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HomeMy WebLinkAbout2005-394 c � STIPULATION OF PARTIES OPENING A HIGHWAY-RAIL GRADE CROSSING AT 53RD STREET AND CLOSING 71St STREET ( CEMETERY ROAD) HIGHWAY-RAIL GRADE CROSSING INDIAN RIVER COUNTY, FLORIDA Indian River County , hereinafter referred to as "COUNTY," Florida East Coast Railway , L . L . C . , hereinafter referred to as " RAILROAD , " and Florida Department of Transportation , hereinafter referred to as " DEPARTMENT , " by and through their undersigned representatives herebyfile this Stipulation of Parties as follows : 1 . The COUNTY filed applications with the DEPARTMENT to open a public highway-rail grade crossing at 53`d Street and close the highway-rail grade crossing at 71St Street (Cemetery Road) , Indian River County , Florida , pursuant to Section 335 . 141 ( 1 ) , Florida Statutes . Copies of the applications are attached hereto and made a part hereof as Exhibit "A 2 . The opening application is for a permit to construct a five-lane urban highway-rail grade crossing with sidewalks at 53`d Street, which will cross the RAILROAD at RAILROAD milepost 223+4730' located in Section 15 , Township 32 South , Range 39 East, north of the City of Vero Beach , under the jurisdiction of Indian River County, Florida , as set forth on the plans and maps , attached hereto and made a part hereof as Exhibit " B . " 3 . The highway-rail grade crossing to be closed at 71 st Street (Cemetery Road) is located at RAILROAD milepost 221 +2832 in Indian River County , attached hereto and made a part hereof as Exhibit "C . " 4 . The rail line , at each location , is classified as a mainline track, and operates up to twenty- four (24) trains per day. The current maximum train speed at each location is sixty (60) miles per hour. The RAILROAD right-of-way at each location is 100' in width . 5 . In negotiating the use of the RAILROAD' s property for the crossing at 53`d Street, the COUNTY agrees to pay the RAILROAD an annual , adjustable fee of no greater than an initial price of sixty (60) cents per square foot for use of said right-of-way within the license area . 1 6 . The COUNTY also agrees to enter into new License Agreements for W. Wabasso Road , 69`h Street ( North Winter Beach Road) , and South Winter Beach Road highway-rail grade crossings . 7 . Under the terms of the new license agreement for W. Wabasso Road , 69th Street (North Winter Beach Road) , and South Winter Beach Road , the RAILROAD, at the COUNTY' s expense , will be responsible for the maintenance of the trackbed and rail components plus the highway surface for the width of the rail ties within the license area . 8 . Under the terms of the new license agreement for W. Wabasso Road , 69th Street ( North Winter Beach Road) , and South Winter Beach Road , the COUNTY, at the COUNTY' s expense , will be responsible for the maintenance of the highway roadbed outside the railway ties and the roadway up to the edge of the railroad crossing surface to include but not limited to all pavement structure , pavement surface , shoulders , drainage , sidewalks , pavement striping , advance pavement markings , erosion control , tree cutting , mowing , and advance warning signs . 9 . Under the terms of the new license agreement for W. Wabasso Road , 69'h Street (North Winter Beach Road) , and South Winter Beach Road , the RAILROAD, at the COUNTY' s expense , will be responsible for the maintenance of the crossing warning devices . 10 . The new License Agreements for W. Wabasso Road , 69th Street ( North Winter Beach Road) , and South Winter Beach Road highway-rail grade crossings will include an annual license fee calculated by the number of square feet of right-of-way used for the crossing times the current market value of the property. The annual fee will accommodate roadway improvements , crossing inspections , gate replacement, train delays , storm damage , liability , and other hidden costs . 11 . The RAILROAD , at the COUNTY' s expense , will provide , furnish , or have furnished , all materials necessary and construct a concrete railroad crossing surface at 53`d Street in accordance with the DEPARTMENTs Standard Index No . 560, attached hereto and made a part hereof as Exhibit " D . " The 53`d Street grade crossing will be installed in conjunction with the 53`d Street roadway construction . 2 12 . Upon completion of the crossing at 53`d Street, the RAILROAD , at the COUNTY' s expense , will be responsible for the maintenance of all trackbed and rail components , plus the highway roadbed , for the width of the rail ties within the license area . 13 . The RAILROAD , at the COUNTY' s expense will provide , furnish or have furnished , all necessary materials and install at the new highway railroad grade crossing at 53`d Street, automatic railroad grade crossing warning devices , Type IV, Class III (Cantilevers , Flashing Signals and Gates) , in accordance with the DEPARTMENT' s Standard Index No . 17882 , attached hereto and made a part hereof as Exhibit " E ." 14 . The RAILROAD , at the COUNTY' s expense , will be responsible for the maintenance of the automatic railroad grade crossing warning devices at 53`d Street. 15 . The COUNTY, at the COUNTY' s expense , will be responsible for the construction and maintenance of the 53`d Street highway roadbed outside of the railway ties and the roadway up to the edge of the railroad crossing surface to include but not limited to all pavement structure , pavement surface , shoulders , drainage , sidewalks , pavement striping , advance pavement markings , erosion control , tree cutting , mowing, and advance warning signs . 16 . The RAILROAD , at the COUNTY' s expense , will upgrade the existing North Gifford control point with new electronics and signal equipment that will integrate with the new 53`d Street grade crossing warning devices . The estimated cost of this work is $2101000 . 00 . 17 . All work by the COUNTY within the RAILROAD' s right-of-way will be coordinated with the RAILROAD to ensure that all applicable railroad requirements such as flagging , insurance , etc. are adhered to. All work will be consistent with current Manual of Uniform Traffic Control Devices ( MUTCD) , American Association of State Highway and Transportation Officials (AASHTO) Policy, and Manual of Uniform Minimum Standards for Design , Construction , and Maintenance for Streets and Highways (Florida's Green Book) . 3 18 . Upon completion of the new rail crossing at 53`d Street, the RAILROAD will provide to the Department a copy of the executed License Agreement for the new crossing and signals and reference the FDOT Grade Crossing Number. 19 . Prior to the removal of the 71 st Street (Cemetery Road) crossing , or the construction of the new 53`d Street crossing , the COUNTY will construct a new parallel roadway connecting existing 71st Street (Cemetery Road) to existing 69th Street ( North Winter Beach Road ) . 20 . Once the parallel roadway has been completed and traffic is routed to the 69th Street ( North Winter Beach Road ) crossing , the RAILROAD , at the COUNTY' s expense, will then remove the railroad grade crossing surface and the roadway pavement within the RAILROAD right-of-way at the 71 st Street (Cemetery Road) crossing . Any of the crossing surface and roadway pavement left behind by the RAILROAD from the roadway removal process will become the property of the COUNTY and will be removed at the COUNTY' s expense . Removal may include but not be limited to pavement, lighting , cross drains , signs , etc. 21 . The RAILROAD , at the COUNTY' S expense , will restore the RAILROAD' s right-of-wayto remove evidence of the crossing at 71 st Street (Cemetery Road). Restoration may include but not be limited to the addition of fencing , natural vegetation , etc. The RAILROAD shall notify the COUNTY a minimum of forty-eight (48) hours notice prior to the start of any closure work. 22 . The COUNTY, at the COUNTY' s expense , will erect on each side of the closed crossing prior to permanent closure work being performed , Type III Barricades , Road Closed Signs ( R11 2) , and Advanced Warning Signs (W20 3) as identified in the DEPARTMENT' s Standard Index 600 as provided in Exhibit " F . " 4 23 . The RAILROAD , at the COUNTY' s expense , will remove the highway-rail grade crossing warning devices at the crossing located at 71s' Street (Cemetery Road ) . The COUNTY shall erect on each side of the closed crossing after closure work has been performed , if needed , signs and object markers as identified in the DEPARTMENT' s Standard Index 17349 as provided in Exhibit "G . " 24 . The RAILROAD will ensure that all applicable railroad requirements such as flagging , insurance , etc. are adhered to. 25 . This Stipulation of Parties has been executed by all parties having an interest in this matter,- and further, all parties of this Stipulation waive hearing rights provided by Chapter 120 , Florida Statutes , and request the DEPARTMENT to issue authority in accordance with Section 335 . 141 ( 1 ) , Florida Statutes , and Rule 14-57 . 012 , Florida Administrative Code , with this Stipulation of Parties . 26 . The DEPARTMENT authorizes the opening of the 53`d Street highway- rail grade crossing and the closure of the 71 st Street (Cemetery Road) crossing as evidenced by the execution of this Stipulation of Parties . (THIS CONCLUDES THE BODY OF THIS STIPULATION OF PARTIES ) 5 FLORIDA EAST COAST RAILWAY, L. L. C . By' Authorized Signature Printed Name : 'So ' a U o C 2 Attest : 3k (AJ Date : 1 t 2- 3 f 6 (' COUNTY OF INDIAN RIVER By: C 1� - " Authorized Signature Printed Name : Tho as S . Lowther ` Title : Chairma Atte Au hori ffi By : _ 7 441COUNTY Attorney Date : December 6 , 2005 STATE OF FLORIDA DEPART ENT OF T O ATION ' By: to Public TransportatiAdministrator Date : 5 - t ' & (b LEGAL REVIEW (DEPARTMENT) By: A I Wiiey�, FDOT Date : 6 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 725-090-66 RAILROAD GRADE CROSSING APPLICATION RAIL , am ROAD NAME OR NUMBER ' ` COUNTY/CITY NAME Ic; -APD STREET-/KIW( RFRRY RnAD ThInTAN RTVF'R A. IDENTIFICATION : Submitted By: Application For: Ej Closing a public at-grade rail/highway Applicant PmPl �CT-U-RR- SOT.W.-P ' - crossing by: ❑ roadway removal Office RI C INEERING DEPARU NT ® Opening a public at-grade rail/highway crossing by: Telephone 772-567 -8000 Ext :. 280 ❑ new rail line construction J0 new roadway construction Conversion of an existing crossing by: Address 1 R4 (1 STH MEET Conversion private crossing to public at-grade rail/highway crossing � =n RRnr�� 32960 B . CROSSING LOCATION : FDOT/AAR Crossing Number: NAA Jurisdiction for Street or Roadway by Authority of: O City County O State Local Popular Name of Street or Roadway: 5 'IRn STRFF'r Railroad Company: F rp- mA FART rnA4T ( WC ) Railroad Mile Post: APPROXTMATFL V 1 /2 MILE NORTH OF MITE POST W224 . 42 ) Submitted for the Applicant by: RnRFRT 4 Fam , PTC7TT RWITNEER DATE :. APRIL, 2 , 2002 Name and Title Application FDOT Review by:Q:-" DATE :antral Rail Office v REFERENCES : ATTACHMENTS SUBMITTED FOR ACCEPTANCE : (Specific Legal Authority) 334 .044 F .S . , 120 . 57 F . S . ❑ Crossing Closure Application Data (Law Implemented ) 335 . 141 F . S . G Location Maps, Sketches , Plans (if available) (Administrative Rule) 14-46 .003 F .A. C . ❑ Copies of Agreements Between Railroad and Rail Manual Topic No : 725-080-002 , Chapter 3 Jurisdiction on Subject Crossing Letters of Support (Opening or Closing ) A STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 725090-66 RAILROAD GRADE CROSSING APPLICATION ML ion ROAD NAME OR NUMBER COUNTY/CITY NAME Cemtary Road —71st Street Crossing Indian River County # 272171B A. IDENTIFICATION : Submitted By: Rob S . Skok Application For. Applicant Indian River County ❑ Closing a public at-grade rail/highway crossing by: Title Civil Engineer 0 roadway removal Telephone ( 772 ) 567-8000 ext . 1280 ❑ Opening a public at-grade rail/highway crossing Address 1840 25th Street by : ❑ new rail line construction Vero Beach, Fr. 960-3365 ❑ new roadway construction ❑ Conversion of an existing crossing by: ❑ private crossing )o public at-grade ra i I/h ig hwaycross i n g Be CROSSING LOCATION : FDOT/AAR Crossing Number. 272171B Jurisdiction for Street or Roadway by Authority of: Q City ® County 0 State Local Popular Name of Street or Roadway: ['PmPtPT$ Rmc7 , 71qt Street Railroad Company: Florida East Coast Railway Railroad Mile Post: _ 221 . 54 SUBMITTED FOR THE APPLICANT BY: o��.-C /J • � DATE: 3/10/2003 Title - Civil Engineer APPLICATION APPROVED ; e FOR THE DEPARTMENT BY. DATE: Title . R ilroad Corridor Program Engineer REFERENCES : ATTACHMENTS: (Specific Legal Authority) 334.044 F.S . , 120 . 57 F.S . 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ISLAND ih o.. a ^ GRAND HARB 510 _ _ ] .�/'. z.rr."r �, - \1 a..Raw �,YY BEACH CLUB R 1 T x x u ,i1 II ' ..Lw°W.. � YBA'V"TREE AWAY rc ' • R '' ' „ WABAssO ,, \ \\\ t _ t� ARBRISA ] ar w \ •All t„ �-L F \ w \ is L so 33 it p ]r > PALM PARR E - r �/ ((J((,l1 \\\1 �4lYr F "A7HILS € 1 54 SA INAAL L' 1 s°. '- �•5� ; HOBART' ` w xaj °_n.: a .- .J' { •'�.;;7 � : s 0 01 \m .+l••• -. x _ _ y � (((/// I " •CEANa PEARL 46 1 r OR Vrm Fee T ROTOR ON wm, V s r E ' �'iat xi IlLAND T 32 9 IF J1 CAR 0 INDIAN RIVER ' , ' }. a HIGHLANDS •{1 n -N .ei Ra"1 I ..n.. ey< ' a DS \\3\ .'�- I � � CLAIM a It 99Y INDI ARR %A • • o c _:iY`-i HGlt—� ° COPE NDS RIVI q 1 LAND G HOLE Fp .1 SHO ] AFRAFFA_- .�/THE WI TER ] - WALL i BE 6aiH 'yyyyy'y- �jj((((((�jj- p .r 'b1. ISLAND (( '� V 111 FRI At IRA 615 C '. C:7 � Al w n \\ IRS Y. T ] - ° All ,° LISTER \ I r '. _ 672 ( � 672 1 u ,�.., 5c 1 IN F v • ° SIRTEfl ID<w i J ; KINGSLAKE e ! O Q L IIS" y_r(',�,'\]• ry ° J ISLAND) y\ I U O Q O I` 11 ryia .51 AT 33ItIS \ •' ;t S r VI Ipi °IMR ' �• CY• ! OARR LLV] ToIII "0, KING'S Iv1� lG � / .v OR II� LAND sit : ' i _ _ _ _ _ q E ` RAW" \f\ " A "_ irk .• lrt. ' 'eya' " oR s PAPP Irnl IS 'AND ° 1 ` A.,,�te `.. AIR v w le rs sa \ F • ^ � TRE s• \\\ 13 a :S r 'twe IS �YYY FR I n N nLLI[r ANAL ' inrv[1r 'S.Gn4 . ° •xl , \\ Ia;IsV4 • , , iy'I,1 Inv. , f ' LO Y �� Ir CANAL J� _ �\II`\ C. It r `•'Y {{ 111 J�' 1� �/' MNn NAireo ', II'� •�• ' S G O HAR� ss 7'' N � 00 or q11 1< nMrnN rtv OOLI , CGN ' 4 ' °� 1�\\ IT~.rl'+� IIt e"IDGE , N a M1 ' No 24 • Irr(j'L� 19 mE » LI $ GIFFORut y�21 � •. c 1 n ; \ 's Ln:,wr\ MY I 41 11 ` . - LINA n e NE$ L 47 A i PARR x G . n F ' r }-' ) ,\`1. \0��._ S , • • ,� x r S• a V[ fr'LI LFAt � ' x . - IFFORr as _'" R x R L " R ;] �$;,� e Ip _ fill III- x - - r' °�• 'a IF �. II; Ali,C Al RES s ! _ N it xR Is ! Imo? I IL nemee 'll °{ MEA W - cPnn srn i n ` c 'rr -n = E o \ it LRiy < pillow" ' e - ]CREST . .i c N L A ' w . AlAnnell 670 - CRAYNot . .. . . . - ]eA. SYL Se . . t • ]] R. . x - . _ ('m \ I y 7d 817 • rI Irxr°<of � � � ® '� GEOFFREGl• ;� 615 - - Nn ^ I ArP IZ—_ —_ — _ I "_I I PROOF � � � � � nre:a" `.L . — 1 — _.4. 0 __ - - - J N rRw,! ., x ,r t � rI x 1 x v ' VEgO - u'nu \ xm°R p,\ FRV ' n _ nr. Il.r ' , 1 TO n nr n fiEgCH rou v mnn j���v � . ;;; ;::SNL R r - A 11 \ I: RNUFER PP4r is MUNI 1 L \ti s AY 1 9 ,d AIRF T 1 , Y s mvmxrfu• r ((xj(p� \ 1 x�HAOWBROOK �jw1 i v • s ' °}?� I / Ds 1 gESiSJ` ;CcRCLl11B INTE' xy.o 37 91 -it on lOOIN All ' CH40 ERRY LAt`�Ec_ 1•-,-.. !1 MANOR "'. , nC RR OOD oou mvnss +' `•rx , "< O :Ci r ' SU P I: Nu • ST ES O Rl �l . a `11, nY e0. wl " .o... wI x °��,+-qlI • Q 1:1 , ,,r t�yy� a ! ala� 1! 4 ` I i 12S1, ./TSqTjA� ' r _ Iu _ ."" 1 �I =fJr-1 i�1\ _ ,y�"� yt +JI. tL .J lis 1RAN :�1. _s � f�7 RIVERA .. . .. WALISF17<h s - 1 . n• te1a'[,,,�� 1 \: Irrnun I _ e _ ' 4MJ0:- �!'L�TST•'� ". ,— DdAa . . f 'l I1(L'L a"� i . i., � . r Craving Shoulder Pavement (Except Area Occupied By Crossing Surfcalrg Material !. EXHIBIT t`Das fat To Shoulder Line For Outside Shoulders Lens Than $' Wide. i Pw �/ ( b ) To 8' Llaximum Width Fa Outside Shoulders B'Or Wider 4 Roilrcad� em<nl ( Regardless Approach Shoulder Pavement Width ). (a ) e' For Median Shoulders. r + 1 0•� ' •r�rn, Railroad Signal, Cote Shoulder Pavement In Lieu Crossiing Materials Shoulder Pavement In Lieu Beveled Edge ( I r i Slope 1 a Signal AM Gale Of Curb fContirxuous Over ( Width Varies 1 0! DUro AM Sidewalk _ Utility Strip ) I II ( Continuous Over Utl/fly Strip ) Shoulder Lii — I �T I Varies ( 2' Min. ) .31 Curb II Transition 3' Curb Transition Shoulder Pevement— I See Yrosting Shoulder Varies ( B'Min. l Varf s ( ' Min. 1 r Pwemenf• Aoove ' At'n Concrete Curb r �T�S — Varies, See Index No. 17882 {After Edge Of Pavement e1" � � def — I � — Concrete LWD And � a Utility Strip _ L _ "— Utility sir;p * Where the existing shoulder cop. / 50, m1h: Shoulder Pavement . ; Sidewalk is substandard fa the Ilia With Or Wlthautrs/gncl. ty mrd i Gale Or Signal And Gate 2' Sefback Shoulder Pw<menl type, the shoulder width is f0 6 e be widened toacaomcodate °jee rrOrr SAou/der Pavement When Crauinp ' mussingav shoulder pement. / r/ Notes For location of railrood LIPMaterials Do Not Extend Beyond _ Signals, gates or signals and gates see Index No. Beveled Edge (Is 4 Slope ) C Pavement — _ �lpC�as Flexible Pavement 77882 HALF PLAN HALF PLN - — - — CURBED ROADWAYS ROADWAYS WITH FLUSH SHOULDERS A r Track Ir Roil f Rail Varies RR Crowing Varier Varies � • (7 To �.5 ) (Full Depth Asphalt/Rucder Shawn ) (f To 4.5' 1 30• I I I Cap Or Ex n Friction Ce se portion Material • ( When R [red B Crossi T pe ) Friction Course I . Overbuild Rdk*y. Pod. • Crosstfe Exist. RaWy. Pant. � : — GradeEx1sf. Overbuild Level Type S Asphalt Softest Naat� Type S Asphalt7500 Lb/Sy ) - - - - - - - - - - - - - - ( 500 WSy ) ' � e Level Fllfer Fabric (Opttaal Filter Fabric (Opliwal � Glade G/astrie WIIA RR Company ) With RR Company ) SECTION VIEW To prevent low -clearance vehicles from becoming cought an the Irxks, the crossing surface should be of the same plane es the fop of the rotifor a distance of 2 feet outside the roils. The surfwe of the highway should also not be more than J Inches TYPICAL FLEXIBLE PAVEMENT REPLACEMENT AT PANEL RR CROSSINGS higher a. lower than the top of the newest roil ata point 30 feel f om roll unless Croak • superelevarion makes o different level appropriate. Vertical Curves should be used to ' ' fraverse from the highway grode to a level piano of the elevationof the roils. Rails that CROWING SURFACES are superelevoled, a a roadway approach secllorus that Is not level, will necessitate a site ' . _ specific analysis for roil cleoronces. - Type Definition ' C , Concrete VERTICAL ROADWAY. ALIGNMENT THROUGH A RAILROAD CROSSING R Rubber RA Rubber/Asphalt General Notes . 1. The Railroad Company will furnish and install all /rock bed (Dotes! ), crosst/es, rails, erosstnp surface panels and ocaessory STOP ZONE FOR RUBBER CROSSING . components. A// pavement material, including that 1NwgA the wasting, will be furnished and installed by the Department w U*mign Speed Zone LergM Its Contractor, unless negotiated otherwise. Stop ) 15 Or• est fOfslonee From 2. When a ralfrood trade Crossing Is located within the limits of a C . 250• highway conslutron project, a transition pavement will be maintofned of the ppprooU,es of the Craving to reduce veh;Culw Impacts to the waving. The transition so - 55 3pavement will be maintained as appropriate to protect the Crossing from low clearance vehicles and vehicular impacts ' 60 - 65 y0p• until the construction project is completed and the final highway surfoce is Constructed. ' Notes: - TO 6DJ' 3. The Central Rail Office will maintain a list of Currently used Railroad Crossing Products and will periodically distribute the Current list to The District Offices as the listt$ updated. /. Type R Crossings we NOT l0 4 used for multiple frost STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION crossings within Zones for on existing a scheduled s. The Railroad Company $fall sutm/f engineering drawings for the proposed waving surfoce type to the Construction Project future YCAiaUlor stop. Zane lengths we charted above. Engineer and/or the District Bal/ Office fa concurrence along with the List of Rai/rood Crossing Products. The opproved 2 Single )rock Type R . 0rossirgs Within the toner on the . - engineering drawings of the Crass;ng surface type shall be made a port of the Installation agreement. RAILROAD CROSSINGS chart m% be . wed unless engineering or safety considerations 5. Sidewalks shall be constructed through the Crossing between approoch sidewalks of Me Crossing. Sidewalks shall be dictate otherwise, constructed with appropriate material to allow unobstructed travel through the Crossing in oa'ardance with ADA requirements. " . - ve.e $ Dore . Approved By 6. Alt asphaN shall be installed In accordance with )Mer Na. 5!e ort Section 300 of Me Standard SDecifications: o.elo+ee of un to 2210: A ea . Cue.• crowd or 6p IS/Or Re.1sies Sheer ,Neer• $door Me. ch.gbe Of .Avg vim a / 0( / 560 Crossing Shoulder Povemenf It S $ S S — See Index No. SCO $ 't u W u E s `'c'• Railroad Cafe o E [ Or � � uCi j! 6 � U C Signal And Gate 4a Ca c cc 'c' C Shoulder Pavement Sea Irdex No. 560 Ragland d G Or 4 ia• Signal And Gate Pavement Edge b o fTrovehroyl — _ — - -- - — _ _ _ _ — _ — a i Shoulder _ _ _ - — - C— - — L Yelton — - Line - Pavement Edpe ( TrwMrEl / `b 1 / - - - - - - - - - - - - - - - - - - q7tT Railroad Gate or each-d ONE - WAY TWO - WAY TWO - WAY Signal Cate �? Shoulder — - — - — - -- - - — Divided Yultlkne pna _ _ — - — - or Shoulder ) Curb Undivided Line fYounkae curb ) � Or sloukerl 2 a + Imes — — — — — — — — — — — Jac Railroad Cale Or Note : ,p• Signal And Gate Arrows denate direction or travel not lane Indication FIGURE 1 Gate Len0h Rewfre"nts Yedlm See Note 6 Sheet 3 SIGNAL PLACEMENT AT RAILROAD CROSSING ( 2 - LANE DESIGN ) SIGNAL PLACEMENT AT RAILROAD CROSSING ( 4 - LANE DESIGN ) General Notes Varies I. Nae farm l N proposed for tionS19WIS: however, Vales some /arm of Inyxl attenuation device may -..� Goll Tyyppe Mlghwoy Crossing Bell be sped/led for oerfoln loontlom. - f l Ylniasml Per Croaainpl ,Q Back • TO -Bock L Advance flasher to be Installed when and Flasher Units if called for In plow or e/ectfimtlohs. Gap Type Mlphray Crossing Bell Cora Type NipMray Crossllq Q Q 3. Top o/ faadoNm shall be m higher than ( I minimumCromfnp l I Bell ( l Ytnimpn Per Gracing 1 — — +' adore finished shoulder prole. O 4 � Number Or 7rca5l le TheBach - TO •Sack ga4. Type o/ hang s control tlerke ak Flasher Units Beak - To •Back Option Of The lash" A Agency I Flashing signals its Flasher Units g When AuhmTlic Gores Are Used. g II Flashing signals with cantilever Beck - TO -Bmk , TRACKS Flus er Uni s TRACKS IB Flashnp signals with Cafe Flasher Units Edge Of Background Or Widtthflasher Unlfs 8 Flashing afgnok with oantJlever 6 pate Part Nearest NI , Y Cate Ohm'% O I6' Alferna/e Yln.Refleclorired Red `o lP' S. Coss of hang si nals - devices 4 Q IB' Yax Flashi al Is - me Ircak � A d wane sneeiinp, re 'fesis Ap�.h �. = ti cBoth Sides k 2 3 s II Flashing signals - mufficle troc" i 9 III Flashing signals ad gates - ane track CWidM u e u8 Flashing signals and pates - multiple trooss m q' Yin • Roadway * ' Crown Of Roadway i� Ot / Crown Travel +' Yax. TrI'Melway l0' Yin. aurin # I F i 1 au p' Yln. a 2' Yin. +' Max. +' Max. Trovelway +' Max. 1 Pored Shoulder Paved Sharker Paved Shoulder paved Shocker See Fig. 1. This Sheet STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION TYPE I TYPE II TYPE III TYPE I� Note : RAILROAD GRADE CROSSING * When 10' Is deemed inlorocticle the control device can be located raga Separated ( ons 'or signals. may f TRAFFIC CONTROL DEVICES required f one /or sigmas, one /or as close ase e /ram the edge oro pored shocker but not leis than pole I. ent used. on type a1 6' from the edge o/ the near trot/!c lure. equipment used. =MYRovisign onto, � J stale Skeet He Chocked or 76 013 lof 4 1 788Mo2 .veemrwrnseu __ _ Railroad Gate Or Signal And Gale Railroad Gate or Signal And Gate N ...... ... ::lar :: u ........... .:::::::: :: Sido walkSidewalk a 10 G= b =0, ....... .. .. .......i:::i:i:: :::: ........... '::ilii: ii iiiii:.� ' . . . ............ .•. .•............. GENERAL NOTES ... Sidewalk ..... .. ....... i S1de IR ... .. . ........ ... :::::::::::::::::::::::::::::::::::::::::::::::: .......... ......... . .... ..................... ,s. ...:. ....... ......................................... .. ........ e: :::::ii::::::: :::::::::::i:ii::i: . ..... . .::i:::: 1. The lomllan of fbshinp signals and slop lines droll he 7 . ... ... ....... . ...... .. ........... ..... ................. ........ .... ...... ti ........ .. .... ......... .. .........; ...... � ....... .. 6. ... .. ......... .... .. ..........:..................... ........... ........ .. a :i:::::::: ' ......... r........ . ............ .. of gate hosed m future for present ) installation � Railroad Gole Or o1 gale wJlh opproprla/s track clearances. Railroad Gate Or Signal And We 2. Where OIaM toll lar railroad fra/fk control devices Signal And Gare to be ImAtIled In Curbed median, the minimum ACUTE ANGLE ( AND RIGHT ANGLE ) OBTUSE ANGLE median width slnll he 12'-6'. SIGNAL PLACEMENT AT RAILROAD CROSSING SIGNAL PLACEMENT AT RAILROAD CROSSING J. LocatJan of nallrood Noffk Wh'01 device Is based M the dishIRw OVUHMe between race of a" Ar sidewalk. ( 2 LANES, CURB & GUTTER ) ( 2 LANES, CURB & GUTTER ) G' k 6' -Lamle device outside aldeealk. Over 6' - Locate device between face of curb and s/dewlk. i. Slop Roe to be perpendicafar to edge of roadway, approx. /5' from nearest roth V r from and Parallel to gale when /resent. As A Minlmn, Position One Flasher Unit Over Lane SepmoRan Lines ( Mare Than One Flasher Unit N There Are More Gap Type Vanes - Than 2 Approach L°nea 1. y Crossing Bell Gang Type ( IMIni( IYinlmlmrl ) MIAI NiCrossing Bell Garp Type fl Yintnxml ) Gag Type Per Crasslnp Highway Crossing Bell Per Crossing Highwtry, Crossing Bell O O ( I Mfnlnum ) ( I Minimum )- I' Stdewlk crossing Per Crossing O O I Bank - Ta -Bock Number Of TrocRa Signa Y TM flasher Units To -Back / Opean ut TM IrGot"rA ApenryFlasher Unita Flasher Units a Used Aulamstk Gates AngEdge Of PortBork - io-Bank TRACH I APProah k TRACTS Nearest Highway 57" Max. Appr� dEdge Of Background Or < Will Width Part Nearest Roadway Yin. ak - TO -BOCA Yin. E k —T2 -60Flasher Units a a 16" Altarize e c 57" Max. a a O Min 5 Re/leclart7ed Red a s C ' Yox Yin.C@ And White Sheeting, u e e 27" I i" Max.. Both Sides ^ a, = Trovelroy Sidewalk TrweMn1 2ii" Y-6" Yln. Crown Of 2'-611 y T-6" Ytn. Crown Of u i° 2'-6 _i'-6" Yox. Rowerev 6' Yin. — 6' Nin.TCrown Of Crown 0( Roadway '� O1 y Yax. i' -6" Yox. Trwelway R°odwoy fel i" Y°r. iuSidewalkler" 7rovelRq — — — _ — .�_ � � TYPEY aria T i' Max. Sldewlk \Sidewalk r See Figure No. 1, Sheet I See figure Na. 1, Sheet I TYPE I TYPE Z TYPE ]1! TYPE S STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION RAILROAD GRADE CROSSING TRAFFIC CONTROL a-r•�e Fr. _ _- 11 •vl•IOn � DEVICES lNeffles jDAI&S Approved SC"O 'k? q _ Peelmeee By .TWa'fl. ir ."F. i. 911061 119 n.•• me cheche* Or m 2 OF + 17882 "meerSYrwEe.ee•. _1 RAILROAD CROSSING AT RELATIVE LOCATION OF CROSSING TRAFFIC TWO f 21 - LANE ROADWAY RAILROAD CROSSING AT stop bar PerDeMkvlar MUTI —LANE ROADWAY CONTROL DEVICES To Eddoae 0I Travel Wq Or ate Porel To CiGate When Present I Width May Vary lop A ccording SBar Perpendicular r Edge � I To lane wish 21' White Of Travel Way Or 8' From k Gate a Fleshing Signal With Gales Parallel To Gale When Present. Fuhre Gate o 2e' White p, DO NOT Pavempent STOPMessage ON I White f•-Ytn b * TRACKS 6' I 6' Obl Yellow e• R8 - 8 8' Fa Use Near Signalized Stop Line Fleshing Signal 6' Obi Yellow Intersections ( If Not With Gate i eo a 70 y Edge Of Travel way Railroad Protection Davke Is Not To Be Located N Required Within I2'Of The R/R u Center Line. *� AS N S ' Mim .. . . . . . fuhre tale Yin. Location 4' Pe' White b 2e' White NOTES : 1. When cagnu/Ing pavement ammmage, quantities ob not Include transverse lines. 21' White L Plocement of sign WIO-1 In a residential or business district, where P4' WhIfe low speeds are prevalent, the WAT-I sign mq be placed o m almuIn disk=& of p0' from the onmeing. Where street Intersections comer between the R11? avme pent aressoge and the /Mmes m additional WID-I sign and odtittanal pavement message should be used. 3_ Recommended location far sign FTP-38, 10O'Urbm k 300 ALNUI 6' DDI Yellow In advance of Me Drowsing. e. A portion of the pavement morsIngs syoaol should be directly opposite < ( the WIG-/ Sign. 101 p p 5. Reconmended location for FTP-38 A or 8 signs, p00urbon and _ nu yn ;a $ 300' rurol. See Index 17355 far sigh details. u * 6. Gate Length Requirements T, For two -way undivided sections. F The gale should extend to within roe the center fine. On millions approaches the maxreun gate length may net reach to within rof the 21' Whiten center line. For /lose woes, /he distance frau the gate to the center line WK) - I I shall be a maximum of e'. e� 21' White SPEED AA . WIO I For one -way or divided sectlons+ mm N Fr The gate shall be of sufficient length such that Me distance from the gate tip to the Inside edge of pavement 7s a naxlmm of e'. 60 550 55 450 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 50 375 45 300 RAILROAD GRADE CROSSING 35 m TRAFFIC CONTROL DEVICES .TO Approved ML rA Y/N. oe.�e.•e Ar moor —! . � Q� o.... er •chime. ee«I xe .a.. xo W � e F 12'•5' min. $ Speeifled Length Of Gate Am u � � jAL .B. •C 45C a all LI I I I 970 ( Std ) _ Red Sf Burn _ _ _ !' I _ _ _ _ _ — _ _ — _ _ _ _ _ Vwtw (Y'•6' Yin. ! I 41-80 Min. IIIIIII Raa White 6* Minn. Helci p �a Red Flashing Lights 4 Cwh onfor ns iY N I_ I Au Rewired Crown Of Roadway MEDIAN SECTION AT SIGNAL GATES WE r RAILROAD GATE ARM LIGHT SPACING I I I Q I Q I Q I Q Fw addfflenei Information see the 'YDrvml On Onffom Troffk Control Devkes'. Port Oil; The 'Traffk Control Dwkes HmAwk'. Port VIN; and Specified Longth Dimension Dlmwfm Dimenslm AASHTO 'A Polky On Geomefrk Design Of Streets Of Gate Am 'A' 'B' 'C' PLAN And Highways'. 14 Ft. 6' 36' S' 15 Ft. IB' 36' 5' 16-19 Ft. 24' 36' 5' MEDIAN SWAL GATES FOR 18-19 ff. 2B' 4i' S' 97-23 Ft. 98' 4' 5' 24 -2e Ft. FB' 5' 5' MULTILANE UNDIVIDED URBAN SECTIONS 29.31 ft. 36' 6' 6' 32.34 Ft. 36' To 7# f THREE OR MORE DRIVING LANES IN ONE DIRECTION, 45 mph OR LESS ) 35 .37 Ft. J6' 9' 9' 36 AM Over 36' 10' p' STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES xmo D.1.. APvrovve ec.�,F.�a D..Ivn.. q IaFs --T�Ti• v DO.n .Y 10'15 11..L1.n .b.I M. In..• c...... er W 4 OF 4 17882 ......,.,DIF .... _� f PREFACE SYMBOLS CONTENTS All projects and works on highways, roods and streets shall have a The symbols shown are found in the Traffic ControlZone Cel! Preface traffic control plan. All work shall be executed under the established rocedures. This index contains Library �sl fasslgned) tonthee�DOriestRoadway Design Standards Manual On Uniform Traffic Control Devices nformat one Department c lapproved she Federal and State guidelines and standards and applicable to traffic contralplans, unless otherwise identified Abbreviations for the preparation of traffic control plans and for the execution of in the plans, are as follows: Symbols traffic control in work zones, for construction and maintenance operations Definitions and utility work on highways, roads and streets. Extended Distance Advance Warning Signs Index 600 provides Deportment policy and standards. Changes ore only to ® Work Area, Hazard Or Work Phase ( Any pattern within a boundary ) Regulatory Speeds In Work Zones be mode thru Deportment approved procedures. Indexes 6011hru 665 provide y Sign With 18" x 18 " ! Mine ) Orange flog And Type 8 Light Adjoining AndlOr Signing Work Ione Signing typical es ash/cation long ashor the crhangesicomlply with dification can the M.U. T. C. Dband Deportme made to ent \Q/ Type I Or Type IT Barricade Or Vertical Panel Or Drum se intersecting Rood Sign;nq standards. Signals Type I Or Type II Barricade Or Vertical Pone! Or Drum ( With Flashing Light Channeflz;ng And Lighting Devices The sign spacings shown on the Indexes ore typical ( recommended ) distoroes. 8 At Night Only ) Dropoffs !n Work Zones These distances may be increased or decreased bused on field rondilions. in order to avoid Conflicts or 10 Improve site spec;%c don controls.ohs. 8 pl Night Barricade Or Vertical Pone/ Or Drum ( With S/eddy Burning Light Warning Lights Sight Distance To Delineation Devices MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES o Type I Or Type II Barricade Or Vertical Panel Or Cone Or Tubular Marker Or Drum Channelizing And Lighting Device Consistency The Florida Deportment of Tronsportation hos nd High ay "Manua! Ons ' f MUTCO 1 • Cone Or Tubular Marker Flogging Operations Uniform Traffic Control Devices For Streets And Highway Nighttime Flogging and subsequent revisions and oddendums, as published by the � Type I. Type II Or Type III Barricade Or Vertical PanelOrDrum Removing Pavement Markings U.S. an Department of nTransportations The p tate , Federo! Highway ghwa A ystemfr here for mandatory use on the Stale ns Federal woy System whenever Type I, Type II Or Type III Barricade Or Vertical Pone/ Or Drum f With Flashing Superelevollon there exists the need for construction, mi operations Light ) End Rood Work Signs or utility work. i Type I. Type II Or Type III Barricade Or Vertical Pone! Or Drum ( With Steady Burning Lghf 1 DetoursABBREV/AT10N5 ® Type ZTBarr;code Variable Message Signs ( VMS ) Roadside Barriers Abbreviations assigned to the 600 series Roadway Design Standards and Above Ground Hazards applicable to traffic control plans, unless otherwise identlfled in the 19 Type III Barricade ( With flashingrin Light ) Type III Barricade f With Steady Burning Light ) plans, are as followsi Work Zone Sign Supports TCP Traffic control plant s JD Work Zone Sign -Clear Zone Widths p-'MU7CD 'Manual On Uniform Traffic Control Devices For Streets And Highways Survey Work Zones TCZ Traffic control through work zones m Traffic Signal Survey L Toper length, buffer length or toper length plus buffer space w Advance Warning Arrow Pone! Rai lroads rso r And Bicyclist W Width of toper transition in feel. ;. e, . lateral offset $ Posted speed or off peak 85 percentile speed fmphJ Portable Signal Sign Covering And Intermittent Work Stoppage Signing RPM Raised reflectorized pavement mocker ® Crash Cushion Lone Widths TMA Truck mounted ottenualor r• Slop Bar Length Of Rood Work Sign COMM Traffic Control Standards Committee MonWes/Crosswalks VMS Variable Message Signw� Work Vehicle With Flashing Beacon I Truck Mounted Aflenuotors MOT Designates Maintenance Of Traffic Signs Shadow f S ) Or Advance Warning ( AW ) Vehicle Speeding Fines Doubled When Workers Present Sign FOOT Florida Dept, Of Tronsporlollon With Advance Warning Arrow Pone/ And Warning Sign Oropoffs In Work Zones DTOE District Traffic Operations Engineer Truck Mounted Aftenuotor ( TMA 1 M Temporary Curb R Radius A Orange Flog For TCZ Signs X ldentificol;ons - Channelizing And Lighting Devices And Type B Light For TCZ Signs Advance Warning Arrow Ponel Modes _ Transitions For Temprpoory Concrete Bawler Wall On Freeway Facilities sate or FLORIDA onoeo ciiioir r �.Ncro�renoM Commonly Used warning And Regulatory Signs In Work Zones TRAI oX+raoL Twa+CN Inor rocs Reflective Pavement Markers GENERAL INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES ..... bin, Aorl .N h r Ona b b.n,u • b.,, . ,u CbI 4 00 t of It 600 O " h j REGULATORY SPEEDS IN WORK ZONES ADJOINING AND/OR OVERLAPPING WORK ZONE SIGNING ard DEFINITIONS placement of signs and other fro!/%c control devices In !heir advance Traffic Control Plans ( TCPs 1 for o!1 Projects must include specific placement work zones may not have suontrol f vices I for it advance Regulatory Speed ( In Work Zones ) regulatory speeds for each goose of work. d s can a%note be the The maximum permitted travel speed posted for the work posted speed or o reduced speed. The speed sial/ be Holed %n the arning areas or in some cases other areas within toed traffic the regulatory speed limit signs. The TCP this #Includes indicating the existing speed If no reduction control zones. Where such restraints or will conflicts occur or ore likely ng zone as Indicated by conflicts and Prevent conditions couto ld fended d to love/ way Y worn Sone speed must De sown or Holed it the plans. is to be mode. Regulatory speeds are to be uniformly established to occur, one of the following methods will ea employed o avoid through each prose. on the r1 of the traveling public This speed should be used as the m%n%mum design speed to the traffic conlrolprocedure opplied+ determine runout lengths, departure rotes, (lore roles. lengths of need, clear w%dlhs. laper lengths, crash cushion In general, the regulatory speed slauld be esloblisher normal roue ( 01 For scAedufed projecls the enq%neer In responsible charge requ#Iremenfs, marker Spacings, supere/evotion and other vehicles safely le. Th the work zone ed close 10 ther reduced highway of project design will resolve ont;c%pated work zone conflicts similar features, speed as possible. The the postelatory speed and not be reduced during the development of the project traffic conlrolplan. more Nan 10 mph below the posted speed and never below the This may enfoilrevision of plans on preceding projects and Advisory Speed minimum statutory speed for the class of facility. When o speed reduction greater than 10 mph is %mposed, the reduction is to be coordination of plans on concurrent projecls. The maximum recommended travel speed through a curve or done in 10 mph per WOO Increments, o hazardous area. [ b1 Unanticipated conflicts arising between solveadjoining In the Resident Temporary regulatory speed signs shall be removed as soon Os the highway construction projects wress Hlbe resolved by the District and, by Travel Way conditions requiring the reduced speed no longer regulatory Once /he Construct onineer e Engineer neer forects eoAprogre se projects under adjoining The #Intended path for vehicular traffic through or around work zone requlafory speeds ore removed.bocthek requlafory speed existing at in constructions maintenance , utility and other prior /o construction willOulamof%COIJf go bock inlo effect unless ( c ) The District Maintenance Engineer will resolve anticipated and work zones on highwayss roads and streets, for auxiliary new speed limit signing 1s provided /or in the Pions. occurinq conf/%cls under the fol/owing work zone conditions, control through work zoneso travel way includes aUxil%ary l• Within scheduled maintenance operations. /ones, shoulders and any other permanent or temporary surface On projects with interspaced work ocfivilies, speed reductions should onso intended for the path of vehicular froflic. be located In proximity to those activities which merit o reduced speed, and not "blanketed" for the entire project. Al the departure 2' constructions permitted rwo works and%or lnl progress h'ghWI Detour of such activities, the normal highway speed should be posted to construction projects, A detour is the redirection of traffic onto another roadway give the motorist notice fool normal con be resumed. to bypass the temporary traffic control zone, A Ione shill fdl The inr Mame maint Engineer will resolve conflicts that occur I's the redirection of traffic onto a different section ole the within routine ed maintenance on or per between routine bemaintenancetyun work, unscheduled work and/or permitted work : and, between unit permanent pavement. A diversion is the red%reef%on of froffo If the exist , regulatory speed is to ex used, consideration controll ed molnlenonce works and highway cansfrucllon projects, construction work zone Is between existing regulatory speed signs. onto o temporary roadway, usually adjacent to the permanent should be given to supplementing the existing signs when e roadway and within the Iimlts of the r#Iqh! of way. For projects where the reduced speed conditions exist for greater INTERSECTING ROAD SIGNING than ! mile in ruraloreos ( non - Inlersote ) and on rural or urban Above Ground Hazard %nterstote , oddil%onalregulolory speed signs are to be placed of no Signing for the control of traffic entering and leaving work zones An above ground hazard Is any object , malerofor equipment mare than I mile intervals. Engineering judgement should De used !o make drivers aware of work zone conditions. Under l adequate Dy way Of Intersecting highways* roods and streets shall be odequa e other than traffic conlrol devices foal encroaches upon the in placement of the additional i signs. Locating these lessigo beyond rope romp will Intersecting let signing be less than a ROAD WORK AHEAD }rave/ way or that located within the clear zone which does entrances and beyond major infersecn -int are examples of proper not meet the Deporlmenls safely criteria, #I• e• . anything that is placement 0' For urban situations [ non of 100o/e ), odd%1%ono! speed greater Ikon 4 ' in height and is firm and uny%eidinq or signs are fo be placed at a maximum of fOOO' aparl. sign, incfudinq light and /lot. for apDrpachinq vehicles. great'/ meal breakaway requirements. When field conditions warrant speed reductions dlfferenf from those SIGNALS shown in the TCP the contractor may submit Jo the projeclo engineer Existing traffic signal operations that require modification In for approval by the Deportment , a signed and sealed study justify order to carry out work zone Traffic control shall be Included EXTENDED DISTANCE ADVANCE WARNING SIGNS the need for further reducing the posted speed, ore the engineer may in the TCP and be approved by the District Traffic Operations Advance Worm%nq S%qhs shall be used of extended distance of request . will not Trance Operations Engineer [ OTOS e regulations Engineer. The need for temporary signal loops or ofhee methods one • holt mile cur mare when limited sight dislonce or the nature the neyyed. It will not be necessary for the OTO£ to issue ovisio of actuation shall be determined by the District Traffic Dpe/OfianS 01 f.5. 3I6.0f45[ 21 ( b ). Advisory Speed ploles will be used aJ the Engineer and the designer and included !m the TCP. Of the obstruction or nay require a mutons) ro ding Of vehicle /o for re ulatory speeds %n work zones due /o the revised provisions th I stop. Extended distance Advanced Was Signs may De option of the field engineer for temporary use while processing o m rep�ired' on one type roadway, but porl%cuforty be considered on request /o change the regulolory speed specified In the plans when X muill - lone divided highways where vehicle speed, is generally in deemed necessary. Advisory speed plates cannot De used alone but the higher range ( 45 M•P.H, Or more ), must be placed below the construction warning sign Ior which the advisory speed Is required. STATE OF FLORIDA OERARTYENt O. IRAN {RORlAT10M W ROAD OE {ION For additional information refer no the FDOT Roadway Plan Preporotion rA.vr,c call" •R,,,u, "DTA foss Manual, Volume I . Chopter !O. GENERALAT/ON FOR THRO TRAFFIC CONTROL THROOGH WORK ZONES .1 f R..0 sYo AES o{ IF , sieve of . . 1I Me C1104111441 IF 111) z er a 600 O —a > CHANNELIZING AND LIGHTING DEVICE REMOVING PAVEMENT MARKINGS Existing pavement markings that conflict with temporary work zone CHANNELIZING AND LIGHTING DEVICES CONSISTENCY the Engineer' nt; over Channellzfnq and lighting devices for work zone traffic control garricodes. verticalPanels, Cones$ Jubulor narkers and drums slaJl delineation stall De removed by any method approved pavement width shall De as prescribed in Pare $ of the Af tract subject 10 existing pavement morkl �lwxi;etel SP permit SmortfC 6 1s o ll �sifNe Shojibsupplem as prescribed provided in the contract documents. not be intermixed within either the lalerollronsilion or wilAin the where operations exceed one daylight period: however, Patn4 tangent alignment. overlays of either asphalt Primary work zone traffic dentifica!on. Approved deviceswn heet 8 means to ochleve obliterations for lfle Purpose of ready are listed on the Departments Olgli/fed Product Lfsf, SUPERELEVATION FLAGGING OPERATIONS Horizontal curves constructed in conjunction with w�1 k zone ed to the design DROPOFFS IN WORK ZONESraffic control should have the required superelevnormal sl n app When operations ore such 11a1 signs , signals and borrlcodes do not Provide adequate protection on or odjacen! to o highway or street, radii, Under condfffons where normal cross slope controls curvature. Acceptable warning and barrier devices for Iroffic control of !loggers and / or other appropriate Iroffic control shall be provided. the minlmum rodfl' thot con be applied ore listed in the !able below* ore detailed drOP spein work areas cified in the plans . the Confrac orrn Sheet 6. Unless my use any of theebarr etre Flogger slolionis 1 shall be located far enough ahead of the work space ylRluuu uualroR types shown in note J on sheet 6. sac that approaching traffic has sul7icienl distance to slop before NOI CROSS SLOPES entering the work spore. y,Rlwy Stop /Slow Paddles are the primary land sfgnofing device. Flog use DETOUR aAortus is limited to Immedfole Emergencies . lnlerseclions, and when working on oEmcR R WARNING LIGHTS SPEED centerline or shared left turn lanes where two f 2 1 flogmen or /rrr required and there is opposing lrof/fc in the adjacent Traffic !ants. MPH 3130 Warning lights shoji be in accordance with Section 6f 5 menlof hslla�ed symbol or legend sign 2400 except for the app/frnlion Ilmffalions and methods or pay Where Flogmen are used, a FLAGMAN sy 55 low except must replace the WORKERS symbol or legend sign. so /s90 belo . 1090 ego Lwshi gA Low Intensity Flashing Wornfng Lights ore to be mounted on .304 tical Panels as ngns I except �d below ) and rare intendedrtoo coonflnually worn warning !drivers that 5uprrNerolr When Smrlirr Rroll USed they are approaching or proceeding in a hazardous area. Flashing NIGHTTIME FLAGGING lights shall pal be used to delineate the intended Path of trovel, and flogging LAwill require proper iNuminolfon or the /logger. ^41 placed wilA spacings flat will form o continuous ions l0 the drivers g til station and/or o reffecforized puddle or eye. The Type A light will be used to mork�bstru gAlats 111 of located Agweli Nighttime Al flogging o floshlfghf , !antero or other lighted adjacent to or in the intended trove! way. Type refleclorized flog, p used in conjuuklion with the lfrsf advance warning sign nor the signs/ 11x1 will display a red warning light shall be used, second such sign when used• Lights, reflec/orfzed podd/es. reflecloriled flogand usllDetusEd III shirts or jackets approved by the Deportment !o flog Iroffic at night. The STOP face of paddles shah! be Type B High intensity Flashing Warning Lights shall be mounted on refleclorized red with white ref/eclorfzed letters and border, and the first advanced warning sign and on the first and second advanced warning sign where Iwo or more signs ore used: this app ' the SLOW face shall be reflectors orange with block letters approaches 10 any work zone. and border. Flogger vests , shirts or jackets stall be ref/eclorized orange. traffic for a a.odv Burn The flogger must be clearly visible to oPPnOOChinghe motorist !o distance sufficient 10 permit proper response by Type C Steadr -Burn Lights ore fo be mounted on borricoina. drums. the flogging instructions, and to permit traffic /o reduce speed concrete barrier walls or vertical pones and used in combin lone hon of /o slop as required before entering the work site. Flowers rn (hose devices to delsneofe the travel way om lone closures, �one changes, shall be positioned 10 maintain maximum color contrast between detour curves and other similar conditions, to the burn lights ore X the floggers reflective garments and equipment and the work area intended to be placed fn a line to delineate the traveled way through background. and around obstructions in the transition , buffer, work and termi�(fon machin t e ded pi ding through o STATE Or IIORIDA aMoon YE21 OI \ RARE�ORTAitOR 03 areas of the traffic control zone. Their intended purpose iS Df1 Rano oeElo,l warning drivers that they ore approaching Tlwfx E°rnac TwTOt6w .onr hors hazardous Oreo. GENERAL INFORkIAT/ON FOR Wool SIGHT DISTANCE TO DELINEATION DEVICES TRAFFIC CON.ROLA ,H• R000H WORK ZONES Transition topers should be obvious to drivers. If restricted sight r 1 r,,,�•,4rT N distance isharp vertical or horizontal curve 1,s o problem ( e.q. , a n • •• - W the toper should begin well in advance of the view obstruction. The °1" " v" m J oI 11 600 beginning of topers should not be hidden behind curves beginning s.,•••r •' "' O r-h M& .a, I • SIGN MATERIALS WORK ZONE SIGN SUPPORTS Mesh signs may be used only for Daylight Operations END ROAD WORK SIGNS as noted in the standards. Type B Lights and Orange All post mounted Work Zone signs shall be installed on either round Flogs are not «qu;red. The END ROAD WORK sign ( G20 -2A ) should be erected opproximole/y aluminum or steel channel post os specified in the fable below. 500 feet beyond the end of o construction or maintenance project. SUPPORTS FOR MAINTENANCE OF TRAFFIC S/GN5 vinyl may be used for Day or Ned Operations unless other distance tolled for ;n the plans. Where other ConstNd;on DEPTH /N not to exceed 12 hours except as noted in the standards. or Moinlenance Operations occur within ' mile this sign should SIGN ROUND DEPTH /N STEEL GROUND Type 8 Lights and Orange Flags are not required, be omitted and signing coordinated /n oocordonee wish Index No. 600. SIGN SIZE BRACKET ALUMINUM GROUND CHANNEL ADJOINING AND/OR OVERLAPPING WORK ZONE SIGNING. All signs shall be post mounted if operation exceeds NPS 2.0" x 2' 0' 2.5 !b FIM 3' 0' 24" z 36' 2 -I 8 12 hours except as noted in the standards. 48 " x 48 " 248f NPS 3.5' x i" 30 - 4" * * 3' -O' DIAMOND I -II * * 3' -0" DETOURS 60" x 48' 3 -I NPS 3.5" x I 3' 4" NPS 2.0" x Detours should be signed e/eorfy over fAeU entire length so flat motorists can easily determine law to return to the original 24' x 30" 2 I NPS •J.0" x g" roadway, The WI -4R. MOT -2. and MOT -3 warning signs ore to 48• x 48" 2 -II be used for the advanced warning for a lone sAlfl. A diversion �. x 24' 3 should be signed as. o lone shift. 600 x 36' 3 - 1 VARIABLE MESSAGE SIGNS I VMS I * FIM indicates Type F or Type M The VMS can be used for #n construction/maintenance work zones. * * Requires Iwo 3 Ib/rt steel channel ( F/M ) of 28 -6' center to center. ( 1 ) Supplement standard signing Allsign brackets shall be Type I . The total number of brackets shall ( 2 ) Reinforce static Odvonce warning messages. Type r post per post. ign which shall Use IWO ( 3 ) Provide motorists with updated guidance information• De per post as tabulated. except the "Diamond" sap approved breakaway bases. The message should be visible and clad s of o minimum distance or The 4 !b/f1 steel channel $hall be Installed with app 900 feet. All messages should be cycled so that two message Refer to Des#gn Standard 11860. Sheet 3. for round aluminum sign bracket cycles ore displayed to o driver while approaching the sign from defails. and !1865 Sheet 2 for steel channelbreokoway bases. and notes. 900 . feef of 55 mph, VMS should be placed opprox, 500 to 800 feel In advance or the CLEAR ZONE WIDTHS work zone conflicts or l.5 to 2 miles ;n advance of complex traffic control Schemes which require new and/or unusual traffic monerners• The term 'clear zone' describes the unoDslrucfed relatively riot area. If VMS ore to be used at night, the Intensity of the flashers shall be tone. The !able below gives clear zone widths ;n work zones for medians reduced during darkness when lower lnfensit/ es are desiroDle* impacted by construction, extending outward from the edge of the travel For oddltlonolInformalion rarer to the FOOT Roadway Pions Preporalion and roadside conditions below other than for roadside conalsr where roodside Monual. Volume I . Chapter !0• canals are present, clear zone Ch. are to conform WHA the distances 4 fo conals as described in Volume I Ch. 4, See. 4.2 and Exhibit 4 -A and 4 - 8 or the Pions Preparation Manual, ROADSIDE BARRIERS When connecting temporary concrete barrier wall to quardroilthe connection shall be mode In accordance with Index No, 410• All guardrail end anchorages 10 be included ;n the cost of Temporary JAL ONE WIDTHS FOR WORK ZONES m Guardrail. WIDTHS X NE SPEED Ifeetl HAZARD PH J STATE Or rLOIIIOA D[IARTY [ YT OI t11AY E1011TATIOM ABOVE GROUND • TO 30 " GAO D[EIOY 5 24 rwric co[n[x rY#ao# Wow ray: Above ground hazards ( see definitions ) are to be considered work areas 18 GENERAL INFORMATION FOR during working hours and treated with opprapriale work zone traffic -50 control procedures, During non - working flours, all objects, materials and 40 14 TRAM CONTROL THROUGH WORK ZONES equ;pment that constitute on above ground hazard shie must be stored/placed SPEEDS 4' BEH/ND fACE ".... ..,.. A//. ••4 [T cuts;de Me travelway and clear zone or De shielded by o bowler or CUTTER OF CURB 00 01 crash cushion. . . ........ A For above ground hazards within a work zo during oonslruc e the clear zone l^eQ cod -- -- -- . . DO 4 or a 6� should be based on the regulatory speed postedQ 3 3 1 SIGN COVERING AND INTERMITTENT WORK STOPPAGE SIGNING work lone signing shall be SURVEY WORK ZONES Existing signs that conflict with temporary work . Traffic control signs Symbol legend sign shall be removed or covered as approved by The SURVEY CREW AHEAD sY that require covers when no work isbeing performed . n a work area stall the principal Advance Warning sign used e dxer tTraffic AD "WORK be fully covered with a durable opaquewill not b< permitted. Through Survey Work Zones and may P AHEAD sig Plastic film and woven fabrics Including burlap will of be permitted, n when lone closures oualorf fee discretion of Covering of only the legend or symbol the Party Chief. Type 8 Light or dual orange flags shall De Ref/ecllve coverings will not be permitted, used at oil times to enhance the SURVEY CREW AHEAD sign , ne/s and infermTflenf work stoppage shields and even with mesh signs. Hinged signs designed to Grover when folded and Sign blanks will be permitted. When Trof k Control Through Work Zones IS being used for Covers. Dlonks. hinged pa id for separately. Survey Purposes only, the END ROAD WORK Sign as called plaques ore rnc)denlolto work operation signs and are no to be pa for on certain 600 Series Indexes should be omitted. Survey Between Active Traffic Lanes or Blared Left Turn Lanes LANE WIDTHS revisions apply to Main Roodwoy Traffic Control Work Zones. The following P Lone widlAs of Ihrouph roadways should be maintained through war zone These provisions must, be adjusted by Jhe party Chief to flf roadway and "nest shall behose /ollowstical. The l0 for interstate stonminie will, at least onm widths ror e 12�0" !ravel lane provided %n each direction , unless formally excepted by the Federal Highway traffic conditions when the Survey Work Zone includes Intersections* T A l A STAY IN YOUR LANE I MOT •I1 Sign shall be added to loneAdmipre ration : l0' for freeways: and 9' for oil other focalities. the Advance Warning Sign sequence as the second most LENGTH OF ROAD WORK SIGN immediate Sign from the work area, LENGTHof the discretion the legend ROAD WORK NEXT__ MILES ( a ) Elevation Surveys Cones may be er and The length of rood work sign / G20 • I1 bearing ,nfs. of the Party Chief to Protect y be laced of up to 50' f/0ggerls ). Cones. it used. may P is required for all pro�octs fhe nof eo esfre lmilehan ?The sign shaes in ll located of begin miles po ' intervals "long the break line throughout the work zones should be rounded up ( C ) Horizontal Confrol • Wlth traffic flow in the some MANHOLES/CROSSWALKS direction , cones shall be used to protect the backs is Manholeis extending I" or more above the tract lone and crosswalks laving tripod and/or instrument. Cones shall be placed at thepbelow. towards 0 tand up 10 ,50' Inlervols for o1 least 200' on unev equipment, en surface greater than " shot/ have o temporary asphalt apron flow of traffic. constructed 05 shown in the diagram IN Horizonfol Control - With traffic flow in opposite hall Apron Manhole or other above � l Temporary Surface rip" io d cones Crum be used fo protect the ac d aft a ground obstructio Tripod and/or instrument. Cones shall be placed at the equipment, and up to 50' intervals for o1 least 200' )n both directions towards the flow of traffic* the next lift of asphalt The apron is to to removed prior to ll be uclud PEDESTRIANS AND BICYCLIST The cost of the temporary ospho!l stall be included )n the Contract Unit Price for is located within Maintenance of Troffic, L.S. When an existing pedestrian way or bicycleway a )raffia control work zone, accomodalion must be maintained TRUCK MOUNTED ATTENUATORS and include Provision for the disabled. erations and short Truckmounted llerotions. For aavin operatic ss seevIndex No, 627, For short m RAILROADS term stationary P o erofions , see Porl of the MUTCD. X Railroad crossings affected by 0 csng on he Protect should be evaluated Terms stationary c WHEN WORKERS PRESENT SIGN for traffic controls to reduce queuing on the frocks. The evaluation should SPEEDING FINES DOUBLED {VQ! 0/ RO"IDA D[ rA111Y1 •T OF IIIAMf rOlTAl10M include "S a minlmum: traffic volumeso distance from the frocks !o the "DAD D! lrDw 03 Intersections, lane closure or toper locations, signal timing, etc. The SPEEDING FINES DOUBLED WHEN WORKERS PRESENT sign should TnurK WTr IW" rarts MMI be Installed on all projects. GENERAL INFORMATION FOR The placement should be 500 ft beyond the ROAD WORK AHEAD sign or TRAFFIC CONTROL THROUGH WORK ZONES I midway to the next sign whichever is less. , •" !T M,•N ONn A"I Deese ad 4` N .n ., Y. ', woo MEOW, ..eel , 600 • c.•,,,, •r N W 5 OI It O �•h Shoulder Base Material Warning Device I r 4 or Flatter Clear Zone r CZ ) Edge Of Travel Lone X Travel Lands ) Being Used Warning, Device NOTES DROPOFF CONDITION Far Traffic Control Or Barrier For Concrete Barrier Wall, 2' 1. The contractor device may use shoulder treatment 1n Ilea of barrier' Worninp devices are repaired e I 2, Dally Inspections shall be conducted to assure that no eros%on, 1. A drbpol/ Is defined os o drop In alevo/Ion, ppro/!el to the odJocenl travel !ones, greater excessive slopes. rutting, or other adverse Conditions exist. than J' with slopes ( A$B ) steeper than t r 4, When dropoffs occur within the clear tone Any deficiencies stall be repaired Immediately, curing construction or maintenance ocfiv#tles, protection devices will be required, see Chart. 2, Distance X is to be the maximum practical under project conditions. J. Compensation for the placement and remora/ 01 the material J, Distance from the travel Ione to the barrier or warning device should De moxlmum DROPOFF PROTECTION REQUIREMENTS cowl for Maintenane shoulder Traf%e, ISO Usebe included of shoulderitreatment practical for project conditions. ALL SPEEDS 4. Any dropofl condition that is created and restored within the some work period NO CURB AND CUTTER in Ileo of o barrier Is not eligible for VECP considerolion, will not be subject to the use of borrierar however, warning devices will be X D Device SHOULDER TREATMENT required. Required 5. When permonenf curb heights ore = 609 no warning device will De repulred. err ) tin For curb heights < 6e, see chart. 0 -CZ sJ ST n W8 - 9A5 0.12 >3 Barrier 12 - CZ > 3 IosS Worn# Owlce 0- CZ >5 Barrier _ Trw ; m Travel [oar_ For Clear Zone widths, see Index No. 600 sheet 4. 1 Trwef two a. LLrtat_ I .; 6' Sena Lr»e Llne a L• a 4 1 r MMn steeper Than I $ 4 1 NOTES DROPOFF NOTES 1. .Th#5 treatment applies to resurfacing or mill#ng operations between i shall be as follows+ adjacent travel lanes, lied on In work 4. Warning device spoc 'rp 2. Whenever there is a difference In elevation between adjaent travel 1. These that fall within and property can d applied only A, On To er areas that fall with%n a properly signed work tone. lanes, the W8 -9A sign with 'UNEVEN PAVEMENT' Ologve Is rehired at Maximum spacing between Intervals of I mile maximum. 2. The following are defined as acceptable warning devices$ Maximum spacing between cones et or Type elf bo ricodesalo beet cal J. 1f D Is !f' 0r less, no treatment !s repaired. a, Vertical Panel panels or drums shall be based on the speed limit as 10110005+ b. Type I Or Type d Sorr#codes l5' up to 25 MPHr 30' for 30 - 40 MPH, 4. Treatment allowed only when D Ts J' or less. c. Drum 50' for 45 MPH and greater. S. if the slope 1s sleeper than I r 4 ( not to be steeper than l I I ), the d. Cone ( where allowed ) 174 .1 and MOT -1 S%gas s1a1, be used as a supplement to the W8 -9A; e. Tubular Marker ( where allowed ) this condition should never exceed J m%les %n length. B, On Alignments Where o borrler Is specilled any of the types below may be Maximum spacing between cones or tubular markers shall be 25', J. and for Type I or Type If bor^codes• vertical panels or drums TRAVEL LANE TREATMENT FOR used as shown In the Plans' a. Concrete temporory barrier wall, Is 500 on center for the and TypZ50e for Type cones or tubular ANLLING OR RESURFACING X D. Temporary 9uordfail and end onchorogesr markers of 50' on center and Type I or Type d barricades drums x a. Temoorory Curb; at vertical panels of I00' on center. d. Temporary water filled barriers. STAT[ Of FLORIDA DEIA u[N7 Or TRANSPORTATION ROAD DEEiOM rRuro ODVJRX rniurn "M rowts W GENERAL INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES IN WORK ZONES N.... °".. A." ." " DROPOFFS �. .. .. .. M... e$ fII A,. ..... N.. • VO• O VI Cbeakedof a DO 6 of n -+, 1 • TEMPORARY CURB hDallan, Te,nDwory arD shall nal be wed an facilities with posted speeds 1. App ' w OropOf/s greater Than e• decv. It shall Cw0 Yorker ngreaterb ,non IS Iwn �• ,Yoe M uteri an Infenfo/e or limited owru facilities' 2. EdgeltneS shall be provided In occo/dOXr with the hook Jfrlpinp sDKI17WIlanJ. fape Line Is pppp �: g' Inchedtrq rerleaflv7ofee�A CIA Yorkerface rShall M placed jht cusps Shall oan tISO he �IuVo/ayWes r�le w . 9' yellow of oporoW — curb every )V ( Colw'ess when are to f de fight sloe I@ IM Wes Lon# and amber when the are Is an 1M ba side o h e Jong 1. OPENING ed to the surloce t'y we or a lock coat. D/opol/ s I VARIES J. The IeaVwoly asphalt O"o' 1s to M band aide the JtrenglA Asphalt w Other � Jp• -�---► If is Ithpo/tant that the ore adhere /e Ine turroae 7n "der to it ed ,atf/101s aanaowt Swfaca necessary to redl/KI errant vehicles. Concrete Ort' Ord aID o/ OfMI OpprOr ELEVATION Shan be pIhI to a pored suAKe as shorn In delarl. lor TEMPORARY CURB DETAIL t' When �y/p o"" IS asphalts Class I the plans w otnher foeeporfn has l opp/oved ro/ethe Option 'a �aifruel [agellne open jolnls Shall be constructed t S Wpen conwtle is used to cDnshucl IetporD/y are, f' f every IO' In order to control cro"Al"I OPD. If drheroys or other �� " �► 6, Ora'nage needs Reof be addressed lohe Using lrote rr• the designer they need to ,,,� Edpelfne J based on grades, accesses we not frep/tnf enap JpKlfy the need for '0/Dlmpe SIOH' 01 an appropriate J12 tq g SOZD f of Jones, eta Typimlry, o drainage Jlal Should De 12' ride f o break I Tf v ieanwory CwD In rhe arb ) of SO' spadngs. L It o TrWIf/o a cab should as ear le' ns PLAN 7. At openings mrot as drhewoys and p to go of a I r t. me ronnor ry I Tor per JO, sectiM, adnhew ) be transformed In Might Gam 1' of to of of o l r t TEMPORARY CURB OPENINGS slope In order to #Ilmieelr a patenf7ol hatwd of the ane pDi^fs• PINNING DETAIL g, TeRporo/Y prD sno7/ he paid for oder the Dmtrael unit pr7er for TeNbs"I CwO. LF, and Will 7neRde oil Rvlerlotr ( including Cwb Yorkers ) and wore necessary to cp "rofd. thaln/orn ad renes the le,pwOry ttrD. Any domope to e,lsl7np pareRwnl cowed the reRUva, of te„1oDrwy orb shall be Sollsfaclwiy repaired and IM cost or such repairs to be ineluoed in /he cast or the lenporay cu'b. ► 12' ( a RDrr ! is OeS7roD/e !n wrier to be s Iwhereef2'1o�t earl Dt Holerver, It IS recmntze that there eery Is not leoslwe w obtainable, M these inJlancts. ergrnetrtng judo wed to talons this offset distance Wien the depth of d/aparE. Sol' fypr, at m X TEMPORARY CURB STATE Or ILORIDA DTATtOM boonTOee OMr TRhM3rORs#T''{7� Y&I 001IOf. rrw,cr #Oat tats W GENERAL INFORMATION FOR ...� TRAFFIC CONTROL THROUGH WORK ZONES I-T� M•o. bN. . heel• t by of t•Nt.N er • n , q , •P..... UMI n YIt .,... .t 7 of 11 600 • O.,Mt e1 O X17 �a Yea 6'-0" Warning L19hf J6" 24" 8' 12' Warning Light Warning Light Worninq Light 1- =8' �' Diameter Warning Liqhl =12' —L• 18' Diameter .160 n 8= N STEEL O4uN5 Poor YaVNr A•FRAYE FOR NCRr USE TUDVLM WN•rIIED YAWA TD ar USED Nor PERYITT[D , SEE AaTE A DURlNa DAYL&IT ONLY. TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE CONES TUBULAR MARKER PLASTIC DRUMS VERTICAL PANEL CHANNELIZ/NG AND LIGHTING DEVICE NOTES roved traffic control devices may be used, 6. Ballast shallnota placed on fop rails or any striped occo 1. Only app roils or higher than 13 " above the driving surface. W 2. The fpOT approval shall be engraved on the T. For roils less than 3' -0" long, q ' stripes shall be used• • device of o convenient and readily visible IOcD1i0n. 0.0••O 0 0 O 0000 • Where engraving is not practical a water resistant g, When Advance Warning Arrow Panels are used of night , the • 0 • O • intensity of the flashers shell be reduced during darkness • � • 0 • 0 0 • • • type lobe/ may be used. when lower intensities ore desirable. Or Or 3, The details shown on this sheet ore for the followiTo ng 9. Cones Sholll purposesr lal For ease of identification aoon and dc( b ) O cdcs 40 0 O O O O O 0 O O • 0 0� 000 provide informal, fhb! supplements I, Be used only in work zones where workers are present. • 0 • • • • 0 000 •DO 0 0 • 00}00 ago 00 that provided by the MUTCD. • � 000 DO q, The Type III Barricade shall have a unit length of z• Not eexdcee/2 Aou� work period.length of use of any one l,me nor PASS LEFT PASS RIGHT WARPING 6' -0" only. When barricades of in mull lengths are required those lengths shall be ,n multiples Of the Have as a minimum, one designated person for the purpose • Mlnlmum Required Longs 6' - 0" unit. Signs used in confora on wt1A Tyype III ••O 000 o • • Barricades may De mounted on un above the BD pe off e. of continuous monitoring and maintenance of cones during • 0 • • • 0 • These Signs should not cover more than 50 percent of the roved • 0 00 0•• O Addition& Lambs Allowed top two rails or 33 percent of the total area of the three *, Be rerlecforized as per the MUTCD with Department app reflective collars when used of nighl, roils. PASS EITHER SIDE lights shall be 5. During hours of darknesworninq lig Mond !0. The splicing of sheeting is not permitted on either m used on drumse vertical panels. Type I. TypectannelizIng devices or MOT signs. MODES Type LTborricodes in accordance with 'Warning Lights X ADVANCE WARNING ARROW PANELS Sheet 3. . STATE 0/ YlOR10A OROAD TDe3 OMr 711ANS�OATAl10N ,RAFY C L Trot ,RA(LGR "OA" 70.[ 3 T GENERAL INFORMATION FOR Madams W CHANNEL/Z/NG AND LIGHTING DEVICES AND TRAFFIC CONTROL THROUGH WORK ZONES IDENTIFICATIONS "•-", "",", ASST •.A 3Y IDEN WARNING ARROW PANEL MODES 3061jii3 •T 41� • ' " ADVANCE �. .••66166 ..••, .6. of JI 600 00 0 -i, lyar I w Type H glarriooda or IIIPanels w Drww $ At 300Cenfees ), with Sfeaq 6wninp Lipnls A/ Might C•dy L • w3 fan SDerdy 213 Awnr W31760 for SpetO21 b eon L • wS fan SpI 2 4 Aon, w51760 for Sptea a q 00 y fVorlesr 1' Y7n.,1'sfd. l c_> Sar" As 7- Teswofary CMvelf sorrier Walf Edge Of Tr~t Lane1 I Type or type u w eel ool 8 eta w �++(� - - 8tl r - - - - — y / 8 roan cYn C. c. Ir20 wWlfA7(A Shoulder LIAOT BARRIER AND TRANSITION LOCATED ON PAVED OR UNPAVED SHOULDERS PLAN SHOWN FOR RIGHT LANE - INVERTED PLAN FOR LEFT LANE Type I w Type II Barricades or venula Panels or Drones I At 70• Cfelws 1. with Sfrody Rwn7np LigAII At Right Only to WS fan SMWf 213 Pont wS2/60 fan Saseds r 10 Awh t • WS fan Speeds t IS AIw SOIL fan Speedy r 10 Mb Renwvade RA/ealwilfd Pone"Al YWAlnpt RtwwoMe Rrfleofwiled pdvtmn/ Ywtlnpr y ( Ywiar P Yin..1'afd. i WI fan Right Edge Lint wNlt fan Right EOpr Line U' Yell" Far Left Epee Line a—� Vw7es 2' To Y Save N •y' �' Yellow fan Left Edge Line �• Rawe d Owlfer0lf Lone Line \ ( PSid. l �4•�Yv `•"`v Type I or Type d AWrlWdt$ w vlrNm/ Ponela w Oruw.( Trgoorery Caere/r 6Wr7er wall g WI - - - - � l 1. 2O 6' Edit 0I Travel two Exist. Cope Stripe C. C. 1 WORK AREA �A] 8 Cram CusvM T( Y7n. 1 1 so Refwveofe Silly Dlogonoi Ir Shiga At 20• CenfefS$ -- 7— WNle fan Right Eder 110181000S Shoulder Line J — Yefla! for Left Edpe Yprampa TWO OR MORE LANES ONE WAY LANE DROP • PLAN SHOWN FOR RIGHT LANE MERGE LEFT - INVERTED PLAN FOR LEFT LANE MERGE , RIGHT Type I or Type D. BWrlocOta w Vrrl7tlt Partly w onhas CAI 50' Centers I. with Steady Owning Lights At Night Only L • MS Fw Sports a IS Awn DII For Speedy a 40 Aon . L • WS fan Sperai tIS Poll, WS 8160 For Speedy e 40 NO, RefleelW7led Pwewml YWLIAp. Solid Lint If Cape Of Pweelent SI/7Pe RtIlMafled Porewenf YWR7rpr SAO Lf" N Lane Lift ( a d Ywf Larls And nal ste Ptredlltot Solid Line Only 1 TrOnJlltar 10I $hyper d 7tAwarary Pweswnl Rrso athe if On Shaadw d Troller PwtoorA farol SW/act1 Reso atio If On Shoulder Or TIQI PaveAwni f final 3warea,faat ) ( 2 LI• Way ) ArAnraWe d Pointed N on 7CAwo tine PavementPavementAfAWPOI d Pointed N N T10400 y f4ec"Af E+IstU.p Travel way PaveAWnl. Interior Lanes White Fw Right Edge Line. d, two L E+yl. Edge Lift ( 2•LoneSI Whiff to Right Edpe Line #Ad Lane Lines 0 or Uwe lanes. t- Way ) Yellow fan Left Epps Lint IOnly / Ser 'LANE WIDTHS' 1 Lane Line. J Or Uwe Lona ) yenow for Left Edge Line ODIY ' I Snerf S RfAovr of ONllerote Eabflnp Lane AIdFO• Edge Cines _ — - ar wear m M w ar white r Rightward Pwewenl Yw17 r Wnfle fan R'" Edge Lone s IVwiar - - som > � aa asAlear � � s � afta � � � vft ft � ftswe �fta ' oiav � w = = ` � �ReAwv! dOaltltroft Lare Lint ' �—_ — A Yellow fan Lfff Edpt Line 2'•6• MIA. ) AfworaWe Rrlletlwiltd Porrwent Uwlingr - - - �j White fan Rigel Edge Line `-_Hy-. 8 r B 8 ��+•• �~ — T RtAorf d Del71frN0 LmI tine Collor /w LAI fdpe LIM 8 ���•' TrAwwory Conaen Ewrier wen ERIC , Lane Line � b 8 � type I w Type II Bfrricmea or Verlla/ Parelt w dv+W Ir � 1 Lies rTo GUI. Edge Sb7pfon it AREA Li C�. - Of CfraA MMan _J•( Ytn. l 1 m Stripes te toomewavabl210 Selld Dlopwo/ —� _ -F— fan Ryan EdlO Wr1lnp! 1 sAy10fI Line slow ran Loft 1000 Ywa1N1 TWO OR MORE LANES ONE ' WAY J GOAD DLa)aR t"R LANE DROP AND LANE SHIFTS - PLAN SHOWN FOR RIGHT LANE MERGE LEFT - INVERTED PLAN FOR LEFT LANE MERGE RIGHT fiAIE Of FLORIDAarf �VIAM I YAW D111" SES RiA I V, TRANSITION NOTES GENERAL INFORMATION FOR { 1. 6wrter well velthI the transition wrof atoll Awt fsflMNe Aiarsfrl Aanled on the TRAFFIC CONTROL THROUGH WORK ES treael aide of the WON. 6• below Ibe top DAR an 'reenter"' 2. Arrows dead# Oil lion of freffk only ard on nal refled porreent ~Mops. ! 1, For syhtnp NrwAdlon see the Plum. SpeaJfiaofionf. WICO and other 7C7 $IvoWdt r Aoo• sole• Apo• •0 by or sook a# 06000 TRANSITIONS FOR TEMPORARY CONCRETE BARRIER WALL ON FREEWAY FACILITIES M 9 soo 0 © A44� A ,., In[• atruaD � wl ix ;iR a1cNT 0 STOP ui1 , src[D Not Lvr ® XX AN[ao PR$$ CARE [A.c R4 7AL R4 TAR END DETWR DETOUR Dc ' " R4 I F4 2 R4 5 a� Ram err err R2 / " R2 SA R4 7 FR0478R ,o © OM JR Rl l R12 e/r yr am am , .•.• . M4 8A M4 9L MI 9R A1�10L M��R yf rrR M/R 0/►G20 2A GA 4 M4 B Aro Am eroeraeN Ora M1RR0• l i `' � O I) 5. . �� ® TIELD O BRIOGCt � < ,MEADAAHEAD� � !� w4 / w4 2 w5 t w5 2 w5 2A w5 J wJ IA wJ 2 wJ 2A WJ J am era ero amOOOWI 6 WI y WI 8 WJ f Reraantrol_ S 1 WI IR WI 2R WI JR WI4R Rll2 yaRSI � yD yr arow'N N ,g PIDII ... ,.. Y Y L[rr •a�u ¢Ru N ROAD LOr LMf ilos L[IT RICNt TRUE[ LOOSE SMaAOCA son A RosslNc cRlvu • ,;:'x. • "�"r"" WIO I W/2 I O NOULDCP O • GROOYE <� O O W8 9 W8 ff w am am W9 IR W9 9ro2L we9iD� en erg V W8 5 w8 6 w8 7 WeOe era ASn �. Ra rJ13 •Sn Aw. Na r)sJ HI I ws 2 w6 J A r we 2 U&V WAm era ero e'° •J„ Ar.. NR IT 355 ero era ero °'° eo .I-r auw� fV�CC[•a . ROAD ROW DETOUR DE70W D[lOUR DLTOUR OEIOUR ttOSCO ` \ / POlO POlO [ rM[ !MLAO S00 fT 1000 fi 1500 fi Iru v [ IOpp(T Iso�o fTic I NIL[ Ax[!D O O W20 5C W20 7 6 soon O O O W20 3 W20 4 W20 SL WBA ` ero era 12 XX O E W20 2C W20 2D W20 2E sA O O W 2A W20 28 ero era O Wzo IE W20 IF 20 ero 18 W20 IC W20 ID Am e o e D W12 2 W13 I W20 /A WA e o da ero ya ery Oro OA O aNn.a TURN Oi { END r•u DAT ZON IO0 i0"A SxR SCBE I II.M I RADIO IONE NOler W20 7A RORRCRS O O yD The sign shields. symbols and messages Conlalned in this shell ore Q W22 2 W22 3 provided Lor ready reference to those signs used !n the development W21 I W21 IA W21 4 W215 WYla6 •W2 1 ero ero of the 600 series Roadway and Traffic Design Slondards and ore WZO 7X dD e a e D commonly used %n the development Of traflle control plans, ev for odditlono/ sTpns and slpn detail information refer to the STANDARD UTCDa COLOR CODES HIGHWAY SIGNS MANUAL as specified in the Sloe T�o/ITS Plonshs for S= Legend and/or Sy"Dol / �gr� Engineer*control pions w111 be as approved by s1aDl5 Eng%neer. sTAT LITn[ a0S[I aOSI[ rtasnlAt 0-Ororpe fRe(lector%redJ R•Rel [ R( Refl ctortze The sign codes shown on this shell are for the purpose of Identifying IN YWn rI11a[U nowo CNO rtilal{ulTa tN{IAT D •Block ( Non • Relleclortred ) Y -Yel10w ( Re/leclorlred,) cell no , loured In the Traffic Control Coll LiWory ( TCZ.CeII. A O O[A[ AKNI W • WATIe ( Refleclw!ledl G -Green fRelleclorhedl The STANDARD HIGHWAY SIGNS MANUAL should be referenced for the s, 1 { I o f ictadexal g codes d f r Use T signdetails, o/ Ira/Ile control pions. MOT 4 MOT 5R MOT 5L MOT 6R MOT 6L S �( MOT I MOT 2 MOT J aro an yr y► err /w ero T STATE OF FLORIDA DEP aTME Of TRANSPORTATION W SPEEDING RINE$ 1XVIC O)rIRa[ TF00.4H vow AN[$ m"1 Slain{ {ID00 SIAI[ ni:+, �,~ DOUBLED is i.K GENERAL INFORMATION FOR a[st o[ "ISO Eft w MNEN VCRRERS [IOR{T aasnlr ao sla{II[ Ia'am .a..l a PRESENT TRAFFIC CONTROL THROUGH WORK ZONES paAult DOSS as aSit N.... r,,.. Arr•• •� •r MOT -13 MOT H b 15 MOT •16 lA7T 8 MOT 9 MOT 10 MOT It MOST 12 yr e v ...y..f .T . • • ' MOT T N yD ero ..a err arr 11, [w,,,, ,, ,,. ro IO oI n 600 COMMONLY USED WARNING AND REGULATORY SIGNS IN WORK ZON11111 ES 0 RPM CLASS APPLICATION 5, upq•pAECT sa sa a0,(�a sa, av aa vs a v a saq ep a s e a a v a o e as ' Can Be Used in Work Ione a o e e e s a a s a a JOA Permanent Appikatkns In none Traffic Areas Or Applications For Traffic And NM • Traffic Areas* 2 �= — , 1 eaaavvO Or Can Be Used In Sol Permanent Application In Traffic And Non , Traffic Areas ORAL ag - Troflle Areas. COLORLESS ♦ Work Zone Applications For Traffic And man a v a a a a v o a a ° a e a e e a e a a a a o a a a a e a e a rbw•aAEerowuLANE UNE D Work Zone Apolrcattan Only, For Traffic And Non - Traffic Areas. AMBER ONE WAY OR MULTIsLANE DMIDE0 E Temporary Work Zone Application Only Not Exceeding Five ( 5I Continuous Days• For Traffic And Mona Traffic Areas. 5' yodo-oRECTIONAL ea aoral 0 0 as apace 0 spa sa saso spa saeaoa peva asp sox oaa a ov a spa sa COLORLESS ro. JO' 2' .6• NOTES 5' r r 1 i— ar•aneer aVu �.y vaveo supplement to of/ Ione lines and the edge lines of sl•dpECldAt _..a a a a i i e s s a s s a a a a a a a s a a a a a e a v a • 1. RPM$ shall be installed as a Supe of pore areas during constructions Placement of, RPMs should be os slaws in Index AaKA aaaosaao a a a e o a oa a eaa aaasssa saaaaevaaeesa seao aaesasoeae 5, AMBER n)� with the exception Ifaf ClossO markers be placed of ° m°Aimvm spacing of ' 51eenfer to center. Moda.&RECrIONAs aea 2• In work Sones. CLASS A, B. oo y c used tfnlane er' a o a a a e a a e s ! lines and IempOfOry gae areas* u P or point; howevfop0 COIanLI55 P UNE , 2 WAY or po1n1 must be used in all ffonSIIIOA areas In addition 10 R • s . lo( !es CLASS E yFPLIs rpe vse0 fosforml lone or edgesed for l�llnes5i Goys TYPICAL PLACEMENT OF REFLECTIVE PAVEMENT MARKERS J. Bask co or rule, colloment Ysoreflectors supplement white lines and amber IN LIEU OF TEMPORARY TAPE OR PAINT IN WORK ZONES refleI. To provide contrast on concrete pavement, or light asphalt, the five f 51 Colorless RPMs shall be followed by five block RPMs. The spacing between RPMs shall be 2' •60. Bieck RPMs will not be required for contrast with amber RPMs. Transition Iwo 5• If shall be the contractors respa+sibtli y to replace damaged or. missing RPMs. Transition Tangent !d for as Reflective Povemenl C/oss A. 8. 0, or E RPMs Approach 6. RPMs used fo supDlemenl lone lints ore to be paid AppraaCn while Refleefortyed �O' f T D ) TNougA Tangent Marker ( Tempororyl. EA. RPM's used m lieu rk ng L.Fory Pope or point Y ( See Note 21 ore to be paid for as Removable Pavement Morkfig L.f. Pavement Markings. ( Point or Tape )- 5' I Typ1 TWell Transition L Approach I Work Arco m X Double Yellow Reffeelahed STATE Of FLOR1OA OE►AaTYEMT Of TIIANEIOFTATIow 03 RoAa OE31ON Pavement Morkings USE OF RPMS TO SUPPLEMENT PAINT OR TAPE T m IOl ( point or Tope / GENERAL INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES + a•.•• bN• Aea •d 07 REFLECTIVE PAVEMENT MARKERS a,,,,,,, of .. .. .. at .••• c...... s Be B o1 11 0 1 CASE IT CASE J Tylf I ObJfd Yalttre She" MM(JI of MIA* Tell" Red Reflectors TO Center YoliR4R fer/ars e' CrTo Center YJlrhru• /ell"faa ~led on • Tell" reflective WCtVOUnd Or cars, of a refleClive Some of the Jane alae With CASE J Type 17-A, M-8 a $•C yellow seelrn0. Yell" RefledOfs 6 ie CASE IF fed of Road Yale" !roll oonaist of nine red • • • wl'6 •;;• r.} /rfi"WS ~led on o red reflKfhf tcUaOUM a � 0 eoMiJ/ Of 0 /ffIKIiTI palf/ 0I IM !aro lite with Type N-A, M-8 aDJ•C red sherling. CASE J W11 •I e Yell" ReI1KlaJ I i DEAD NOTES1 so END CASE IT 1. TAIJ indsl glpirCOblt 10 "Jldenliol ono meowstreetsCASE J �- � wp., Red ReIIKtaJ only. Major sfrettJ 10 be frOA.O1ed on 0 CME DY OCsf Yellow Reflefaa Dosis DEAD Y, 5 Towe vpgo ol.liThe need d sh adore one reflectors a re ENo we opliorol. The nCed lnaulo x gated an a levier •� of tdeh boo/lOn. • v e•Y• wl-s J. fa oddWoMl demons On ONmrdamr ramd post, heel I I '%z% ' w and Owners SEE notost. Sign e Nor =let 060 CARO ows. e. Coit J Wbllollon - The Or/" pontis o d object ,g., •� Supplemental algn with malr/J JMII oI tom/ed WpoosImafely 20'. 0 dISIOACY Perot- 10 M terf rot it" ther Ir from IM "Ve Of IM '� wed as needed Nati bed. 5. Deed Ord sign JMII be posted a eufft lent OAGA :e �E Ab permit the vehble Operofa to sold IM 6110ce Y thod end q tum/ng off. if pojjiblt& of the Maesl Nl •—� '1 (ntersedrng street. G for pavement Welnp jet Index M, 17346 r`1 41 Nl 1. No qwd orf IS feWlred unites 1ped0l field CaWillone require Its use. CASE J .DBD' ANmllnaw 1 (,� I CASE J • Sign Pont/ C. I Pell J�1lfflul"fermtD Ilnvr A le see Yell" RefleCtaJ •��_•e YNbr Rrflatfo" Y � R6.1 116 .1 _. -- SOpporb sMIt M driven J' Info the OrOwd. Y 0 J is AIan7Mm AOund Post o/ 2.5 0/ft' yg.p Sleet flaged Ghomfl Pott. AIRY Yedian LraJ Tern JD'' A npv$tl AhmolneeW Wien Heed Roll medlar Greater Than JO . Nud one Lck"lhtf a 0 - 0 StainlJJf Sle<I file Need R6 -I CEO Doll with flat WOJhcr under Need OM LKIrOYef ceder Nut. ® � [/wain /gJb Rraldr Ml On Ind l In ' $186& cr With IM �./ � � 'Sign AffoGmenf 0e10110 on JMem No. IIB65. ONE WAY atone ( R6./ ) ave Mt ";Wlly STATE Oe feO71O07;EI`� Of ]IONf TRANSPORTATION X LW memos STOP Rl'1 ith aneeon eths Of It"dY 'honW.RS •1 M sand M Installed MIT If AP"Iftoolly TRAFFIC CONTROLS FOR 03 I palled /a In fro pion+• orvWoods ioeo ,� ., �a.�aSTREET TERMINATIONRs-b 1p R6 b memos Raise AOI. •Y HIGHWAY STOP as$ 11 101,110 sao UN RI.1 �•-•es " {A y n..uaa me.el . ••• I u n W of I f I r ee.oae •r I j 0 r"h 44 CASE l TYPE x STEEL NOTES ¢ OF ROADWAY TYPE OF APPROACH LANE �� POST (TYP.1 CENTER OF OPPOSITE LANE 1 SEE DETAIL WI-6L OPTIONAL WARNING ARROWS GUARDRAIL AND SIGN PANELS SHALL BE INSTALLED IN FOR MOUNTING O I USE AS APPROPRIATE ACCORDANCE WITH DESIGN STANDARDS AND SPECIFICATIONS EDGE OF OPPOSITE LANE OM4-J OM4-J 1 48' X 24' I 4-J OF THE STATE IN WHICH THEY ARE TO BE INSTALLED, X 18' l8' 18' X re' l8' X /8 ' w!-6L ADVANCE WARNING SIGNSr TURN PROHIBITION SIGNSt OR ANY OTHER NECESSARY TRAFFIC CONTROL DEVICE THAT IS MINI OTME�ATED ON CSX PROPERTY SHALL BE INSTALLED BY 2 TOP OF RAIL 5' MIN, WI 4 ' MIN. 2 MIN• CSX ITEM INVENTORY DESCRIPTION UNIT CLASS ITEM SIGN, OM4-3 18' X 188 EACH 0/4 8=400 l -9SIGN POST, METAL TYPE X EACH 014 8004600 POST MOUNTS AND SPACING VAR/ EDGE OF PAVEMENT FLARED END TREATMENT REFER TO STATE STANDARDS STD. W-BEAM GUARDRAIL !LENGTH VARIES) REFER TO STATE DESIGN STANDARDS MOUNTING DETAIL REFER TO STATE DESIGN STANDARDS EDGE OF APPROACH LANE CASE 11 J , I ¢ OF REMOVED ROADWAY RN_2 ROAD TYPE X STEEL POST (TYP.1 SEE DETAIL FOR MOUNTING ROAD +e' x Jo' ENDS M4-J CLOSED. 18Mx 18' I8MX IB' HIS VERSION F THE ME STATES MAY REQUIRE TYPE X STEEL POST -2 le ' x re' EDGE OF OPPOSITE LANE -� v 6'-6' V� EDGE OF APPROACH LANE TOP OF RAIL I P MIN. 4 ' MIN. 8' MAX, 2 ' MIN. I 4 ' MIN. _ _ T1 SIGN PANEL I %, ' X 21i ' RUST-PROOF HEX, BOLT W/ 2 WASHERS AND I LOCK WASHER NEWSi POST MOUNTS AND SPACING VARY EDGE OF PAVEMENT FLARED END TREATMENT REFER TO STATE STANDARDS STD. up-REAM GUARDRAIL (LENGTH VARIES) REFER TO STATE DESIGN STANDARDS REFER TO STATE DESIGN STANDARDS Wil-2 OM4-3 46' X JO' OM4-3 OM4-J IB ' X l8' ❑ 18' X /8 ' ' Wl-6L 18' X !8' ❑ uj 48' X 24' I I SIGNS SHALL BE PLACED 4' BEHIND GUARDRAIL SO LONGTHEY ARE NO I I CLOSER THAN 12' TOW NEAREST TRACK ., ' i , I I CASE I CASE it • ` PLACE GUARDRAIL AS CLOSE i TO CSX R/W AS POSSIBLE EXTEND GUARDRAIL BEYOND FLARED END (TYP.) ROADWAY AT LEAST 2' (TYP.) _ � I Bodda ,fast Coast RAI L WAY , L . L . C . January 21 , 2005 File : 223 /39/4730 L1 _ s : GIFFORD : GRADE CROSSING MATTERS PROPOSED CROSSING, 53RD STREET - MP 223+4973 ' N Mr. James W . Davis yl k+ 4 Public Works Director ! Indian River County 1840 25 �" Street Vero Beach, Florida 32960-3365 Dear Mr. Davis : This is in response to your letter dated May 21 , 2004, to Mr. Charles Stone regarding the opening of a new at- grade crossing at 53r6 Street in Gifford, Florida. While reviewing our files and trying to find a way to resolve this matter, we found that Indian River County has nine crossings with outdated License Agreements that range from 1958 to 1978 . The language in the agreements does not properly address the current type of construction, insurance requirements , maintenance fees , etc . The Railway recognizes Indian River County' s past cooperation concerning crossing matters and will approve the 53rd Street grade crossing if the following stipulations are agreed upon and progressed in the following order. 1 . ) The County enters into new License Agreements for W. Wabasso Road, 697�' Street (N. Winter Beach) , and South Winter Beach Road. Under the terms of the new agreements the County will be responsible for 100 % of the signal maintenance. The County is currently responsible for 100% of the signal maintenance at W . Wabasso Road and splits this - cost 50/50 with the Railway at the other two locations . This additional cost will equate to $2 , 820 . 00 annually. The new agreements will also have a license fee that is calculated by the number of square feet of right-of-way used for the crossing, times the current market value of the property. This is an annual fee and will be approximately $ 3 , 500 . 00 per crossing. This fee is in all new Railway grade crossing License Agreements that require crossing upgrades to accommodate roadway improvements , or when a new crossing is constructed. The license fee is to cover hidden cost associated with the existence of the crossing such as crossing inspections , gate replacement, train delays , storm damage , liability, etc . I have enclosed an agreement for W. Wabasso Road for your review . I will forward the other two agreements should the County decide to move forward with this project. One Malaga Street • P. O. Box 1048 • St. Augustine, FL a 320854048 Page 2 . Mr . James W. Davis 2 . ) The County completes the new parallel roadway connecting the existing 71St Street (Cemetery:Road) ;;to .the existing 69. 1 Street-(North Winter Beaeh Rflad) and the '7151 Street (Cr . emetery Road) crossing is removed. 3 . ) The new 53r6 Street grade crossing is installed in conjunction with the 53rd Street roadway construction. As information, this crossing is in close proximity to our Gifford Control Point therefore there will be an additional cost for replacing the old antiquated equipment that will not facilitate the signal equipment and electronics associated with the new crossing . I estimate this cost to be somewhere between $ 100 , 000 . 00 to $ 150 , 000 . 00 . Should you have any questions or comments concerning this matter, I can be reached at ( 904) 826 -2383 . Sincerely, B y9 . Joseph L . Schonder Manager-Engineering Services cc : Mr. Charles Stone Mr. Andy Fowler Mr . Ron Crawford Ms . Janice Bordelon, FDOT