Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
19-22000
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 /22000 BUILDING PERMIT PERMIT INFORMATION : LOCATION'INFORMATION Permit Number: 22000 Address: MIS SEE DESCRIPTION DAUGHTERY RD Permit Type: MISC ZEPHYRHILLS, FL. Class of Work: RIGHT-OF-WAY Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 35-25-21-0010-39900-0060 Improv. Cost: -OWNER INFORMATION Date Issued: 11/01/2019 Name: DUKE ENERGY Total Fees: - Address: 8901 OTIS AVE Amount Paid: INDIANAPOLIS IN 46216 Date Paid: Phone: Work Desc: MIS SEE DESCRIPTION DAUGHTERY RD- FEE WAIVED CONTRACTOR.S -APPLICATION FEES DUKE ENERGY -Ins ections Required= FO TER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first rinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. &ffP6Nd11r R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS—BUILDING DEPARTMENT RIGHT-OF-WAY USE PERMIT DATE:_10/30/2019 PERMIT#: No construction under ground or above ground of any facility shall be accomplished on any City Rights of Way without written approval from the City Building Department, Any application for approval of construction operations on any City owned Rights of Way shall furnish a detailed drawing showing the complete scope of the proposed work In triplicate to the office of the Building Official for approval prior to the commencement of any work. A copy of.this permit Is to be kept readily available at the site of the work at all times. PARCEL ID#:_35-25-21-0010-39900-0060 CITY ROAD_Daughtery Rd LOCATION.(Legal Description): ZEPHYRHILLS COLONY COMPANY LANDS PB 1 PG 55 PT OF SOUTH 77.4 3 FT OF TR 108 TRS 117 124 LYi NG WEST OF WIRE RD TR 118&TR 123 EXC SOUTH 200 FT OF WEST 345.6 FT THEREOF SEC 35 EXC ROAD RNV.PCL DESC AS,COM AT SE C OR OF SW1/4.OF SEC 35 TH.N88DE G 56427W ALG SOUTH:LN OF.SW1/4 OF SEC 35 66.42 FT TO NE COR Permission is hereby granted to of For the construction and maintenance of: Subject to the following conditions: 1. The construction and maintenance of such utility shall not Interfere with the property and rights of a prior occupant.. 2. All work shall be done In keeping with the standards of the.City Streets Department and under the supervision of the City Building Officlal,who will be notified at least one day prior to commencement of construction. 3. All materials and equipment shall be subject to inspection by the City Building Official. 4. During construction all safety regulations of the Department of Transportation shall be observed and.the City shall be relleved of all responsiblllty from damage of any nature arising from this permit. Subject to the same terms and conditions,the permit holder may take such safety measures, Including placing and display of caution signs,as it may deem necessary In conduct of construction and maintenance work.hereunder. It Is the responsibility of the permMee,to???? 5. All private and all City property shall be-restored to its original condition'as far.as practical In the opinion of the C,Ky Building Official, 6. All underground crossing installations shall be laid at such depth as may be sPecified by the City Building Official. 7. The sketch covering the details of this installation shall be made a part of this permit. This permit Is.granted with the'understanding that the applicant has'notified all other utility users..In the area.covered by.the permit and takes full responsibility for any damage incurred by,prior Installations as a result of his operations in order that they may safe guard their interests. ti. It is expressly stipulated that this permit is a license for permissive use only and that the placing of facilities upon public,property pursuant to this permit shall not operate to create or to vest any property right In.said holder. 9. Whenever'the City decides.to further exploit the City Rights,of Way, any.or all said poles, wires, pipes, cables, or other facilities and appurtenances authorized hereunder,shall be immediately•removed from said Rights of Way,or,reset or relocated thereon as required-by the City Building Official at the expense of the holder of this permit. 10. The holder shall save and keep the City harmless from any and all damages, claims,or Injuries.that may occur by reason of the construction, maintenance,and operation of said facility. 11. The holder shall complete the requested work within days or this permit shall become null and voki. In the event the work requested Is not completed.upon the.expiration date of this pemrlt,the City shall have the right to complete such work and to charge the holder of-the permit for all costs Incurred In completed said work. 12. The holder shall post a bash or surety bond with the City Manager In the sum of$ dollars to'guarantee performance of the obligations herein, and to guarantee maintenance of the rigWof--way described herein for a period of one(1)year following completion of the requested_installation. In the-event a surety bond Is posted,the surety bond shall be made payable to the City and shall obligate the surety to hold the City harmless in the event the holder-of this permit should fall to meet any of its obligations hereunder. The bond shall also indemnify the City for all court costs and reasonable-attomeys fees in the event legal action is required to collect on said bond. SUBMITTED BY: (PERMITTEE)-_Curt Candler Signature&Title.Address_8901 Otis Ave, Indianapolis,IN 46216 APPROVED BY: CITY OF ZEPHYRHILLS Utilities Supervisor Date Public Works Date 3d6&—T lCf Building Dept Date City Manager Date _?oLES 4rZE dv—\Sl9E OF %L(e QZIGNT Or WW`fCAea(A(_ Cr2OSCW6 f)\4Ir(e �)AL ,44TeZ< _j NOTE: DISTANCE MEASUREMENTS REPORTED ARE APPROXIMATE 120'CAL,24'EMB.,CONCRETE POLE 140'OAL, 30'EMB.,ENG STEEL POLE 1622 ACSSrIW/HS CONDUCTOR 48CT(0.465")OPGW 0 33 m 77- as LOOKING EAST z „WFZ2*2 PLAN VIEW ROAD NAME AND/OR NUMBER: D�� DAUGHTERY ROAD f� G SEC. 35- TWP. 258 RGE. 21E 02 268 21E. ENERGY® 07/19 V. NTS LINE ENGINEERING AN APPLICATION TO INSTALL,OPERATE AND DATE H: NTS MAINTAIN A 230KV TRANSMISSION LINE SCALE TYPICAL ROAD.CROSSING ALONG AND/OR ACROSS THE PROPERTY FC FC COUNTY OR STATE ROAD PERMIT INDICATED ABOVE, DRAWN TECH ZEPHYRHILLS NORTH REFERENCE DATA PARALLELISM DATA TM TM WIRE ROAD TO ZEPHYRHILLS NORTH CROSSING LOCATED APPROX. MILES CHECK ENGR 230kV CKT.#1 APPROX..01 MILES LOCATED WITHIN 1 OF 1 1Arpf� I V J�A'gOOO WEST FROM WIRE RD. ROAD R/W. SHEET DWG. V V . NOTE: DISTANCE MEASUREMENTS REPORTED ARE APPROXIMATE 120'OAL,24'EMB.,CONCRETE POLE 140'OAL, 30'EMB.,ENG STEEL POLE 1622 ACSS/TW/HS CONDUCTOR 48CT(0.465')OPGW 0 m •�--ta a a uv '1 as LOOKING EAST ,VPZN.z � I a PLAN VIEW ROAD NAME AND/OR NUMBER: DUKE . DAUGHTERY ROAD SEC. 35 TWP. 25S RGE. 21E ENERGY® 02 26S 21 E 07/19 V: NTS LINE ENGINEERING AN APPLICATION TO INSTALL,OPERATE AND DATE H: NTS MAINTAIN A 230KV TRANSMISSION LINE SCALE TYPICAL ROAD CROSSING ALONG AND/OR ACROSS THE PROPERTY FC FC COUNTY OR STATE ROAD PERMIT INDICATED ABOVE, DRAWN TECH ZEPHYRHILLS NORTH REFERENCE DATA PARALLELISM DATA TM TM WIRE ROAD TO ZEPHYRHILLS NORTH CROSSING LOCATED APPROX. MILES CHECK ENGR 230kV CKT.#1 APPROX..01 MILES LOCATED WITHIN 1 OF 1 �p�p-RZ V J�rA'gOOO WEST. FROM WIRE RD. ROAD R/W. SHEET DWG.- V V . a If 7 Q f�� `+ r"U� C Rtl Ui g IN5 t0' Da,p!tt P.tl a7 Ru— '^Guu�h:e.y pd` .--...—... --puaClrtal•Ro....�—..-,.—.._�.,�—D JOht(!YRA - .� y� Wht 1{ y _ ,c�, ` �+7 O.i.aAtGI(1� Home Care _ w --_ `i •�••-•. `" II�(��•�§'� _ .. —�, — �` ' .R '•� a d`' -.:�.--^'4^i.c,�,'er�' ..:� tDKt a-.ems ' Google" 1 SHEET CDh?ENTS GENERAL NOTES: 1 General Notes 1.NI proJefts and narks an hlgnPeys.roads and slreats-mall have a traffic central plan.NI work shall be exereled under the established Definitions plan and Dop 1—t-appiawed p—dO—s This,Mae,Cardalns lai-0110n lmper-yr Traffic Control Deykes sp llfr to the Federal and State quid lines aW staWards for lhe pedestrian and Blryrlist preparNion of want[control pfans aW for the eaeculian W traffic —.1 in Park vanes,for tnasr'-i.P and mainteeanu apa-laa' 2 Overhead Work end utility Work on highways.roads and streets on rho State Highway Railroads system.Certain requirements In this Indaa ere based on the high Sight Distance volume nature By State M19hways. For Alghrays,roads and slreeft off tie State Highway System,the local BOOM ICily/CauNY7 having Above Gran,"Hazard j.11011ron may adopt requirements based on the mIrlmum requirementz - Clear Zone Widths For Work Zones Provlded in the 111rCD. seperefevatlan 2.)ages 102401 11—ugh 102470 are 0epartmerd-Specific typical Length Of Lane Closures applications of—hty en eared situations.Adjust dewke)ocatioa 3 Merwetghtl0versile Vehicles or racrPer thereat as reton—ailed by the Warkslte Traffic SoPervisor Lane Widths, and approved by the Engineer.Devices Intrude,but are not lied to. 1`Ia99ers,portable temporary signals,signs,pavement markings.and High-Visibility Safety Apparel ch—tiring devices.Comply rim uurco or'eopucabie'Dew-ent Regulatory Speeds In Work Zones crilerra to,any changes and document the reason for the change. - F1a99er Control J.Estept for—cartes'any road ctature an State Highway System d Survey Work Zones seal)comply with Section 335.25,F.S. signs S Work Zane Sign Supports 6 Project lNormatron Sign T Commonly Used Warning and Aeguatory Signs In Work Zones Manholes/Crosswalks/doints ruck Mounted Attenualors Ramavrn9 P—cat Markings B Signals ' CAanneliring Dluires Channeliring Devices Consistency Portable Changeable(Variable)Message Signs IPC95) wanted Warning Anew Boards 9 Drop-Offs In Work Zones Business Entrance 10 Temporary Asph.h Separator I hbnnelt Hog Devices Notes Temporary Bawler Notes 12 pavement Markings —11 i wsT o DescAlprrox: FY 2019-20 Revision GENERAL INFORMATION FOR TRAFFIC INDEX sxEEr 11101117 a F,�- STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600 7 of 12 DEFINITIONS OVERHEAD WORK Regulatory Speed(In Work Zones) work is only Mowed Deer a nan,c'In,whao one.1 the Ipnow,dg OPTION 4(OVERHEAD WORK MAINTAINING,TRAFFIC WITH The m.xim.m parmrcled trncl Speed poslad for the work:one Is indicated br the options is.zea: NO ENCROACHMENT BELOW THE OVERHEAD WORK AREA) reguarory npeed nndl Ills. In.work zone speed.ua be shown or mrad m the OPTION 1(OVERHEAD WORK USING A MODIFIED Trafrrc Shan be del,1,,1,shifted,diverted m paced as m not-,each In the - pans. This liked'Should be used as the minimum design spend to determine fuouul LANE CLOSURE) rea directly below the werneaa walk operations m accordance with the lengths,departure calls.nor,rates,lengths of need clear lone widths,raper appropriate Index Of..Ing or detailed In the plans.This option applies - lengths.,ash co hh,n r-uiremenls,marker spacings,sVPel1Ix.1I.n and other Overhead work using a modified lane closure is allowed if all oI in,1.11-1fi9 t.,but not limited to,the following construction actlrlties: aim/la.features. Conditions are at: a. Beam,girder,segment and bent/pier cap placement. Advisor Speed I.work operation Is located In a signalized intersection and 0. form and falsework plxemenl and"oval. Y P limited to signals.signs,lighting and utilities. c. Concrete placement. The maximum rxammelded 1r 1 speed through a mire o,a hazxdous a..a b work oyearws are 6o minutes a,less. d. R,111,g construction located at edge of deck. . Travel Way c.speed limit is 45 mph or less. e. s,uttu.e'de-Who n. d.Aerial lit,equipment In the work area has tdq-hoeraitr.roratlnp,flasn/nq. The Portion of the roadway I,,the movement of r,bici,,.far tramc ranlroi osculating,or str.bq lights oPeraung, OPTION 5(CONDUCTOR/CABLE PULLING.ABOVE AN OPEN through work zones.!rare)way may include the temporary use of shoulders and e.Aerial nil equipment Is Pared directly below the work are,to close the TRAFFIC LANE) any omen permanent or temporary Surface Intended for use as a one for the lane. movement of vehicoler traffic." I.Train[control dailies are paced In advance./Me vatic/e)-ulpment Overhead cable arbor deene.gaed conductor installations inrual suit 1.°roper [losing the arc eshg a,aIni placed e!in fool lest%. !-Sion shall'ba done In.-dance with the appropriate Index or a.Travel keno:The designateP wldrbs of roadway pare--t marked to[avY g.Volume or complexity of the roadway may d,cl d,addit]...I derives,signs, temporary ballic control plan. through traffic and 1,separxe It from opposing traffic or traffic occupying flagmen and/or a traffic control of lcer' C.nlinv.us pulling !Ions of scoured cable and/.r conductors are al/owed .her traffic lanes. pu g opera - OPTION 2(OVERHEAD WORK ABOVE AN OPEN - r open lanefs)or traffic with no end-,lumen by any part or(he work b.auxiliary tone:The designated widths of...away pave,-!marked to TRAFFIC LANE) - i ti ties.m.lerlals or equipm,d within the minimal vertical clearane above separate speed change,lurning,passing and climbing menewers from in. I ravel way.The utility shall lake precaultons to ensure that pull ropes and through It. Overhead work abase a open traffic lane Is allowed if all of the 1,11—fag conductors/cables at no tin,fall below the minimum vertical clea lice conditions are at: Detour,Lane Shift,and Diversion a.Walk operation is located.n a utility vale.fig.pole,signal pole,or On united Access fxillt/e5.a site SWIM te,p.rarr traffic control plan Is A detour is the redirection of traffic onto another roadwaylob their appurtenances. temporary tonic control pia,Shan include: roars the per. .equ+rea.The temp.rer traffic control lane.A lane_snot Is the redirection of Iref/lo onto a D.Wed. !Ions are 60 minutes or less. a.The Temporal cram[control sal u for the moral Y Y p putting of the pull rope different section.I the [.Speed!lint!Is OS rirph or less, acre "germane,pavement. Ant to the Is..redirection of s5 the roadway. trot/lc ant.a temporary roadway,usually adjacent to the d.No encroachment DY any earl of the work xtivitiez and coos men! J permanent roadway end P I.Chang Dulling operations,advanceofthwarning consisting.i nil Jess than a within l area bounded by I fee!outs/de the edge of travel way and "y messages. rwtnin IAe limits of the right of way. Changeable Message Sig,upstream e/the walk area with alternat/n IB tell nigh. 'Orerhead.walk AhuC and'Be Prepared to Stop'followed by a traffic control Aboveground Hazard e.Aerial lift equipment;n the work..ea has nigh-intenshy,reaLnµ .ffl,,r and lice wenicl,with bile fl his flashing during the An aboveg,ound hazard Is any object,material or eq.1pred.aloe(Inan I-f/IC Mxhl.p.oscillating,o.....ad lights operatmg. °O 9 g fig Putting operarlen. control devices that encroaches upon the travel way or that Is located within I Volume or Complexity of the roadway may di,lt .dditioral dnfces, the[le..zone which does III mecl the Depertmcnrs s,rely criteria.I.e.. signs,nag.-andya,a traffic central Ifni.. RAILROADS anything that is greater Than r In height and Is firm and unyielding or d-sir 9 Ad-late precautions ere taken lo.preveni parts.fools,equipment and Railroad Crossings affected by a Conilrualon project should be mlualed for traffic meet breakaway requirements. other objects from falling Into open 1ane5 of traffic. [onrrols to leduce queuing on the[racks.The n./ualan should include as a nummum: h Other Governmental Agences,Rail la,lit/es,or Codes may req,[,,a traffic volumes,dut-ce from the[rocks 1.the Intersaclions.ane closure or leper TEMPORARY TRAFFIC CONTROL DEVICES greater clurance.:The greater a-ra,ae ratio p.evaus as me rule, locations.signal timing.etc. 'ail tend [,atnc control dewces shall be ON the De App,n d OPTION 3(OVERHEAD WORK ADJACENT 70 AN OPEN temporary pse-rs TRAFFIC LANE v.de[rz list(aP,u.Ensile ma appropriate avk nembe,is permanently melee en ) SIGHT DISTANCE the device In a readily visible location. Overhead work adjacent la an open traffic lane Is allured 11 all of the Tapers:Transition lepers should be obvious to drivers.If restricted sight distance Is a "' Iollowln9 conditions are met: problem(e.g.a sharp...Vul or horizontal curve).the taper should begin well In All temporary traffic control deelce5 shall al removed as s-,as practical when I.work operation is located on a utility pole,light pole,signal Pole;or until advance of the ilex.bstmctM,The beginning of lape,s should not be hidden behind they are no longer headed.When won is susce ded far short periods,of time, appurl n nced. temporary traffic W-01 devices that are no longer appropriate shall be removed b,walk operations are 1 day or less_ . or covered. c.Speed Ifmll IS 45 mph.r less. Intersections:Traffic control dances at Intersections must pruldf sight dlsances for d.No-aoach,enl by any pert of the work a Mfies and equipment.,thin the road user,o"perceive potential coNhcts ad to Ile,— the intersection safely. &low Boards;Portable Changeable Nessape S/qns:Radar Speed Display Trailer. 2 foal from the edge of travel way up to IS blight. COISINCtion equipment and materla/s shall not restrict Once...di,n sight distance. PollBDle Regulatory Signs.and any other trailer mounted device shall be delineated above IS In height no,rcr...blent by any part of the work activities with a Ch,emellzing device paced at each corner wban In use and shall be=,ad and equipment over the open traffic lane(except as allowed In Option 2 outside the erne/way and clear zone at be shielded by,barrier Or crash cushion for wan operations of so minutes Or less). ABOVEGROUND HAZARD when not rn use. I.Aerial tin equipment In the work area has Hqh-Intensity,rcatmg, Aboveground hazards(see definitions)arc to De considered work areas during wonting IlasM1ing,osclllaling,on strobe lights operering. hours'and treated with aPPraprlate work zone Iral/lo Control"procedures.During I al a or complexity.f the r-dway may dlcrxe add,11.-/devl[es. orking hours,all.bJects,materials and equipment that constitute-abowegrwmd s PEDESTRIAN AND BICYCLIST ,gits•rlagm-xol.r a Iramc control.Ificar, hazard must an storedipaced outside the trove/war ad clear zone or be ibiehded by g.Adequate precautions are taken t,Proem Parts,tools,equipment and a barrier or crash ushl,,. S When-existing pedestrian war or bicycle way is located within a traffic control work ,other objects from falling Into open lanes of traffic. zone accommodation must be maintained end P..r+si-for the die.bied must be Ir du. b.Other Govermmenal Agencies.Rail lac,Nlles,or Codes may.equi,!a igreater clearance.The greater clearance required its as In.rule. For ice re u.-hoards steel a work tone the clear zone required should be Dosed Only aypr..ad peaes[rlan longitudinal channellzing—1,.s may be used to detinaefe. °�na on the regularory sp-d posted during constru,lm. temporary traffic control zone pedestrian walkway. Adrancd n.unc.uon of sidewalk closures and marked detour In-be PI-idd by appropriate signs. - pASy. -J.X�DESCRIPTION: REVlslox FDOTT M FY 2019-20 GENERAL INFORMATION FOR TRAFFIC INDEX SNFET 11101117, ter— STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600 2 of 12 CLEAR ZONE WIDTHS FOR WORK-ZONES OVERWEIGHT/OVERSIZE VEHICLES REGULATORY SPEEDS IN WORK ZONES The term'Clear aan!describes the unobstructed rilatire(y flat arts,Impacted Restrictions to Late Widths,Helghts or toad Capacity tan greatly tt Traffic Context Plan,fTCPs)for all projects must Iml de zDedfi,rbow—'T speeds for each phase of wart.7hls Can bather be the Dolled speed ne a reduced ,a le hata 91vaia.eIIear zone outward tram the edge of the then,lobe. The Shall the ttvemuR of pear din to,,she toads.The CState tar table below paves[leer apse widths In wait cones!or medians and roadside ,bell noHly ant Engilwer wlo in turn shall notify the Slate Permits speed.the speed Shoal be rated in the TCPs;this includes indicating Nib existing ' ,mmshions other than for roadside canals;where roadside canals are present, office,phone no.(850)410-S777,at least seven calendar days in speed If no red.tlon is to be made.Regulatory speeds are to Ad uniformly clear Zone widths are to conform'fill the dlstanbes to 1A 15 as described In edvdm a of Implemendng 0 maintenance of traffic plan which w111 established through each phase. the FDOT Design...at 2)5.2. impact the time of Av<rweiglulme,sIbed veNdes.lrtlarmation ;the re uJata+ O+prided shelf hrdvde'.anon.type of restriction(m Itight,widen w genera p y speed shmdd be established to mule vehicles safety weight)and rPstriCtian time frames.when the roadway is Ieslored through the wart itra as hose as tD An—Mgnwry speed as passible.The to normal tervfce the State Permits Office Shall be nottflad regulatory speed Should net be reduced more than,l0 mph below led Posted Speed immediately. and never helow the minimum stdlutorY speed/or the Class of faelhty.When a Speed reduction preater than 10 mph Is Imposed.In'reduction is to be done In 10 CLEAR ZONE WIDTHS FOR WORK ZONES' _ Z per"a Weementt. - WORK ZONE SPEED TRAVEL IANES 6 AUXMMY'IANES 6 LANE WIDTHS Temporary regulatory speed slon,,hall be recopied as soon as the conditions MULTILANE RAMPS SINOIE—RAMPS one widtJ of requiring the reduced speed no longtr exist.Once the work Into regulatory speeds (MPN) = e mrovgh roadways snow/tl be maintained through war/ are I<move0,the repo/story speetl e Orl xisting oT to construction will aulomaNcelly (feet _ (feel) av i ways wnere,al practical.The minimum wJdthx for work zone e 60.70 30 18 travel lanes Shall be as faders:)I.for 1Merstate with At least one 12. 90 back into effect unless new Speed lint cloning Is provided to,in the plans. $5 24 14 tole Wartded IA each difartian,urtess formal;,exctatte by the Federal Dn projects velth tnterspased work ectiritits, 45-50. tilted reduclians she hi be tttNed in 18 t0 Highway Adminlsfra It It tar freeways;ant)0 for All After prorlmil copse estivRles hlcA merit a red wuced speed,and not•blanketed•for I+Hlitiae. )'to 3p-40 la 10 the entire project.At the departure of such 11611t/es,the normal hignwaY speed ALL SPEEDS d BEHIND FACE C BEHIND FACE should be pasted to give the motorist notice that normal speed ran be resumed. CURB b CUTTER Of CURB OF CURB NIGH-VISIBILITY SAFETY APPAREL if cot existing 1e90a1A+y speed it to be used,constearximt'hound be gtren I. Ali htgn-riStMNty safety mppalel,snalt meet the r<galrtments of the International suApiemenffalf cob existing signs when the caattluttlon work Stine Is between Safety Equipment Association NSEA)and the American National Standards Inslllute existing regulatory speed signs.far projects where the reduced speed conditions (ANSI for"High-VISIDIIIIy Safety Apparel,and labeled as ANSIi1SEA 107-2004 or exist to,greater than I mile In rural areas(non-Interstate)and on rural or urban SUPERELEVATION er.The apparel backgrouM(ouler)malerlal co/or wall be edher naprear<nl hat—ale,additlenal regulelory speed signs or,to be /a, bed re ma At no p I n a W,bw or fiunrbscent Yettaw-preen as defined by the standard. The mite IMervais.Engineering judge—should be used In placement of the addatlenei —11-1 Curves reastlaclM in 1.4—;ton wRh wore cone traffic rttrarettett/v!.mater)et$bait be orange.ybttaw,while,Saliba.Yetlow-flees,or a signs.Local/ng(hest signs beyCM tamp emrantet and beenol major lntersattlons elldrol should bare the requtred supereld-111 apPUCd 10 the design fluorescent version of these colors,and shall be vl,ibl<al a mfNmum distance of re examples of proper placement.Far urban ra S/tualfons(con-interstate),addltlOnal dii.Under tundillon,where—at frown[ontrol,Curvature, l ODO feet. Class 3 aPPA101 may be substituted for Class 2 apparel. Replace speed signs are to be placed at A ma,inmm of 1000 apart. The minimum radii mat Con be applied It listed!n the table below. apparel abbe Is not visible et Lull)feel. When field condttlnns warrant speed reauelans differefd from the.shown in the WORKERS:Nt workers-191NA tat right-of-ray shah wear ANSMISEA Class 2 TCP the tooh-1-1 may subout to the project enganeer for aDDrorat 0 the MINIMUM RADII FOR +Dearrt.Wailers eyeratlno me thery ar equlpmmt In whilartoker itolbing,cpuld Department,a sigted and stated study to justify the need for further r..too the NORMAL CROWN bemm<entangled during ppolallon shall—filled hl9hwrsiDdill Safety apparel. Dolled speed,or,the enpineer may r,Aue,l the(X, ,ct Traffic Operations' WORK ZONE Workers Inside the bucket of a bucket truck are not required to wear higMvls(bitity Englaear(OTOE)Ip i.estigate the IMad.It will not ee netes Y-fpr the DTOE to POSTED SPEED MINIMUM RADIUS safety apparel. issue regulations for regulatory Speeds In work canes due to the revised 1rov44-of F.S.316.07451(2)Lot Adrisory Speed Plate,wilt be used at the Potion MPH feet UTILITIES:when amer industry apparel,Atety standards r<qutrt attiity,wprhers to er the field eeyfiner,far ttmporarY usC wnttt Arocisstng a retrytzt to chailgt the 70 409D wear apperet that is incon,isfent with four repvlrempME such as NFPA oSNA rtguldtpr.speed spemlled in the plans when Chemed aabss ry.Adrl,tly,peed 6S 3130 ANSI,etc.,the other standards for aPParel may prevall, plates cannot be used Alone but must be placed below the conatruttron warnlnq,/on 60 21, for which the addable speed IS required. SS 1840 FWGERS;for da)tlme attivittes,MOE—shall wear M51115EA Class 2 apparel SO 1390 Far"It"Ctmt"fwld<s, Fiaggers shall wear ANSt11SEA Class 3 apparel, fox a'diliwuf inform."on,refer to the F00T Design Mamma 240. 45- 1080 40 830 3S 6I0 30 430 Suptrelevate When Smaller Noun is used LENGTH OF LANE CLOSURES For interstatts and state highways with I pasted speed of SSMPH or greater,lane HASures most not exeeed 3 metes - (llKludes taper,Duffer,and wart Zane)in arty given dt+ectfan aad most not close two conzecefiv<iMerch2upes. R LAST x0 DESC/I1PfiON: 'REvrs1DN FDOT FY 2019-20 �GENF�RALFORMATION FOR TRAFFIC INDFx sN£eT � STANDARD PLANS THROUGH WORE ZONES 1 02-600 3.of 12 FLAGGER CONTROL Survey Between Active Traffic Lanes SIGN COVERING AND INTERMITTENT WORK STOPPAGE SIGNING Wine,,flappers are used,a FLAGGER symbol or legend sign must replace the or Shared Left Turn Lanes E+iling or t,h P,rary traffic comroi signs that are no longer applicable or are lncansislent WORKERS symbol or legend sign. The following previsions apply Io Main Roadway Traffic C,nl/,I Work Zones.These with Intended travel paths shall be removed or fully covered. ' The image, provisions must 1w adjusted by the Party Chief to fit roadway and traffic p Y ewer the e+lstlnp slpn. Rigid Sign. t must a clearly visible to approaching traf/H for a dlstame sufficient condrlions when the Survey Work Zone Includes InterteCH.S. Sign blinks or other available[werinps must tom lelel to permit proper response by the motorist to the Ilagpirg instructions,and to we M,shall be the same size as the s/gn It is covering,and lolled In a manner to p(evenl permit traffic to reduce speed or to stop as required before entering the work (A)A STAY IN YOUR LANE(MOT-)46)sign shall be added to the Advente Worning movement. Site.Flaggers shall be Positioned 1,maintain me+lmum color contrast between the Sign sequence as the second most immediate sign from the work a Flegg,es high-visibility safety apparel and equipment and the work area - lea. Sign covers are Incidental to work operations and are not paid far separately. beCLground. IS)Elwalian SUry Ys{ones may be used al the discretion of the Party Chief to ' protect prism holder and nagget(s).Canes.H used.may be placed at up to sD SIGNING FOR DETOURS,LANE SHIFTS AND DIVERSIONS .. Hand-Signaling Devices Interval along the break line throughout the work ran.. De—S should he signed nearly ever their entire length So that motorists Can easily STOP/SLOW paddles ere me pnma/y haM-s/ynelMq device.The STOP/SLOW paddle determine few to return to the o,191nal roadway. The reverse Curve(w)-C)warning sign "all have k,onagonM shape an a.I&handle. If the STOP/SLOW'paddle 1, (C)Horizontal COMIMI Wilh traffic flow 1.the same directlon,Cones shall be used should be used for the advanced warning for a lane shift. A diversion should be Placid one rigid Staff,the odniinum length of the staff.measured from the bottom to protect the backsight tripod an0for instrument.Cones shall be placed at the signed as a lane shift. of the paddle to the end of the Neff that rests on the ground,must not be less equipment,and up to 59 intervals Ior at least ZOO tmvaMs the now of traffic than 6 ft.STOPISLOW paddles shall be at least 24 Inches wide with letters at lean EXTENDED DISTANCE ADVANCE WARNING SIGN 6 Inches high and should be fabricated from light seMrigid materlal.The (D)Horizontal Control-With traffic flow In opposite directions,cones shall be used background o/the SIDI lace shall be red with.11 a letters and border.The to protect the backslght trip,$and/or lnftiument.Cones shall be placed at the Advance Warning Signs shall be used at e+tended distance of aR"ff mile or more when background of the SLOW face shell ow orange with black letters and border.When equipment,and up to SO intervals for at least 209 Jn both directs,,towards li—d sight distance or the ruture o/the,bll—loci may require a motornsl to Illnp used at night-floe,the STOP/SLOW paddle shall be retroreflectorized. the flow of traffic. their vehicle to a stop.E+tended distance Advanced Warning Signs may be required on any type roadway.but•Particularly be considered on ouvullane divided highways where Flag use IS limited to Immediate emergencies.Intersections,eM when workm9 on SIGNS vehicle speed is generally i,the higher range N5 MPH or mare). the[ente,nne or shared left Iurn lanes where two(2)(loggers are rewired and SIGN MATERIALS here is opp.,IN H fn,in the adja l cents.Flags.when aced,shall be a UTILITY WORK AHEAD SIGN minimum of 24 Inches square,made of a good grade of red material,and securely Mesh signs and non-retrorefle[fi[e Wolf signs may IMF be used for daylight The UTILITY WORK AHEAD(W21-7)sign may be used as an alternate to the ROAD WORK fastened to a staff that is applaslmately 36 Inches in length.When used tt operations.Non-retrorellenlce vinyl signs must ,at the req,Ilaments of AHEAD ov the ROAD WOAK XX FT fW20-1)sign for utildy operations on or adjacent t,a nighttime.flags hall be relroreflectorized red. Specd,callons SKII.I 990. ' highway. - Flashlight.lantern or,the,lighted signal that will display a red warring light shall Retrore11e0NI vinyl signs meeting the requirements of Speclllcalion Section 99e be used at night. may be used to,daylight or n19ho operations find to e+ceed I day a+[tot Is,fired LENGTH OF ROAD WORK SIGN In the lod—S. The length o/road work sign(G20-I)bearing the legend ROAD WORK NEXT_____MILES is Flagger Stations required for air projects of molt than 2 miles in length.The number of miles entered Flogger stations Shan be lo[Med far enough In advance o1 the work space so that Rigid or Lightweight sign panels may be used in ICCIISIMI with the vendor APL s..to be rounded up f.the nearest wle.The sign Shan be located al begin r.nttruch— approaching road users will have sulfRieM distance 1,stop before entering the drawlnp for the sign stall to which tMy are attached polots; work space.Wit used al n/ghlllm<,the nagger station:hall be Illuminated. INTERSECTING ROAD SIGNING SPEEDING FINES DOUBLED WHEN WORKERS PRESENT SIGN Signing for the control of traffic entering and leaving work zones by way of SURVEY WORK ZONES intersecting crossroads shall be adequate to make drivers aware of work zone The SPEEDING FINES DOUBLED WHEN WOAKERS PRESENT sign should be Installed on all the SURVEY GREY/AHEAD symbol or legend sign snail De the principal Advance conditions. When Work ope—fill ea[eed 60 minutes,place the ROAD WORK AHEAD projects,but may be omitted if the work operation Is less than I day.The placement t/gn on the side street entering the wort zone. should be 500 feet beyond the ROAD WORK AHEAD sign or midway t.the neof sign Warning Sign used for Traffic control Through Survey Work Zones and may replace whichever Is lets. the ROAD WORK AHEAD sign when lane closures occur,at the tllscrellon of the Party¢firer. ADJOINING ANDIOR OVERLAPPING WORK ZONE SIGNING Adjmpinq won ones may oI(have sufficient spacing for Standard placement or GROOVED PAVEMENT AHEAD SIGN When Traffic CIMrol Through Work Zones Is being used for survey purposes only signs and other traffic Control devices in their advance warning areas or in some The GROOVED PAVEMENT AHEAD Sign is required 500 feet/n advance OI a milled or the END ROAD WORK sign as called for on certain 102 Series of lodnet should G cases other areas within their traffic control zones.Where such restreims or grooved sulfate open I.traffic The W8-ISP placard snarl be used to conjun_clion wIII omilled, Conflicts occur or are Nk.i,to C-1.one of the following methods will be employed the GROOVED PAVEMENT AHEAD sign. to avoid conflicts and prevent candid..'that could lead to misunderstanding on the part of the traveling public as to the Intended/ravel way by the traffic control END ROAD WORK SIGN procedure applied: The END ROAD WORK sign(G20-2)should be Installed on all projects.but may be owtte0 (A)For scheduled fs the engineer in responsible char project g where the wort operation is less than 1 day.TA!ngn sMUld be plated approaimalely proper g ev of 1 desl n 500 feel beyond the end of a construction or maintenance project unless other distance will resolve anticipated wort zone[on111(fs during the development DI the is called for In the plant Wnen other Construcflon or MaiMenaMe Operations p/Ifeci lralfi:control plan.ibis may email revision,I plans on D/¢ceding within I mile fhls sign Should be omitted and signing Coordinated in accordance with Projects and ccordinMion of plans on concurrent OroJKlz. IMe,102-6GO,ADJOINING AND/OR OVERLAPPING WORK ZONE SIGNING. IS)Unanticipated conflicts arising between adjoining/n progress highway construction projects'will be resolved by the Resident Engineer for p,o,ects PROJECT.INFORMATION SIGN under his/esid—y.and,by the District Constru(tlln Engineer for In The Project IMormatioo sign shall be installed wne,Called for In the plans. progress projects Under adjoining residencies. ? (C)The DistrictCi ll.schedule Engineer..will resolve anticipated antl occurrinp conflicts with/n scheduled mamfenan(e ape/arrant. (0)The Unit MainienaMe Engineer will resolve[oMll[tS that occur within routine - Rmaintenance works:between routine maintenance work.unscheduled work and/or permitted wart;and,between unit Controlled m,lot enafile works and highway construcion projects. 1I1.5T 10Z DESCRIFIrt- 1AEVIS1101 17 FOOT FY 2019-20 GENERAL INFORMATION FOR TRAFFIC INo£x SHEET f1/o1/I7 p _ �- STANDARD PLANS CONTROL THROUGH WORK ZONES 1076E00 TEMPORARY SIGN SUPPORT NOTES: q Sign rq SignI POST AND FOUNDATION 1.All signs,lax he Poll mounted wall work aperatills I'Nin.6'Maa.fTyp.l TABLE FOR 6'plln. L ' Maa.(TY➢1 eacaed one da)to„I,for: Feg<of stpa ro q sort} Sig. q WORK ZONE SIGNS Shau ee ri ROAD,. sr to aorr} a.Road cmau/<signs maamad m accordance wen the - ROAD SfGN StZF NVMeFR OF STEELp SfGN SHAPE Inches reactor dlwlnp for Na Type IN BarMeatle shown I WORK,I I-3;;B Bale,. I I WORK Bplts, pere an 30r30 anthe APO Y44 F L' thus b Washut ITypJ I Min 40 F� b WasM1ers(ryp.) 36a36+36 )D.Pedestrian advanced Warnfng or pedstrian rmOulmory 6•MI2 (1Triangle 48z4Ba98 stgps mounted an sign supports in accordant,with (With Paved Sleet V-Channel Posts the vendor drawing shown an the AIL Shoulders) oomof S,pn _ n I Median barrier mounted signs Per Index]00-0)3. - Ie,30 I .-I."mess Shia)ed With Dealer Ir outside al the Clear cat, b l Post, 3Ei14 / Zone,stgntmounted on temporary supparrt or barricades, =2 f48sf8 m+d barr}cadelsga ramomattan mutt Dt,rasaaartnY in —18 rdaap wits NCNAP 350 requirements and ialvded g Y iaill (w s H) 36sIB I on theApproved Products Lt.fAPU. ;° 48r30 I vavetl II1 3.tls<only approved stst<mt Nsted on tAe O<Fartmem's 5npulEd/ 11 iS4a3b 1 Approved Products Ltst fAPt3. Tvav<MaY �j EvrD b Gutter It ( WalkweY f8s60 3 4.Manufacturers seeking approval of U-Channel and steel Elevation (III Iw 72..avast 3 Oravnd Surface TIa4B 3 ,0vare tube Ylgn support atsemDl/es far lnHusion an IIOa60• 40 tat Approved Prvdatts Ust(API)must submit a APL 30a30 1 Application,design'allocations(far sad"<late.114 -// Square 36r36' I and detailed dfwtnps snowing he product meets att J'-6't1 39 for 36•Wtde Stgn,;7-6'(s S}Typ.for Otntrs mires I the req.i,mafmI of tNs food,. d 1 POST SIGN SUPPORT MOUNTING DETAILS 1 POST SIGN SUPPORT MOUNTING DETAILS (see.note T) 1,41 1 S.Prm lde 3 mill 5me1 U-Channe,posts With a Mn+mam (SINGLE POST SIMILAR) (SINGLE POST SIMILAR) urge 360 I Section modulus of 0A3/M tar 60 elf Rae',a minimum RURAL URBAN Notes car real: section modulus of 03T tn'(or ar TO ksi steel, a q sign mtnlmum socimn medulla at 034 tN for 80 ksi steel. 1.Use 3 ID,(t posts for Clear Height up to r0 d.Irovlde 4 Ip//!Steel U-Channel Pasts with a m,nfmum W=wltlth antl 4 Iblft posts for Clear H,iphe vp to 17. -1'Min.6"Mal?Yp) Garflnp Edge nowmn module,of 036 ion ter ba ksi Steel,or f I.q Post) sign Post or 'Use 4 IbIll V-[home(sign post With a 8.111 stcttan medvius of 0.4T t'P for]0 ist or 80 ksi 3ieN. Sass Fast mound httgm of 1 min,mad a mea.Attach 6 Nfa FEED I t 1 F t ND'r— i— A SSrD Base P 4-Nae. ps paver usiov z-Drarkec d0m,on sheet S. ].u-rnaaael posts:eau mnrarm With asrM A egg.Grade rxe vevea I I �, � A� For ease Poll pmr 60.or:TM A 576,Grad,1080(with a mini-mum yield Shoulders) I DOUbL ED I I = }=} Ground I.Minimum foundation depth la 4.0 to,3 Mill sa 9,hA&I eA n it,arade SOt or FSTM A 70111 GraQe 50. 3 S Hin, *HEN WORKER$( I N a$d surface a Post,and 4S for i ID/fI DPYt,. (With Pared (I (! n - 3.roc path 3 Jeff,and 4 felt,bast ar Sign ShaWde/5} It PRE 1.. c path installed in rat,a mlMmum cumulative 8.Sign alta,hmem polls,naYhers,nuts,and'pacers Bollam OI T w shall conform with ASTN A301 or A 36. s. S/pn v- depth of 7 4f for&laver Is reouired. 8.to,diamond warning signs With supplement,toque 4 e'B B J.Centers W= a,The snit Olatt as warn ors the AIL rer4or (up to 5 It,in area},use 4 tbltt posts(or.1 1.10/t z 2 ' ' ' S o drwirry is m,•rewired for base was or ar Cle Mefpm(n mo wasure to the bottom of diand 2 I sign posit installed/n to/sting cork fas warnlnp sign). tlel(netl In Note 3).asphalt roadway.sAoulder TYPICAL FOUNDATION DETAIL Pavement or .it under sid—le. 10.Install 4 H,111 Sleel U1WM1 l posts with dP➢riled powad i i See APL far post,Spite,ant tonnecMon dtt8lts. preakaway SptKe to a„ardaa<with ton maraTmKureYs 5houtder i�l )') f No boils fastened airier than r to cutting edge. eaten snawn on the ApL. Edge oI U I I III rrave/way U II 11.The CPntYaltor may Instant 3 ID//!steel U-Channel Elevat/on Steel u-Cnanncl posts U 6rounn surmro steer v-Channel volt Sign posts with app...ed breakaway splice in accordance With the manafaCrurers detail shown an the Apt. Lock wanner i a'Namtnat S/za1 you"51-1 flea r1.msrax a+l post'➢mmb. 3 POST SIGN SUPPORT MOUNTING DETAILS Head Ball jS where W p 41: a-1'-4g'!t 17 3,t Steil xer xut 13.The conwact"may set posts in preformed hales W e 60'.a=1'-?(t 1•) Flat Hasher In eve speNrfed depth with suitable[alkyl! W.71.a-?-I-tt I') fed xoMnal Size) Lambed satmef,on all,ides.ar&W.3 tall[ slga pasts and any Sire base post in accordaae SECTION A-A SIGN ATTACHMENT DETAIL with Ile manulaclurers d<lml sown on me AIL (SCHEMATIC) (WITHOUT Z-BRACKET) a WORK ZONE SIGN SUPPORTS latST �OESCRIPTfON: aFvrsroN FD0� FY 2019-20 GENERAL INFORMATION FOR TRAFFIIC rNDEx srrEEr it/ot/t8 Q .w.,vl�l STANDARD PLANS CONTROL THROUGH WORK ZONES 1102-600 5 of 12 In-a s-v b SR"XXX IMPROVEMENTS-"—o SR"XXX PC Dpnaral spore: BY FDOT AND CONTRACTOR _PD COMPLETION: PD ee§ farHach,II200 =a,B'Backing SEASON YEAR Strip Details COMPLETION:SEASON YR. _rD P &� FOR INFO: a'D _ QUESTIONS OR COMMENTS —_ID b /—XXX—XXX—XXXX4. B'D 1—XXX—XXX—XXXX pC —dr Bosom 0/Si'. "—See Note 1. 25 di xm BORDER la-0'A S-P BORDEfl 5-0'1 A-B' Ih//[U-Channel R-B' W Radii Rea' 3'Radii Sign post TH=0.25- 4'and B'series D Legend T-0.Z5• P series D Le9eM and i^ Ground 1-0Z5' Blue Background IN-0.TS' 6'series C Legend Sorlace White Legend and Border Blue Background WA/te LegeM and Border r°ahvlzy i Y I I L y PROJECT INFORMATION SIGN DETAIL PROJECT INFORMATIONSIGN DETAIL veElevauan SO MPH OR GREATER 45 MPH OR LESS L,L U Li J-i Vse SIGN ATTACHMENT DETAIL Use SIGN ATTACHMENT DETAIL {'1 T'r (WITH Z-BRACKET). WITHOUT Z-BRACKET) LI LI LI I I I I on Sheet 5. 1 LI 4 POST SIGN SUPPORT MOUNTING DETAIL a IEjlt V-Channel Sign Post Y.'Aluminum Fiat Head ..,hire Boll With Nuts And Lack washers Galvanized Steel Batts Z-Bracket WIM Beam Length With Nuts and Lock Washers Aluminum Z li s1Y.51.09 �e Galvanized Steel Bolls �Wdh Nuts and Lock Washers. Sign Panel PROJECT INFORMATION SIGN NOTES: V.Thick Aluminum 1.Road deslgnalian should ta the most common designaHan H.e.1-I1terstate.SR-Stale Road or US.) f B Aluminum Flat I 3 En.Sp-Z-T'>`]' 3" 3- 3' I S Aluminum Z I.c1Y.s1.09 Z.Italic tent on signs indicate variable Information Head Machine Bolt I—I 1' F�-'I specific to the project. Wdh Nut and Washer S (TYpI Bolt spa<rng i]' 3.See Sheet 5 far Typical Foundation Details and Past 4 BRACKET DETAIL and FoundaUDas Taal. a SIGN ATTACHMENT DETAIL (WITH Z-BRACKET) R ' PROJECT INFORMATION SIGN LAgT �DESCIUPiION: � REVISION FDOT FY 2019-20 INDEX SHEET GENERAL INFORMATION FOR TRAFFIC 11101117 . 1 STANDARD PLANS CONTROL THROUGH WORK ZONES ]02-600 6 of 12 ZI dO L �009401 GHNOZ HHOM HOROUH.L SNV7d GWONV1S R'—v a/to/tt 133Ns x3am Dxda ' 12I03 NOILLVNHoamll'Ii�I�1�I7'J OZ-6[OZ Ad �003 11-21 Nolsln wolidltlJ530 15� S3NOZ NVOM NI SNDIS AVoiv7n93d ONV E)NINdVM O35I[ AVONNOJ g 0/e (saplUJeA,aylo Irv) d5l-9A1 90-P1-Aalf a/9 a/9 a/a a/e (saH!Inel AAa 1 paLwnl m/a m/a M/3919 a/a o/a 0/o a/9 _P IoM 0/o 0/o ` ol-61-1a1f 90-L I-lON 90-91-10N O 90-EI-lolf 190-ZI-lo. tl90-Zf-laN 9o-(I-1oH 90-0110N 90'6-1ON 90-6-1ON 90-L-ION 9o-S-lom 9o-P-1olf 90-1-olf £,L xlsuuloyl AP1 M aaxAN 90 x)t3xreN StlQ�IIW(3� al- a �nNS31Y v1 Aszou eylyj tl00A NI 4 53NIi 0N1033d5 'spelap u6!s lON+PI ZOf-o0L-a—aa5 zue/0 IoNuoo o!AIe.I to Nawdo/aaap-w u1 asn/ol Apo'On tpartfol,allaa)uaal" (parl,olra11atl)a1(ym-m (parl.Dlaallatll x'>IIaA-A (earl+ollallatl-voNl 31e1B-8 c/o o/a o/a 1-p/to ay1,oA Pawa.ala.a9 DIDNS W—K SN91S AYM21H aWaWIS ayl E-ZZm e-zzA l-iZM (Darl+ollalfatll Oatl-tl (pall/ollallatll a6ue.0-0 "P3'Z3L A_'1'!!al to-3"AMAayl uI Dvn➢l pun 511P9 I.-As+o/pue puabal NI f1 sawev Nal 6ulAllNapl I.asod,nd ayl,oA a,,laays ANl up uxwys s,p.,u61s aq, 53a0J NOlal c/o aN3 !Q Ntlal * aul6u3 sueld,", ,,.,ayl Aq,A,/dde se aq N1s dr-9tm seeld lo,Iuoa aWIS qA . j I'PadS'o71IIW.1.W papna0s ze lVal'NW sN915 IPMN9IH ONtlONNIs ayl of,a/a,uollew,>lul Ilelap velz Pva sve/s IeualNDDe,od sueld to uoa 1f/1e fo luawdalaeap NIuI pasn 1,.y are pue sarapul a/a c/o a/o a/o a/e 0/e a/a c/o c/o a/o 0/8 0/9 a/9 0/o to sa11a5 M>qI Ao luawdolavp ayl ul pasn sue/'aAP,,oI alua,a/a,Ape., L-lZm 9-lem es-le. S-lrm I-tZm VI-ItM L-oZm vi-oLAI JS-olm N5-ozM 79-Urm es-otm P-azm E-ozm Ddp1ro 6!a.e hays A ua paurelvoa,,I.,alu Dve sIMI..-.. A.,Dyl'E O /3tl3 O O O O O O O O O O O su61s auor f/on pa,olw a6ue+o Ile,ol pasn ag IRus a6ue,o luaasa,onld'Z 3Atln5 tlJavuS SN3Ytl0z _ Xq� 'API.BP to wmululw a ag a'IOtl /lays subfs bolo/ew fJ1U Io,lvoJ lflfe,l A,¢.odwal padeus puP-,p,arls ayl :satoN a 0/o c/o 0/e 0/9 o/e a/a c/o a/a 0/a a/a o/e a/o U/8 a/A 0/o A19 0/e o/9 o/8 0/9 a/o 3Z-Otm at-atm 3Z-oZm sz-OZM vz-OZm dl-ozm 31-aZM at-azm J1-oZM of-ozm el-OLM 1-Efm e-elm I-e(m Z-fIm I-otM tle-6m I1-6m tl1-6m 11-6M II-am Mql tll Ia01 O O fql O 3lin 1 JlruW 1!faLl O 1fr�W5 AR\) < + R O ® O O 3w.Y laa Ig130 atl0> rM 9•.ZI grOtl grOtl 6 OrOtl Olptl 0/e dSf-BM V M a/9 0/o 0/s 0/a 0/o a/a c/o o/e a/o a/o 0/o 0/o a/9 0/a c/o a/9 a/o 0/o 0/o 0/o a/t0Atl19 .6-6m 6-eM a-Bm '-am 9-8M 5-8M P-8 pM £-aM Z-am t-am £-9M Z-am 1-9A1 E-5, Z-SM 1-im a-Pm "m S-Em P-£m E-Em lM4�IOef a�oax5 N9rM 3Sfgl a�lj tl ® 3l Y0Stl O0 O It 4), Q :;Itl :udn1:M � ■I Ot Q O 0/a. 0/od o/a 0/o o/a o/a 0/o o/a a/9 0/s a/o we wo M/a m/a wo Ave "m Ave m/o m/e Z-EM 1-Ell 9-fM L-(m 9-1m _Im q,-1M Nr-tm N£-Im Nr-/m tl(-rm e-fla e11-61, II-6tl of-6N 6-6tl 8-6N l-sN tl81-PN lel-pd M-od © © � O ® 4 '7Z" ®a mco � YeYms nwz>d ® 1fY d�I I� m/e m/e m/s m/9 m/a Ave .we N/mN ,'m ue a/o s/o o/a c/o o/9 o/a o/a c/o 0/o a/s c/o M-Ptl 9-Ptl L-eN s-Ptl e-PN l-Ptl t-etl a-tN 1-tv l,E-No tlot-PN lot-PH 116-n1 76-11, 19-PN E-PN loco e-oeo 60Z0 e-53 a-53 ~ a R M Ea 1 0 A 9e � ® tl0©0 tla 5 3 tl130 EMO F--:71S! Nd MANH0LESICR0SSWALKSl1O1NTS PORTABLE CHANGEABLE MESSAGE SIGNS Manholes exten0inq r or move above the travel lane and crosswalks (PCMS) having as uneven Aortas 9r.-Man K.Abell have a temporary The Kids an be used to: asphalt apron constructed AS shown In the dlagram below. 1.Supplement standard sigmn9 in c ost—ian or maintemace work Sbxt. Aft transr<r5</.1Mz tax rive a difference to eterxton of Y or more 2.Reinforce stack advance Warning messages. 001 hart a temporary asphalt apron Cda"L-ted as shown j.the 3 Provide motorists with updated guld—mloreatfon, dlagram below. ADVANCE WARNING ARROW BOARDS PCMS should be placed approc.500 to 800 feet in advance of In.Work Naahale or other Asphalt Apron An acre.board in the arrow or chevron mode shall be used only for zone conflicts or 03 to 2 miles in advance of complex traffic coatnd above pr-.aastr�YFo� S0 f r Temper",Svrtac< stationary or ordeal tax etasureS on a aril..readways. schemes which require mac We,urarsval Frantic ma+xwrers. /w dam' Fot shoulder work.blocking IA<Shoulder,/or roadside work near the 11 PCMS ere to be used at night.site Intensity of the llashers shall be shoulder,or for temporarily[lasing one lane on a two-lane,two-way reduced during darkness when low.'Intensities are desirable. The apron Is to be removed prior to constructing the all lilt of roadway,an arrow board shall be used body in In,taut/..mode. asphalt.The cost of the lemporarY asphalt abaH De iMtuoed in Me Fo[eddithuief ea—ti-+afar 1.the FDOT OeA.9n Naxai gad. '-.'act Wdt price ran#a7Menant<.1 Trellis.t5, A Sing+e annex Avant shalt tot be-a#La merge tropic lat.alty—1 than one lane.When arrow boards ere used to[lose—FHple Canes,a single board shall be used at the me19119 IApat for each closed lax. REMOVING PAVEMENT MARKINGS When Advance Warning Arrow 0cards we used at night,the intensity of TRUCK/TRAILER-MOUNTED ATTENUATORS Existing p—am.—ins.that confilct with temporary work mra the flashers shaft be reduced during darkness when taw.iwo-f#es TruckfTraffer-mounted azttrarxors(I"can An used for mering operations am delineation$boy be removed by any method approved by the are desirable. sham-term stx(enary oge"anna.Far m.Whg operations,see Indexes 102-601 Eng/near,where operations exceed one daylight period.Remove and)02-619.For short-term,stationary operations,see➢art VI of the NUTM q confl/ca pavement marking using a method Mat will not damage the s.rf.ce tenure of Ch.pavement,untell the p.-.0 will be O O O ••p•O• O 0 O O o O restored prior to I AFFlc use.Painting over existing Palo—. ••o�Od DODO 0GA..�•O�i OOi p0 o O O markings with black paint or spraying with asphalf shalt not be O CHANNELIZING DEVICES' accepted 11 Substitute for removal or obliteration Full pav Or Or CAUTION• Cha—hir no devices for work...e traffic central Shell be as prescribed in wlath overlays of either a Structural or friction caorsa(non-/leal • • Part VI of the MUTCD.subject to Supplemental rcalsions provided In the contract surface)Are an acceptable alternate means to achieve removal. •O q:O• O.DD♦OO• •:0�0�G• document$and tan 102 Series of Indexes.Lighting Devices ,at hat be used to • O O 000 000 O O O• i�0 OOp D♦• supwement[hanxtleetton. SIGNALS ENSIInq 0061[.19.1 operations that laqume rrodrrhation In MOVE/MERGE LEFT HOVE/MERGE RIGHT MOVE/MERGE RIGHT older to Larry out wart done traffic control shall An included OR LEFT In Me TO and ae approved by the District Traffic operations 9 Rill—Requited Lamps CHANNELIZING DEVICE CONSISTENCY Engineer, p additionat Lamps Aitowed CIA,Icades,vertical panels,roves,tubular nxtrkert ant drums Shall .of be interMaad whhl.tiller fire lateral--ill.or within be Maintain Ali e.isHrtg adua vd,ar traffic relp.wir.moon Alone? tanient alignment. operations Car main end side sweet movements to the duration of MODES the Contract ant require r<Morarlan a any loss of def<ctlon within 12 hours.The contra:tot shall select only detection technology listed an""' DepAniarecs Approved Products List fAPt)and.pwwad by the Engineer to restore detection capaawnes. i R LAST .x0.DESCRIPTION: FY 2OI9-20 INDEX SHEET REVISION FDOTr GENERAL!INFORMATION FOR TRAFFIC 11/orn7 a rr STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600 8 of 12 DROP-OFF CONDITION NOTES 1.These..nuumes and ueatmenls can be applied only I.work areas that fait with,. I propeVly signed work zone. TRAVEL LANE TREATMENT FOR Z When drop-offs o within the near sees due to Construction or m,IN....re MILLING OR RESURFACING NOTES activities,protectionrdevl[es are required(see Table 1). A drop-off Is defined as a drop In elevation,parallel to the adjacent!ravel lanes, greater than J with 1.This ireatment applies to tesurfaring or milling operations between adjetem slope(kB)steeper than 1:q.In superelmaled sertlons,the al0ebral[dffleren[e in !ravel lanes. slopes should I.exceed 0.25(See Drop-off Condid..Detain 2.lyhenever there is a d tference In elevation between adjacent hovel lanes.the 3.Drop-tiffs may be mftlgeted by pfacemenl of slopes with opr/onal base marenal per W8-11 s/Oe with—EVEN LANES Is required at Intervals of!;mile maximum. Specdicali-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 I or less,m treatment is required. and removal of the mate,lal In Ralnte.an[e of Train,LSD.Use of this trealment Ie Ileu of a tempo on temporary barrier Is not eligible for CSIP cons/de-lon.Cdurt daily d.Treatment allowed only when D is J ar less. inspections for deficiencies related to erosion,excessive slopes,—0.9 or other adverse conditions.Repair any deficiencies immediately. 5.1l the slope Is steeper than 1.4(eat to be sleeper than 1:1).the RI-I and a.For 5etban DiVarwe,role,to the Index el Approved Products List(ME)drawing of NOT-1-05 signs shall k used as a supplement to the W8-11;this sandal.. the selected earner. should never exceed 3 Codes In length. 5.For C.Idilions I and 3 p—ided in Table 1.any d,op-tiff Condition that is Healed and ravel Lane rime/lane restored within the same work period wl/l not be subject to the use of temporary Dealers: T______ hme,er,charme2ing devices will be required. /ravel Lane Trmel Lane 6.When permanent Curb heights are a:r.no ch...tilling device will be required. For curb I Y Solid Lane Line heights<6•,zee Table 1. q (When Steeper than I.a) a I Edge Of Trmel Way Clear Zone(CZ) (See Sheet 3) TRAVEL LANE TREATMENT FOR ChanneligBq Device ' MILLING OR RESURFACING DETAIL Dr Temporary Barrier �Setba[k Distance fSee sheet 11) •Algebra¢ ` 8 Difference ,A In slopes DROP-OFF CONDITION DETAIL PEDESTRIAN WAY DROP-OFF CONDITION NOTES Table 1 1.A pedestrian way drop-off is defiled as: Drop-off Protection Requirements .a drop 1,e/-1-greater then IV that is nose.then Z from the edge of x o Device a the Pedestrian way P (n) !Im) RequiredD.p slope steeper then 1:2 that De➢fns cioser than 2 from the edge of the 0-12 >3 Temporary Carrier pedestrian we,when the rotal d op-ght fs greater than 61 >12-CZ >3 lD s 5 Ch...oliing Device. 2.Protect any drop-off adjacent 1p a pedestrian way with pedestrian longitudinal O-C2 >5 Temporary Barrier' ch...ell2ing devices,teporary Currier wall,or app—ed handrail. Remora/of Bridge orTemporary Bailer RetainingWallBarrier Remmal of portions of Tempo/ary Harrier elidoe Deck R DROP-OFFS IN WORK ZONES LAST 1221 DESCRIPTIREVISIONFDOTT FY 2019-20 GENERAL IINFORMATHON FOR TRAFFRC reoex SKEET 11/01/18 �- STANDARD PLANS CONTROL THROUGH WORK ZONES 1102-i;no 9 of12 Enure 5ep. ,Strait ae Amaho.(See flare S) Table 3 palmed ReffenolOwd'Nlcw tax Separator Device Spacing nncluded m Cast of separator) Hu.Dial...$a.-.DM[es(it,) A }s £lace(Safes v YerttzN panels or CaanxhNng Dei— i[ts Speed robot.,.., Opyoshq Trafflc tax !lqq,, rm°h) Dwld<r �y caper ran9ent Hoer Tangent A �� —'— 25 25 so 25 sd 30.15 25 50 38 50 Des".Spoon Sol.70 25 s0 s0 100 See T."o 3 t PLAN a 'be Nin I—tZ a Two 3•While I 1 Retrace/lettorized _r t>axs r-Is space b a standare • P>4� easpnart ss<e uoce siLane Separator Ir Ir IrBUSINESS 40 ■ wax Mar scar ENIRANCE Tubular!tacker Vertical fmxl 0,,.hg Trollic Reduted 4 Orange 01W tax Divide, Spacing SpAtln9 Wd-d FIXED(SURFACE MOUNTED) 0/0 CHANNELIZING DEVICES SECTION AA 1.For sfn➢le W alne„enlrances,plate one 2P r 3C coolness Sign for each J,Temporary lane separators shall be supplemented with any of the fultmving approved thed(sulfate mounted) driveway entrance affected. Signs shall slaw specific business names. Logan channel,,Ih darken:tubular markers,vertical Is,or o may be provided by business owxr5. Standard BUSINESS ENTRANCE sign fn ➢ pane lue's Ip hoicar lax dwlder panels.Opposing traffic lane Index 700-102 may be used—approved or the Engineer. divider pasts(1 p shall aniy be used rk center lax tlfvfaers la separate opposing val 0w r,panes a tad-lane.Mo-w>Y operation.TVGdar Markers,Yerticat Pantls and OpPosidg Traffic Lane Bivid¢r pnxtz shalt not I.When several busfnessrs share a Common dNrewBY entrance,place one 24'r 3s be iruermfr or within the Belts where the t<mp—,lava zep waf. 11 used.The connec[lon betwaen the standard..Ib£SS ENTRANCE sign In accordance with lnce,place N the c,rnefizin9 device and the temporary lane separator curb shall hold the channelfzing dwice in A vertical position. common driveway entrance. 2.Reflertorized ma-Mis shall have a smooth sealed ante,surface which will displAY the same approrlmale color day 3.Charouifztng derfce.slap be placed at a reduxd spacing an cacti aMe*y the and night,rurn'sb chamrtilIcv;devices iuwl.,g-1—flecthe sxetlrg meetln9 the feauirem 1 of section 990. driveway entrance,but shall not restrict sight distance for the driveway users. 3,IT op,nfmgs for drainage shall be constructed In the asphalt and portable temporary lax separator at a maclmvm a.Bushes+entrance Signs —orended to guide malorrsl to business enlrances spacing of 2S in areas with grades of J%or less or SD in areas with grades over 1%as directed by the Engineer. mwedfmodffief of disturbed during tan,1-10A Projects. flushness entrance a.Tapered ends.hall be used at the beginning and and of eat"run of the temporary lane separala to torn a sign,are rot r"vi,.where thane Is mFnimN di—plioo to business 41waway. 9raduat i---to Height tram the p>v—.level to the tap of the temporary fax SeyarNar, which is often tx case with r.surf.,Im type Droje[ts. S The CoWOCiur has the*piton of using portable tempa—V lane separators containing flaed ch>nnelizlog devices in lieu of the temporary asphalt separator and channelizing devices detailed on this Sheet.The portable temporary lane separitar shall came In portable sections that can be connected to maintain continuous alignment between the separae curb'exam..Each temporary fax separator setdan'half be 3£huhes to ad th hen!.tout tenth, Portable t<mporary lane separator.shall dupttcaie the to tar or the pavement marking.Pa—N.temporary cane PLACEMENT OF BUSINESS ENTRANCE SIGNS AND separator,shah be—of those listed on the Approved praduas Last. CHANNELIZING DEVICES AT BUSINESS ENTRANCE d.Any damage to edating pavement caused by one removal of tempotary fare separator shall be 1108 tofdy repaired and the cast of such repair$are to be included in the cast of Nandename of Traffic,IS. z TEMPORARY LANE SEPARATOR LRgT x0 DE$CRIPT/ON: FY 2019-20 REvfstDN FDflS� GENERAL,'tNFORMATXON FOR TRAFFIC txo£x SHEET U�pUI7 F STANDARD PLANS CONTROL THROUGH WORK ZONES 102-600 10 Of 12 s-v it D/'mete, 12' 1r Ira• IBC d'Dmmeter Ir1 I I I I 8'm Ir s to IrI ` CONES TUBULAR PLASTIC TYPE f BARRICADE TYPE 11 BARRICADE DIRECTION INDICATOR 'FRAME POST MOUNT TYPE III BARRICADE MARKER DRUMS BARRICADE VERTICAL PANEL TU.W.—I.E. 'DANCER TO BE USED DURING DAYLIGM ONLY FHANNELIZING DEVICE CHANNELIZING DEVICE NOTES: t earner 1.ins details Shown an this sneer are for the Iollowing purposes: 10.For Pedestrian Longitudinal[Dannellzlnp eevlces,the dell[¢shall have eafors a.For ease o1 leentificatlon and m It 8-continuous detectable ee9/n9 above the walkway. A Note Il D.To provide inf—ation that supplements or supersedes that p,.)dcd by lbe MUTCD. gap Dhot uesceeding a height of r!s allowed la facilitate drainage. The 2.The Type 111 Barrhede shall nave a uml length of 6-0'only. When barricades of top surface of the device stall be a minimum hel➢hI of 3r ant have a g Y .'o less difference In any plane at all Connection Points between greater length,are required[lose lngths shall be in multiples of the 6'-O'umt. the deYices to facilitate hand trailing• The bottom and the top surf,«3.No sign panel should be mounted on any channelizing deWce unless the Channehzinyo/the dvice shall be In the same vertical plane. If pedesirlan tlrop- vNsign Combination was found to be rras—thy and the sip,panel is mouned in oft protection I5«quire¢,the device shall have a footprint or ollset o ean<e with the vendor drawig Ior the rAannellNng device shown on the Approved o/at least 2,otherInd device must be at least dr In height an— at..dts Llsr th t h thewalkwayDeanchored or ballasted to wimsbnd a 200 tbPr point mad at the fp of the derlce, Forklift AcForkiilt Access a.Ballast snail rot be placed on lop ,its ar IV striped rags or hipper loan 13'above 11 for Barrier Dehnearors,see Spe[i11[alion 102.Place on top o/unit so VEHICULAR/ the driWny sufia«' roar retiorellect&a sheeting faces vehicular traffic.Color must march VEHICULAR LCD PEDESTRIAN LCD 5.The tllrecllon indicator barrtrade may be used In.per,and transitions where spe,llic adjacent longlrudiwl paremenr marking. directional guidance to drivers is necessary If used,of...t n indicator barricades shall be used in—Les to direct the driver through the transition and into the intended kUS BarrieDellneatarstravel lane.8.Cones shall: Note 11 When Placed aliel To And Within a Feet Tne splicing of shooting Is notpermitted on either thannellzing de,hes or MOT signs. TEMPORARY BARRIER NOTES: The Edge of Traref Way 2.For .its less than 3-D I.,.C stripes shall be used. 1.Where a barrier is specified,any of the types below may be used In accordance with the appll[able Index: a.Be used only In active work zones where workers are present. Index Descrlptlan b.Be r1flel-i,ed az per the MUTCD.Dth DepaNmem-approve¢ 102-100 Temporary Barnet reflec&,callers when used at night. 102-720 law Profile Barrier 536-001 fivardrall 9.Vehicular longitudinal channelizing devices shall not exceed 36-in height.For vehicular PEDESTRIAN LCD longitudinal she nneUsing devices ILCDs)less than 3T 1,height.the LCD shall be 2.Trailer Mounted Barriers may be used to p-1de poiNN,protection supplemented with eppre.ed lised(surface mounted)channelizing deYices(tubular for workers within the wort areas.APL drawings-,be used as a markers,Vertical Panels,etc*)along the run of he LCD,at the ends,al s ,enters on pulse to deYelop project Specific Tempp,a,y Tralfi[Coh—I Plans LONGITUDINAL CHANNELIZING DEVICE tangents,and 2S centers on radii. The cost of the fised supplemented c"'w'ing that are signed and sealed by the Conrracf,r's Engineer. deYices shag be Included in the cost of the LCD. LCDs less than 3r In height shall not be used for speeds greater than 45 mph. k A LAST G DESCRIPTION: REYuhOx FDOf FY 2019-20 GENERAL INFORMATION FOR TRAFFIIC INDEX SHEET 11/0l117 s— STANDARD PLANS CONTROL THROUGH WORK ZONES ]02-600 11 of 12 APVroath Transition Tan ent TranSlHon RIP roach l0D a0 RYpd Through RPMs(See Note 1 below) lOp Tangent 6'Whfte S(Typ)Through Transilion b Approach Wart Prea Cenfall a of 6-Double Yellow Pavement Nartlnp LW LW LW USE OF RPMS TO SUPPLEMENT PAINT OR REMOVABLE TAPE IN WORK ZONES LW-Total wmm of hovel laves divided 1.APRI shall 6e Installed as a 511pplemem to: by he number of travel Was unless a All lane Ilnes. other wldlhs are shown In the plans D Edge II-S/n lrenshion b epproach ereas. t.Edge lines oI gore areas Travel Lanes 2 Placement of RPMS should be as shown/n Ind-706401 with the following elceptions' RPNS shall be placed It S feet center to[enter In approach and trans/lion areas. Edge Ike Lk-s kjZ r NOTES FOR RAISED PAVEMENT MARKERS: Edpe Lines Edge of Travel Way 1.me of o/the raises vaeemem maraer under both do,+m mgnt commons snap mnmrm to the color of the marbinp for nhlch they serve as a positinNng pulde.or for which they supplement. 2.RPM,used to 5upplemen1 lane lines are to be paid Ior as Raised 1—lesN Her (Temporary).EA RPMs used as a temporary substitute Ior Paint er removable tape due to epulpment mallunctlon are to De placed el the Conlr C-1 expense. PLACEMENT OF PAVEMENT MARKINGS 3 0 g PAVEMENT MARKINGS ygsy 2D DESCRIPT/ON: FY 2019-?0 INDEX SHEET R ISIDH FDOT GENERAL IINFORMATIION FOR TRAFFIC 77/0l/77 STANDARD PLANS CONTROL THROUGH WORK ZONES ]02-600 12 of 12 Offset Bane: a.Behind an alialing barrier, b.More than Z bohhM the e.rb, Work Ared t IS or more from the edge of travel way. GENERAL NOTES 1.11 the work operation(elNoding establllhing and termtnating the work areal reavires that tw more work vehloles Gross the.!flat T ne in any one hour. Ireful,—'rat will be in t.nformanre w111,1—102-602. 2.No sperlat sighing is regvirM. X When a s,de road i—Setts the highway with,,the work area,additional TTC dl.W—shall be plated In.ease.—with other applk.bla TCZ Ind.— SYMBOLS a when cost N..oar eHel o,c—h.n a lldewark refer to fedeS 102—d. CONDtTtONS ® wart aea S.for general TCZ regvirenwnfs end additional inl.rmatfon,refer to Intlea 102-600. WHERE ANY O HICLE,THEIR EQUIPMENT,IES WORKER AND THEIR ACTEXISTING 8,n IES b Lane Iden[ititatfon+Direction of Traffic APE BEHIND AN EXISTING BAHRffH. MORE THAN S 8EHfND THE CURB, OR W OR MORE FROM THE EDGE S Of TRAVEL WAY. R LAST „DESCRIPTION: FY 2D19-20 INDEX SHEET HEvlsroN Fpp� TWO-LAME, TWO-WAY,WORK OUTSHDE SHOULDER B107I77 a .r..P-- STANDARD PLANS 102-601 lof] ROAD WORK END AHEAD ROAD WORK A a a tY tY 4y . • 11• • • w M1 i • w •� F V B Te➢er ttn9th m$C WorF Area see Taela II END Table II ROAD WORK ROAD _ Taper Length-Shoulder WORK aeette s atr -ra er Devke Soaung-Ten enJ soa See Tablet See Taste I Speed y On)AHEAD Notes sP ul.finis (mph) g to Iz pgggLED tafDR tOeeEN9 Shldr. SNdr. Sh10�. mSEMT 25 28 35 42 Table 1 30 40 50 60 WV De ice$ .CID 35 55 68 82 d0 ...'Dislonce Between Dovkes HQ 40 T2 90 NOT Speed Cones or Type I or Type U 45 T2010 180or u`_11.iDISTANCE BETWEEN SIGNS tmphN 5a DAPanels nr DrumsSpecry11,3 (n.) Toper TanOOM Taper Ten n. 55 Speed 25 25 50 25 50 60A B40 mph or less 200 IQD 30 to 45 25 50 30 50 65 45 mph 350 3S0 TO 28O SO m➢h pr r 50D one 50[a TO 23 50 50 IDD 'Nldwpy between signs. tr m(Nmum shoulder Width KL a Length of shoulder taper in tell SYMBOLS GENERAL NOTES DURATION NOTES W®Width of-.1 shoulder in reel (.meined mad and unpaved Whole) ® Were Area 1.When four or more Wore vehicles enter the through traffic lanes In a one hour 1.Signs and channeRring 111he5 may be omitted If all of the period or leas(eetleding establishino and hared—IN the wore area).the advanced follnwing conditions a at: S. Posted speed Ifmit leope) ChanoolUing Device IS,,index 1024001 FLOGGER sign shall be substituted for the WORKERS lion.Fe t...fine or fla99ers a.Ware operations are e60 minutes or less. arW FLA66ER slops.see Indes 102603. b.Veht<Nes M the ware area have high-for—fty,rotating, Stashing,psttttattng,or —be Rome ope-Ing. D Ware Zone Sign 2.SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the old,where the shoulder wort is being performed. a Lane Idlelifi.Hon♦Direction of 7`10fic 3.When s side road mter5t a the highway within the lit.one, hods al TTC derkrS shaft be placed to accordaexe with ocher a➢Atltabte TCZ indexes. CONDITIONS j 4.For general TCZ requirements and additional information,refer to lades 1D1600. WHERE ANY VEHICLE,EQUIPMENT. WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER TNAM IS,am NOT CLOSER THAH 7 TO THE EDGE OF TRAVEL WAY. R LAST o DfSCRiPTlOM: 20I9-20 11101117 FDOT TWO-LANE, TWO-WAY,WORK ON SHOULDER I7/o1/I7 ..�— STANDARD P,LANS 110=2- FY ROAD WOflK AHEAD 10& 1OU 40P ti CONDITIONS J � l WHERE ANT VEHICLE,EQUIPMENT,WORKERS �m +� OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE ❑ •••••i TRAFFIC LANE.FOR WORK AREAS LESS THAN j Wort Are • �� 200'pOWNSTREAM FROM AM INTERSECTION I 90p 10p L.SS TAan �� FOR A PERIOD Of MORE THAN 60 MINUTES. NDPAROAD MLA ROAD AHEAD WORK AHEAD <* 1oa ago I I I I I ,rY CONDITIONS WHERE ANY VEHICLE.EQUIPMENT.WORKERS .C:— �> OR THEIR ACTJV?tE5 ENCROACH ON THE • PAVEMENT REQUIRING THE CLOSURE OF ONE U • •` Work Area • `�^--�^*.1 ��.5`' TRAFFIC LANE.FOR WORK AREAS 20V OR 1 40a �__ Sa• I I I MORE DOWNSTREAM FROM AN INTERSECTION 11 FOR A PERIOD 01 MORE THAN 60 MINUTES. Z� 10a ROAD � Nora TAan WORR ZOP AHEAD DURATION NOTES SYMBOLS GENERAL NOTES ® We/A Area 1.Wort epo"Non,Shan be Lan/rued to an.travel lane.leaving 5.The FLAGGER legend si➢n may be sabMitwed tar the symbol sign. I ROAD WORK AHEAD sign may be"nn"d if ail of the following the.1p.i.g trover tang apt.to—fill, Londrttons are.xl: • Channetiefly Deetce One index IO2-6001 6.The m.I—spacing between devices shall to no greater Ron Z5: 1.When✓ehf[les In a parking zone block the line It Sight to TCZ a Wary operations art 60 miwtes or less. Watt Zone 5r9n signs or when TCZ signs encroach an a normal pedestrian 7.Far go—I TCZ regvilements and additional Infarm 11—refer 1. b.Speed is a5 mph or less. walkway,the signs Shall be past mounted and located In Index 102,600. c.No Sight obstructions to vehicles approaching It--area for fJaggtr, ""'anre will'Index 700-101. a distanct of 600 feet. 07- dt 8.The two Lharl'u Jng de✓Rol directly in!rant and dHettiy At the d.VehhIes in the work area Aare high-Intensity,'Wain, 3.It watt erect is conffo d!9 an..0de au511lary I—,the Wwk end o/the wale area may be omitted provided ventries!n the work flashing,—IlHung.or strobe lights......log. r t> Lana Identificatfon a Direction of Traffic a shall be barricaded old the FLAGGER signs reptated by area have Mgh-Intensity rotating,rlashfng.aScill.linq,or strobe e.Voiume and cemplexRy of the roadway has been consid...0. ROAD WORK AHEAD Signs.Flagg—are not r,gvked. lights operating. 9.FiaggUs short actin sight of earn other or to dire[! $1.Use Temporary Raised Rvmbtt Strips!n accordant.with laden communtLatton at ail arts. 10Z-603.Placement of Portals,Strips and additional signs should y begin aI FLAGGER sign In[atlon. 0 DESCRIPTION; FY 2019-20 !ND£X SHEET FOOT TWO-LANE, TWO-WAY, WORK NEAR INTERSECTION n/01/n a .�^ STANDARD PLANS 102-605 1 of 1 a a - - - - - - - - - - - - - - - - - - a a Radio, b b — — — — — — — — — — — — — — — — — — b b Ousel zone: a.Behind an esisling barrier. b.Nora lban Z beft, the Curb. Wort Area [.IS or more I—the edge of[ravel way. GENERAL NOTES 1.1I the work....alto,(uctuding estaolishmg and terminatlnp the wort area). requires that two or more work vanwos«ss the ofl—zone In any one haul. fralrlc control wilt be in a[c..dan[e with irde.102412. 2.No s...lot signing;s required. 3 This Indez also applies when work Is being performed on a m Itllane undivided highway. a.This;ntlez also apples 1,work performed,,the medlars behind a,e.ISHng barrier re than IS Irom the edge of travel a'. both roadways.Work performed In the median behind curb and gutter shall be in accord,—,Ila Indez 102412. SYMBOLS s.When a side road Intersect,the highway within the work area,a✓mli—I[rani[ ® Work Ar.a control devices shall be placed In accordance with other applicable TCZ Indexes. b CONDITIONS Lane Identifl—ion f Direction of Traffic 6.When—stru[lion aclivlles encroach on a sidewalk,rarer t,Intl,.102-66o. 7.For general TCZ requirements and additional inf—st on,rater to true.102-600 WHERE ANY VEHICLE,EQUIPMENT, _ WORKEAS AND THEIR ACTIVRIES ME BEHIND AN EXISTING BARRIER, MORE THAN Z BEHIND THE CURB, OA 1S OR MORE FROM THE EDGE OF TRAVEL WAY. R EpgT 1.�DESCRIPTION: FY 2019-20 :INDE6q7��]REVISIONFDDT� MULTIILANE, WORK OUTSIIDE SHOULDER11/01/17 �� STANDARD PLANS 1 a a D r He;- b / U @ • . . • at at st • ti @ Table 11 • • wort Nea � — Taper Length-Shoulder A B Taper Lengfh=VA VL(ft.) See Table II Speed ' (mph) ' �ID li Notes ROAD END Shiloh. Shldr. Shldr. Devi<e Spa[In-Ta er Devl[e S aOn-Tan ant 500 WORK EpEEOf xL TINES See Table/ 52 Table I ROAD WORIt 25 28 35 42 AHEAD goueLES wQx saR ER5 30 90 SO 60 l=WY pa£s[NE Table 7 35 ss 6e es 60 Device SDacino 90 72 90 107 Mo..DNI—e Between Devi[as(ILl 45 120 ISO 180 Speed Cones or Type 1 or Type It 50 133 167 200 DISTANCE BETWEEN SIGNS D-1cad.s or 1r Nksl 55 1e7 183 — (mph) Tubular Marters Panels or Drums L=WS Speed Spaclrq(IL/ Taper Ta ant Te er Tangent 60 160 I00 290 A B 25 25 SO 15 50 65 173 217 260 90 m h or less 2no I00 30 to 95 25 SO 30 50 70 187 233 280 45 m h 350 350 50 mph or greater 500 500 SO to l0 25 50 50 IDO 8 Mnlmum shoulder wlot& •25V beyold the ROAD WORK AHEAD sign or VL.Length of shoulder raper m feet midway between signs whilhev Is less. w.Wld1h of total shoulder m reel aombmed pawed and unpaved wIdth) GENERAL NOTES DURATION NOTES I.When a high volume of wort nhicles are entering and leaving the Wort Nee al 1.Signs and Ihanne/121ng devices may be omitted it all of the S.Posted speed 11md(mph) SYMBOLS speeds slaver than 10 NIN below the posted speed.Platt an MOT-515 sign in the fovowmg[pmillans are mar, ROAD WORK AHEAD sign location and shift the ROAD WORK AHEAD sign upstream a.War*operatIons are 60 minutes or less. ® Work lea 500 ft. I. Vehicles in the word area have high-intensity,rotating. flashing,oscillating,or strobe lights operating. • Channel/rfng Device(See IndeT 1024001 2.This TCZ plan also apphes to work performed in the median more than Z but less than IS from the edge of I—elway. D Work Zane Sign 3.When work is being performed an a multilane undivided roadway the signs normally mounted m the n,ednan(as shnwn)shall be o W. b Lane Identification 9 Direction of Traffic d.WORKERS signs to be removed or fwp cowered when no won is being performed. CONDITIONS 5.SNWLDER WORK sign may be used as an alternate to the WORKER symbol s1➢n. WHERE ANY VEHICLE.EQUIPMENT, WORKERS OR THEIR 1CT IES NfT j 6.When side road intersects the highway vvlthi the ITC zone,addd-s TT[ ENCROACH THE AREA CLOSER THAN dev/Ies shall be plated In a<IordaMe with otheo r applicable TCZ InOeaes. IS BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. 7.For general TCZ reauiremems orb additional inrorm a-,refer to Indec 102400. k 2 LAST 1G� STANDARD DESCRIPTION: REVISION FY 2019-PLANS 20 INDEX SMEEi FDO 11/01/1 iT� MULTILANE, WORK ON SHOULDER ]02-612 1 of] 7 t