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HomeMy WebLinkAboutContract 60420CSC No. 60420 AGREEMENT NO. R-023727 PEDESTRIAN TRAIL MAINTENANCE AGREEMENT This Agreement ("Agreement") is made by and between DALLAS AREA RAPID TRANSIT ("DART"), a regional transportation authority created, organized, and existing pursuant to Chapter 452, Texas Transportation Code, with offices at 1401 Pacific Avenue, Dallas, Texas 75202, acting on its own behalf and on behalf of FORT WORTH TRANSPORTATION AUTHORITY, d/b/a TRINITY METRO ("Trinity Metro"), a regional transportation authority created, organized, and existing pursuant to Chapter 452, Texas Transportation Code, with offices at 801 Grove Street, Fort Worth, Texas 76102, and the City of Fort Worth ("COFW"), a Texas home rule municipal corporation, located at 200 Texas Street, Fort Worth, Texas 76102. Dallas Area Rapid Transit and Trinity Metro jointly conduct commuter rail operations between Dallas and Fort Worth, Texas under the assumed name Trinity Railway Express ("TRE"). Pursuant to the Second Restated Interlocal Cooperative Agreement between Dallas Area Rapid Transit and Trinity Metro, dated April 13, 2021, Dallas Area Rapid Transit is authorized to execute certain agreements on behalf of the THE Entities. All references to "DART" in this Agreement and any exhibits to this Agreement shall mean and refer to both Dallas Area Rapid Transit and Trinity Metro, individually and collectively, in their capacities as joint operators of TRE. Dallas Area Rapid Transit is executing this Agreement on its own behalf and on behalf of Trinity Metro, as Trinity Metro's authorized agent under the Second Restated Interlocal Cooperative Agreement. All rights, remedies, benefits, and obligations under this Agreement inuring to Dallas Area Rapid Transit shall also inure to Trinity Metro in the same manner as if it were itself executing this Agreement. WHEREAS, on December 27, 1999, COFW, DART, Trinity Metro, and the City of Dallas executed an interlocal agreement ("ILA") to effect the transfer of all of the City of Dallas and COFW's respective rights, title, interests, obligations, and responsibilities in and to the railroad corridor between Dallas and Fort Worth, Texas (the "Corridor") to TRE; and WHEREAS, the ILA provides that COFW shall have the right to use portions of the Corridor and to cross the Corridor with governmental infrastructure; provided, however, that such use and crossing rights shall not unreasonably interfere with TRE's rights and uses of the Corridor; and WHEREAS, the ILA provides that, except with regard to existing at -grade crossings, COFW shall bear the entire cost and expense of designing, installing, constructing, reconstructing, repairing, operating, removing, replacing, and maintaining its new facilities within the Corridor; and WHEREAS, COFW plans to install, and maintain: (a) a twelve (12) foot wide concrete trail with two (2) foot wide turf shoulders, (b) TRE-approved fencing with no -trespassing signs attached to the fencing only within the Corridor, (c) a storm drain line with rip -rap for discharge and a culvert and (d) solar lighting at four (4) locations as shown in Exhibit "A" (described below) (the "Permitted Improvements"), first crossing the Corridor just west of southbound SH-360 at Mile Post 628.15 (Latitude: 32.817511, Longitude:-97.059370) in Fort Worth, Tarrant County, Texas, and later crossing under the THE bridge structure just east of CentrePort Station at Mile Post 628.57 (Latitude: 32.816941, Longitude:-97.051561) also in Fort Worth, Tarrant County, Texas, more particularly described as shown in nine (9) Halff Associates Veloweb plan sheets entitled "Trinity Blvd/Elm St. to THE CentrePort Rail Station", numbered 3, 64, 65, and 75 thru 80 and submitted for letting on August 31, 2023, attached hereto as Exhibit "A" and incorporated herein for all pertinent purposes, (the "Property"); and WHEREAS, THE and COFW (individually referred to herein as a "Party" or collectively as "Parties") desire to enter into this Agreement concerning the future maintenance of the Permitted Improvements; and NOW THEREFORE, for and in consideration of the performance of the promises made by the Parties OFFICIAL RECORD City of Fort Worth — CentrePort Trail Phase I 1 of 5 CITY SECRETARY Mile Post 628.15 to 628.57 FT. WORTH, TX herein and other good and valuable consideration, the Parties agree as follows: I. Term. 1.1 This Agreement shall be effective on the date last signed by a Party ("Effective Date") and shall continue in effect until either Party provides thirty (30) days' written notice of termination. II. Maintenance and Security of the Permitted Improvements. 2.1 THE Maintenance. THE is solely responsible for maintaining the Corridor for its commuter rail operations, but shall not be responsible for maintenance or repair of any of the Permitted Improvements. 2.2 COFW Maintenance and Repair. COFW shall be solely responsible for maintaining and repairing the Permitted Improvements, including the payment of all associated costs. COFW shall maintain the trail within the Corridor as described on the attached Exhibit `B" (COFW Park & Recreation Department Trail Maintenance Manual) and additionally maintain, repair and replace, if damaged, all the other Permitted Improvements described in the Agreement. Maintenance shall also include trash and graffiti removal within the width of the Corridor where there are Permitted Improvements. COFW shall coordinate with THE and obtain TRE's written approval prior to entering onto the Property to perform repairs or maintenance work as provided in Section 2.4. 2.3 Security. COFW may, in the future, install additional fencing along Permitted Improvements or implement additional security measures for the Permitted Improvements at its sole cost; provided, however, THE must approve the materials and design of such fencing and other security measures in advance. COFW shall maintain any fencing constructed as described in the Agreement. 2.4 Permission to Access the Propertv. THE hereby grants COFW permission to enter onto the Property for the limited purpose of fulfilling its maintenance and repair obligations under this Agreement and, if approved by THE in advance, installing fencing and providing other security measures for the Permitted Improvements; provided, however, COFW must first coordinate with THE and obtain TRE's written approval prior to entering onto the Property. 2.5 Future Coordination. COFW and THE shall coordinate for any other modifications or additions to the Permitted Improvements. COFW understands and agrees that future modifications or additions to the Permitted Improvements may require the execution of a supplemental agreement and/or contractor's right of entry agreement. III. Additional Consideration. 3.1 Additional consideration for granting the installation and maintenance of the Permitted Improvements shall be (a) TEN AND NO/100 ($10.00) DOLLARS cash in hand paid by COFW to DART, the sufficiency and receipt, of which is hereby acknowledged, and (b) the faithful performance by COFW of all of the covenants and agreements undertaken by COFW in this Agreement. IV. Insurance 4.1 Reauired Insurance. Prior to entry onto the Property, COFW shall procure and maintain, at its sole cost and expense, commercial general liability insurance in the following form and amount: a. Per occurrence limit of at least $2,000,000 b. Primary and non-contributory endorsement City of Fort Worth — CentrePort Trail Phase I 2 of 5 Mile Post 628.15 to 628.57 c. Endorsement naming DART, Trinity Metro, and their respective directors, officers, representatives, contractors, agents, and employees as additional insureds with respect to ongoing and completed operations without qualifications or restrictions d. Endorsement waiving the issuing insurance company's rights of recovery against DART and Trinity Metro, whether by way of subrogation or otherwise e. The form of coverage and insurer(s) must be satisfactory to TRE. 4.2 Self -Insurance Alternative. Alternatively, COFW may provide all or part of the insurance coverage required by this Agreement through self-insurance. Upon DART's request, COFW shall provide documentation demonstrating satisfactory coverage. V. INDEMNITY AND SHIFTING OF RISK. 5.1. To the extent permitted by law and without waiving its sovereign immunity, COFW agrees to RELEASE, DEFEND, HOLD HARMLESS, AND INDEMNIFY DART, TRINITY METRO, and their respective directors, officers, employees, contractors, agents, and representatives (collectively "Indemnitees") from and against all liabilities, losses, damages, claims, costs, and expenses (including attorney's fees) for bodily injury or death to any person and for damage to, loss of, or loss of the use of any property arising out of or resulting from COFW's (including COFW's employees, subcontractors, agents, or invitees) entry onto the Property, performance under this Agreement, or breach of any of the terms of this Agreement — except to the extent proximately caused by the negligence or intentional misconduct of one or more Indemnitees. Additionally, to the extent permitted by law and without waiving its sovereign immunity, COFW shall INDEMNIFY, DEFEND, AND HOLD INDEMNITEES HARMLESS against all costs, expenses, claims, and liability related to any environmental contamination and related clean-up of the Property resulting from COFW's use of the Property under this Agreement. 5.2. In the event any part of the provisions of this Indemnification section are determined by statutory authority or judicial decision to be void or unenforceable, then this section shall not fail in its entirety, but will be enforceable to the greatest extent permitted by law. This Indemnification section and all other indemnification provisions shall survive the termination of this Agreement. 5.3. Nothing contained herein shall ever be construed so as to require COFW to assess, levy and collect any tax to fund its obligations under this section. Article XI Section 5 of the Texas Constitution provides that a city is prohibited from creating a debt unless the city levies and collects a sufficient tax to pay the interest on the debt and provides a sinking fund. COFW has not and will not create a sinking fund or collect any tax to pay any obligation created under this section. VI. Miscellaneous. 6.1. Notice. Notices permitted or required by this Agreement shall be in writing and shall be deemed delivered when hand delivered or when placed, postage prepaid, in the U.S. mail, certified, return receipt requested, and addressed to: COFW at the address set out in the first paragraph of this Agreement; and THE at 1401 Pacific Avenue, Dallas Texas 75202, Attn: Railroad Management. Either Party may designate a different address for receipt of notice by giving written notice of such change of address. 6.2. Assiiumnent. COFW shall not, absent TRE's prior written consent, assign or transfer its rights under this Agreement in whole or in part. 6.3. Govemine Law. This Agreement shall be construed under and in accordance with the laws of the City of Fort Worth — CentrePort Trail Phase I 3 of 5 Mile Post 628.15 to 628.57 State of Texas. Any action brought by a party to enforce any provision of this Agreement shall be commenced in a state district court of competent jurisdiction in Tarrant County, Texas. 6.4. Entirety: Amendments. Counterparts; Exhibits. This Agreement embodies the entire agreement between the Parties and supersedes all prior agreements and understandings, if any, relating to the Property and the matters addressed herein. This Agreement may be amended or supplemented only by a written instrument executed by the Parties. The Parties may execute this Agreement in multiple originals and when taken together, those originals constitute a whole. Exhibits "A" and "B", referenced in this Agreement, are fully incorporated herein for all intents and purposes. 6.5. Parties Bound. Third -Party Beneficiaries. This Agreement shall be binding upon and inure to the benefit of the Parties and their respective heirs, personal representatives, successors and assigns. There are no third -party beneficiaries to this Agreement and none are intended 6.6. No Joint Enterprise. The Parties do not intend that this Agreement be construed as finding that the Parties have formed a joint enterprise. The purposes for which each Party has entered into this Agreement are separate and distinct. 6.7. Severability. If any provision of this Agreement is determined to be illegal or unenforceable in any respect, such determination will not affect the validity or enforceability of any other provision, each of which will be deemed to be independent and severable. 6.8. No Waiver of Governmental Immunitv. By entering into this Agreement, THE and COFW do not waive or diminish any immunities, protections, or defenses available to them, including by example and without limitation, governmental immunity and statutory caps on damages. 6.9. Signature Authoritv. Each of the individuals signing this Agreement warrants that he or she is duly and properly authorized to execute this Agreement on behalf of his or her respective Party. [Signatures on following page.] City of Fort Worth — CentrePort Trail Phase I 4 of 5 Mile Post 628.15 to 628.57 DART: CITY OF FORT WORTH: By: C�P� Name: Jesica McEachem Title: Assistant City Manager Date: Nov 6, 2023 APPROVAL RECOMME�Nq;DED: SY BY: Caitlin Holland Vice President, Real Estate & Economic Development Date: By: Name: Richard Zavala Title: Director, Park & Recreation Department gd44Unn� ATTEST: p �►°° ..... . !y�9dd �o o Ovo o=d b � `' dawn nEXA?o4p o By: Name: Jannette S. Goodall Title: City Secretary CONTRACT COMPLIANCE MANAGER: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. By: v X \ Name: Jing Yang, RLA, AICP Title: Real Property Manager APPROVED AS TO FORM AND LEGALITY: ✓(9��izeus ���� By: Name: Matthew A. Murray Title: Assistant City Attorney CONTRACT AUTHORIZATION: M&C: N/A M&C Approved: N/A Form 1295: N/A OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth — CentrePort Trail Phase I 5 of 5 Mile Post 628.15 to 628.57 Docul Enve ape ID: D43E5DD9-E270-4E6D-A769-82875302FC61 FINAL PLANS NAME OF CONTRACTOR: DATE OF LETTING: DATE WORK BEGAN: DATE WORK COMPLETED: DATE WORK ACCEPTED: SUMMARY OF CHANGE ORDERS: MAYOR MATTIE PARKER CITY MANAGER DAVID COOKE WORK WAS COMPLETED ACCORDING TO THE PLANS AND CONTRACT. P.E. Signature of Registrant & Data DATE: EXHIBIT 'A" - PEDESTRIAN TRAIL MAINTENANCE AGREEMENT (Sheets 3, 64, 65, 75-80) STATE OF TEXAS DEPARTMENT TM1EIa T OF TRANSPORTATION PLANS OF PROPOSED HIKE AND BIKE TRAIL (PHASE 1) CITY OF FORT WORTH PROJECT NO.100082 CSJ:0902-90-050 PROJECT NO. CM 1702(840) FoeTWORTH -�,r-_ VEL_OWEB TARRANT COUNTY LIMITS: FROM TRINITY BLVD / SKYVIEW DRIVE TO THE/DART CENTRE PORT STATION BID ALTERNATE 1 TRAIL = 560.09 FT. = 0.106 MI. BID ALTERNATE 2 TRAIL = 2939.38 FT. = 0.557 MI. TOTAL LENGTH OF PROJECT = _ BRIDGE = 100.00 FT. = 0.019 MI. BASE BID TRAIL = 4732.67 FT. = 0.896 MI. TOTAL = 8332.14 FT. = 1.578 MI. TYPE OF WORK: FOR THE CONSTRUCTION OF A SHARED USE TRAIL BEGIN TRAIL A CONSISTING OF: GRADING, DRAINAGE, PEDESTRIAN BRIDGE, AND RETAINING WALLS. CSJ 0902-90-050 TRM END TRAIL D , CSJ 0902-90-050 END TRAIL A TRM -' BEGIN TRAIL B CSJ 0902-90-050 t_ r TRM END TRAIL B - CSJ 0902-90-050 TRM END TRAIL C 3 _ 'A', BEGIN TRAIL D pd_SET CSJ 0902-90-050 TRM© O 1 �• _ 1 1 INSETE'A TARRANT COUNTY c 0 0.5 1.0 n l e Venn L� II II II m �,rsi �zr r —_ - SCALE — FORT WORTH DISTRICT (For each case below, list by station number and lengths. Show os NONE if not applicable) EQUATIONS: NONE EXCEPTIONS: NONE RAILROAD CROSSINGS: THE GRADE SEPARATION AT TRAIL B STA 17+53.54 300.00 FT AND TRAIL D STA 15+$4.03, 300.00 FT © 2023 by Texas Department of Transportation; all rights reserved DESIGN FEC.RD. JTV DIV.NO. GRAPHICS 6 FEDERAL AID or STATE PROJECT N0. CM 1702(840) HIGHWAY 0 VA TMM STATE DISTRICT COUNTY No. CH ­ TEXAS FTW TARRANT JTV I CHE- CK CONTROL SECTION JOB 1 XXX 10902 90 050 DESIGN SPEED TRAIL = 18 MPH DESIGN SPEED TRINITY = 40 MPH DESIGN SPEED 360 = 65 MPH SIDEWALK LIMITS = TRAILA STA 9+19.13 TO STA 12+67.72 NOTESe SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NOVEMBER 1, 2014, AND THE CONTRACT PROVISIONS LISTED AND DATED AS FOLLOWS SHALL GOVERN ON THIS PROJECT: REQUIRED CONTRACT PROVISIONS FOR ALL FEDERAL -AID CONSTRUCTION CONTRACTS (FORM FHWA 1273, MAY 1. 20121 All GOnstrua tion within the State Right of Way willrequire compliance to TxDOT Standard Specifications, Standard Plans, and Texas Manualon Uniform Traffic Control Devices REGISTERED ACCESSIBILITY SPECIALIST (RAS) INSPECTION REQUIRED TDLR NO. TABE2023001511 SUBMITTED Auiust 31 023 FOR LETTING The seal appearing on the document is}ram-•.,;yg11 was au2406 an by.brtlan hasdon no, �➢ISL. M :�/A RE"142406 on S.E. N[eralbn of P.E. :•...!, seaktl tlocument without proper OE GN ENG/NE zloi"'fro'"'� natiBcation to the responsbineer la eng TBP FRM F-312 Enppy eethis tl wi 3is n fi1a althea l..i,....1 `i oW..$ of Halff Associates,1111201 North ofReac May 30, 2023 v .xOza CONCURRENCE: '0_ Texas 75087. TBPELS ENGINEERING TBP LS ENGINE FIRM #Fd12- Dave Lewis mom HALFF C/TY OF 10F MORTH PARK ANO RECREA 26PARTAENT T/ON las NL B—EER ROAD May 30, 2023 Ray. za:7 RIICHARDSON, TEXAS 75001¢z75 TEL CONCURRENCE: >0 FM(214)73MOS5 SP CITY ENGINEER MICNAEL OWEN, PE TEXAS DEPARTMENT OF TRANSPORTATION 7/7 2O23 C 01. RECOMMENDED 7/13/2023 20 TB!(F]f4n_ P.E. , P.E. AREA ENGINEER TRANSPORTATIONE7�ffM656a`LDEVELOPMENT APPROVED 7/13/2023 DA" N S.l z.., PAP.E. 8741E64FAa IIL ENGINEER SURVEY -ONTROL POINTS EXHIBIT A PAnr NO. INE EIeV, D-, P4N1, E EIeV, Oesc, 100 6,935,961.19 2,409,80670 498.48 ill"SIM RW/TPCAP 134 8,IN96S942,5] 2,,12,679.13 1 463.94 1/Z'SIRW/TPCAP CENTRPORT TRAIL PHASE I PLAN 101 B.B85.852.80 2,410.162.82 484.2) 12"SIRW/TPCAP 135 6.983.865.57 2,d12,834.58 458.94 1l2"SIRW/TPCAP 102 6,984,2]9,03 2,412,925.24 529,22 SET MAG NAIL W/SHINER TP 136 6,963,925,1] 2,d12,9362] 4fi5,]9 1IT'E.R W/TPCAP 105 6,964,601,11 2,411,112.29 482,92 ill"SIRW/TPCAP 137 6,903,%],32 2,413,054,21 45],50 1IT'SIR W/TPCAP / 1G8 6964061.25 241145689 468.08 SET MAG NAIL W/SHINER TP 1. 8-,-.5] 2413170.51 485.47 1251R W/TPCAP 111 6864,038.19 2,412,15651 509.16 12"SIRW/TPCAP 139 8,983,842.8] 2,413,319.00 455,35 il2'SIRW/TPCAP 114 112 5,954,032S4 2411,979.31 503,29 SETMAGNAILWI6111 TP 140 8983,629,]3 2A13,479,38 466,35 1 ,FVV/TPCAP 113 6,9B4,651,80 2,413,5%.29 516,7E SET'x'TP 141 6,-.740,01 2,d13,4E232 450,fi9 _MFW/TPCAP CENTREPORT STATIO Ni PARI(ING LOT 114 6,984,6309] 2,414,176.91 5266E EETWTP 1. 8983,M3.48 2,412962.2E 452.Es _MRW/TPCAP / 115 8,985.075.31 2,4f1.563.09 455.26 12"SIRW/TPCAP 161 8.M746.52 2,413,619.81 460.90 SIR W/TPCAP c 118 6,904,988,92 2,410,617.39 46],09 1l2"SIRW/TPCAP 500 6,9B9,845,90 2,d11,503.33 4 Al SET MAG NAIL WI SHINER TP y - - 11] 8,9B4,903,40 2,410,844.83 4]8,8] TP CAP 9586 8,965,250,33 2,410,455,46 4]669 12"SIR WI TP CAP i 3 CIAL WARRANTY ED PRO / oRT oRTH WALL 118 6,984,]88,39 2,410,719.44 -5 ill"SIRW/TPCAP �950] 8,995,109,01 2,d10,513,98 4]1,8] 12"SIR WI TP CAP T SPORTAl10N AUTgORRY 119 B,B84,814.09 2,410,802.9E 468.6E 1l2"SIR W/TPCAP \ LL5D080 ORES VOL\ eO, PG.2 120 8,984,874,2E 2,41991615 491,3] 12"SIRW/TPCAP BREEZE OOD DR n�� R\.C.r�.��'� 121 6,984,632.40 2,411,018.61 484,2A 12" SIR W/TP CAP 113 •� 122 6,9 .-.17 2,412,042.53 -.64 12" SIR W/TP CAP DE \ in 8.883.M42 RITY 2,412.211.83 451.09 la' W/TPCAP CO FORT WORTH E \ a> 124 6,883,382.99 2,412,044.12 453.34 12"SIRW/TPCAP CAaLED 6182TRA IN A a M. 6,8B3,T11,83 2,411,]87.24 45],33 12"SIRW/TPCAP �' O.RT.b.T. LIJ STA 22+]S.fi4 126 69B3,]8486 3,412,333.82 4. . 12" SIR W/TP CAP \. END TRAIL'D' 127 6,983,789,60 2,412,570.39 453.81 ICV SIRW/TPCAP ¢ \ 128 8,984,311.24 2A .229.62 525.57 -811 C0 129 6,984,090,09 2,414,2761E 49639 12" SIR W/TP CAP _ 130 6,984,013,8E 2,413,780.84 491,7E 12" SIR W/TP CAP 131 B,B83,892,20 1 2,413,85631 494.35 12" SIR W/TP CAP 132 8,983,]15.41 2,413,733.53 479.53 12" SIR W/TP CAP LOS 6,983,M.87 2,412.44 450,90 1l2"SIRW/TPCAP RFno (u 0 13a 6,963,M.57 2,412,679.13 463,. 12" SIR W/TP CAP //\ Z SPECl4L �/ 02 TEwAY Lv ,E cREsicD1. ® CJ TMCT •, CALLED 10. 83DACRES a COG. NO, D212G56666 / O,P.R.T,C,T, 1 137 13�, SPEC- WAR ANNTY DEED l(� _ CREST WT 7 1 IDOL NOE0212pM1 ACRES \ STAGING AEA 3 \ B, C, ACCESS �ANP ACCESS PATH/ / THE MP • QQQ STA 1 S TRAL D STA 15+70.59 CRY OF FORT WORTH GALLED1283 AGRE5 VOL. RT PG, 401 0 200 400 600 - ♦ / c,T, SCALE: 1--I .,jyr�ll PROPOSED WALL H Second Crossing s CALLEDI OACRES TH �(ORTCT PG. B]8 LEGEND A126 CONTROL POINT PROPOBED / ' ® WALLF 141 A / CORRCTION CASH WARRANTY DEED/ �y DON A16LEOrLGEFELL�OW ANND NOTE: THE BASIS OF BEARING IS THE TEXAS STATE DI, No. D20802Tr01 % PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202). O.R.T.C,T, NORTH AMERICAN DATUM OF 1983. ALL DISTANCES SHOWN ' PROPOSED HEREON ARE SURFACE ADJUSTED USING A COMBINED WALL G % SCALE FACTOR OF 1.00012. �Di\\\1j The seal appearing on this document .A7H E 0. 61663 WEST FORK TRINITY CL+•.r,�Iq�f1 was authorized by Jordan T. Viggiano, 11 PE# 142406 on 3/7/23. Alteration of 1T LAW RE R. �.`.:`•..... .....i.S!/ a sealed document without proper DEED / OBxeex r, ncciex9 o notification to the responsible engineer TOTAL ESP osn REALESTATE LLc %••• ••• •''azdor; ""';'"i is an offense under the Texas DFORD M CALLED 74,2]] ACRES I A•• INS olsTRx: ooc. NOOR.D218268570 II o"TILE s1-I�`�= Engineering Practice Act. The record INS ..... IL es •...."... NGa� 9 9 A _.. 112 / STA 39+70.61, TRA1L'B'- C STA 10+11.611 TRAIL'C' L j 7 END TRAIL' B BEGIN TRAIL'C' 125 12n- SH 360 125+00 Q' �L_I__1 I +00 10 • • +0 25 00 L�- AA CAMPUS m A-1 STAGING BID ALT BA E B D� REA I I '�__ f �-�1 _ G Y I_. WALL Di /•• _ __- -__ /�-- \z0+1of .2 BRIDGE / '� < k_-- J CONSTRUCTION �\ �� �YS .4 ACCESS POINT/ TEMPORARY DRNE Y CITV OF ARLINGT0, .Sp�ll6� _ / i- - \ AOCCFssNSTRUCTION RIVER LEGACY TRA W II STA 31+42.35 TRAIL'A'• Q��II7,__(. STA 10+39.62 TRNL'W �!, �, f f ENDTRAIL'A' / PROPOSED II BEGIN TRAIL WALL D2 (/7 PROPOSED - � �1 first Crossin THE MP628.15• 71iDWry GOLF LPI WALLS wENR�SL DEED WTfH II / g \ � ^\ JI TRAIL B STA 1]+56,1] I OC,NO; CA LED2 OASED ��\ /� PGUENT 1ACRE INVESTMENTS, LL��/ ^y%/ L \ �y�j / ` O.P.R,T,C.T. 77TTT�� VOL. 1216U, PG. 185E \ DALLASFORT WORTN REGgH4LAFiPORT BOARD \\ Je SOIRHTRACTCALLED34.BOe3ACRESWTfH5ACCRE $AVEAND EXCEPTTRACTHpTYTYOFPRWGTON TEAS OL 663,PG,9 CT NO. a CALLED B.T30 AGRE5 D G.T.i 12828, f<G. 332 WARRANTY BEGIN TRAIL'A' : �C /yam HVECAL wARRANry DEED /BPE DEE08HHOSMFALT'LLLC�\ -\ /e RACT01C CALLEUM01]6ACRES B VIRI0WJ HOLDNGS CALLED 25W ACRES DOG, NO. D2132)4154 \ 0OO NO, D206323410 \ O.P.R.T.C.T. \ / O.R.T.C.T. OOC.O P R T C.T. S CLOBFARWGTON DEED �\ \ / `\�`\I� //• /` LLD TRACT FNE,p LLED 4254 ACRES oc, No, Dzo6Tz�wa O.R.T.C.T.------------------------------------------------------------------------------------------------------ i to file Inc.the fl\,�oNaL �w copy of this lff Associates, F/1f\\ offices of is CO Associates, . 1201 North BoWser Road, Richardson, /-3 Texas 75081. TBPELS ENGINEERING FIRM #F-312. 123 FIRM REGISTRATION NUMBM 32 �- SH 360 22 NO. REVISION BY DATE ■ ■ 1201 NORTH BOWSER ROAD ��� HALFF RICHARDSON, TEXAS 75081-2275 _�-- TEL (214) 3466200 Texas Department of Transportation AV ©2023 VELOWEB ACRES FROM TRINITY BLVD/ELM ST TO THE CENTREPORT RAIL STATION PROJECT LAYOUT SCALE: 1'=400' SHEET I OF 1 DESIGN IED,F1, STATE PROJECT NO. HIGRWAY JTV 6 CM 1702(840) VA GRAPHICS STATE DISTRICT COUNTY rvo. CHECK TEXAS FTW TARRANT --- CONTROL SECTION LDS 3 CHECK 0902 90 050 REFER TO SECTION 11 ROADWAY DETAILS, 126+00 - -- - 127+00--- — -- -- / - - - CONCRETE TRAFFIC BARRIER LAYOUT -------- - i - 128.00 129+00 STA17+56.11 TRAIL'B' THE MP • 628.15 SH 360 (SB) STA 16+40.00 TILT TRAIL' DITCH FLOW LINE END WALL'E EX. THE BRIDGE COLUMN BEGIN TURNDOWN WALL EX. RAILROAD UNDERPASS BRIDGE STA 17+86.90. TRAIL'B' STA 15+8507. T LT MAIL'B' STA'1T+31 44 850' RT TRAfE'B- END TURNDOWN WALL STA 15+9852 TRAILS' END TY ERAIL TAPER PC / REFER TO SECTION IV 0 20 40 60 EFAINING WALL DTAllS- _ LIGHT POLE PILASTEER DETAIL - O CURVE DATA SCALE: 1"WO' + era �a+ 0'RT, / RELOCATE CABLE VAULT O ID ONta D R T L BEGIN TY E RAIL tee n.u�oc, _ g + BEGIN TAPER Y STA 1647.21 TRAIL'B' -- B3 1°5042,52" 5°43'46.48" 1000.00 16.10 32,20 a� _ 12_ _ v -^ — Be iB 21 3].68 22 55 05 92 250.00 90.40 80.11 c _ .�� "" B5 5°39'4946" 22°550592" 25000 123] 24 ]1 i+w Z `^I _ -- - - -- - _ V� LI.1 ..::..........6Lti- - - Z .- 1 ._ - : {�ClY9jry:lINKfERCE:_ - -----STA. +2250- TRAIL 'EL/ __...... _. - J ....P C...__..____ _.....- U ae STA;63BR�:'.�':'... .' 2 LEGEND 0 -kND WALL Di'...T 71fA1L ....- --.-,. ?� c CONCRETEPAVEMENT 5" PAVEMENT (SIDEWALK) m+ {J Q ... ... .......... .................... :::::::"::::sev -..::::.-.::..--.--' CONCRETE PA NT 8" -_ ---- - - t - (SIDEWALK) ;R; STRUCTURAL SLAB .... ...... ...............560 - ................1 - REF TO RETAINING WALL PLAN d............................................................................. ......................... r.......... :950. THICK CONCRETE PAVEMENT S) .1.................................� ' z x................................................................ _---- CURVE.. zDR(DRIVEWAY) ..................................................................................0 ; AY) .. - ------ -- . ... ................... tb 2 AII R Al .... _ LL ..........ODs.. -- -- --- -"" --- - INSTA SOLAR LIGHT Ta O x a lS - ( O MISC ;REF TOSECTLD T MILE MARKDE AILS) n ............................ .-' SIDEWALK DE AILS) �'. 9• $. u`, cam'•, INING WALL DETAILS MM _- _ �// '•, rb ,.,-.-' � �� �;� L1 HT POLE PILASTER DETAIL LS -- -•�7�/ / NOTE: - ------909 .. ............. %STA 17+9555 ]' FIT TRAIL'B' BEGIN WALL'D1' 1. 5°h MAX LONGITUDINAL SLOPE ......._ -.... ::-....- — xn --_ _TXDOLROVe';"- ,;� BEGIN WALL D2 2. CONTRAFOR CTOR SHALL BE RESPONSIBLEFn 1 COMPANIES FOR UTILITY RELOCATIONS, WARRANTY GEED•'•wo° DALLAS•FORT WORTH REGIONAL AIRPORT BOARD /1 SOUTH TRACT, CALLED 34.803 ACRES WITH 5 ACRE SAVE AND EXCEPT TRACT VOL. 6653' PG. 856 D.R,T,C,T, 0, The seal appearing on this document SSp+Y of rF+1Il Was authorized by Jordan T. Viggiano, �'•: ;w1�/ PE# 142406 on 3/7/23. Alteration of i.`...po.......... .. � a sealed document without proper THE t21DGE .................. ...: j notification to the responsible engineer �j ,,:• is an offense under the Texas Engineering Practice Act. The record ,\` L �H�� copy Of his drawing ls on file at the 480 o e 480 offices of Half Associates, Inc. 1201 m PVI STA10,5'MIN.��.�.py, PROD' SED GROUNDAT m e ELEV �4]3,50 n a VERTICAL U V`1 North Bowser Road, Richardson, TRAIT CENTERLINE P m'• VIS A16+30.00 ex .�,18 CLEARANCE Tetras 75081, TBPELS ENGINEERING r' A •4]1,NUMBER 3¢ K 10 a� 475 FFM FIRM#F-312, 475 0 ~— zss �O.ST 3s,orvc w p REGISTRATION .00, VC w -Dso o sD% +3.18% 00 470 Q W �0-- -1 93%r�c ry v, Pt� Q ` 470 N0. REVISION BY DATE In ex ^ \ (n ■r■ 1201 NORTH BOWSER ROAD HALFF ILL '. EXI TING GROUNDAT �� rw K�9 ¢� W ■■■ RICOBARDSON, TEXAS tiw LCENTERLINE F 40,0. VC 2275 465 z sw > w Z 465 NCO TEL (214)348.8200 Texas Depertment of Transportation 460 460 f ©2023 VELOWEB FROM TRINITY BLVD/ELM ST TO THE CENTREPORT RAIL STATION 455 455 PLAN AND PROFILE STA 14+00 TO 18+00 x <" 4 SCALE: TRAIL 'B' SHEET 2 OF 8 450 a a a a a a 450 DESIGN ED.RD. HIGHWAY 14+00 15+00 16+00 17+00 18+00 JTV D .No. E PROJECT No. a 6 CM 17021840) VA OTMMS STATE DISTRICT COUNTY SHEET N0. cx6cn TEXAS FTW TARRANT CONTROL SECTION JOB C w CHECx 0902 90 050 vf* 132+Op 133.00 —_— _—_—_— /—T ------=--------------- 0 0 r- LEI Z U C•STA �i8ild 33 G '.TRAIL'B'• '� REFER TO SECTION III ROADWAVDETAILS, / SH 360 (SIB)CONCRETE TRAFFIC BARRIER LAYOUT / - - - — — LINE .................STRFp➢.00.006. 'LT ITO FA - ..............rtn..- ..-..-.---------- _T DETAIL(SH 124), Rp� a 67 19+30.00 TRAILS' `STA 19+10.28, 8.50' RT(TO FACE OF RAIL), TRML'B' eS END TV E RAIL IT ROCK RIPRAP WI TRAIL TURN -DOWN IS CV) REFER TO STRUCTURAL DETAIL(SH 124) END TAPER -_EXTXDOT ROW T .. ass "12" RO.CKAIPRAP ---------------------- =L • 456.52 _.- ....I.p-.- -...--. M Z - -4E 11 STA 20+68.86 TRAIL'B`" tV INSTALL SHALLOW CULVERT CROSSING B1 + REFERTO SECTION III ROADWAY DETAILS, MISCELLANEOUS SIDEWALK DETAIL. DETAIL DU 0 0 GRADE SLOPE AS REQUIRED TO MAINTAIN POSITIVE DRAINAGE — 20 LF TY E RAIL 0 20 40 60 SCALE: 1140' CURVE DATA ID DellaD 0. T L B] 2V 04' 09,09" 22° 5 05.92" 250,00 4749 91.93 LEGEND _CONCRETE PAVEMENT IS") (SIDEWALK) CONCRETE PAVEMENT (e") (SIDEWALK) STRUCTURAL SLAB ( REF. TO RETAINING WALL PLANS) 8" THICK CONCRETE PAVEMENT (DRIVEWAY) Al CURVE.. MM SIDEWALK RKDE4A.ILSER TO MISC NOTE: 1, 511, MAX LONGITUDINAL SLOPE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILRY COMPANIES FOR UTILITY RELOCATIONS. SPECIAL WARRANTY DEED VIRIDIAN GOLF LP TRACT2, CALLED 246.52 ACRES\\\ The Seal appearing on this document DOC.O.P.R.2151 7110 -ipry.�F \P glll wasauthorized byJ ordan T. Viggiano, • s III PE# 142406 on 3/7/23. Alteration of ". a sealed document without proper wwo.... °X "° 5 i nojcafion to the responsible engineer � �zao's..... i Ij :• is an offense under the Texas oil...... Practice Record Engineedng III t����\ 475 475 COPY Of thisdrewing Is Inc.at the Halff Associates, In1201 �v offices of to , ` North Bowser Road, Richardson, /T110 Texas 75081. TBPELS ENGINEERING g FIRM #F-312, 470 0 0 0 470 FM FEMMATIM NIABM 3¢ 00 —� aw 2• N Q - PROPOSE) GROUND AT Q 465 L 4)5% �i 2g% u TRAIL CENTERLINE _ 465 NO. REVISION BY DATE FL 24"•465,75 \ 75% dA, nn (� ■r■ 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS z \ o N^ "-' ••• HALFF 75081.2275 460 — \�, PF FTA 21 *S ui30 F• Z 460 NCO TEL (214)348.8200 5w ex•041' uL K•20 _ �lf �q� eo.00'vcTexas Department of Transportation r, 455 E TWILC�N(C®IAt-- —7 - — — — � 455 ©zozs 3c.. N SHALLOW C G T l FROM TRINITY SLVOIELM SELO RE BCENTREPORT RAIL STATION 450 ROG. 450 PLAN AND PROFILE STA 18+00 TO 22+00 <� h „� TRAIL 'B' 445 �u �a �� �� �� �� �a �� �u 445 SCALE:1•-40,-W SHEET 3 OF 8 DESIGN FED.RD. HIGIHWAY 18+00 19+00 20+00 21+00 22+00 J7V Drv.No. E 7020PROJECT No. D A�N�CS � 6 CM 17021840) VA GTMM STATE DISTRICT COUNTY SHEET N0. cx6cx TEXAS FTW TARRANT CONTROL SECTION JOB CC _CHI"0902 90 050 vJ N TRINITY RAILWAY EXPRESS RAILROAD o INSTALL DART TYPE 'W FENCE 6' (H), (150 LF) w +2 24 1. LT TRAIL' REFER TO SECTION 1 ROADWAY DETAILS. FENCE PI _ DART CHAIN LINK FENCE DETAIL, DETAIL 1 g TRANSITION°FROM 6' TO - - 4'FENCE._-. _ STA 23+2340 8'LT TRAIL ST :23+3340, 'iT TRAN." END 5" SIDEWALK , EC N A 'G' BEGIN a- SIDEWALK Ns]... 2' EICTRE' N1.'..--_....-. 0 20 40 C2)REPLACEME T�L- _ �6 ....,F... - _ .qcs .qes.......8 - 60 .-4`CHiTN1tINl('FENCE '�., -------------- STA 22+0483.TgA1L'C' — { .�.. -48 46J-`'•�-'_s'_- ° SCALE: 1'W0' ....._ PRC 2..� - 4 L484 �/ CURVE } CU DATA 1 y: _ -- a ID Delta D R T L C11 68°31.2096' 95°29-34,68" 60,00 40.87 ]i.76 "}� 1qq C12 38 532461 19 55 05,d5 0.0 00, 93.1 3`+�] 99 TFiA1L'O 1 & i W A� s TBALL � �. LEGEND 5" CONCRETE PAVEMENT g•; - (SIDEWALK) ( ) NJ OEMNA ION CAUSE NO. 1883 ® PAVEMENT ( ) CITY OF FORT WORTH CONCRETE PA NT 8 7 CALLED 3.786 ACRES MGM ALL (SIDEWALK) r% COUNTY COURT AT LAW RECRD(REF. TO RETAINING WALL PLANS) S .._-_�-._- _-...- --4n- ...- D �Sx Q CONCRETE PAVEMENT IS') '- -- -" -- :;,.;d_', STRUCTURAL SLAB W/#5@18"O.C,B,W ®THICK CONCRETE PAVEMENT V GEED (DRIVEWAY) CRY OF FORT WORTH C2 FILL CURVE ID 1' � H Ai ................. CALLED 1.731 ACRES AS SHOWN IN PLAN VIEW VOL, 40]], PG. 330 SIDEWALK DETAI ) ---qsq „ MM MILE MARKEE AO M1SC 74' 1' NOTE; �4 WALL 1. 5% MAX LONGITUDINAL SLOPE 2. CONTRACTOR SHALL BE RESPONSIBLE _ FOR COORDINATION WITH UTILITY _ _ _ _ _ _ FJi7F6W / COMPANIES FOR UTILITY RELOCATIONS. CORRECTION CASH WARRANTY DEED J/ WALL'F' GEED DRICHA L LONGFELLOW TOTAL E8P USA REAL ESTATE, LLC RIC OC. O. D C 22701 R MISS, CALLED 21626 ACRES DOC. O.R T.C.T. 2]01 CONCRETE PAVEMENT (8") DOG. NO, D2162665]0 O.R,T,C.T, O,R,T,C,T. ��\U\ The seal appearing on this document SAWED JOINT. REFER TO MISC .... T. was authorized by Jordan T. Viggiano, DRIVEWAY DETAILS (2 OF 2) SECTION C-C p; :'�• �''°s+��� PE# 142406 on 317/23, Alteration of N.T.S. %" ..po..........� `.0 a sealed document without proper °" "' 1° i notification to the responsible engineer ...:...... i zao's .......� ,,:• is an offense under tpractice he Texas N f I,I 11\\`ni copy of this drawing ls onAct' file atThe rthe Gore 480 �� 480 ¢ : v offices of Halff Associates, Inc. 1201 I(�� North Bowser Road, Richardson, +g g9w� Q,/l�xoxa Texas 75081, TBPELS ENGINEERING �w4o% O FIRM#F-312, 475 0 /. 0 475 FIRM IEasrnATKN NUBQt 32 N PF OPOSED GROI IND AT CO N TRAIL CENT :RUNE N 470 Q _ /� Q 470 NO. BY DATE Cn +i10� / 1201 NORTH BOWSER ROAD •om HALFF RICHARDSON, TEXAS LLB P E STA 22+0 ),00 v W 75081.2275 465 z ELgEV�.4f6o s, ; Z 465 • • TEL (214) 346.6200 J Ka�9^ / EXISTIN AROUND AT U90,00'VC—/ TRAIETERLINE U -f�IIIIIW®eXOS DepIortment Of TI'Or15portOtion 460460 ©2023 VELOWEB FROM TRINITY BLVD/ELM ST TO THE CENTREPORT RAIL STATION 455 455 PLAN AND PROFILE STA 22+00 TO 26+00 TRAIL'C' 450 wd u a wa u � u d d I 450 SCALE:I--.'-0' SHEET 4 OF 5 DESIGN DIVO.NO. STATE PROJECT NO. HIGNOAY 22+00 23+00 24+00 25+00 26+00 JTV 1 6 CM 1702(840) VA GRAPHICS STATE DISTRICT COUNTY cxECR l NO TMM T TEXAS FT" T11RRANT CONTROL SECTION JOB 75 cx6cn 0902 90 050 rc TRINITY RAILWAY EXPRESS RAILROAD p g 69II LIMBSSELECT FILL -' _ jC2 aRERPI ACEMENT _ d°pppb EX THE ROW p f3.--- . -- .". — � .� .....-_- .- q � - •_- ... �" �. FEN(EVIyg �o TTa LTNL�ENCiE %A 2T+7p.BQ A.y- T@AIL'C ENOW NCE %A9.TRA1L'C_--as1 495 494 _. . `as3. . CORRCTION CASH WARRANTY DEED DONALD I. LONGFELLOW AND RICHARD EMILE CHAUMIER DOC. NO, D208022701 O.R.T.C.T. 495 490 0 -1- FISTING GROUT ID / CENTEI UP NTRAIL 485 < �--- 0 480 q LU J _ 475 It 470 465 w� 26+00 s s �a �a 27+00 ---/a3999i PROP .ED GROUND AT TRAIL CENTERUNE 8 28+00 �� - -- �JS'TALL'OART. PE'A'FENCE. 6'{H);j6YLF)...---- �,• RFkER.TO CT/PiRROADWA`(.DETA DART .CHAINIJNKFENCE DETAI AIL 1 N STA 28+56.71. TRNL'C' PC ENDIN IL'C' BEGIN TRAIL'D' DEED CRY OF FORT WORTH --------------- CALLED 1.8 ACRES VOL.4024,PG.676 D.R.T,C.T, �� wa 29+00 z SEE TRAIL D PROFILE PASTA 29-19.06 PVI STA 61 *04.88 ELPe•490,75 • -0 47' 80.00' VC N 0 20 40 60 SCALE: 1'W0' CURVE DATA 1 CD5 52°0 lta 95°293488" 8000 29 8HL. LEGEND FEW CONCRETE PAVEMENT IF) (SIDEWALK) ®CONCRETE PAVEMENT(8") (SIDEWALK) ®STRUCTURAL SLAB ( REF. TO RETAINING WALL PLANS) 6" THICK CONCRETE PAVEMENT (DRIVEWAY) Ai CURVET. MM MILE MARKER (REFER TO MISC SIDEWALK DETAILS) NOTE; 1. 5% MAX LONGITUDINAL SLOPE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES FOR UTILITY RELOCATIONS. _ 1 The seal appearing on this document p1E -•• rfy�I was authorized by Jordan T. Viggiano, �•` �''°s f1� PE# 142406 on 317/23. Alteration of i" ..po..........� `.0 a sealed document without proper notification to the responsible engineer • Is an offense under the Texas Engineering Act. The I,If�1�,\`Ai 4cN=' copy of this drawing als on file atthe record 495 v offices of Halff Associates, Inc. 1201 North Bowser Road, Richardson, /T�xou Texas 75081. TBPELS ENGINEERING FIRM #F-312, 490 FM FECtSTMTM NUMBER 32 485 NO. REVISION BY oaTE 1201 NORTH BOWSER ROAD r RICHARDSON, TEXAS ■■■ HALFF 75081.2275 480 ■r■ TEL(214)346.6200 Texas Department of Transportation 475 AF ©2023 VELOWEB FROM TRINITY SLVD/ELM ST TO THE CENTREPORT RAIL STATION 470 PLAN AND PROFILE STA 26+00 TO 29+19.06 465 SCALE:1'=40'-0' TRAIL 'C' SHEET 5 OF 5 DESIGN FED.RD. HIGHWAY DIV.NO. STATE PROJECT N0. O ,ITV 6 CM 1702(840) VA GRAPHICS STATE DISTRICT COUNTYRANSNpT TMM cx6cn TEXAS FTW TALI CONTROL SECTION JOB 76 —CIE" 0902 90 050 BEGIN THE BRIDGE RP" �...�.:�........,... %�//.::...�..�:::', ..�.....�.�...�..���....�:.�. I, RP:..�.�����I� IYN_JYI IttL^JYI TRINITY RAILWAY EXPRESS RAILROAD I� air">P ^j6W� .... .,-.,........:���� RPWIJSTR DART TYPE LF) RPRP gpgP ., RPRP ............ FENCE 6'DE RPRP RE ION11 AIL DETAILS, . DART CHAIN LINK FENCE DART CHAIN LINK FENCE DETAIL, DETAIL 1 "' STA 13+91AD TRAIL'D' RPRP PT v STA 13+61.21 TRAIL'D' CURVE DATA 12' I_•t. ID 0 = Di DeIta 64'22'34.01" _..._. — _ _ D2 3 2 35.90 3y A — - .....4 A6¢.. -.... . .......... ........._........_.. - ----- ..... ...__...9.._-.-...._......_.. .._...-........ ..a ....... .............. ... ...... S1+4 5............ ...................4..g...y....-....... ............................. (TO FACE OF RAIL),TRAID.......................... A ...-..-...- .. .........................-.-..-......... D YERAIL END TAPER a._8...]...-..--..._...-.............-....--.. ........... ._-_.... ..-_ ...-. STA 11+24 51 B.50' _ + ' BEGIN TY E RAIL BEGIN TAPER TY E RAIL 0 •, •, : : BEGIN TAPER __- EXTRE ROW ST__— ---------------�--- TA 29+19 Dft TRAIL'C' 5TA 10+00.00 TRAIL -D' PC END TRAIL'C' DEED BEGIN TRAIL'D' CITY OF FORT WORTH TRAIL'C' CALLED 1.8 ACRES DEED VOL. 4024, PG, 676 CITY OF FORT WORTH D,R.T,C.T. CALLED ACRES VOL 07, 4007 PT. 401 P D.R.T.C.T. N 0 20 40 60 SCALE: 1'W0. D R T L 76-23'39.74" 75,00 47,21 84,27 11' 2T 32.W' 5DO.00 15.10 30.19 LEGEND FEW CONCRETE PAVEMENT IF) (SIDEWALK) CONCRETE PAVEMENT (8") (SIDEWALK) STRUCTURAL SLAB ( REF. TO RETAINING WALL PLANS) 6" THICK CONCRETE PAVEMENT (DRIVEWAY) Ai CURIE.. MILE MARKERREF MM SIDEWALK DETAILS)RTO MISC NOTE; 1, 5'%MAXLONGITUDINALSLOPE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES FOR UTILITY RELOCATIONS. l The seal appearing on this document p'cE ..•.. ]f*�� was authorized by Jordan T. Viggiano, �� *�''°sff1, PE# 142406 on 3/7/23. Alteration of i" ..po..........� `.0 a sealed document without proper °X . "' 1° i nofification to the responsible engineer 0,1 il9;fi.........� Is an offense under the Texas !zoo 500 I,I ��.".` copy this Practice is n file att. The therecord offices of Halff Associates, Inc. 1201 EXISTING GRO JND AT North Bowser Road, Richardson, TRAIL CENTER JNE °/T/xou Texas 75081. TBPELS ENGINEERING FFo�v FIRM#F-312, n49 0 495 FIRM FEasrnATI(N NLA43M 32 t4� Y ------ 490 177 -- DaT1201 E - -0]5 in rrr RICHAR SO ,TEXASOWSER ROAD (LI ■■■ HAL F F R 081RDSON, TEXAS 75 PA STi, 10+00,00 PA STA 12+5000 Z Orr TEL (214) 348.8200 a48�i 22 ELEV•�0,50 ELEV •488.88 _ 485 K•16.86 •K•21�—PROIOSEDGROUND AT J so. D' VC 25.00' VC TRAIL CENTERLINE Texas Department of Transportation me48 480 AF ©2023 VELOWEB FROM TRINITY BLVD/ELM ST TO THE CENTREPORT RAIL STATION 47 475 PLAN AND PROFILE STA 10+00 TO 14+00 TRAIL 'D' 247470 SDESIGNT ID FOED.RD. SHEET 1 DGHWAY " 10+00 11+00 12+00 13+00 14+00 J7V DIVNO. sTATL PROJECT No. O 4 cxapxlcs 6 CM 1702(840) VA TAT TMM SE DISTRICT GOONTY SHEET No. cx6cR TEXAS FTW TARRANT CONTROL SECTION JOB 77 cx6cR 0902 90 050 .- .. AIN .. - - E ..-.. 4' CHAIN LINK FENCE '. }'; - - 1 511•--- ......-..-. ..... -"l 001 6 —sra.--......_--- ---.---------- _.. ,LQPE NO R )=XCERD 2 IN AIJV DIECTION' li-Sw ... — "" T ]2 RT TRAILI]- w 'I85-4 � .13EGIry ' -- ELEV: 495.58 ,- Z _ -- -... J ---_ ..- ............ .. --- TA 1 + 7 EA'201A'II FIAT D ... ,;,..-- _�- - \ ' . ...ELEW.-4 38 J --- --- STA ,(+03,LL SOLAR TRAIL'D--- _ �T�� -..-.... ............................... sx---...--INSTALL SOLAR LIGHT \ ... ...-.-.-..-CiVD �I [MY WIfCL.; 9'RT TRAIL'D'; ... ........................................................................ 41A .---- ----- -.-.- .-.. - \..- f �.. ................................................49s... .TRAILDSTA-'15r7.a.59.. THE MP6----- ..... -..__..., `.......-.�T,.p..t-..ELEVb9 `:P2 SCALE: 1'WO' w .......... ..............y...... Rim, -RP RPRP ....-.-....-....._ _ _ \ ...�i .°.. ._ LNUI:5+7500 TRAIC °PNON ; _-- a Cam= .. ^ .-. -..y KOS"9•SLOPE T{tAN51 RT aaa 'rWYy: - ;,,,,�,•„ CURVE DATA DRCH FLOW LINE _ ��TT ))BT a 3"ENDFATICE RAILTAPETR IL'D'; a i STA 75+50. _ - D3 17] 4T 37,50' B5 28 34, fi0.00 3 5,9 -- - STA TRAY •Ll 68" 11 8 1 9 BEGINCR S •S 1BANSFRON D 9.. TO FACE OF RAIL),TRAIL'D', 3 LEGEND IN INSTALLO wL D STA +38'(2 LF) - Pi>Rn ND WALL AILTAPER,, - CONCRETE PAVEMENT IF) TRINITY RAILWAY EXPRESS RAILROAD s OTRE MP•62B.57 o � R wo REFER TO (SIDEWALK) I BEG TY E F DART TYPE A FENCE,( IH) (37 PAVEMENT ( ) CONCRETE PA NT 8" R. M (SIDEWALK) O SECTION III ROADWAY DETAILS, RA R RP RI.Al" RP STRUCTURAL SLAB DART CHAIN LINK FENCE DETAIL, DETAIL 1---"wv _ v.-' _.- .. a ® STA 14*80.94 TRAILb' (REF. TO RETAINING WALL PLANS) _ PC REPER TD-0kAINAGE $MEET$ ("THICK CONCRETE PAVEMENT (DRIVEWAY) } CURVE ID � 1 .a 1a*OB,SO�Cl1LVERT'Di',.�" - / 1.8"RCP,..... .,..,... ""REFER70,SEC110NVDRAINAGEDETAILS, MM MILE EWALKER41REAILS)R TO MISC / a k D LVERT Di NOTE: pR�T J IJJ -- - ----- ----- --F" ,- WSI/1Li9 RLGHT 1. 5% MAX LONGITUDINAL SLOPE , , 2 ..CU NB PROF LE,C .STA 2-PLT TRAIL' ' OIA Z ____ CONTRACTOR SHALL BE RESPONSIBLE �- FOR COORDINATION WITH COMPANIES FOR UftELOCAERELOCATIONS...:::.:::.. `--"-. •D: -�.. NLRY _ a�9i........ .BEGIN WALLH () ; " . END TY E RAIL TAPER STA 14+08.04. yy77 Q ,.,(TO FACE OF R/ML),TRNIL'D' (fe �kGELF1iAICJ,f4L'O' C END TY E RAIL""°• ,.!',i ".' BBEGIN TY E RAIL G ENDTAPER-" -BE GIN TAPER' The seal appearing on this document was authorized by Jordan it PE# 142406 on 3/7/23. Alt r tbn of a�,; -09E•4ob7:FG a('i,; '; tip' i"po...r.... ..`. 0 a sealed document without proper Ax vI is / / notification to the responsible engineer /...:.......z90fi.....T..� /01 -:• is an offense under the Texas Engineering I,I44Q",S ` L 4cN=' copy of this drawing als on file atAct. The the record 510 T P F I 'AIL * • 510 v offices of Halff Associates, Inc. 1201 �(�,}�"�',,,, North Bowser Road, Richardson, ] 10 EXISTING GRC�NO AT p�/T/ioxa Texas 75081. TBPELS ENGINEERING O BRIDGE L ]W CHORD J FIRM #F-312, TRAIL CEN ERLINE O 505 0 �. 0 505 FIR F1EI TloN NIJIMI 32 ELEV ``�493,02 o P 9 STA 16+60,00 $ • J.11 d I:L�E�V.���•n485 r O� K• 3.81 PASTA 1570, n /K•ZOT 500 Q F 20.c- VC ELEV • 49 27 g so;2VOc — — — — — Q 500 -- L ex • 0,1 ' "� �{{r�/ % Q o A 83% L N0. REVISION BY GATE Cn <w §N 20,00� '^ `'L�^^^ •" > (n ■ ■ 1201 NORTH BOWSER ROAD a .q_p0% w HALFF RICH1.2280 ,TEXAS 495 z O � rn • ' % $ Z �■� TEL (214) 346.6200 J r +1 50% 0% +4 . PVI STA ih4].00 495 V. W p rtment of Tra p rtatlon ceK.0,/ G'W�I 2 Texas De a ns o F Nn �., O 50,00'!C ~a 0 0 490 �•66\%�—�� $ ' ' _ 490 , czozs PROPOSED GROUND AT g VELOWEB PU'P18"RCP — TRAIL CENTERLINE FROM TRINITY BLVD/ELM ST TO THE CENTREPORT RAIL STATION uW uW 485 485 PLAN AND PROFILE m s q mp m� m STA 14+00 TO 18+00 ^ a si m am TRAIL 'D' 48O w uI� n a 48O S DESIGNI D F�ED.RD. SHEET Z D GHWAY " 14+00 15+00 16+00 17+00 18+00 J7V Drv.No, STATE PROJECT No. o 5 � 6 CM 1702(840) VA TMM STATE DISTRICT COUNTY SHEET No. cx5cn TEXAS FTW TARRANT CONTROL SECTION JOB 7� cxecn v 0902 90 050 1 The seal appearing on this document was authorized by Jordan T. Viggiano, �'•1,�f/� PE# 142406 on 317/233.. Alteration of i" `. 01 a sealed document without proper ..................... A" "' 1° x notification to the responsible engineer ...:...... i zaos .........� is an offense under the Texas I,If�1�\�`n%v' O.p a rfing this drawing Practice rd ls oon file at Act. The 515 515 offices of Halff Associates, Inc. 1201 North Bowser Road, Richardson, /xoxa Te,caa 75081, TBPELS ENGINEERING FIRM #F-312, 510 0 510 FIRM lEaSTRATIM NlWI s¢ N 505 Q 4 Q 505 No. REVISION �=l DATE Cn EXISTI 4G GROUND A' m (n 1201 NORTH BOWSER ROAD TRAIL ;ENTERUNE m �'�' �r� RICHARDSON, TEXAS 500 z ----_ ~: --- z 500 ■■■ HALFF 75081-2275 EL(214)3 _i > — — — — >— _ �r� TEL (2141348.8200 w Twww 45 Texas Department of Transportation 495 C'-T3a% bDD� H 495, ©2023 �CSED GROUND IT PN STA20 20.00TRAIL I:ENTERLINE ELEV•046 00VELOWEB FROM TRINITY SLID/ELM ST TO THE CENTREPORT RAIL STATION 490 D000 C 490 PLAN AND PROFILE STA 18+00 TO 22+00 s s� s 28 s TRAIL 'D' SCALE:1'-.'-0' SHEET 3 OF 4 485 a a a a aIa a a 485 DESIGN pIV ED.NOD. STATE PROJECT 10. HIGNOAY 18+00 19+00 20+00 21+00 22+00 ATV 6 CM 1702(840) VA 3 cxaxxlcs STATE DISTRICT COUNTY SHEET TMM No cxccN TEXAS FTW TARRANT CONTROL SECTION JOB 79 6 11 0902 90 050 w N 0 20 40 60 SCALE: 1'W0' w TRINITY RAL DART LXPkP—'8 INSTAL ry 5 RAILROAD FENCE 6' 64 LF)PE A LEGEND . o /END E 5,64. TRA�a D O CONCRETE PAVEMENT IF) � � (SIDEWALK) aQ N:::.,. d0 IMAN TRAIT. D..:.......::........lr 22+7 - CONCRETE PAVEMENT(8") dEND TRAB. c+ ® (SIDEWALK) N Rro-I18�EVALYtli ® STRUCTURAL SLAB ORE OR TAINING PLANS) CONCRETE PAVEMENT (DRIVEWAY) IJJ S 9° 59' 21h W --- 7522 �� L7aL SW�HM0�1194 S1 S14PfS�dHN Al CURVET. Z a J 9 dVJ ry x MM MILE MARKER (REFER TO MISC u = STA 22+19.14 8,SO RT L T RAIL'D' ¢ ICI D SIDEWALK DETAILS) (TO FACE OF,RAIL),TR L'D' S�1 S�� END TApdPR -dV�B VIOrvY�V IBNVH 51 1 NOTE' _ 1. 5% MAX LONGITUDINAL SLOPE cQ L 2. CONTRACTOR SHALL BE RESPONSIBLE L d 3 Id 3 FOR COORDINATION WITH UTII COMPANIES FOR UTILITY RELOCATIONS. ZH>2 S S ZS£ The seal appearing on this document p'cE ..•.. rf*�� Was authorized by Jordan T. Viggiano, PE# 142406 on 317/23. Alteration of i" .. ...r...... `.� a sealed document without proper °X "' 1° ........... zao's i notlficadon to the responsible engineer .......� �j ,,:• Is an offense under the Texas Act. The I,If�1�\�`ni-E;,v' copy of this drawing Practice.ENS Engineering ls on file atthe record 520 520 (� offices of Halff Associates, Inc. 1201 I,�'°'' North Bowser Road, Richardson, EXIS'7NG GROUND T Texas?FIRM 081. TBPELS ENGINEERING 515 0 312. TRAM CENTERLINE 515 FMREG57RATgN NA BEIt 32 m � N N PVI A22+81,91 510 Q E`er'9 510 N0. REVISION BY DATE 2i,00'VC ■r■ 1201 NORTH BOWSER ROAD L11 HALFF RICHARDSON, TEXAS +2,O�L w Oro 75081.2275 505 Z _ _ 505 NCO TEL (214) 346.6200 j0I Department of Transportation 500 _I 500 ©zozs la... >1 VELOWEB 495 PROPOSED ROUNCENTERLINE AT 495 FROM TRINITY BLPLAN ST TO ANDTRE PROFIL PROFILE RAIL STATION TRAI-CENTERLINE J STA 22+00 TO 22+70.48 s' s TRAIL 'D' NIS SCALE:1'-40'-O' SHEET 4 OF 4 490 a a 490 DESIGN FDED.NOD. STATE PROJECT NO. NO—Y 22+00 JTV 6 CM 1702(840) VA 3 GRAPHICS STATE DISTRICT COUNTY SHEET TMM No cx6cn TEXAS FTW TARRANT CONTROL SECTION JOB vOO cx6cn 0902 90 050 FORT WORTH. CITY OF FORT WORTH PARK & RECREATION DEPARTMENT TRAIL MAINTENANCE MANUAL Part 1 — LITTER REMOVAL, MOWING, AND TRIMMING 1. Litter Removal EXHIBIT "B" PEDESTRIAN TRAIL MAINTENANCE AGREEMENT a. Litter and trash receptacles within trail easement boundary will be picked up every Monday or as needed. b. All trash and litter from the entire turf area will be removed prior to initiating any mowing. 2. Mowing a. Trail shoulders will be mowed at 2 feet to 3 feet shoulder width entire trail length. b. Mowing cycles will be 7 - 14 or 21 day depending on seasons as specified in the CFW mowing contract. All grass on a 7 or 14 day cycle will be cut at a height of two (2) inches and 21 day cycles will be cut at a height of three (3) inches for designated areas. A mowed area will be free of clumped grass cuttings and tire tracks and ruts from equipment. c. All structures, trees, poles, tables, signs, fences, and shrub beds are to be edged, where applicable. Special care will be given to trimming around trees so as not to inflict damage to the bark of the trees. d. Reasonable care will be used to avoid damaging buildings, equipment, utilities and vegetation on City and private property. Mowers must be equipped with chute deflectors or guards to prevent rocks and debris from damaging public and private property. e. All vegetation in cracks, seams, and joints of paved areas such as sidewalks, curbs, gutters (two (2) feet out from the curb) and driveways will be cut down to the pavement surface during the completion of each mowing cycle, where applicable. The use of herbicides to control such growth may be permitted with the prior written approval of the Contract Administrator and in accordance with all applicable State laws and regulations. f. Weeding: all planting beds, hedgerows, fence lines, parking lots, and gravel areas will be maintained weed and grass free. Chemical weeding using an approved substitute is acceptable, but must be closely coordinated with the Administrator prior to application. Page 1 of 2 FORT WORTH. g. Removal of cut grass from turf areas will not be required, unless otherwise specified by City Administrator. Cut grass and debris that falls or is thrown by equipment upon the pavement, streets, curb and gutters, sidewalks, driveways or adjacent properties through the action of the work crew, will be removed prior to leaving the project area. h. Edging of walks, trails and curbs, where applicable, will be performed so that grass and weeds do not extend over the edge of the walks, trails, or curbs more than % inch, nor will they be cut back from the edge of walks, trails, or curbs more than % inch. 3. Trimming a. Tree trimming within trail easement boundary will be performed periodically. Tree limbs should be at least 8' above walks or trails. b. In the event of storm damage, pruning will be performed to remove damaged and broken limbs. Any tree blown over or downed (up to 4" diameter caliper) will be removed. c. Shrub trimming within trail easement boundary will be performed as needed. Part 2 — REPAIR 1. Periodic maintenance inspections by City Staff will be conducted to discover hazardous conditions or damage to trail infrastructure such as pavement, retaining walls, railings, signage and drainage infrastructure. 2. Trail infrastructure will be repaired or replaced as needed with priority given to repairs concerning public health, safety and welfare. 3. Any illegal graffiti on trail infrastructures will be removed or covered by the City Graffiti Abatement staff. Part 3 — SECURITY PROCEDURES 1. While working on assigned trails, all maintenance personnel must have a valid picture ID with photo, or a valid Driver's License with photo, on their person or readily available in their vehicle on site. 2. Maintenance crew will use proper tools to perform the jobs and wear proper protection equipment as applicable. 3. Some trails have retractable or lay -down bollards installed at trail heads to prevent vehicular trespassing. Maintenance crews will secure and lock the bollards after finishing daily maintenance jobs at the trails. 4. Only approved City maintenance vehicles will be use to drive on the pedestrian grade paved trail. Page 2 of 2