Loading...
HomeMy WebLinkAboutR-1997-094 RESOLUTION NO. 94-97 A RESOLUTION OF THE CITY OF DANIA, FLORIDA, APPROVING AGREEMENT BY AND BETWEEN THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, CSX TRANSPORTATION, INC., AND THE CITY OF DANIA COVERING RAILROAD REIMBURSEMENT AGREEMENT FOR THE INSTALLATION OF GRADE CROSSING AND TRAFFIC CONTROL DEVICES AT CITY EXPENSE; SUBJECT TO APPROVAL BY BROWARD COUNTY OF THE TRI-PARTY AGREEMENT, BETWEEN BROWARD COUNTY, SPORTSMAN PARK DEVELOPMENT COMPANY AND THE CITY OF DANIA, RELATING TO THE USE OF BROWARD COUNTY ROADWAY IMPACT FEES FOR ROAD IMPROVEMENTS AND GRANT OF DRAINAGE EASEMENT; AND PROVIDING FOR AN EFFECTIVE DATE. BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA, FLORIDA; Section 1. That the certain agreement by and between the State of Florida Department of Transportation, CSX Transportation, Inc. and the City of Dania, subject to approval by Broward County of the Tri-Party Agreement, between Broward County, Sportsman Park Development Company and the City of Dania, relating to the use of Broward County Roadway Impact fees for road improvements and grant of drainage easement; a copy of which is attached hereto and made a part hereof as Exhibit "A", be and the same is hereby approved and the appropriate city officials are directed to execute same. Section 2: That this resolution shall be in force and take effect immediately upon its passage and adoption. 1 PASSED AND ADOPTED on the 8 day of July 9997. A�OR MfVIISSiONER ITY CLERK -AUDITOR APPROVED AS TO FORM AND CORRECTNESS: C CITY ATTORNEY i I 2 RESOLUTION NO. 94-97 tow Page i or S STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION OFFICE OF PUBLIC TRANSPORTATION RAILROAD REIMBURSEMENT AGREEMENT GRADE CROSSING AND TRAFFIC CONTROL DEVICES AT CITY EXPENSE SOUTHEAST CORRIDOR ONLY COUNTY SECTION 10B ROAD NAME COUNTY PARCEL&R/W NUMBER NUMBER OR NUMBER NAME 867 070 S.R. 818 fronts a road Broward=0 86070-2403 THIS AGREEMENT, made and entered into this_day of 19_,by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION,hereinafter called the DEPARTMENT, and CSX TRANSPORTATION INC., a corporation of Virginia, with its place of business in the City of Jacksonville County of Duval , State of Florida , and authorized to do business in the State of Florida, hereinafter called CSXT and the CITY of Dania a political subdivision of the State of Florida, hereinafter called the CITY. WITNESSETH: WHEREAS, the CITY is constructing, reconstructing, or otherwise changing a portion of the Public Road System, designated as Job No. 86070 , on S.R. 818 (frontage road) , which crosses at grade the South Florida Rail Corridor and CSXT easement at Railroad MP: 1016.23 FDOT/AAR Crossing Number 628272-B . at or near Ft. Lauderdale , as shown on CITY's Plan Sheet No._, attached hereto as a part hereof, and WHEREAS, the DEPARTMENT and CSXT entered into a Purchase and Sale Agreement for the Rail Corridor described herein on May 11, 1988, at which time the DEPARTMENT became the owner of said property, and CSXT retained an easement for Rail Freight Operations within the Rail Corridor, and under which CSXT manages and maintains the property on behalf of the DEPARTMENT pursuant to the Phase A Operating and Management Agreement entered into on May 11, 1988, by CSXT and the DEPARTMENT(hereinafter " the Phase A Agreement"), and made a part of this Agreement by reference thereto; NOW, THEREFORE, in consideration of the mutual undertaking as herein set forth, the parties hereto agree as follows: 1. The CITY intends to construct and maintain an extension of the existing at-grade crossing to be designed as a frontage road, and necessary approaches thereto, across DEPARTMENT's right of way, over the tracks and through the easements retained by CSXT at the hereinabove location. 2. CSXT will provide, furnish or have furnished, all necessary materials required for, and will construct at ­)CITY's expense a Standard Railroad Crossing Type"R" Full Depth in accordance with the DEPARTMENT's Standard Index No. 560 by reference made a part hereof as well as automatic railroad grade crossing traffic EXHIBIT "A" Page 2 of 5 control devices at said location in accordance with (1) the attached detailed statement of the work, plans and specifications; (2) the CITY's plans and the DEPARTMENT's Standard Index Number 17882; (3) DEPARTMENT's Procedure No. 725-080-225 "Reimbursement", dated November 8, 1989, and Rule 014.46002 "Responsiblity for the Cost of Railroad/Highway Crossings", Florida Administrative Code, dated July 22, 1982, as amended and any supplements thereto or revisions thereof, which, by reference hereto, are made part hereof. Upon completion of the crossing, CSXT shall be responsible for the maintenance of said crossing in accordance with the Phase A Agreement. The initial construction cost shall be paid by the CITY, and shall not be paid from the Maintenance Account established in the Phase A Agreement. After the construction of the crossing is complete, the CITY shall be responsible for the maintenance cost of the highway roadbed outside of the railway ties. However, it is expressly understood and agreed that the CSXT and/or the DEPARTMENT may, at their option and upon notification to the CITY, perform such periodic maintenance work and bill the CITY directly for costs thus incurred that are the responsibility of the CITY. 3. The DEPARTMENT, in its discretion, may arrange for the synchronization of the railroad crossing devices with existing or proposed highway traffic control devices at Anders Ave and Frontage Road , and attendant installation of TYPE III CLASS IV . None of the parties shall disconnect the interconnection circuit or change or cause to be changed the signal sequence without prior notice to the other. Each party shall maintain its respective devices, from the point of the junction box as provided for the interconnect cable. 4. Work contemplated hereunder shall at all times be subject to the approvals and notice provisions of the Phase A Agreement. 5. The CITY will reimburse CSXT for the cost of watchman or flagging service when the CITY's contractor is performing work in the South Florida Rail Corridor or in CSXT easement. Such costs shall be accrued and billed directly to the CITY. i 6.(a)The contractor performing the construction for the CITY shall be required to furnish Railroad Protective Liability Insurance naming CSXT and the DEPARTMENT as Named Insured, in a combined amount i of at least Two Million Dollars ($ 2,000,000.00) per occurrence, for all personal injuries, death, or property damage, subject to an aggregate limit of Six Million Dollars($6,000,000.00) per annual policy period. Said policy shall be written on the ISO/RIMA Form(ISO Form CG-00-35, or current form, with Pollution Exclusion j Ammendment Endorsement ISO No. CG-28-31. CITY or contractor shall submit the original policy to CSXT and shall obtain CSXT's approval prior to commencing operations. (b)The contractor shall furnish a Certificate of Insurance to the DEPARTMENT showing that the contractor carries Contractors Public Liability and Property Damage Insurance(applicable to the job is question) in the amount of Two Million Dollars($2,000,000.00) at a minimum, for all personal injuries, death, or property damage, per occurrence arising during the policy period. Such insurance is to conform with the requirements of the U.S. Department Of Transportation, Federal Highway Administration, Federal-Aid Highway Policy Guide, Subchapter G, Part 646, Subpart A, Transmittal I Dated December 9, 1991, and any supplements thereof or revisions thereof. 7. The CITY shall bear the costs of relocation of any utility (wire or pipe line) or communication line relocated as a result of the construction contemplated herein, unless the original agreement creating the J occupation of such utility or communication line company to relocate said line. CSXT agrees hereby to assist the CITY in the enforcement of such original agreement, if so requested. 4 I i Page 3 or S 8. CSXT hereby agrees to install andlor adjust any necessary parts of the CITY's portion of the facility "end/or the DEPARTMENT's portion of the facility or equipment along said road in accordance with the e provisions set forth in the DEPARTMENT `s Procedure 725-080-225 "Reimbursement", dated November 8, 1989, and Rule 014.46002 "Responsiblity for the Cost of Railroad/Highway Crossings", Florida Administrative Code, dated July 22, 1982, as amended and any supplements thereto or revisions thereof, which, by reference hereto, are made a part hereof. CSXT further agrees to do all of such work with its own forces or by a contractor paid under the supervision and approval of the DEPARTMENT and the CITY. 9. Attached hereto, and by reference made a part hereof, are plans and specifications of the work to be performed by CSXT pursuant to the terms hereof, and an estimate of the cost thereof in the amount of S 17�, s,nn0_. All work performed by CSXT pursuant hereto, shall be performed according to these plans and specifications as approved by the DEPARTMENT and the CITY, and all subsequent plan changes shall likewise be approved by the DEPARTMENT and the CITY. 10. All labor, services, material and equipment furnished by CSXT in carrying out the work to be performed hereunder shall be billed by CSXT directly to the CITY. Separate records as to costs of contract bid items and force account items performed for CSXT shall also be furnished by CSXT to the CITY. 11. The parties agree that fifty percent (50%) of the cost for the operation and maintenance of the grade crossing traffic control devices by CSXT shall be borne by the CITY and fifty percent (50%) shall be paid pursuant to the Phase A Agreement, all in accordance with the attached Schedule of Actual Cost of Automatic Highway Grade Crossing Devices, said schedule being subject to future revision by the DEPARTMENT. 12. Unless otherwise agreed upon herein, the CITY agrees to insure that, at the crossing, the advance warning signs and railroad crossing pavement markings will conform to the Manual for Uniform Traffic Control Devices (MUTCD) within thirty (30) days of notification that the railroad signal improvements have been kings will be continually maintained at an acceptable level as completed and that such signs and pavement mar determined by the DEPARTMENT. I, 13. CSXT has determined that the method to be used in developing the relocation or installation cost shall be actual and related indirect costs accumulated in accordance with an established accounting procedure developed by CSXT and approved by the CITY. 14. If the DEPARTMENT and CSXT concur that an upgrading and/or betterment of the crossing beyond that contemplated in this agreement is desirable, then any cost associated with such upgrading or betterment shall be paid from the maintenance account provided for in the Phase A Agreement. If the CITY j wishes to upgrade and/or better the crossing, such upgrade or betterment shall be paid for by the CITY. 15. All salvage value of materials resulting from the work contemplated herein shall be subject to the salvage provisions of the Phase A Agreement. l furnish the CITY 16. Within one hundred eighty (180) days after completion of the work, CSXT shal with two (2) copies of its final and complete billing of all costs incurred in connection with the work performed hereunder, such statement to follow as closely as possible the order of the items contained in the estimate Page 4 of attached hereto. The totals for labor, overhead, travel expense, transportation, equipment, material, and 1 supplies, handling costs and other services shall be shown in such a manner as will permit ready comparison with the approved plans and estimates. Materials shall be itemized where they represent major components of cost in the relocation following the pattern set out in the approved estimate as closely as possible. I 17. Should said crossing be abandoned, the DEPARTMENT may, at its sole discretion, remove said crossing or otherwise control or use said crossing as the DEPARTMENT desires. 18. The CITY covenants and agrees that it will indemnify and hold harmless CSXT and all of it's officers, agents and employees, and the DEPARTMENT and all of the DEPARTMENT's officers, agents, and employees from any claim, loss, damage, cost charge or expense arising out of any act, action, neglect,omission or delay by the CITY during the performance of the agreement, whether direct or indirect, and whether to any person or property to which the DEPARTMENT or said parties may be subject, except that the CITY, nor any of it's subcontractors will be liable under this section for damages arising out of injury or damage to persons or property directly caused or resulting from the sole negligence of the DEPARTMENT or any of its officers, agents or employees. i I i . I �J Page 3 Of 3 IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed by their duly 1 authorized officers, and their official seals hereto affixed, the day and year first above written. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION BY: *SEAL* ATTEST: Secretary CSX TRANSPORTATION,INC. /J `E K.G -DESIGN CHIEF ENGINEER ENGR•DESIGN&CONSTRUCTION BY: ATTEST: *SEAL* Get/zc� VICE P,u:SIB..trl On �at.ARY TITLE: CITY Of DANIA ,FLORIDA i BY: *SEAL* ATTEST: Clerk I Approved as to Form, Legality and Execution By. i v i Attorney, FDOT aaragrem1.wpd(efr) i STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES FORM f= " RAIL. OOC COUNTY SECTION 1011111119111 ROAD NAVE OR NUMBER I COUNTY NAME I PARCEL.&Row NUMBER FAP Nf,NtBER �86 070 SR 818 (FkS'tag 8roward 40(86070-2403) NA COMPANY NAME: CSX Transportation Inc. A. JOB DESCRIPTION & LOCATION: East/West frontage Road for SR 818 (Griffin Road) B. TYPE OF ROADWAY FACILITY: 2 lane divided (2 direction) frontage road with sidewalk, curb and gutter. C. FL OT/AAR XING NO.: 628272-B PR MILE POST TIF:SR1016.23 _ D. TN:'PL• SIGNALS PROPOSED III _ _ CLASS I V DOT INDEX: 17882 SCHEDULE OF ANNUAL COST OF AUTOMATIC HIGHWA'i GRADE CROSSING TRAFFIC CONTROL DEVICES iAnnual Maintenance Cost Exclusive of Ls;aiii:ion CLASS DESCRIPTION COST" I I Flashing Signals - One Track S1,637.00 2 Flashing Signals - Multiple Tracks V-,166.00 IIl Flashing Signals and Gates - One Track $2,468.00 IV Flashing Signals and Gates - Multiple Tracks $3,098.00 I AUTHORITY: FLORIDA ADMINISTRATIVE RULE 14-46.002 Responsibility for the Cost of Automatic Highway Grade Crossing Traffic Control Devices EFFECTIVE DATE: July 22, 1982 GENERAL AUTHORITY: 334.044, F.S. SPECIFIC LAW IMPLEMENTED: 335.141, F.S. i i i *This schedule will become effective July 1. 1996 and will be reviewed every 5 years and revised as appropriate ,,lased on the Consumer Price Index for all Urban Consumers published by the U.S. Department of Labor. RECYCLED PAPER STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PUBLIC TRANSPORTATION OFFICE RAILROAD COORDINATOR'S OFFICE PROJECT SCOPE AND GENERIC ESTIMATE PROJECT LOCATION: Section No. 86070 Location: SR 818 (Griffin Road) Frontage Road County: Broward R.R. MP: 1016.23 Crossing No.: 628272-B Company: South Florida Rail Corridor This project scope and generic estimate was prepared by Edwin F. Radson, District 4 Railroad Coordinator for the purposes of preliminary budgeting, scheduling and Railroad Reimbursement Agreement executing. By execution of the attached Agreement, City of Dania accepts all responsibility for the costs associated with the frontage road construction project as stated in the attached agreement. PROJECT SCOPE Construct 2 lane divided (2 direction) frontage road with sidewalk, curb and gutter. PROJECT GENERIC ESTIMATE 2 Gates w/flashing lights (1 @ 21' & 1 @ 25') $ 60,000 1 Pedestrian Gate w/flashing lights (8') $ 25,000 New Controller House $125,000 126' (Type "R") Full Depth Virgin Rubber Crossing Surface $150,000 I 60 Days Flagging @ $300 per day $ 18,000 Generic Estimate Total $378,000 t A EXISTING RAILROAD SIGNAL EXI-'T" cc CSX ;q BRN�E (TO REMAIN) CONTROl1ER DEVICE (TO REMAIN) r it dv 5675' I.�!I I I!til I 2475' I' EXIST GRIFFIN RD 1575' 5' 15' 4 15' 8 EXIST CONTROL BOX (TO BE REMOVED) 112 ' PGP U) (RTJ r ° NEW CONTROL BOX ' I I I OD2 ft/ft — EXISTING 55' ED ED �0 REMAIN)NC SIDEWALK4,TRAFFIC OD2 tt/ft 6'OPOSSIDEWALK SEPARATOR EXPANSION OF EXISTING GRIFFIN ROAD CROSSING DES/GA/ SPEED STA 112+52.49 TO STA 114+42.34 25 MPH _J 1 � uN.f a J1wN.•rw.,..r & & a F a a •� Ia:YUN G1r #i x t . IYr d SbMar M1rlYnl _.. r)YM. ):PYW GM {Oa `tl Y� (a 4� 4 ' y Sqw W Gl1 )O YN. \J [.S Yh MIYnI(a0. n- 1ITIWj1 w'• i / 10 Yk 'M1rYMlll leq '-- --•C--- I Lwraryl I % y (YNM AY'teY W.a 43 Yk ' SawW Grf 5 "� CN£ • WAY TWO WAY TWO WAY iwa. _ TRACK CLEARANCE FOR ACUTE OR RIGHT ANGLE CROSSINGSun. — — — —--- —•—y ar..�, 4*400,.rwr /. /. +t' MA,w GI. a ,S. pe f4rW Gr. M.r Q4 } N+w.+glrl.rkpM r herl/M M WbIM 5 y Y TRACK CLEARANCE.FqR ACUTE OR R,GNT ANGLE CRVSSJNCS FIGURE I r Mar. ell mlr 1M ra run.wa.r.arn r,a rr:n:ro r.m v/ Gate Le,pl/r ReipikeMnle TNIW IfMa+ebl Gb G1t a Is Y w..nbl.an•....:p yyr1.!I WMIYnj yplyyYl ♦S GW.Wp SIyW 11M G.YM TR4 Ib IN I6f111/4pYq.IN YOrWr vitro Nyr b yyrgN n . 0 r ssss; NliT e.T Iw Ga a See Note 6 Sheet! N NeW.Aql.. Nrlrwgflbab4. YNiar NW%IWI..GI.e Ian lrpl SIGNAL PLACEMENT AT RAILROAD CROSSING to I2 - LANE DESIGN! SIGNAL PLACEMENT AT RAILROAD CROSSING General Notes L4 - LANE DESIGN) `':N ,. we..a.rra YYYra/r,garraYww, vra� ..a. Y.a,wsYelsr Iwb r.J' Ora rw Goa IIp1 M Uk/fIN/r fYYa Joo, a Naaq r+p:ry e.n xk^M atukl e.11 a r [k� r. 11.11 fart.a b wu q Nr a /IYwIYI +IYiMLnI }L G,p tIN r.seI brat{ away Nose11. w+c,.Iv O O r.r uerlro xlYaMy Gevrp efe O O J. ra r IYYpa.Yrlb s ayw mw I, afr.l I fA r.M./WYN YMMar elNr. •N CrWLa ene-I.eR. er1•I.ep awkw d rr S,,,,r rb—� rs,sis,11 GYWr Un", ey•Is.IW Mlwdla WW/ne I. Iw NMf/k WNMIb r1ya.V 11+ YIiM NYYrIk Grit Nr UI 1 rie"I I$rr �Bas.'it,". [tbe d e6. IY•q L rp.fy et1-I/eL I l It6a4a Ia`Y11 rin 0.1f1.tr. w"tla tarn rmlr+aln arfrup ryw.m p. yY.wal x:p.+Y O nao r Anwslr O I side lksAil.qah NM mYlxm a W. efllsownsd eN qN I Y toica a ep a AN ran.SWIW. $. Caurl.rfk mrlrMkt. 6wq a •• a I a a - - e.n sits. '�, i i r -"AIM -� R raaM.k'rr Yre PtN ON hp MrPnr IJDY a0and I ri,N I/wrh0 N4ar1 .e Yln. Crtvn a MaM'% CTn d 8 raNLV.•}aY.N Vol aaaa I.p1 [N �IaL ITINy rOM. ITeaw N •J.O YIn I •:rYY TTs nJ.O Yk•J fAYw. •� II MN 1pMr1 'n• ~ � \ N Nbaw I 1 M1rq Shvrr. I[^ I�1 Mq)kvary $N/1..1,TN!SMII {MII I IIYIY lYYf1p1 I YwYYa.IY TYPE 7 TYPE H TYPE X TYPE S MYrle.ulb r RAILROAD GRADE CROSSING YT..eax.tlM°Y TRAFFIC CDNTRDL DEVICES teplr NY..dl..a - tar./IfM I., sets 0. W/Y llpblr.aM IY Okal1 ebtall trly rpr b Y OI.MI. ytl.l.q/YtlMe M I1y.Y r Ir>4 Ab i I SgrIAN as ,Mvm un d � 1 sq.r ro ua 9 Iv'+!1!91"3iifi!'".!!E'.!i!i!ii'.Elii! v:.Llm:ilLCi_IvLi::....:t.:..:.m::::x;; -m.: ,�,: :::av::c:niE!:, ai:r.:. na..'pis!cii!iEii�i!i!i sN..w � � -- sawaA 1 ti y1.0 _.......................... ._. .:....:::::;::::::::::::..:::::: - ...... ::: ::r GENEILII M77E5 u a n :E::!i l:::::::...h ..^.::::. . ........ .:.:.....:..........:....... ........... ..........�................................ .__:�tl.... .. 1 _..... ........�.............................._.............. ::::::::: .............! ...,.........:.:':':i: ... _ Po/Ypy G1 6 all./M gyV.41 try OMnOA sw 6l16 fyvr 4.p 4r1 Stay"Gr ANTE ANGLE I AND R,f ar ANGLE [g I rD;f A.M;[E �b b I{MMN/NrarM abW,/M�b+ wry,Ya,N{yR a JJ n SIGNAL PLACEMENT AT RAILROAD CROSSING SIGNAL PLACEMENT AT RAILROAD CROSSING J. aCYtP✓r✓Y Wlk.ftw .b abb IN Mbv INbW aNIM/y✓M{+Nlwrt. 12 LANES.CURB & GUT TER) T 2 LANES,CURB & GUTTER) 0.a u. •[mY.Ynb M)IN+u..rn aY,e. � Leal,rnk.aalP rav w .. sW,Mr a a PrPNwlr a.w.✓•PNn. wwv.rs.rrr.avid nu,Y t)w rrP ro )vYlrl a yr Pi+rN.a. N A YMr.u,.Gyir:m QN(klNr Ihll(YN IPI f1/9MiM{Inr1 IYYI IM M,War 11N/11 INrr 4r YYr M I Hk. IP 1Yva) r rMtHVwP ISYIL rlml G IIn j YtN tn C241p bn r,YM1.Ml GeuW aen �N p Mlrw r ~ rlYahut 119W., porn O O hrG kO tl,Mlwll O O °"r__•W eyrrey ww d .W ;,v rl Ia FIYN/WU {yrr•bd TIIM d IN W 11. bra, rYY'Yr W/M Gy• rrrr Em t Y M A.�Molk LaW 41 1 Ed,d M1YI �NY'MG YsrM Mhyw1 1.4 Wr. [p1 d YrMMrr b M NerY NYltip Y __ aC•rr6C YM. —r , Im Q lA 1.MnMIpI l.r Yv. i G Q YFaPIr U:m CIrm+._rNA_,d_q_A_anr N I saYrrM.w �� rmIN11 ' [m a lw r. lmYa q I aS.uYAl�l ln.e/. N —No oe•M aA Jw a.1.lIII m+YM _- 1 v M•TYPE Yl _____ _ _ SNr.aA I L I -. f11/{vI M0.1.~I _ L I fs1 I:y1 wa,sNlll TYPE I TYPE TT n.n s nmYw...rka r IA.errunw TYPE LT TYPE N IM rrP RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES r !d� I7BB2 � RAILROAD CROSSING AT RAILROAD CROSSING AT RELATIVE LOCATION OF CROSSING TRAFFIC � Two (2) LANE ROADWAY RUTI-LANE ROADWAY CONTROL DEVICES ryM1(�d I,N/VO,rN .NrR Y%W146/!Y9 1illZYN.Mn nr.w I [pe S S hr. Ym ev IrIM(.iNb U 4,e 6l1NIp ipN [pp. W lrwN.%b LI./rr e I Y'.prH i�ll.r4r1` 4 [[O.Nre__ M.YnI srW JD Y I r! N Rlcl ro aN.us F'•M. /.[ Y�e sN.IM.� Fli).[Yy Sberl/H IYNN S,pv, '\ ti /JO ly.nb,r Ib" rn wr vlrn rw.l � � a oM .,,wr..e.I.10 /R CMbr I:n.. ldliM L[ N„ NO TES: HA INII I. Y.1M pMrllp IAMVN YL%I.PPI„111 p N11KYI INM..If IHfA M.M. � L II.[rYN✓✓pr F9�1N.(.1kMriNr OYNeN✓H.M..Y..I M.NII b kVlb W./.HINI.mf.O Illpl i%b I4LM I inlM IUbt'. ✓P.Q.I/Y IN tivulp. .Mr.llrlll MIH,.✓Nr(YY✓YM./n M R R YnMN Yiapf/N IN 4s;4 Y 4•IIy.I.4•I(Ipr M .q/irRMlpv..pnl YNpf 1MItl H HH. . I I J. Rw.NNH Nplbr[a(14r![Y.Je.X40.Urbr a 9J.0J.Ntll M Oer.,Y a M H.si1 M mI o.ulp. ' I f. Y Wlbr✓IN(PrYnr aIiW-1Y NLtl H n(MI!pyNlm IM.9llip. XX .J i C J W.0.n.✓. S..M.OJN I>Y'/P Hw4.J0.0.vOn N K M, 6 Cb.[rNm eahwN. !r M'.%WhtlN.Mbu. 'd rM p✓e 1MIItl./IW p rn✓n JIAY✓IN Nn/N N. 9 a YII gpfe'AII IN a1W Nle IINn IMpin Y/NI r(.1YI M1. a'O T MI R _ (Inllr IMe. ly IAVI ple(.MI IillO[I IIY IN Q✓.M IN(MII/Iinl JJ bP YNII .9'I WIIM.aIYY✓Ltn —i�'W NA/NII R lMW'F[M IhNN INrbV� . sm.0 Y[[e -•r .4 ' IM YII NHI b✓N([klMl 1h 1-}M 1Y IM NMLI IM IM N[M [✓! �'[VY pr,ll.M1m ww We✓0..'IYnr 11.aiwn✓I.[Y m m LLSO ' Il.rf O IlY1N R.Y,YN r.YYPNIIi v P t)JA rYll,e Ylls ro RAILROAD GRADE CROSSING o 0 TRAFFIC CONTROL DEVICES. P P M P P PA � rl.H N L✓.6RN 15.0 YW. II882 L i i zw•n/w Lworoam••.. _. ..�_. 4 I I I 9• kw 4wry M o31S•IL p m• u I I d ( I v.n•wr.ov4w I ro f A AN/rMVq Lrpn� I ^ { ulr•ew mYh x•yr---�.� r bew aAew.9 MEDIAN SECTION AT SIGNAL CATES — •orl , RAILROAD LATE ARM LIGHT SPACING 1 ra wuawwr.aran o•k••vvwa I I t 11• I+ Mnr. lnllk 6JMMkw'.Isr w. !w yrlIIN LMpro S M M OYrrrw M•vnr:w Ok.m•iw /M Cwllrprkw Naybr',M1n•frrN d 4 4v •.• •G• •C' PLAN .MO 1pbq' p Gewhk Owb 0! kw/r •.2 w m S I.J 90 NU i5 MEDIAN SIGNAL GATES FOR J..•s.s rm Gus •J MULTI LANE UNDIVIDED URBAN SECTIONS li0.9 >m 2.r SJ ns•+.n sW it 2.r !FOUR OR MORE DRIVING LANES IN ONE DIRECTION.45 no!70 RMA1 OR LESS L•Wdr 30) J.0 J.0 rm r nwrw rurrwr r nr,wunw , w+rn ory RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES ti .ww _ sl rv«M..hYltNw wH m+Y:H a,c.iH wrr]rrf YM«wlr 1 b/fe Sl ,IIIr LW I✓S/rabN,tru Iwl AI IN. _(tr _ 4111 b LI YI.Y.p.M."I'm]MH«,1N O.Y.r fill d/ypW SmekN M.nnr.iM4/ — f Hpt.q 11 e. NM.M Sw.l,fq•r IIN Ii.p.1 !{ YUy IM Ilr«Ir1 LN e1.h11/ f I —�rN.w.M.rn rh.:Y.M /r.w1 raw•+ �+..mt.:a It T, e«.M ia.n.lshNl I _.__:::: a• —m.v«w ]Nrtlrr EMI �- ypWrM.rnn—. $ wi.IrJO Y.nr r HALF SECTION TYPf E [a1 d/yr.eMlI HALF SECTION TYPE D IS/n[NII(y,1, ]e n rl lrsl rAY .rm I •�I►�•�'it] (r.d SqW wb Gr1 t /.blw CSIH INY fJ / ���q.nMp Mll II.:Jneu l]rYh � Fk.V•(M MI i 1 � ry�lhmb/NN✓N IM hAIM t}1 er Mwl is N..e. �i]a.M. H/u wn. I rr.rrol Po..HnI rk.wl M..{nl (a Sbn1(shr«.W � .n.I d Ponl /ww. 0.r'MIH Y0.H I M..ml` �/N° /l..w_M.rm Y i HI M...N d4.$tl.. I� /�• gym.wlmw RURAL (1It�' e - ° mr•rn r.ts /e.rWr 1 MI.MI 1+ m.MII«w PHHrN 11. l _ f rSNYI.I�-� 4 tr. tI• - ]Nh .w.r ^� l _fi� e.rmr r)t..sh.0 t)r.rn...tA. u furv/ok HALF SECTION TYPE H �► (^" IY°Irkl' HALF SECTION TYPE G HALF SECTION TYPE G MODIFIED LbHWIHI StlrYN M.MI h liN I I laubN MMa1 i LIN d(Nsrh:Y,..l.dw\ d C✓{W SIMwY un",S.4 1C[Mlw1 ary will"leUr —[ A6, ({ttl1r1vI lluw (OYIr.11 CdM IT NOTES s] a{ /11/�ro1 MIMI 1. Ih gII.YnI b I MIr61 mhlM Ih/.0.n.1.M Ih HIHM aT11I. AHWM w;,;,y Slrk - .l. �VIIIIM1 shk _— 13 1-lµ r I� 6 Iry/0.n YW I, Ih nieme mh+r r./pyyrrfYl hmry wm H nrNH. I:- rMN/6hr Sh'f I yyryN 1p.wlnl ftThu esN lblm. J. fN RlvwfCSN+I NII.II .ull✓nI11 eVWMN mIIm/wll•pmII1H.NU.dH,Yq a1 e{S.Ip4 lhVUer ft. , Mb I/I�Nir.INfill" Ih1Y r0 HIH'IYI a•Y{.MU. III{q.Mnl M.INr.IrY.VIN IMY/YIV.W OYHMr.Nfll M ]INb.r M..NY will CM1M f ill•/ /✓nl WI eV:uwM q Ih fUp«Iwl r Ir',Mlral«,uM.0 HpmM.I NM.41. Wlhilo.0.o+Hr/iWu wrr/IwWroltn.a elNb elxu w will Iu NM1r N6 4 WI Is flaw'/lR[l.bN ppr M N]!M/ OM al Too 1.4!hp I YIv rw HALF SECTION TYPE L MUNICIPAL Y«II! IrP CYr1N lrp(/IYiYfl.. �I ✓Oi1. IXD h IIYI 1/'u/r OlOrn IyV I/ r�XY N Ilb r cp 6 Leaula MI«bl /.C.t d] LC.t d J �f.hn X oN a N a Gau! I I drmlb t � _ dMWtl / \ ✓ \• M1. /k.:✓.M...II I! IlniYmt(µlwJ N Gw. /. YMMI IMll,5 = . eb pH/M Y INblr ,..II s ttYI1m OH,IO.b I..II.H,hIP I'll rbk IWINI rlllN rpk(WNW W qlw .nII Wl CpWrll .im M c. ) SECTION VIEW UwhN I(. ere Ym" S eablr / RAILROAD CROSSINGS TYPICAL FLEXIBLE PAVEMENT REPLACEMENT AT RR CROSSINGS r,.e..dN.son se1H HALF SECTION TYPE S H+. TYPE D, E, G, G-MOD., H, L & . ! sso • i tow ' 8N Tr•A•°•e'.pOr L,•.Yu r«'Ar' CK MArp SU!r'A' � to _ r391Cw,rYIM.IrNn IYY IWII e/alxgl Uwrl _ •AEIs B [sc.mow.sr YL— .elf Law 9 °•er Mtn:q, A --A- a /I f «wlnr A°� L A °l Ib a IYIY I a W + --Av.�.rr'. •.t' to ro, •° A ' rAfrr fl[eIM14 rf«tn/Igl PUN h 2 g nlr m. c oY rrA J er,rr(e4a.(.R e.p[IY ew exml � e4A., l H.Y.6. •RR•2 CM.h CIfA4l. 1 Y.YIe wh(AC,)f,nbelW NIIC14 )rMYrM er r.r CNN r.All r,MIC 4 Hr.IM. ,yNrblY. n r II ff(M MAr SECTION ov er.. m r M. L, • SECTION THRU CROSSING M «�!r K6 W.RYI f Y.Y.(.. °.� Fr%i.as W.MI •f1.b rYCAR[Ss vws C q r 4M A,6 Fr.fA w.Ar/I n 9 9 .9 I- "M 'A'.'A,.a-A,'SLaf AV I«%.f W.W, An I'fri',W er,• Ae r cl,\ ( of rr as W.MI 151 sl I)r WIw f un I © 1 1A.rf�- ArY./, l YAYA6�6 I Ms .)+.C`Wer )° 1 AJ A. � R� ELEVATION pa.Y.0 �"An�b"i[rrR(N Mph pc nK '° 'S[sn[Y.Y.Lr Au[oy.1 I .� ::'...r...✓ is SECTAM' SECraN 89 T n n C n AN n ( n w n al " me•(•sue rvK•°•sue .t1�/ c Rol, TYPE cc,,0' TYPE 'C '6 'D 'SLAB DETAILS C A I A C C A A A, A AL EL ,Ores .VA.,*IAAAA MMI'Y�4 M Ibl4MA A, A A( 1. All III..nLN,ION/r roN 9"1'N RN rr1IN 14Y„MIY IvnIN.1NWHINM hf /bllgy CK . C III A A A • A C 1. C.Ill.11.NIL}y6.I M rr—AAAWa / I. IApYr y/I 4ql M INbllp M.111 IJn N I44 b1'.lWrw f. llllu I...I,INN rintr41r Nsr/MrNNPW/n I,.pN YWbhN...l. Lbv41r 4rY lAArPLAN OF SKEWED CROSSING PLAN—SU—CROSSING —{ •. C.I.,.111 nla��Yw"rrllcrAA.4rrwl c'tl0iw avl: ..m, w.00"cr(�'tp.a.v2. .r/W a).aw2 .a1 SAss4D T.Y r'e' See'A','At r•e' T -V C'M aY1ef.1 Qe,r(I,,e11A.ql (IA,{I IlP1Y YIYIY.,I,YYY,,,IM1 d'TII OiW11 Ib14111 � � r6 CIM rYY Rlrr RAILROAD CROSSINGS ELEVATION a CI.> IsR fr,a MD r a,. — N CONCRETE PAVING BETWEEN MULTIPLE CROSSINGS TYPE K -- R.. A �r A.— ww,Sbl l:A IrrI C����L qq w ,+ i. fb CTe --_ I A --_ ee^ • /sw loll /C~ wY /sww : 4 Y 0 YYI E1 w.0 ae — .Ie .,;e ARnI IY 9 aln SY'Iu {s 70P VIED n...w In an+. .Ise rn FE:{ ..°... ..E.! !°: ..E'. .•D: �sw�u tl00 LrN Era re fm l I I I Ntr•^^ — - sNl ha l_� Sw W CTrY JNN EYmiT M • s,SW W. Plus Cw rN : II ewr Ns6[rY EYrr 5591,1."M I SJf,L}4 rRl Uf IL.Iq Ibl SECTgA' yw r1.1Nr:.1 emn a.. I.no— roue•mr_ • uJ r • uJ r wron"{I!Y•IN Inn.w.1 a Ar sewn"er PN a CNu:q IM YwImNI1 CNylir � • , WI I W' W SECTOY AA n. III r(I J,t Ib Ilr q{ q• 5,�, ra A!SPK,II"Er IN wMavw �'� PARTIAL SES7AN/SESiq//PMALLEL 70 ItaL q'! Im'1 6s�r 11N AID I �I STOP ZONE J I� � N " I lllpre el,bse CwrlN lW.l I1Y 5 111 —l. ro6lev 80.0 SEcrRW BB '7 80'90 10.0 HEAVY DUTY FULL DEPTH RUBBER CROSSING I,„1"rl.ere IrM"rlrr 150.0 IIO mo TYPE R FULL DEPTH W. I Ww ytm neara CENTER ER SHIM SIDE E SHIM ,fires 1. law YNn N INI,NII s1..DI N b NN IY nlal/N a"!Vb,IK1 IIMN N'11!IY II TYPE R I/IINIq Y YMO11N INu11 rINL�b INp. IMI 1rygIN Y1 YW,M il'Yr. /I.II y/IPIM RI.111p1 I N161ib,b1 L. C/Y,i1g1 M INI!NN Ny"rN IY,wl1/ry Y"1,1p1 IIINa IM ITI!M IM WIY11W W tNP ' rylnlll:gY Mrry ewwml:Ya ei[ml1 O1N1ri11. J. I:.mmw:.Yniml,,;N eNrl b mmN,.r®.e1a1.:,{IN.mNI.nYY,mN,IaIr:N. RAILROAD CROSSINGS r. aroia w..Y.rY nmpN rw wbmaN. wn.lY,re Y"emlmr wan"ly wbblw. s. IY mniewr eerolll,M1•au eNwrN rro iaryar:T ren•."epee N Ire e1AWY,Ipenwrlsu V M TYPES R RU88ER & R FULL DEPTH RU88ER i Grow wlow I nbN.r Jtl,xo� IMirYll � A AIYr..m SM AY.mu sw a i L a nm.r IYn plYl.. WI sw /ry1 5 uwnk°s.V1l.Mr. AaprYA Sb6 •Iw•sm.SM a mf"1.YU' 5kr LA u fc5 fq a C.uY.reu (wl(. IfY w.NI Nn11N[W ALTERNATE INTERFACE Illn..puY Mtq. PLAN SECTON VIEW SUY MIIa,(k.r q(p,/Nllpll/16I fxY SMI SECTION 6B ro/.lM wll /Ilkr fWkw a15 AL Cw Eg 4Cr A(tERNT INTERFACE rb.van SECTION VIEW B wr(s 1. /4N,MI xIYIM Mrarr Y..Y.AYA.q N Ill vkW nlu GM fill q SYY1 rraa /1.14f S..I 151Y. /rn SSf J°/.ro9.5 w.I IYYb°N LkfI.A/bY 111 IJH,SMI L rM ANYY/Tp°r°.IU 1Y wwwlol w.hv.W w 1.M 51JI Ia II W~fnV it.I.W.51.11. .rp°IY yWtW p IN q.MNI. Sx0110.x.Y. 11NYY15Y.lmJ ..r.M1Yk°1°.YWI J. lYw 1, fwu.-'1 ,"I wW WiCM YeeWu SIAM.,II.Iw, 1 r.4.1 sw/ M/Ts Y,./1,ro ft a'Aa1WIr1 A twl/u. $ECTK.w AA ITN nw.•..1 o..Ym lm r..w/YNq x xN—1.YIw.Kr.r x HYn ro rn m nn Jam FULL DEPTH ASPHALT/M188ER CROSSING Apilw JP'x°VOW, ul...x NI°VY NnIY. sm r.xr.NegnEl.w,.kMWI.. ww N.tl °Yr. pN W., rY.lro/Y N..lby..JNIN,M N/.MI 11 Nq N..w.. TYPE RS (6!1N Yw w,.IMra lm w b Ntl b WO..11n 1 III m4°.r im. lNy nyl 1. Sm Y.xlllllq sl l'/bMiG YYIu.y w a nY'WINgII.Iw'Mbllk rdllWll:TN N w II.} sm Y/KqY.W"....NI I'll.111.11....Yba lnll Y M NN,rIM O rK1 wKrl. ke n.k61p M 11N b nprLrl. wRtlb . sm r.110/q ro•nmM nn1'.1p 1p.[b1h 1abNf IYv.Y1. pabrw h ro N rY:eq/Y a.n r paaY.qwY�ar...,vrsl.rrs µYIr111 bc1.1 evY^V x JIYYIIInIyr. 1 ' M<W S. OI.N Im YI/6MINN/IIMg1,y.Ilnl.rnlM,IViY.1 pA J. SIR411m Y.MIm. Y,w,rl.lw rr 1b .,v,.Nm,r..ti1nY.IrW.kbp.f.ul wr,elf rmull Mr.-•. RAILROAD CROSSINGS 50,PMI T.OM Nk 6. fYWIlIWI11N111.VIIIbII Im"w wk,ww Y.lq.'I1/./N N IN.nV/cNlrl IpCl/wlm. _ rymAL BOTN SIDE$ I. All. ".111 N INwl"p Ymmnr•lp w1.w.YJ w SYrbn.1CV a ra slrwrl y.Irtwrm. r...1 M TYPE T TYPES T & RS560 r C,—M(bw;.r,ryu;, --- --1 t bNn h11.L,n,(11.11111.1 ' 99 [IM I'�• R P. , T _.I.- - -�-- --�- 44- A -4- ' vy ,p'«Na,u tlmrw,fr CNr.,av on.a/SYbI ,INrwbv wMlw'Ir CN,r Ir ON.tl.Il.Y1 IN C-1 8 _epe ,t SM iM Yb !N !p3 y I ibnrSosNW. 0-1 .. 1•— —'t-Y-4 + —.t_ e - - - -- - - - - - ,- r a a m m >a >a wI„ r + Lw,s mnq. I TOP VIEWS-CENTER SLAB AND OUTSIDE SLABJ TOP VIEWS CENTER SLAB AND WTS/DE SLAB L r S3. SN .b1 J°S 11. Jr r eg_ bS JO1 ]05 A3 r I I bpn,pJ 6 C,w,rry., PLAN VIEW as.R,.IF r l.,p,e OL 6.b if w u,yw SECTION as SECTION BB TYPICAL13.5 CROSSING STANDARD SLABS (PRECAST CONCRETE) RAMP SLABS !PRECAST CONCRETE) MN..Y.n wN.sw w.w sae nsr _ SECTION CC SECTION DD Eh sw a.., n. STANDARD AND RAMP SLAB SECTIONS w q rmr.snwr , Iad M+m F„IN4 M grow � � TI �M TRAMSYERSE SECTgV rto�r Ir'' Ot 1 TOP VIEW —� Ie�'�,�•e .�el N SY MVN YEINIM, a FOP VIEW TYIMY.I,,S.r TY SLS S✓.N/I +� M TIE PAD WlC$ Y.I(/I.PIM tl:afnl Y NOYV,..IM1 SIDE VIEW !Ltl ,. sw I.,Y..we«A W.Nh PRECAST CONCRETE (CROSSING TIE1 ELEVATION 4 sw'e""°"'"'"r""... RAILROAD CROSSING TIE SPACING � F TYPE T MODIFIED ar M �= —� - ......«» .�. N s w s -5-6-0 � ,.� ;I� I i i I i fC r _.. _ ..�