1) Message elements (a) Problem statement (where?) (b) Effect statement (what?) (c) Attention statement (who?) (d) Action statement (do?) (2) Message format (a) \hill vary depending on content (b) "Where" or "what" will generally lead (c) "Who" and "do" follow in that order (d) "Who" often understood from "where" (3) Display format (a) Discrete, with entire message displayed at once is most desirable (b) Sequential is OK, 2 parts maximum (c) Run-on moving displays prohibited (d) One abbreviation per panel display desirable, two abbreviations are the maximum. Route designation is considered as one abbreviation and one word. Guidelines for abbreviations are provided on the following pages. Refer to the Library of Approved Safety Messages for D t 3. 243—Portable Changeable Message Signs 2 Topic#625-000-002 FDOT Design Manual January 1, 2022 243.3.1 PCMS Worksheet See Figure 243.3.1 for an illustration on the development of a PCMS Worksheet. See Form 2,13-A (located in FDM 103) and FDM 321 for instruction on showing the worksheet information in the plans set. 243—Portable Changeable Message Signs 3 Topic#625-000-002 FDOT Design Manual January 1, 2022 Figure 243.3.1 PCMS Worksheet Financial Project No.: 123456-7-89-10 Location of board: Westbound Buck Lake Road—Station 100+00 Used: from _ 01 - 01 - 01 at 6 : 00 *pm to _ 02 - 02 - 02 at 6 : 00 am pm Message programmed by: W. Giddens MESSAGE 1 U S E Cl C A U T I 0 El ] MESSAGE 2 T R U C K S• Pl E N T E R I N G R 0 A D W A YI Timing: Message 1 will run 10 . 00 seconds. Message 2 will run 12 . 50 seconds. 243—Portable Changeable Message Signs 4 Topic#625-000-002 FDOT Design Manual January 1, 2022 STANDARD ABBREVIATIONS FOR USE ON PCMS Standard abbreviations easily understood are: WORD ABBREV. WORD ABBREV. Boulevard BLVD Normal NORM Center CNTR Parking PKING Crossing XING Pedestrian PED Crosswalk XWALK Road RD Emergency EMER Service SERV Entrance, Enter ENT Shoulder SHLDR Expressway EXPWY Slippery SLIP Freeway FRWY, FWY Speed SPD Highway HWY Traffic TRAF Information INFO Travelers TRVLRS Left LFT Warning WARN Maintenance MAINT Other abbreviations are easily understood whenever they appear in conjunction with a particular word commonly associated with it. These words and abbreviations are as follows: WORD ABBREV. PROMPT Access ACCS Road Ahead AHD Fog* Blocked BLKD Lane* Bridge BRDG [Name]* Chemical CHEM Spill Construction CONST Ahead Exit EX, EXT Next* Express EXP Lane Hazardous HAZ Driving Interstate I [Number] Major MAJ Accident Mile MI [Number]* Minor MNR Accident Minute(s) MIN [Number]* Oversized OVRSZ Load Prepare PREP To Stop Pavement PVMT Wet* Quality QLTY Air* Route RT Best* Turnpike TRNPK [Name]* Vehicle VEH Stalled* Cardinal Directions N, E, S, W [Number] 243—Portable Changeable Message Signs 5 Topic#625-000-002 FDOT Design Manual January 1, 2022 Upper, Lower UPR, LWR Level * = Prompt word given first The following abbreviations are understood with a prompt word by about 75% of the drivers. These abbreviations may require some public education prior to usage. WORD ABBREV. PROMPT Condition COND Traffic* Congested CONG Traffic Downtown DWNTN Traffic Frontage FRNTG Road Local LOC Traffic Northbound N-BND Traffic Roadwork RDWK Ahead [Distance] Temporary TEMP Route Township TWNNSHP Limits * = Prompt word given first Certain abbreviations are prone to inviting confusion because another word is abbreviated or could be abbreviated in the same way. Do not use these abbreviations: ABBREV. INTENDED WORD WORD ERRONEOUSLY GIVEN WRNG Warning Wrong ACC Accident Access (Road) DLY Delay Daily LT Light (Traffic) Left STAD Stadium Standard L Left Lane (Merge) PARK Parking Park RED Reduce Red POLL Pollution (Index) Poll FDR Feeder Federal LOC Local Location TEMP Temporary Temperature CLRS Clears Color 243—Portable Changeable Message Signs 6 INDEMNIFICATION AGREEMENT This AGREEMENT, by and between the CITY OF OKEECHOBEE, FLORIDA, (hereinafter "CITY") and Okeechobee Main Street (hereinafter "APPLICANT"), dated this 12 day of January 2023 WHEREAS, APPLICANT desires to hold or sponsor a special event, parade, festival, or other activity requiring the temporary closure of a state-controlled roadway in the City of Okeechobee, Florida, and therefore requires the execution and submission of an application for such temporary closure to the State of Florida Department of Transportation by the CITY pursuant to regulations of said Department, and WHEREAS, pursuant to Resolution No. 88-5 the CITY requires indemnification by any applicant for temporary road closure before the appropriate CITY officials may execute such application to the Department. NOW, THEREFORE, in consideration of the mutual obligations and covenants set forth hereafter, the parties agree as follows: 1. APPLICANT shall indemnify, protect, defend, and hold harmless the CITY from any and all losses, injuries, damages, or claims of any nature or type resulting directly or indirectly from the temporary road closure and the special event, festival, parade, or other activity to be held on 11 day of March , 2023 . Applicant shall further reimburse the CITY for any and all attorneys'fees, court costs or other legal costs incurred by the CITY as a result of any such losses, injuries, damages or claims. 2. If the APPLICANT is a corporation, partnership or other legal entity(other than an individual), APPLICANT shall attach hereto a duly executed resolution, partnership agreement or other document in legal form evidencing the authority of the officers of such entity to enter into this indemnification agreement. 3. Upon the APPLICANT complying with paragraph 2 above, the requirements of Resolution No. 88-5 of the CITY, and any other reasonable requirements of the CITY, the CITY shall cause the appropriate City officials to execute • the necessary forms to make application to the State of Florida, Department of Transportation, for temporary road closure. APPLICANT CITY OF OKEECHOBEE, FLORIDA BY: `YI W.N4; OSIS B17-1\c\\ O\A4 0.Q X TITLE: Executive Directo TITLE:Administive Assistant General Services Department FOR CITY USE ONLY XX Proof of liability insurance _Corporate resolution completed XX Other requirements (specify) Indemnification Agreement — REVIEWED B TITLE: Administrative Assistant, General Services DATE: " 5 2 OKEEMAI-01 MBUCHANAN ACORN CERTIFICATE OF LIABILITY INSURANCE DATD 1/12/212/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lawrence Insurance Agency,Inc. PHONE, ):(863)467-0600 FA ,No):(863)467-5142P.0 BOX 549 Okeechobee,FL 34973 E-MAIESS:marlene@lawrenceins.com ADDR INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Mt.Vernon Fire Insurance Co INSURED INSURER B: Okeechobee Main Street INSURER C: 111 NE 2nd Street INSURER D: Okeechobee,FL 34972 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LTR ,INSD WVD (MM/DD!YYYY) (MM/DD/YYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR NBP2552460E 10/25/2022 10/25/2023 pu D nce) $ 100,000 X Directors&Officers REM SES(EaoccMED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: Hired/Non Owned $ Included AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Florida Department of Transportation THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 801 N Broadway Ave ACCORDANCE WITH THE POLICY PROVISIONS. Bartow,FL 33831 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Patty Burnette From: Patty Burnette Sent: Monday, February 13, 2023 10:24 AM To: sharie@okeechobeemainstreet.org; info@okeechobeemainstreet.org Cc: Keli Trimnal; Ashley Marshall Subject: Speckled Perch Festival & Parade Permits Attachments: 23-004-SPECKLED PERCH FESTIVAL.pdf; FDOT Approved-Speckled Perch.pdf Good Morning Sharie. Attached above is a copy of the Park Use & Temporary Street Closing (approved by the City Council on 2/7/23) Permit as well as a copy of the approved Parade Permit from FDOT for the Speckled Perch Festival. Regards, Patty 2vt. Burnette Cj.eneral Services Coordinator City of Okeechobee 55 SE 34 Avenue Okeechobee, EL 34974 Phone: (863) 763-3372 ext. 9820 Direct: (863) 763-982o 'Fax: (863) 763-168 6 e-malt?ybuiriette@cityofokeecho6ee.com website: www.cityofokeechobee.com Under Florida law, email addresses are public records. If you do not want your email address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing, Florida Statute 668.6076. CITY OF OKEECHOBEE ELECTRONIC DEVICE DISCLAIMER: Florida has a very broad public records law. Most written communications to or from local officials regarding city business are public records available to the public and media upon request. Your correspondence via e-mail, text message, voice mail, etc., may therefore be subject to public disclosure. i