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HomeMy WebLinkAboutContract 44230 (2)CO SECRETARY CONTRACT NC` Z AGREEMENT NO.�aa'S�P PUBLIC ROAD CROSSING LICENSE AGREEMENT THIS Agreement ("License"), by and between TRINITY RAILWAY EXPRESS ("Licensor"), and the CITY OF FORT WORTH, a Texas home rule municipal corporation ("Licensee"), acting by and through its duly authorized official, whose mailing address is 1000 Throckmorton, Fort Worth, Texas 76102. WITNESSETH: WHEREAS, Trinity Railway Express ("TRE") is the assumed name under which commuter rail operations are being conducted by DALLAS AREA RAPID TRANSIT ("DART") and the FORT WORTH TRANSPORTATION AUTHORITY (the "T"), both regional transportation authorities created pursuant to Chapter 452, Texas Transportation Code, as amended (the "Act"); and WHEREAS, pursuant to agreements between Licensor and Burlington Northern Santa Fe Railway Company, Union Pacific Railroad Company, and Dallas, Garland and Northeastern Railroad Company (individually or collectively herein the "Railroad"), freight railroad and/or passenger operations exist on the railroad corridor between Dallas and Fort Worth, Texas, now owned by DART and the T; and WHEREAS, LICENSOR now owns certain railroad right-of-way within the city limits of the Licensee; and WHEREAS, Licensee has an existing public road known as Precinct Line Road that crosses Licensor's railroad right-of-way with an at -grade railroad crossing ("Public Road Crossing"), identified as DOT No. 598350V; and WHEREAS, Licensee proposes the reconstruction of the Public Road Crossing within Precinct Line Road, with new concrete panels, pavement, and sidewalks, in accordance with Licensor's standards; NOW, THEREFORE, 1. Purpose. Licensor hereby grants this License to Licensee for the purpose of constructing, reconstructing, installing and maintaining (the "Permitted Uses") an at -grade, four -lane, 108-foot public road crossing. This road crossing is located at Precinct Line, within a 100-foot to 130-foot wide right-of- way covering an area approximately 12,420 square feet. The road will cross Licensor's right-of-way at Mile Post 620.67, in Fort Worth, Tarrant County, Texas, more particularly as shown in Exhibit "A", attached hereto and incorporated herein for all pertinent purposes (the "Property"). The term "public road crossing" shall include the concrete crossing material, pavement, grading, barricades, street lighting, drainage facilities, signs, pavement markings, active warning devices/signals, and approaches (the "Permitted Improvements"). The Property shall be used by Licensee, and the public, solely for the Permitted Uses and the Permitted Improvements, EXCEPT, HOWEVER, AND IT IS UNDERSTOOD BY BOTH LICENSOR AND LICENSEE THAT THE GRANTING OF THIS LICENSE SHALL NOT BE CONSTRUED IN ANY WAY TO CONSTITUTE A DEDICATION TO THE PUBLIC. 2. Consideration. The consideration for the granting of this License shall be: Fort Worth — Precinct Line Rd. Mile Post 620.67 Public Road Crossing 1 of 8 RECEIVED MAR - 6 2015 2.01. The faithful performance by Licensee of all of the covenants and agreements contained in this License to be performed by Licensee, and 2.02. The payment of the sum of Ten Dollars AND NO/100 ($10.00) DOLLARS cash in hand paid by Licensee to Licensor and 2.03 The payment for the entire cost of constructing and maintaining the public road, including any drainage facilities caused to be required thereof, and 2.04 The reimbursement by Licensee to Licensor for all labor and materials necessary for the construction of the crossing surface within the limits of the ties and installation of the active warning devices, within thirty (30) days upon presentation of invoice by the Railroad, and 2.05 The future costs of reconstruction of the Permitted Improvements within the limits of the railroad ties within the road crossing. This area of the road crossing may become impossible to maintain by the Railroad due to deterioration or obsolescence of the crossing material In the event maintenance is no longer possible and reconstruction is necessary, Licensor and Licensee shall agree on the type of reconstruction, and Licensor shall reconstruct the road crossing within the limits of the railroad ties, at the sole cost of the Licensee 3. Term. This License shall begin on the 1st day of February, 2013, and shall be perpetual, subject to termination by either party as provided herein 4. Non Exclusive License. This License is non-exclusive and is subject to (a) any existing utility, drainage or communication facility located in, on, under, or upon the Property owned by Licensor, any railroad, utility, or communication company, public or private; (b) to all vested rights presently owned by any railroad, utility or communication company, public or private for the use of the Property for facilities presently located within the boundaries of the Property; and (c) to any existing lease, license or other interest in the Property granted by Licensor to any individual, corporation or other entity, public or private. 5. Design, Construction, Operation and Maintenance. Licensor's use of the Property and adjoining property may include the use of electrically powered equipment. Notwithstanding Licensor's inclusion within its system of measures designed to reduce stray current which may cause corrosion, Licensee is hereby warned that such measures may not prevent electrical current being present in proximity to the Permitted Improvements and that such presence could produce corrosive effects to the Permitted Improvements. 5.01. All design, construction, reconstruction, replacement, removal, operation and maintenance of the Permitted Improvements on the Property shall be done in such a manner so as not to interfere in any way with the operations of Licensor or with any railroad operations In particular, cathodic protection or other stray current corrosion control measures of the Permitted Improvements as required shall be made a part of the design and construction of the Permitted Improvements. 5.02. During the design phase and prior to commencing construction on the Property, a copy of the construction plans showing the exact location, type and depth of the construction, any cathodic protection measures and any working area, shall be submitted for written approval to Licensor and the Railroad (the "Railroad' , whether one or more) when the construction is going to be within the area of Railroad operations Such approval shall not be unreasonably withheld. No work shall commence until said plans have been approved by Licensor and Railroad. Fort Worth — Precinct Line Rd. Mile Post 620.67 Public Road Crossing 2 of 8 5.03. Licensee agrees to design, construct, reconstruct and maintain the Permitted Improvements in such a manner so as not to create a hazard to the use of the Property, and further agrees to pay any damages which may arise by reason of Licensee's use of the Property under this License. 5.04. Licensee agrees to institute and maintain a reasonable testing program to determine whether or not additional cathodic protection of its Permitted Improvements is necessary and if it is or should become necessary, such protection shall be immediately instituted by Licensee at its sole cost and expense. 5.05. Licensee covenants and agrees to contract and enter into a cost reimbursement agreement with the Railroad to further specify how cost reimbursements will take place. Such reimbursements shall include the original construction of all active warning devices and crossing surface within the limits of the ties. Licensee also agrees to be responsible for the cost of future reconstruction upon the expiration of the useful life of the crossing surface. 5.06. Licensee or its contractor shall remove all trees and other vegetation within the railroad right of way for a distance of 300 feet in all four quadrants of the right of way. 5.07. Licensee shall be responsible for maintenance and liable for damage for any and all additional drainage created by Licensee's project distributed onto and within Licensor's right of way from the point of entry to the exit point of Licensor's Property. 5.08. Licensee shall provide traffic control during construction or maintenance operations to accommodate work by Railroad. 5.09. Absence of markers does not constitute a warranty by Licensor that there are no subsurface installations on the Property. 5.10 If at any time, traffic volume or other circumstances should warrant a grade separation for the crossing licensed hereunder, Licensee shall be responsible for the installation of such grade separation to Licensor's standards, at no cost to Licensor 6. Governmental Approvals. Licensee at its sole cost and expense, shall be responsible for and shall obtain, any and all licenses, permits, or other approvals from any and all governmental agencies, federal state or local, and required to carry on any activity permitted herein. 7. Licensor's Standard Contract and Insurance. No work on the Property shall be commenced by Licensee or any contractor for Licensee until such Licensee or contractor shall have executed Licensor's Standard Contractors Agreement covering such work, and has furnished insurance coverage in such amounts and types as shall be satisfactory to Licensor. 8. Duty of Care in Construction. Licensee or its contractor shall use reasonable care during the construction period and thereafter, to avoid damaging any existing buildings, equipment and vegetation on or about the Property and any adjacent property owned by or under the control of Licensor If the failure to use reasonable care by the Licensee or its contractor causes damage to the Property or such adjacent property, the Licensee and/or its contractor shall immediately make appropriate replacement or repair the damage at no cost or expense to Licensor If Licensee or its contractor fails or refuses to make such replacement, Licensor shall have the right, but not the obligation to make or effect any such repair or replacement at the sole cost and expense of Licensee, which cost and expense Licensee agrees to pay to Licensor upon demand. Fort Worth — Precinct Line Rd. Mile Post 620.67 Public Road Crossing 3 of 8 9. Environmental Protection. 9.01. Licensee shall not use or permit the use of the Property for any purpose that may be in violation of any local, state or federal laws pertaining to health or the environment, including but not limited to, the Comprehensive Environmental Response Compensation and Liability Act ("CERCLA") the Resource Conservation and Recovery Act ("RCRA"), the Clean Water Act ("CWA") and the Clean Air Act ("CAA"). 9.02. Licensee warrants that the Permitted Use of the Property will not result in the disposal or other release of any hazardous substance or solid waste on or to the Property by Licensee or its Contractors, and that it will take all steps necessary to ensure that no such hazardous substance or solid waste will ever be discharged onto the Property by Licensee or its Contractors. 9.03. The terms "hazardous substance" and "release" shall have the meanings specified in CERCLA and the terms "solid waste" and ' disposal" (or "disposed') shall have the meanings specified in the RCRA; PROVIDED, HOWEVER, that in the event either CERCLA or RCRA is amended so as to broaden the meaning of any term defined thereby, such broader meaning shall apply subsequent to the effective date of such amendment; and PROVIDED FURTHER, that to the extent that the laws of the State of Texas establish a meaning for "hazardous substance", "release", "solid waste' or "disposal", which is broader than that specified in either CERCLA or RCRA, such broader meaning shall apply. 9.04. To the extent allowed by law, Licensee shall indemnify and hold Licensor and Railroad harmless against all cost of environmental clean up to the Property resulting from Licensee's use of the Property under this License. Nothing contained herein shall ever be construed so as to require Licensee to create a sinking fund or to access, levy and collect any tax to fund its obligations under this Section 9. 10. Mechanic's Liens Not Permitted. Licensee shall fully pay for all labor and materials used in, on, or about the Property and will not permit or suffer any mechanic's or materialmen's liens of any nature to be affixed against the Property by reason of any work done or materials furnished to the Property at Licensee's instance or request. 11. Maintenance of Completed Improvements. After the Permitted Improvements have been constructed, the active warning devices/signals and the grade crossing within the limits of the railroad ties (subject to Paragraph 2.05 and 5.05) shall be maintained by the Railroad Licensee shall maintain all other Permitted Improvements. In the event the Licensee fails to maintain the Permitted Improvements or Property as required upon discovery, Licensor shall notify Licensee of such occurrence in writing. In the event Licensee shall not have remedied the failure within ten (10) days from the date of such notice, Licensor shall have the right, but not the obligation to remedy such failure at the sole cost and expense of Licensee. In the event Licensor exercises its right to remedy Licensee's failure, Licensee agrees to immediately pay to Licensor all costs incurred by Licensor upon demand. 12. Future Use by Licensor. 12.01. This License is made expressly subject and subordinate to the right of Licensor to use the Property for any purpose whatsoever. 12.02. In the event that Licensor shall, at any time subsequent to the date of this License, at its sole discretion, determine that the relocation of the Permitted Improvements shall be necessary or convenient for Licensor 's use of the Property, or that the crossing must be modified, including but not Fort Worth — Precinct Line Rd. Mile Post 620.67 Public Road Crossing 4 of 8 limited to the installation of grade crossing signals, Licensee shall, at its sole cost and expense make such modifications or relocate said Permitted Improvements so as not to interfere with Licensor's or Licensor's assigns use of the Property. In this regard, Licensor may, but is not obligated to, designate other property for the relocation of the Permitted Improvements. A minimum of thirty (30) days written notice for the exercise of one or more of the above actions shall be given by Licensor, and Licensee shall promptly commence to make the required changes and complete them as quickly as possible. 13. Duration of License. This License shall terminate and be of no further force and effect (a) in the event Licensee shall discontinue or abandon the use of the Permitted Improvements; (b) in the event Licensee shall relocate the Permitted Improvements from the Property; (c) upon termination in accordance with paragraph 18 of this License, whichever event first occurs; PROVIDED, HOWEVER, that any indemnifications provided for herein shall survive such termination. 14. Compliance With Laws and Regulations. Licensee agrees to abide by and be governed by all laws, ordinances and regulations of any and all governmental entities having jurisdiction over the Licensee and by railroad regulations, policies and operating procedures established by the Railroad, or other applicable railroad regulating bodies, and Licensee agrees to indemnify and hold Licensor harmless from any failure to so abide and all actions resulting therefrom. Licensee acknowledges federal railroad regulatory agency's requirements for whistles at at -grade public and private road crossings. 15. Indemnification. 15.01. To the extent allowed by law, Licensee shall defend, protect and keep Licensor and Railroad forever harmless and indemnified against and from any penalty, or damage, or charge, imposed for any violation of any law, ordinance, rule or regulation arising out of the use of the Property by Licensee, whether occasioned by the neglect of Licensee, its employees, officers, agents, contractors or assigns, or those holding under Licensee; 15.02. To the extent allowed by law, Licensee shall at all times protect, indemnify and it is the intention of the parties hereto that Licensee hold Licensor and Railroad harmless against and from any and all loss, cost, damage or expense, including attorney's fees, and including claims of negligence, arising out of or from any accident or other occurrence on or about the Property causing personal injury, death, or property damage, except when caused by the willful misconduct or negligence of Licensor or Railroad, their officers, employees or agents, and then only to the extent of the proportion of any fault determined against Licensor for its willful misconduct or negligence; 15.03. To the extent allowed by law, Licensee shall at all times protect, indemnify and hold Licensor and Railroad harmless against and from any and all loss, cost, damage or expense, including attorney's fees, arising out of or from any and all claims or causes of action resulting from any failure of Licensee, its officers, employees, agents, contractors or assigns in any respect to comply with and perform all the requirements and provisions hereof. 15.04 Nothing contained herein shall ever be construed so as to require Licensee to create a sinking fund or to access, levy and collect any tax to fund its obligations under this Section 15. 16. Termination of License. At such time as this License may be terminated or cancelled for any reason whatever, Licensee, upon request by Licensor, shall remove all improvements and appurtenances owned Fort Worth — Precinct Line Rd. Mile Post 620.67 Public Road Crossing 5 of 8 by it, situated in, under or attached to the Property and shall restore the Property to the condition existing at the date of execution of this License at Licensee's sole expense. 17. Assignment. Licensee shall not assign or transfer its rights under this License in whole or in part or permit any other person or entity to use the License hereby granted without the prior written consent of Licensor which Licensor is under no obligation to grant. 18. Methods of Termination. This License may be terminated in any of the following ways: 18.01. Written agreement of both parties; 18.02. By either party giving the other party thirty (30) days written notice; or 18.03. By either party, upon failure of the other party to perform its obligations as set forth in this License. 19. Miscellaneous. 19.01. Notice. When notice is permitted or required by this License, it shall be in writing and shall be deemed delivered when delivered in person or when placed, postage prepaid, in the U.S. Mail Certified, Return Receipt Requested and addressed to the parties at the following addresses: LICENSOR: LICENSEE: Tnnity Railway Express C/o Dallas Area Rapid Transit P. O Box 660163 Dallas Texas 75266-7210 Attn: Railroad Management Or 1401 Pacific Avenue Dallas, Texas 75202-7210 City of Fort Worth c/o Director, Transportation and Public Works Department 1000 Throckmorton Fort Worth, Texas 76102 With a copy to: City of Fort Worth c/o City Attorney 1000 Throckmorton Fort Worth, Texas 76102 Either party may from time to time designate another and different address for receipt of notice, by giving notice of such change of address. 19.02. Governing Law. This License shall be construed under and in accordance with the laws of the State of Texas. 19.03. Entirety and Amendments. This License embodies the entire agreement between the parties and supersedes all prior agreements and understandings, if any, relating to the Property and the Fort Worth — Precinct Line Rd. Mile Post 620.67 Public Road Crossing 6 of 8 matters addressed herein, and may be amended or supplemented only by a written instrument executed by the party against whom enforcement is sought. 19.04. Parties Bound. This License shall be binding upon and inure to the benefit of the executing parties and their respective heirs, personal representatives, successors and assigns 19.05. Number and Gender. Words of any gender used in this License shall be held and construed to include any other gender; and words in the singular shall include the plural and vice versa unless the text clearly requires otherwise. 19.06. Authorization. Licensee shall furnish to Licensor a certified copy of minutes or a City Resolution adopted by the governing body of Licensee authorizing the execution of this License on behalf of the Licensee, or other proof sufficient to establish the authority to execute this License 19.07. No Joint Enterprise. The parties do not intend that this License be construed as finding that the parties have formed a joint enterprise The purposes for which each party has entered into this License are separate and distinct. It is not the intent of any of the parties that a joint enterpnse relationship is being entered into and the parties hereto specifically disclaim such relationship. This License does not constitute a joint enterprise, as there are no common pecuniary interests, no common purpose and no equal nght of control among the parties hereto. 19.08. New Agreement. It is mutually agreed and understood that this License cancels and supersedes any previous agreements granted by Licensor or Licensor's predecessor railroads in regard to this ("insert" public road crossing. or "whatever type of previous agreement"). Signatures on following page Fort Worth — Precinct Line Rd. Mile Post 620.67 Public Road Crossing 7 of 8 IN WITNESS WHEREOF, the parties have executed this License in multiple originals this /Cciay of . 2013. LICENSOR: LICENSEE: APPROVAL RECOMMENDED: TRINITY RAILWAY EXPRESS By: DALLAS AREA RAPID TRANSIT BY: can Orl.m.4,40 , 0(4)0 4 io NORMIA DE LA GARZA-NAVARRO Vice Presideni Commuter Rail & Railroad Management CITY OF FORT WORTH BY:�/T44A444O &A--4 BY: F1ERNANDO COSTA Assistant City Manager / DOUG j S W. WIERSIG, P.E. Director, Dept. of Transportation and Publi Works APPROVED AS A FORM AND LEGALITY: ATTEST: BY: BY: V / DOWWW. BLACK Assistant City Attorney Fort Worth — Precinct Line Rd. Public Road Crossing 8 of 8 r� it-tiA /1 gik )/ MARY J. KAYgE12 City Secretary Mile Post 620.67 INDEX OF SHEETS SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 RAILROAD EXHIBIT "A" LAYOUT SHEET 3 RAILROAD EXHIBIT "A" LAYOUT SIGNS AND MARKINGS 4 RAILROAD EXHIBIT "A" PLANKING LAYOUT 5 RAILROAD EXHIBIT "A" RAIL TYPICAL SECTIONS 6 RAILROAD EXHIBIT "A" TYPICAL SECTIONS 7 RAILROAD EXHIBIT "A" PHASE 1 WORKZONE 8 RAILROAD EXHIBIT "A" PHASE 2&3 WORKZONE 9 RAILROAD EXHIBIT "A" PHASE 4 WORKZONE 10 RAILROAD EXHIBIT "A" PHASE 5 WORKZONE 11 RAILROAD CROSSING SIGNS AND SIGNALS 12 RAILROAD CROSSING PAVEMENT MARKING CONCURRENCE FOR LETTING CITY MANAGER CONCURRENCE FOR LETTING CITY MANAGER CITY OF FORT WORTH CITY OF HURST 20_, , 20 SPECIFICALLY IDENTIFIED AS SHEET NUMBERS CTl BY ME OR UNDER MY RESPONSIBLE BLE TO S P OJECT. 1706/5 / DAYE' SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, JUNE 1, 2004 AND SPECIFICATION ITEMS LISTED AND DATED AS FOLLOWS, SHALL GOVERN ON THIS PROJECT: REQUIRED CONTRACT PROVISIONS FOR ALL FEDERAL —AID CONSTRUCTION CONTRACTS (FORM FHWA 1273, DECEMBER 1993). THE SEAL APP.ARI DOCUMENT W J. MARK • T STATE OF TEXAS DEPARTMENT OF TRANSPORTATION TATION PLANS OF PR OPOSED STA'1 ET HIGHWAY IMPROVEMENT FEDERAL AID PROJECT BR 2007 (557) TARRANT COUNTY PRECINCT LINE AT WALKER BRANCH THIS IZED BY 006 ON 08-31-10. -. *• dd *: * dd J. MARK MATHIS e e Pf Qa°F ` 86006 \a?� EXHIBIT "A" NO EXCEPTIONS RAILROAD CROSSING CSJ: 0902-48-680 STA 68+80 NO EQUATIONS "�--- PRECINCT LINE RD wT END PROJECT CSJ: 0902-48-680 STA 74+05.82 OIY.N0. 8 STATE TEXAS CENT. I 0902 PROJECT NO. BR 2007 (XXX) STATE INST. FTW TARRANT SELL JOB INCHWAY N0. 48 539&880 X COUNTY SHEET N0. 1 PRECINCT LINE DESIGN SPEED: 45 MPH PRECINCT LINE ADT: (2007) 7710, (2027) XXXX _ PROJECT LOCATION PRECINCT LINE RD. DOT 598350V TRINITY RAILWAY EXPRESS RRMP 620.67 PRECINCT LINE RD N BEGIN PROJECT CSJ: 0902-48-680 STA 32+08.83 TEXAS DEPARTMENT OF TRANSPORTATION SUBMITTED FOR LETTING: AREA ENGINEER RECOMMENDED FOR LETTING: DISTRICT ENGINEER APPROVED FOR LETTING: DIRECTOR, TRAFFIC OPERATIONS DIVISION APPROVED FOR LETTING: DIRECTOR, DESIGN DIVISION EXHIBIT A GENERAL NOTES: 1. SIGNAL CIRCUITS ARE DESIGNED TO GIVE 20 SECONDS MINIMUM WARNING TIME (MWT), PLUS "1" SECONDS FOR CLEARANCE TIME (CT), PLUS "5" SECONDS FOR BUFFER TIME (BT), PLUS "5" SECONDS FOR EQUIPMENT RESPONSE TIME (ERT) FOR A TOTAL OF 31 SECONDS APPROACH TIME, PRIOR TO TO THE ARRIVAL OF THE FASTEST TRAIN AT THIS CROSSING. 2. TRAFFIC DATA: 7710 ADT AT 45 MPH WITH 40 TRAINS PER DAY AT 79 MPH. 3. CONSTANT WARNING CIRCUITS ARE TO BE USED AT THIS LOCATION. NO UPGRADES ARE REQUIRED FOR CIRCUIT COMPATIBILITY. 4. CONDUIT, FILL DIRT AND CRUSHED COVER ROCK TO BE FURNISHED IN PLACE BY THE RAILROAD COMPANY OR ITS CONTRACTOR AT THE RAILROADS EXPENSE. 5. THE RAILROAD COMPANY OR ITS CONTRACTOR WILL REMOVE AND DISPOSE OF THE EXISTING SIGNALS, FOUNDATIONS AND CABIN. 6. THE STATE OR IT'S CONTRACTOR WILL FURNISH AND INSTALL THE APPROPRIATE PAVEMENT MARKINGS AS OUTLINED ON THE ATTACHED LAYOUT AND STANDARD SHEET AND IN ACCORDANCE WITH THE GUIDELINES IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD). 7. THE STATE OR IT'S CONTRACTOR WILL FURNISH AND INSTALL THE FOLLOWING SIGNS IN ACCORDANCE WITH THE TEXAS MUTCD AND THE STANDARD HIGHWAY SIGN DESIGNS MANUAL FOR TEXAS (SHS0): FOUR (4) Wi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— AAR NUMBERS ON THE SIGNAL MASTS FACING THE ADJACENT ROADWAY IN 2" BLACK LETTERING. 11. THE CITY AGREES TO TRIM AND MAINTAIN TREES AND VEGETATION FOR ADEQUATE VISIBIUTY OF THE CROSSING SIGNALS AND ADVANCED WARNING SIGNS AS ACKNOWLEDGED ON THE TITLE SHEET. 12. THE CONTRACTOR WILL PROVIDE ALL TRAFFIC CONTROL DURING CONSTRUCTION IN ACCORDANCE WITH THE GUIDEUNES IN THE TEXAS MUTCD INCLUDING THAT NEEDED WHILE ROADWAY WORKERS ARE PRESENT. ter. --~ • ' `— 66it00 ............. — W10-1 NE RAILROAD SHALL INSTALL TYPE F (AAR 1489) SIGNALS WITH 20' ARM AND BELL AS SHOWN. 68 00 ..J .—.. O.W. EXISTING ..a111111t11111111111111� V o+� 1 50' FOUL ZONE D7 0 0 HIGHWAY CROSSING SIGNAL WHO GATE TYPE F (AAR 1489) E ram= • W10-1 q-Wob -- — PRECINCT LINE ROAD .yam. '--Q• pW R15-1 THE RAILROAD SHALL INSTALL TYPE F (AAR 1489) SIGNAL WITH 26' ARM AS SHOWN. THE RAILROAD SHALL INSTALL TYPE F (AAR 1489) SIGNAL WITH 16' ARM AS SHOWN. i I_ THE SEAL APPEARIN DOCUMENT W S A J. MARK MAT IS, i *: v J. MARK MATHIS Ptt 86006 ::5 e ttt°A .,C/CENSFO.�-4'.. 4I40S;ONAL e• -' THIS IZED BY 006 ON 08-31-10. �oaa4� .�' Texas Department of Transportation AFC) 2012 Fort Worth District CTC • • CAMPBELL TECHNOLOGY • CORPORATION RAILROAD EXHIBIT A LAYOUT LAYOUT SHEET DM XX CK DN: XX OW: XX ex D:W xX PRECINCT LINE RD. TRINITY RAILWAY EXPRESS DOT #598 350V MP #620.67 SCALE 1' m 50' - -- STATE 1 PROJECT NO - TEXAS 6 STATE 1Ast11n IFrH BR 2007 (557) COUNTY 10111.XSWIM a Kt W. TARR4NT D902 48 660 18Q1fAY Ho. PRECINCT ShfET HO. O0 O0 z z co can mcn Mz mz zit 0z-0 A3zm ann' -`-tom �o2 CO� —1CO m•kl 0a n> 4 _ -c oOP o0) 'ON 193`oud 8. 01 1 CD VS awl M g®� _# CD CZ �• hi CD NoiloiasI nr a 2, r • • oM CO 0 °zK cn 1 dti,•ee 01114 Low • 1 • • • • • • • • • % • • most. • • i:I.. iiii'i�i EE • 1111I. 3lli i i,i 1111111111. ;11:::::Itit1111111 °bailie O orn > C 0 DJ • rn> MZr 1 Div a9 OND = • 0 co 0 0 0 o ON. mm O 0 2m (� O { CO 0 1111:11 [1111111111111 I:11a :44:11111,1111111. 1 1 • • • • $ • • • • • • • • • le I Iwo it$ 1 • • • ▪ mo• ll O 1 1 • • • t • t w 4.4 31}}}i}i:i};i;i:i: iciiE_ . - .....•. -•:.:::::[::: S:B+. :.........:..'...J 4 • • • • • • 0 • • • k XI rn 0 r • z • _ I m • .• 73 i 0 -• d i • c • .. • • S • • • NE▪ I i 1 i 1 l$ t t • VOW avoa1va ..... ` `i''EiGfiikifF :iiYhkw' :• i:i: f0.9G[,Oi1411SI1111,111i 11:10• [:I.11 i 1i 1liIi4J I tt1111111[1111111111:,: i..:111111111.i111.1 O r N a�041 avosMYtl GENERAL NOTES: WORK TO BE DONE BY RAILROAD i,INSTALL TWO 108 FOOT CONCRETE CROSSINGS IN FULL WIDTHS. 2. WELD RAIL CONTINUOUSLY WITHIN THE LIMITS OF THE CROSSING. 3. FURNISH AND INSTALL NON —WOVEN GEOTEXTILE FABRIC WITH 6" PERFORA ILO DRAINAGE PIPE WHERE REQUIRED. 4. REMOVE AND REPLACE EXISTING TRACK BALLAST ON EXISTING TRACK. WORK TO BF DONE BY TX DOT 1. FURNISH AND INSTALL BARRICADES FOR TRAFFIC CONTROL. 2. CONSTRUCT ROADWAY TO PROVIDE SMOOTH AND EVEN CROSSING. 3. FURNISH AND INSTALL PROPER PAVEMENT MARKINGS. 4. FURNISH AND INSTALL SUBGRADE AND 12" SUBBALLAST ON FUTURE TRACK. INSTALL PRECAST CONCRETE PLANKING PRECINCT LINE RD. 0 11 1 I 1 THE SEAL APPEARING ON THIS DOCUMENT WASAUTHOED BY J. MARK MATHIS, P ' .006 ON 08-31-10. "�se11 *:. -'•••.*Ii j*• ' •*JJ J. MARK MATHIS 1 r 86006 ' d e Plop.:mod liq .<iCENst9...,yd Texas Department of Transportation ®2012 Fort Worth District CTC • CAIr1PBELL • TECHNOLOGY • CORPORATION RAILROAD EXHIBIT A PLANKING LAYOUT PRECINCT LINE RD. TRINITY RAILWAY EXPRESS DOT #.598 350V MP #620.27 SCALE P = 20' 0N; )( wn STATE CTC Dtk ICC 6 TEXAS OW. )0( grff COUNTY :1( pl► tnt FT.:!! TdRRdNT PR0ECT NO. BR 2007 (557) Icontalscsntri on NO ne, NO. 2212 48 880 IWYRAY PRECPJCT 'MET H0. nna FUTURE TRACK EXISTING TRACK 10' 15' TEMPORARY 1TYPE "D" HOT MIX ASPHALTIC CONCRETE MAY BE REMOVED BY THE CITY WHEN CROSSING SETTLES 10' If 7" X 9" X 10' WOOD TIE —FASTEN WOOD TIES WITH PANDROL PLATES AND E—CLIPS NON —WOVEN GEOTEXTILE FABRIC AMOCO 4516 OR APPROVED EQUAL (TYPE A) PRECAST CONCRETE CROSSING BY RAILROAD 5'-4" ASPHALT FILLER 5'-4" LGAGE PANEL? 18' 5' _ — 4" 4” FIELD PANEL CENTER HEADER (SEE DETAIL THIS SHEET) #4 © 1'-5" C—C 2.5" TYP — CLASS B CONCRETE 3000 PSI 6" SUBGRADE COMPACTED #4 © 18" C—C CONCRETE HEADER DETAIL NOT TO SCALE 5'-4,. 5' FIELD PANEL GAGE PANEL I 10' 5'-4” FIELD PANEL 12" BALLAST 12" SUB —BALLAST GRADE CROSSING TYPICAL SECTION AT EDGE OF ROAD NOT TO SCALE 00 N FLEX BASE I WORK TO RE DONE BY RAILROAD #3 LONGITUDINAL BARS BENT DOWN Co 1—#4 BARS, LAP 15' #3 BARS, LAP 7' 15' BEGIN TAPER TO 7" CURB 10' �e4 END TAPER TO 7" CURB CONCRETE HEADER (SEE DETAIL THIS SHEET) NON WOVEN GEOTEXTILE FABRIC (TYPE B) 6" DIA PERFORATED U—DRAIN (14 GAGE, PERFORATIONS DOWN) CONCRETE HEADER NOT TO SCALE CD THE SEAL APPEARING ON DOCUMENT WAS AU OR J. MARK MTS, yif `,1 a. *. �� •.*li• e v*: :*d P J. MARK MATHIS ft s It 86006 L :�d It'�,16, KNN5�0.`�J ( SOPA L IS ED BY :' 106 ON 08-31-10. Texas Department of Transportation 1®2012 Fort Worth District CTC • CAMPBELL • 'TECHNOLOGY • CORPORATION. RAILROAD EXHIBIT A RAIL TYPICAL SECTIONS PRECINCT LINE RD. TRINITY RAILWAY EXPRESS DOT #598 350V MP #620.27 H.T.S. ON: XX CK ON: XX OVA XX CK Dw; XX STATE I PRO.ECT N0. 8 TEXAS STM1E VFW I Q1RAY PRECINCT NO HO. NM HO. TARRANT 10902 48 (6801 D05_ COUNTY TYPE II MONO. CURB B.D.W. VARIES 8'TO120' 20' 10' 10' SHOULDER LANE LANE SHOULDER t DITCH VARIES /~ \ / \ I EXISTING ACP \/ EXISTING PRECINCT LINE RD. DITCH VARIES ^\ / \ / \ / / n EXISTING SECTION NOT TO SCALE PARKWAY 28'-4" WIDTH VARIES B—e ROADWAY ci 5' VAR. 14' 11' SHARED LANE BICYCLE LANE w 2.00 %—.. 4 fPGL (EOP) (TYP.) 8.5" CRCP (TYP.)—/ 4" ACP (TYP.) 8" LIME TREATED SUBGRADE (TV.) 1 10'-6" 10'-6" 11' 14' VAR. LANE SHARED BICYCLE LANE �T (;PRECINCT LINE RD R.O.W. IVARIES 110' T¢ 120' \/ 21' 28'-4" PARKWAY i • MECIAN B-8 ROADWAY 1 WIDTH VARIES-Ao3 ID VAR.' 5, fiFri FF. OFF. o. W 4" RI RAP (YP.) PROPOSED PRECINCT LINE RD. — FULL MEDIAN TYPICAL SECTION NOT TO SCALE 2 (TYP.) TYPE II,� MONO. CURB THE SEAL APPEAR NG N THIS DOCUMENT WAS ' T ORIZED BY J. MARK MAyHI'�P - 80006 ON 08-31-10. i v J. MARK MATHIS C 86006 ;4 d fIt°A:.,t/CENSER *4*.! 110 `;IONA L "" Asa... "tr Texas Deportment of Transportation M©2012 Fort Worth District CTC • CAMPBELL • TECHNOLOGY • CORPORATION RAILROAD EXHIBIT A TYPICAL ROADWAY SECTION PRECINCT LINE RD. TRINITY RAILWAY EXPRESS DOT #598 350V MP #620.27 N.T.S. ON: XX CX ON: XX 8 OBC XX p57- CK OIk YY PTV STATE I PROJECT N0. TEXAS 0R 2007 (557) CW . SCIWi JOB COUNTY Bo. NO. NO. TARRANT 0902 48 880 MAIM PRECPICT RUT GENERAL NOTES: WORK TO BE DONE BY RAILROAD 1. EXISTING SIGNALS AND CABIN TO REMAIN IN PLACE AND OPERATIONAL DURING PHASE ONE OF ROADWAY CONSTRUCTION. 2. INSTALL ONE 108 FOOT CONCRETE CROSSINGS IN FULL WIDTH ON EXISTING TRACK. 3.INSTALL CONDUIT RUNS PER RAILROAD SIGNAL DESIGN PLANS. 4.INSTALL FOUNDATIONS PER RAILROAD SIGNAL DESIGN PLANS IN MEDIANS AND NW QUADRANT. WORK TO BE DONE BY TX DOT 1. ROADWAY WORK INCLUDING GRADING AS SHOWN IN AREA UNDER CONSTRUCTION. 2.INSTALL TEMPORARY ASPHALT IN FUTURE TRACK AREA. TEMPORARY ASPHALT 50' FOUL ZONE \ zeo, &1l3Av~ AAAr EXISTING GATE 1 0 0 00 PR'�C�NCT LINE ROAD EXISTING GATE v/I/A AREA UNDER CONSTRUCTION TEMPORARY ASPHALT THE SEAL APPEARIN DOCUMENT WAS A J. MARK MATHIS, *: [ i J. MARK MATHIS s 90 86006 • N• 140,cF1 cENSEa_'(.`,�y��< t��`QO4 4sC>Ga ON THIS IZED BY 8008 ON 08-31-10. —J� Texas Department of Transportation ,©2012 Fort Worth District CTC s CAMPBELL • TECHNOLOGY • CORPORATION RAILROAD EXHIBIT A PHASE 1 WORK ZONE PRECINCT LINE RD. TRINITY RAILWAY EXPRESS DOT #598 350V MP #620.27 SCALE 1' = 50' ON: XX CX ON: XX 0YA XX FNALL 6 STATE STATE PRO.ECT N0. TEXAS 8R 2007 (557) COUNTYsonew ' NO NTI4NAY HO. PRECINCT SEAT ua OW XX F1W I TARRANT 109021 48 1680 GENERAL NOTES: WORK TO BE DONE BY RAILROAD 1. INSTALL NEW CABIN IN NW QUADRANT AS INDICATED. 2. INSTALL SIGNAL WITH GATE ARM IN NW QUADRANT AS INDICATED. 3. INSTALL SIGNAL WITH GATE ARM IN SOUTH MEDIAN CONFIGURED FOR TEMPORARY USE. 4, REMOVE EXISTING SIGNALS & EXISTING CABIN FROM PHASE 1 5. INSTALL FOUNDATION IN SE QUADRANT PER RAILROAD SIGNAL DESIGN PLANS. 6. REMOVE TEMPORARY ASPHALT FROM FUTURE TRACK AREA- 7. INSTALL FUTURE TRACK AND BALLAST. 8.INSTALL 108" TRACK SURFACE FOR FUTURE TRACK. 9. REMOVE UNNEEDED CROSSING PANELS ON EXISTING TRACK_ WORK TO BE DONE BY STATE 1. FURNISH AND INSTALL SIGNS AND PAVEMENT MARKINGS AS INDICATED. W10-1 ROM SIO i P i; : • ',v v' 4 h.7.7#7 fait . TEMPORARY STOP BAR • • , _ 50' FOUL ZONE i 1 I 0 O REMOVE PANELS I le 1 i i ............ ......_ .. ,,,,,,..........,,5,,,,v,,,,,,, ----- - PRECINCT LINE ROAD ..........«......-R.QW..... 71±00 pu X X1 AREA UNDER CONSTRUCTION THE SEAL APPEARI G O. THIS DOCUMENT WAS THIZED BY J. MARK MM HI P. /86006 ON 08-31-10. ROAD CLOSED i *. •iS *j° r J. MARK MATHIS e s r• Pf p.•�< 860069`�-4,� `O -% oOs4 — r 4' Texas Department of Transportation ,® 2012 Fort Worth District CTC • CAMPBELL TECIINOLOGY • CORPORATION RAILROAD EXHIBIT A PHASE 2 & 3 WORK ZONE PRECINCT LINE RD. TRINITY RAILWAY EXPRESS DOT #598 350V MP #620.27 SCALE 1' = 50' ON: XX• CK 0N: XX 6 O1Y. XX b5v e. ¢'x OWN` WX F?41 STA1E PRO,ECT N0. TEXAS I BR 2007 (557) COUNTY 2CDQi I ..CO T PRANT 090: 48 680 HHHWAT HO. PRECINCT SKIT 140. on8 GENERAL NOTES: WORK TO BE DONE BY RAILROAD 1. INSTALL NEW SIGNAL WITH GATE ARM ON NORTH MEDIAN CONFIGURED FOR TEMPORARY USE. 2.INSTALL SIGNAL WITH GATE ARM IN SE QUADRANT AS INDICATED. 3. REMOVE GATE ARM AND BAG SIGNALS IN NW QUADRANT. 4. REMOVE GATE ARM AND 8AG SIGNALS IN SOUTH MEDIAN. WORK TO BE DONE BY STATE 1. INSTALL TEMPORARY BARRICADES AS INDICATED.. 2. INSTALL TEMPORARY CHANNELIZING DEVICES. 3. FURNISH AND INSTALL SIGNS AND PAVEMENT MARKINGS AS INDICATED. deo .r — • / i13'1 gn4 gAR FRO%�/y .. ...,...........•-•--• ........: MQ1 1 OVO} lIYH '2111 .� .--- \-1EMPORARY —► STOP BAR It PRECINCT LINE ROAD 4 TEMPORARY 1• _ W10,BAR FROh1'� ROAD CLOSED j BARRICADE CHANNELIZING DEVICES DN: XX CK DN: XX Ott XX iK flW XX THE SEAL APPEARING OWN THIS DOCUMENT WAS AjJTHpRIZED BY J. MARK MAT 88006 ON 08-31-10. j. E�FTF.. a •.*I,J °v J. MARK MATHIS s t if A; trt.0% .ClCENStiO.`rtC•� 86006w�% Texas Department of Transportation %®2012 Fort Worth District C rI[_t c.AmmomiL •'TECHNOLOGY • CORPORATION RAILROAD EXHIBIT A PHASE 4 WORK ZONE PRECINCT LINE RD. TR/NI7Y RAILWAY EXPRESS DOT #598 350V MP #620.27 SCALE 1' 50' STATE PRQECT NO. COUNTY wt. H!A TEXAS BR 2007�cetsm (557) I '� ut 2 xD ,',,,,'ANT 109021 48 IUD MUM DYAD. 6 STATE FI' HOMY ND. PRECINCT MILT "0 Wig QENERAL NOTES: WOR__K �p DONE BY RAILROAD 1. RECONFIGURE MEDIAN GATES AS INDICATED. 2•HANG GATE ARM AND REMOVE BAG FROM SIGNAL IN NW QUADRANT. WORK TO BE DONE BY STATE 1. REMOVE TEMPORARY WIO-1 SIGNS AND TEMPORARY PAVEMENT MARKINGS. 2. FURNISH AND INSTALL SIGNS AND PAVEMENT MARKINGS AS INDICATED, 3. REMOVE CHANNELIZING DEVICES AND BARRICADES. 0 f PRWOSED R.O:MC .YdP .,,...., n......: EXIS(1HG R ti iT ...�i i:: 'i.. mrrrrrrrrrwwor.rrrrrr; :::::::::::i::::::::::::. i:::i,. rrrr+rrY .r ....�:, rrrwmrrrrrrr wr :::r •ur :::a,,,,r:::..aau....ru,,,, :::::.u:::: i::""' ''''''' ::::: ....... ur. s i.. r rrrrrrmrrrrrrrrrrr ._.1...rrrwwrar.rpprm//a�r��ryyw..rsrr.rw.r.rrwrrr.w.rrrrwm.r f 11.K1I� 72+00 •�• Ill"" ,at.a .•• • PRECINCT LINE ROAD CK ON: OW; CK OH: THE SEAL APPEARING DOCUMENT WAS AU J. MARK M N TH13 ORIZED 8Y 86006 O N 08-31_10. Texas Department of Tronsportotion ©2012 Fort Worth District LCTc • • CAAMPBELL TEC[INOLOGY • CORPORATION RAILROAD EXHIBITA LAYOUT PHASE 5 WORK ZONE PRECINCT LINE RD. TRINITY RAILWAY EXPRESS DOT #598 350V MP #620.67 SCALE 1' m 50' XX 1w. ISTATE / PRO.ECT NO. XX ST xas 1 BR 2007 (557 ST XX COUMy XX FTW TARRAN7 "Tr I w j PRECINCT p xa ei TLO 0>3 CO OU+ TOE C+L LL 04-C T+ z— _w -.OL ac0 P Uin 0� 4-LV OOL LCO aww c dOL coo co L FL O •0 00- w w4a- 4-0 o n w }gg LLO > n° a' CL (0a0 o++ 00 0 w1-o w�XV +o +00 01- v0 0c0 1L-.Y w DISCLAIMER: WW 1--1 a.-: OW 9' 411 k- I11/2" Back R15-1 Blade Detail "LL �H}OLES 3�2 , 45 48" I ' 9" C 1, We Front Legend - Black Background - White 18%2 " y i174" 51/2"D -Mt;.174" V2') '.11 1y4" 6 5%2"D VA"" Reflective Two double faced blades are required for each sign. 1.0" .718u 'I I-R=. 25" Blade cross section ASTM B221 aluminum alloy 6061-76 or 6063-T6 R1 Multip Sign Legend Background 5-2 le Track Detail - Black - White Reflective R15-4 Report Sign Legend - Black Background - White Reflective ,a 9 11 12" i TO REPORT 4 EMERGENCY 12 " OR OTHER PROBLEM CALL 1100•XXX-XXXX CROSSING NO. 123456A 1 1_'( %8" I-13T Reporting Sign (For use at passive crossings) Legend - White Background - Blue (Railroad to provide sign with telephone reporting number) 11/4 " awe 1 9.0" .091" T '1 9"-Al 9" 51/2 "D y1 1 N " Ye" %6 " HOLES -4 il3=.117" )4 1 . 234" T - : 27" 24" 21/2 4"D 1%2"R 2„ REPORT iIROBLEMS 11Y4 Rc TO 1400d7772-Y YY 7,1Yec T174 "C 2" T 1%2" %" HOLES 11/8n 34' D 3/4 f1 1/4 D /4 " 2"C 2"C 2"C 34" 1'. n ,T 2"C 2"C 2"C Spacing for DOT-AAR number (See Note 6) 02 34g6A Ti 0 ov m E- 2 Multidirectional Reflector (See Note 9) The height of the support may vary up to six inches below the top of the sign. Friotion Cap METAL WASHERS 5' Edge of Pavement th- R15-2 (Omit for single track crossings) 2' min. Multidirectional white reflective strip to bottom of signs mounted on front and back of support pole. 44m Nominal diameter steel pipe or 4'x6' wood post 2'mox Assembled Elevations RAILROAD CROSSBUCK SIGN INSTALLATION (NEW POLE AND FOUNDATION)(R15-1) Triangular Slipbase Components We" structural bolts (3), nuts (3), and washers (6) per ASTM A325 or A449 and galvanized per Item 445 Galvanizing.' Bolt length le 21/2 ". Stub 1 . ..;;•.. .. manufacttrere recommendations. 12" Dia Installation procedree aholl be provided to the Engineer by Ca trootor. SM RO SGN ASSM TY XXXXX(X)SA(X-XXXx) Ilk inch Dia. (typ) 0~ Direction s4Ry 6"' of Traffic 1 18" Drilled support for optional use of 4"x6" wood support post (For use at passive crossings only.) 1 Poet Schedule 80 Pipe Slip Bose Boit Keeper Plate Washers if required by �✓ manufacturer NOTE There are various devices approved for the Triangular Sllpboee Carponente. Please reference the Material Producer List Craehworthy (mall roadside elgt supports for approved of slip base systems. The devices shall be Installed per LATERAL CLEARANCES FOR SIGNS HIGHWAY CROSSING SIGNAL AREMA C&S MANUAL Part 3.1.25 (Figure 3135.1) Edge of Paved Shoulder R15-1 R15-2 R15-4 6' Usual 4" max. HIGHWAY CROSSING SIGNAL CANTILEVER SPAN AREMA C&S MANUAL Part 3.1.25 (Figure 3135.1) Length varies Extra Lights Optional for Lengths over 20' Edge of Pavement R15-1 ( R15 2 TRACKS U § R15-4 12' Usual with Unpaved Shoulder 6' Usual Edge of Paved Shoulder HIGHWAY CROSSING SIGNAL WITH GATE AREMA C&S MANUAL Part 3.1.25 (Figure 3135.1) Length Varies Specify Dimensions A,B,C & Length t of �Itghts� E—A—> B 14C C--91 Sow ASEMMEMP 3'-6' min 4'-6' max Iv ` ti Pavement 16 inch alternate reflective red and white. Both sides. R15-1 R15 2 R15-4 Moat Mounted Meohanlam 6' Usuoi Edge of Paved Shoulder 1 cx eg F of c pxp E E ground level max.ground level End of Counterweight Arm 1 / 55' mom I _-l> 11,112moi•I t Iir- - - Pedestal 1I < — Mounted 1 111 1 Mechem I am m t_; Ll tmax. 30' 1", 1%2"R 94., n 3% R O 4"D i 21�4„ RAcKs .4 354" R8-8 24" x 30" DEPARTMENTAL MATERIAL SPECIFICATIONS ALUMINUM SIGN BLANKS SIGN FACE MATERIALS USAGE COLOR BACKGROUND BLUE BACKGROUND WHITE LEGEND & BORDERS WHITE LEGEND & BORDERS BLACK DMS-7110 DMS-8300 SIGN FACE MATERIAL TYPE C SHEETING TYPE D SHEETING TYPE C SHEETING ACRYLIC NON -REFLECTIVE FILM GENERAL NOTES 1. All signals and installations shall conform to the American Railway Engineering and Maintenance of Way Associotion(AREMA) Communications & Signals Manual of Recommended Practices, Volume 1, Section 3. 2. Unfinished metal parts shall receive a prime coot of point and a finish coat of aluminum point. Finished aluminum parts will not require painting. 3. Railroad Company standard type signal foundations may be used. Concrete foundation surfaces exposed to view shall be finished by rubbing with a carborundum stone or equal abrasive until a smooth uniform appearance results. 4. Top of foundation to be at the same elevation as the traveled way and no more than 4 inches above the surface of the ground. 5. Any existing crossbuck sign which is in poor condition, does not conform to the Texas 'Manual on Uniform Traffic Control Devices", or is not located in accordance with the plans shall be replaced and/or relocated. 6. The designated DOT-AAR number shall be placed on all crossbuck sign and signal supports at each crossing as shown on the adjacent sketch, "DOT-AAR NUMBER'. At Passive crossings (un-signalized),see RCSS(2)-09.The Emergency Report sign (I-13T) shall be Blue background with White legend. The sign shall be mounted facing the roadway. The sign text should convey a clear and simple message that Is visible to anyone stalled or disable on or near the railroad tracks, and to anyone reporting other problems. At Active crossings (signalized), the Emergency Report sign (R15-4) shall be White background with Black legend. The sign shall be mounted facing the roadway approach. The Railroad may also stencil the number on the sign or signal support post using Black paint. 7. A crossbuck sign should be erected for each roadway approach and should normally be located on the right-hand side. See Standard Sheet RCPM for details. Minimum lateral clearances should be maintained between the railroad and highway, but exact locations shall be as directed by the Engineer. A crossbuck and R15-2 sign, indicating the number of tracks, should be installed at multi -track crossings (adjacent trucks separated by less than 100 feet). 8. Sign bionks shall be one piece 0.080 inch thick sheet aluminum alloy conforming toDMS-7110, Aluminum Sign Blanks. 9. Multidireotional reflectors shall be white reflective sheeting with pressure sensitive adhesive conforming with Departmental material DMS - 8300, Sign Face Material ground level IN Texas Department of Transportation Traffic Operations Mean RAILROAD CROSSING SIGNS AND SIGNALS ©TxDOT August 2005 4-92 REVISIONS 8-95 4-98 8-09 RCSS (1 ) -09 M.: TXDOT ICK: TXDOT 9r<: TXDOT ICK: TXDOT Cu.T SECT Jug "ICRRA1 0902 48 539, etc. I CS "IST CWhTY SWEET KU. FIW 1 TARRANT ( 11 1 -16 CO3 ° C O 000- im-28 0+4- LL 04-- C T+ °O= c0 —O aL 0w0 m0 +LV 0 LCO a Ow C} LOW (V00 OL 000 tsJXL I- L XLC m- ' 0 00 4)494- +go T !It o 74- °)Cc 00+0 L vr0+0 000 ONC co T} LSO + 0 O off- wwl- -0 0c0 FY O DISCLAIMER: WW < I -I OIL (J 1 0' 4 inch solid yellow d k" 60' Centerline of �l foundation Two Lane, Two -Way 1> E> 1 0' t 4 inch broken white 1 60' Undivided Multilane Roadway E> 4 inch broken yellow G 4 inch solid yellow 8 inch solid white C l l a Centerline of r\ foundation 4 inch solid yellow 50' MIN. d k b C 60' Centerline of foundation Two -Way Left Turn Lane (TWLTL) R15-1 Assembly R15-1 Assembly R15-1 Assembly a = 12 feet minimum, 15 feet usual, if active warning devices are present. Distance 'a" should be measured from the centerline of * R15-1 assembly to the center- line of nearest track. b= Stop lines should be approximately 8 feet in advance of the active warning devices. Stop line should be approximately 15 feet tram near rail if only passive devices (R15-1, plus R15-2 when applicable) ore present. C 15 feet desirable minimum. R15-1 should be placed between stop line and rails with adequate distance provided for "a". 39. d= Approach Desirable Speed(mph) Placement (feet) 20 25 30 35 40 45 50 55 60 65 70 190 290 415 515 615 715 815 915 1065 1165 1215 4444 Local conditions may require alternate placement locations. :,t 31/4 t I ---) 281/2" 11%2" 28%2" <-31/4 " 6" It T 24" 16" IHI 3. 3' 6. 6' 24" T 1 6' 18" 1 78" \4 ilk 20' 24' 181/4"R 7"R i 1 01/4 t t 7"R H 181/4"R 5%4 " To be placed as shown in typical details when pavement markings are installed. Where Pavement Placement of the Hi Warning sign shall and Table 2C-4 Condi W10-1 ESTIMATED QUANTITIES (for Contractor Information ONLY) 24 INCH WHITE TRANSVERSE MARKINGS AND STOP LINES No. of Approach Lanes (Include TWLTL) LANE WIDTH (FT) 11 12 13 14 1 33 36 39 42 2 66 72 78 84 3 99 108 117 126 4 132 144 156 168 4 INCH SOLID YELLOW NO PASSING LINE - "d" - 'a" + 70 For: Two Lane, Two -Way, Single Lane Approach per Direction 8 INCH SOLID WHITE LANE LINE • "d" - 'o" + 70 For: Two -Way or One -Way Traffic, 2 or More Approach Lanes in Same Direction (Do NOT Include TWLTL) GENERAL NOTES 1. The pavement markings on an approach to a railroad grade crossing shall consist of: a. The RR Xing symbol, b. Three transverse 24" lines, and c. Lone lines: o solid no passing line for two-way traffic approaches, or solid lane lines for multilane approaches. 2. Identical markings shall be placed in each approach lone on all paved approaches to highway -rail grade crossings where signals or automatic gates are located, and at all other highway -rail grade crossings where the posted or statutory highway speed is 40 mph or greater. Pavement markings shall not be required at highway -rail grade crossings where the posted or statutory highway speed is less than 40 mph, or in urban areas, if an engineering study indicates that other installed devices provide suitable warning and control. 3. For bidding purposes, the RR Xing symbol will be measured and paid for as for each lane in place. The transverse markings and lane lines will be measured and paid for by the linealfoot. 4. Centerlines shall be yellow, other markings shall be white. 5. Approach lanes less than 8 foot width shall NOT hove markings. 6. Markings should NOT be placed where less than 110 feet of approach roadway is available for placement, 7. RR Xing symbols should be placed approximately In the center of the approach lane. 8. All transverse markings, including stop lines, shall be placed at right angles to the centerline and across all approach lanes. 9. Existing non-standard markings shall be removed to the fullest extent possible so as not to leave a discernable marking, by any method approved by the engineer. OVERPAINTING WILL NOT BE ALLOWED. 10. Additional markings and placement details may be found in the TMUTCD, Appendix H. 11.The Engineer may require additional longitudinal markings if the distance between the stop lines is greater than 80 feet. Markings are not required across or between the rails unless specified elsewhere in the plans. R15-1 Assembly May consist of one or more of the following: markings are not installed: ghway-Rail Grade Crossing Advance be in accordance with Chapter 2A tion (B) of the TMUTCD.(see note#2) R15-1 R15-2 R15-4 Crossbuck Sign Multiple Track Sign Report Sign Mast Flashers Cantilevers Gates Texas Department of Transportation Traffic Operations Division RAILROAD CROSSING PAVEMENT MARKING TYPICAL DETAILS RCPM-09 © TxDOT August 1990 19ti: TXDOT I CK: TXDOT i 9w: TXDOT I CI: 4-92 REVISIONS 8-95 2-96 8-09 Cu.T SECT JU9 0902 48 539, etc. LIST CW,TT FCW TARRANT PIM : TXDOT HIGInrt1 CS SHEET I.U.