Loading...
HomeMy WebLinkAboutResolution - 2001-R0256 - Spur Track Permit Agreement - TXDOT - FM 1294 - 06/26/2001Resolution No. 2001-RO256 June 26, 2001 Item No. 26 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock a Spur Track Permit Agreement between the City of Lubbock and the Texas Department of Transportation to cross State Farm to Market Road 1294, and any other related documents. Said Agreement is attached hereto and incorporated in this Resolution as if fully set forth herein and shall be included in the minutes of the Council. Passed by the City Council this 26th day of June 2001. q A'e WINDY SI O R ATTEST: cQ $2 L '4 -,- t!t� Rebecca Garza, City Secretary APPROVED AS TO CONTENT: Ed Bucy, Right -of -Way Ment APPROVED AS TO FORM: Linda L. Chamales Supervising Attorney/Office Practice LLC:gs/ccdocs/TXDeptofrransp.Res June 13, 2001 Resolution No. 2001—RO256 June 26, 2001 Item No. 26 Lubbock County CSJ: Project: FM Road 1294 at Interport Trade Center Spur, In Lubbock DOT No. STATE OF TEXAS § COUNTY OF TRAVIS § TEXAS DEPARTMENT OF TRANSPORTATION SPUR TRACK PERMIT AGREEMENT THIS AGREEMENT, made on the dates hereinafter shown, by and between the State of Texas, acting by and through the Texas Department of Transportation, hereinafter called the "State," and the City of Lubbock, a political subdivision of the State of Texas, hereinafter referred to as the "City." WITNESSETH WHEREAS, the State owns and maintains a system of highways, including Farm to Market Road 1294 in Lubbock County, for public use and benefit; and WHEREAS, the City desires to construct a railroad spur track to provide necessary rail access to the proposed Interport Trade Center at the Lubbock International Airport; and WHEREAS, in order to accomplish construction of the railroad spur track from the main line tracks of the Burlington Northern and Santa Fe Railway Company, it is necessary to cross FM Road 1294; and WHEREAS, the City has made application to the State for a permit to cross said highway initially with a spur track at grade and at the location shown on the print marked Exhibit "A," attached hereto and made a part hereof, and WHEREAS, it is deemed to be in the public interest that the permit for the crossing be granted by the State under certain conditions as set out in this agreement. NOW THEREFORE, in consideration of one dollar ($1.00) paid to the State by the City, receipt of which is hereby acknowledged, the State grants permission and authority for construction, maintenance, and operation of a spur track across Farm to Market Road 1294, at Highway Station No. 521+51.80 (RR Sta. 42+98.57), in Lubbock, Lubbock County, Texas, as shown on Exhibit "A" attached hereto and made a part hereof and the parties hereto mutually covenant and agree to and with each other as follows: Spur Track Permit Agreement Page 1 of 5 TRF -RR Interport Trade Center Spur 05/04/2001 AGREEMENT 1. This agreement and authority is for construction of one spur track across the highway. 2. Said spur track shall be constructed across said highway at grade at the location and in the manner shown on Exhibit "A" attached and as provided herein. 3. There is to be no general switching across the highway. 4. The City shall perform or have performed the work described herein and incident thereto. The State will not be responsible for any cost or charges in connection with this spur track crossing. All work to be done hereunder, as well as the maintenance thereof, shall be done to the satisfaction of the State. 6. Highway ditch drainage will be provided with drainage structures under the highway as shown on said Exhibit "A." 7. The City shall furnish, install and thereafter maintain a full depth solid concrete crossing pavement for the full width of the highway, including the highway shoulders, plus three feet of pavement on either side of the highway, as shown on Exhibit "A." 8. The City shall construct the spur track so that the top of the rails shall be at the same elevation as that of the surface of the roadway. There shall be no superelevation within the limits of the crown of the roadway other than to make the rails conform to the grade of the roadway pavement. 9. The City shall construct the roadway approaches on each side of the crossing as shown on said Exhibit "A" to the satisfaction of the State. 10. The City shall furnish, install and thereafter maintain standard railroad crossing crossbuck signs during the interim period between installation of the spur track crossing and actual commencement of train operations across the highway, as shown on said Exhibit "A." Prior to commencement of train operations across the highway the City shall furnish, install and thereafter maintain flashing light signals with bells and gate arms as shown on said Exhibit "A" to the satisfaction of the State. 11. The City shall install pavement markings and stop lines as directed by the State and in accordance with the Texas Manual on Uniform Traffic Control Devices. 12. The City shall install Railroad Advance Warning signs as directed by the State and in accordance with the Texas Manual on Uniform Traffic Control Devices as shown on Exhibit "A." 13. The State will thereafter maintain said pavement markings, stop lines and advance warning signs. Spur Track Permit Agreement Page 2 of 5 TRF -RR Interport Trade Center Spur 05/04/2001 14. If the State elects to modify the present highway as to its width and/or grade and/or alignment or make any other changes in the highway which will affect the grade crossing, then the State shall have the right to make such modifications and City will make adjustments of the spur track, grade crossing, highway ditch, drainage structures, crossing pavement and flashing light signals promptly and without expense to the State to make them conform to the modified highway location or design. If the highway is modified and additional drainage structures, crossing pavements and/or flashing light signals are needed, the City shall, at its expense, install and maintain said additional items to the satisfaction of the State. 15. In the construction and operation of the spur track upon and across the highway the City agrees to use reasonable care and/or require its contractor to use reasonable care to protect the traveling public. The State does not assume any liability for suits, claims or damage of whatever kind or nature arising out of or incident to the construction, maintenance, and operation of said spur track. 16. The City shall be responsible to the State for the proper maintenance of the crossing pavement as installed hereunder. 17. It is understood and agreed that if this work, or any part thereof, is performed by the State, City shall promptly reimburse the State upon presentation of an itemized bill for the work performed and materials furnished. 18. City shall not revise, change, alter or add to the crossing installation after it has been accepted by the State except with written approval of the State. This shall be further construed to mean that City's maintenance crew shall not erect obstacles, posts, or barriers around the signal bases. 19. In accordance with Title 43, Texas Administrative Code, Part I, §25.75 (formerly codified under Title 43, TAC §7.61.), and any other state laws or regulations, the City agrees that in the future, if a grade separation is necessary based on increased vehicular traffic volumes, increased train movements, auto -train involved crashes, traffic delays, safety of the traveling public or other pertinent considerations, upon written request by the State will either: a. assume responsibility for the entire expense and construction of suitable highway -rail grade separation, including right-of-way and approaches; or b. abandon this permit and remove the spur track and facilities from the highway right-of-way. 20. Should the State require construction of a highway -rail grade separation as specified in Article 19, above, and should City decline the cost of a grade separation, then the State reserves the right to cancel this permit and require .City to remove the spur track and facilities from the highway right-of- way. 21. If and when City shall abandon said spur track crossing of the highway at grade or cease operations thereover, City shall, at its expense, promptly remove from said highway and highway right-of-way the spur track and other facilities as proved herein and will replace and rebuild the highway pavement, as removed for the construction of the spur track, to the same design existing at the time of the removal of said track and to the satisfaction of the State. Spur Track Permit Agreement Page 3 of 5 TRF -RR Interport Trade Center Spur 05/04/2001 22. It is understood and agreed that any engineering, inspection, labor, material, right-of-way, or other cost borne by the State in connection with this spur crossing shall be promptly reimbursed by the City upon presentation of an itemized bill. 23. Obligations and/or rights specified under terms of this permit may not be assigned to others without the prior written approval of the State, provided, however, no approval of the State will be required for assignment of City's obligations and/or rights to a third party solely for the purpose of providing security for funding construction costs associated with construction of City's rail spur line. Spur Track Permit Agreement Page 4 of 5 TRF -RR Interport Trade Center Spur 05/04/2001 IN TESTIMONY WHEREOF, the parties hereto have caused these presents to be executed in duplicate on the dates indicated. THE STATE OF TEXAS Executed for the Executive Director and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. By: , Date: f b Carlos A. Lopez, ', Director Traffic Operations Division CITY OF LUBBOCK B Date: WINDY SITTON. MAYOR June 26, 2001 For the purpose of this agreement, the address of record for each party shall be: For the Texas Department of Transportation: Mr. Carl Utley, P.E. District Engineer Texas Department of Transportation 135 Slaton Road, P. O. Box 771 Lubbock, Texas 79408-0771 ATTEST: Rebecca Garza, City Secretary For City of Lubbock: City of Lubbock P.O. Box 2000 Lubbock, Texas 79+57 Spur Track Permit Agreement Page 5 of 5 TRF -RR Interport Trade Center Spur 05/04/2001 Resolution No. 2001-R 0256 LEGEND c 0 u x r Y I -_-_ M • L E I 1 ILOYO _ 4}---?I--J— sl-Y +--+-- I�� i- + -j-,I� ' I IT Imo--1• `°a `�-�--i�-�=-T--*--�-`=� �•-=��-,.,- y,�--I-•=T I''• — .,— fi— —r 1 — 1 rt rt 1 r fiP 0 03�ED�V'IC.I '-T�y i F---i ! i ,,�---------------------� sxbL®E - -,�-- - •=I-©1 - j ..-- - -!-m-�IL'rtm '= -- =Lip I - ; - - — J--' - -�I t,q MCI Ott, ID _.iPT -y�_i-- C1 >Iy i-� •---�_y_ r_I-T®�—_'�t—_I1 I ! ii., d `',` "".. L L I LU13 OCK r M M� curnLEE MIME PF TIN MMbL pie OMEN p&LLl METWEE oESr��r�uME SM iu MEMO ' x-- y c� i ` ArI �d� .1� _ \ IL I z LIAM WIN oa . 1 tin= �r Resolution No. 2001-R 0256 I , , � I I I l`0. b 0 ® 6GLE 1'-20' I I b - I 1 WWI 3r OVA I 1 N WW A•SOIA YE I , SIPoPE (F]pSfNO) ) I I I , I I I I I I I I Q DF RMDWAY I I I 1_ I� 1� I I I I I � SOlxl )ExEO• I I I I STRPE (REM09E I EW A' tli0NEl1 T EDIT OE tAVF. ' YFllw ON STRIPE) VNE RNIAOID Ip— _ - ' - _ _ _ _ _ RNL96A0 ROW I 1 EDGE 6 PAVEYENT I -- I I ROADWAY POSTED SPED V RIS-1 I: A 2( SOW , �j` 11WM OMM S D WI9R SIPoPE 1 ID MPH 42w qw0 Nx.oD uuuu �e Q PAOPOSFD SIA 41,11. MN DO M0! SPEED �' (HGW4\Y SfA 51f 1t96) MPH , ~ 1) LF. PREttS'f SEESEE DEfM SMEEEL°� I EW: DDD I G`I I Dj i I I I I I b , I I I I I I I Rt5-� T _ RNLAOM RDM 14r , , I SH I WHIE 51RPE , M' SOW REIEOW 51RPE I I (IX60NC) I C DROKEN I I I I I (Exlmxc) � GENERAL NOTES I. 1RMPC MG 4W a Al 90 MI ))9O 4 AWNS PM wFF](A1 10 MPM l z THE 0]NIPILRgi Will riHi AND n vAYF 1XE MPRND M IN 1 As wnwm wl nc Amore srAruau AND IN ucwDwcE S I IN w4 MM m X I 4. W N NOT0 y 1N NIAIL IPRA181E S�f'M�' S�OR�wm WWS POR DWDV m OP IE)iERNG. SEE PREWOO9 SNEEr I I i I Q 9. )XIS MMIN1pN N01 DPANW 10 SWE I I I b I wIa-T I I I EXHIBIT A PWIIXil1, Bmlrl a C .w, Inc En0.. kdN mc9 . Planers LAC4v D Pao NNNI.�a MnwKe ' .may\�;��1,•'N9, S ,.9 )P 65468 ;ij rl�jf C/.STE?a CITY OF LUBBOCK LUBBOCK INTERNATIONAL AIRPORT RAILROAD SPUR TO SER THE INTERPORT TRADE CENTER EDA # 08.49.03071 Key Tw 11 1��51 �� SOYl .VY1 fAR 1/31 PIS m xo Hole OmebW.� ImlK9%� IYr9Wl Prt}[I N¢ 01—]691-9) ROADWAY CROSSING AT FM 1294 Resolution No. 2001-R 0256 I I I � , S aminm REFERENCE TARE is I j I 0 20' 40' IMipdVS AlO IFSTS ONADON SP cmhr ONS ALIJ W 9GN BIAMCS 0-9-1110 Self: 1'-ID' MT SURFIfE NEVIECDIE SMEINC, TYPE c Ito I I (Hpl SPECIIc NE191YJ D-9-1300 w10-1 lti Ou I , i I GQEPAL M1RS I Nu11 I Va I I SSfE11w YELLOW j 1. AN ipen, a celcann ReMlmds TTOI o5 fiohlo�.hM ttolbn oRrimhel meta women rz hn a prim one a point ona Vied, curl a henmnh point. Kneed aluminum ports dl net r-hi- panr g I 1 Rmhwd Cumpm Mmderd type s pot twednlcns may the oweL 1 , Gwrde fwdol'mn apace .1hnee sl d la winag on RnNhd 1 by ruhkMg With o cm2aWMum Mme ar NPd abrasive w0 0 emmtA Yarm appem<mce rtsuhi Q RdD6,Y 4. Tap a fmmdoDm to M of the none, de,UM os Im UMW H!, MY. od mine" m e 4 i . o0we the avNeu a the gromd. I I i Aaw um4eg vanhuee dgn .hM u m Pear coaditten, I. L_ wl mMwm to the ioos'Yawa on wfmm irorre Contra Ddwi, m c net Iwated in xwdow, th De P. Ne he re Mend and/m rneegen, 6. TN ticynot,d DDT-W naeNte shod no pecd en aA rOM,,, age "Ports et eeeh -VW9 ON M- on, the adjo<mt C 5010 lFLLOW 1 eketd,,'W-MR MAIDER. TM conbodm NOR uw awk S E (RUM ; 1 ' LLIEE � iPANfl kdecg en o Wlrte cmfommae Neet'ag relMonzee Mok- I DE W6 4' 9RNOU 9m+W w It" Me numhm an the hood Wi% pdnE tt the RNND4➢ RPM—point YELLLII SfRPE) I WEdmeml Ifarenumkem shop h, Malll'ebo, block. In but e d Pr g o _ - — - - EDGE 01 PA'EYFM1 - - ). A <mwbr<k ign NWd he anted fe, ewe rode,, a,"0, OM MWd nemldy M ceald on the rght-eaM wide See 1 Amdnrd 9enM RCPN Im detoat kblhnme Imes dormces 24' SOW 1 I RDADAMY POSRD ehotAd he mantdi d Mt.. the mNeed end ho hM, Net WINE SIRPE I SPED m pond ccOlems Mal be m dkeetd by the Engines. D NPM A vaabwA end RI5-2 dgn, illdmting the holler of tmcks, M F (AAR 14U) P I woad he cMaMd It multi-hnek .,gs (djacont ttoclks WRAY cRO55MG 9RLLL I eePmatd b1 I® then IDD feet). M GAR 1 TRAIN DESIGN SPEED N. Sip kinks shill M one pim D.080 then Oink shell ahadnem k ID Nei day cmfamu g .M, tone 'Aoeoh, 51. (Type Af. 42h00 F- to, I Hogg 9. WdGdraOma reflwlars Not M .hAe rdaerry Nedcq .Ah P—e noeoo a ohenine coefor rg dh DepolmuN F ,_ SPoefcPtim 0-9-9BVO. Support drumfermw moy wy, then, fmn the eecoe Meuld M Inn IP aNd e,,Map. I I QQ PRpPDSFL SV. 42h9951 iRWN ODFSISPED (MpIWAY S1k SI1� S1.B6) ~ 17 li. PRECAST �IYPE f (AW,14B9) 8 R.14ROAI CRORRIG IupIYAr CR NG Spill SEE OfM SRFET d WIIX VaIE I ' NICNXAr CROSSING 9OonwL GTE R15-1 `b fOxtO wmE STWE TYPE F (AAR 1489) Rt5-2 4 , ca ntr. yht YELLOW'WE gMtww (EM,STAVG) 1 I (BRDNEN LLNM YAWS OYELLN O (EKING) ME Spwly Pm/enaocf A,&C At EeyM A154 s-- GENERAL NOTES A / `GBH'\c wIntnt hm! �ss uu 1 Yeehvism A 9 R 1. DiwAC pRk IjD- ,tpi Ai 6D NPH .gq 4 11WN5 PFR WFFX Ai 10 IVH I I I I I,I III _-, b C z IIE C TOR Will FYRNON, AXD WSfu1 nE APPRWRdM PAYFYFM 1 I� I 2 ? IAWW1t5 AS WMNED M i Aii W SWOV965 AMI W fLGOMNICE i 1 v III mA I F a NM I I j I X-C min 16 heh aR.In 6' I NNE I J 1 CCNIWLTUR MMINIM AND NSfdl w1 NAM&!G 9GN8 4•-E rd men 4her a cti a rd I 11-- Petlesld 4. INE CONTRACTOR MRUM Al EMISING PAYEeDN NWMPOS ftT , I While BMA ddu I �- Nountd DO NOT 1 y wIM M DEMI. ARPIIGBIE 9ANDl®S OR IWICO. 1 W^wrl .5.• i NR DAHNNDNS OF LLIIE M 9Tf PRENODS SIEFT �I Edye a Pined n,ma 1 [ Paeement !P Wder and Y a I I w10-1 ]6 MA I I I EXHIBIT A Pw1,11N1, BznMh d Coopw, Inc Engineers . MdAeds . %news Ww�t p P— Mnne., MnaAe :: .. .lNp ;e �JOHi i�••1lWLi011 �/ asase 9 on el%fG/;;i4T .(WQ� CITY OF LUBBOCK LUBBOCK INTERNATIONAL AIRPORT RAILROAD SPUR TO SEF THE INTERPORT TRADE CENTER EDA # 08.49.03071 : : NO SET N^ Nan Oev6um ,mY9 wR,e ILB9N.' p Joot he ol-2191-91 ROADWAY CROSSING AT FM 1294 C 15A of Resolution No. RE E 2001-R 0256 EXHIBIT A ID DITCH O UCH IROADSIDE I — z-Q 1 PROPOSED 8' MT BOTTOM DRCH WITH 3:1 SIDE SLOPE TO MATCH EXISTING 2O REGRAOE EXISTING _ 1 1/� '• 1 ( O ° GRACE FROM STA 38+50 - STA 42+50 ROADSIDE DITCH FLAT BOTTOM DUTCH STARTS 20' ' PROPOSED CUL RT STA 38+50 FROM TRACK CENTERLINE _ — — — — -" J 3-36' CM X 29'-3' CULVERTS _ — — — 1 I _ - ALUMINIZED STE TYPE 2, 02 GAUGE) WITH (1.80:1) H ALLS — — _ — _m+- — m — TRANSITION FROM HEApW I I I I ' 1 • RAOPQ400CULVENT _ - — r - SLOPE - 0.5% . — — — — �a EIdT/. 3277.57 R'D'W TO FLAT BOTTOM DITCH — /� ° I I I 1 - 4' ,2' X 60' RCB PROPOSED A O s �� an — — — 4 OF INDUSrtiNL SPUR x I I 6:1 HFFOWALLS S.- WAETEz 2 (5 I _ T~ ALUMINIZED STEEL TYPE 2 LEFT pTTCH — _ 1 WIM (3:1) HEADWALLS . I 4' •�_ 4 mot. J\\ ,O � �� I _� _. J } �/ � N _ _ a' J f . — — • — =a RIGHT ORCH \� \ � DRAT T I / RECRACE EXISRNC ROADSIDE DRCHO ELEV. - 32]7.37 \ \ \ o � I C TO\ \ '• i \ \ DREASEMENT \ I ~ \ — — — / TO LANE ? T%i _ — —aua-' — \•— — __-_ 1 R.O.W. \ . D REGRIADE EXISTING — — _ — —�' FLAT BOTTOM RCH WTIH 3:1 SIDE SL PE. MATCH IM \ ROADSIDE DITCH I EXISTING GRADE 1 220' +/- \ SLOPE - 0.5R 1 =50' HOR I i _ 2 VER 3 \ YH„ UTIUTIES TO BE ADJUSTED BY —; OTHERS. CONTRACTOR SHOULD COORDINATE \ \ CONSTRUCTION ACT/TIES WTH THE OWNER. \ \ WI STA 47+90 3290 WI EL - 328B.75 3290 K - 81.5 E - GAS -O.tOR � n n WI STA = 38+50 a m ° n -0.39R WI EL 3285.25 ° " n CURVE EN - 50.00 TOP OF INDUSTRIAL UR RNL r II N $ K= 92 .20 S S + 3285 S S 0.39R r ry n BEGIN -}2 _ — — i _ — — + m RIGHT STA DITCH 2+50 I a .50 / VE LEN = 100.00 0.2 X _- _ p n 63.65 RICHi DI CH 013 -- � u�E 98R _6�62_� PROPOSED 3280 S S g--- IST. GROU D RiG TCH -� CULVERT -- 3280 �- 3 39" D0. LUMINIZED S EEL + _ R SLOPE 0.64% E 2 NL ( 12 ) S lE DITCH - �- �- GHT SLOPE 0.67E Drt SLOPE _0. _— -�- . c - vPl < - < -- PROPOS D CULVERT �WA-L HEADWALL LEV = 327 LE Iyaj LE LEFT 0 TCH - RIG OUCH 38+50 - .52 J O STA J +50 0N Ui O F.L. 3277.37M I ® F.L-3 7.57 Q Nn OI 01 M O OUi u O01 c0 O LC) U U) In Y U tT ] U3 UJ r i r N N U3 In U) ry In 00 U) fro N N UO In m O In O V O V 'i Hi M M i'n N a M A rn U) M n I m 4 m 4 m U N m W o0 GO °i DO N N N N N W OJ G] DJ W m 00 DO N 90 CO D] W CO W °O W DO O M N N N N N N N N N N N N N N N N N N N N N N N N N N N rry M M M M M M M M M M M M M M M M M M M r7 M M M M M M M In M M M M M ry 36+00 37+00 3 +00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 45+00 47+0 45+00 P.&MR, Ifr,11M1 A CPRp.r, I� G91Neera P. .. Ppnnws tWCe! O wo W15.pnG .4nw6a i�.rHT A iFYll OINp ., 11 . _. r .qWe T_XMILiON Ar,. ;_..... A INS\ 85468 — —aI CITY OF LUBBOCK LUBBOCK INTERNATIONAL AIRPORT RAILROAD SPUR TO SER THE INTERPORT TRADE CENTER EDA # 08-49.03071 YaT Plw FERX"F11.03,11' A S 5 1 PY 13W : i/o°/m lnouaM p S 2 W 9T N. owe OmebT++s IMN9 M6x wlfiiC:M PfaA t N¢ M-Mal-97 INDUSTRIAL SPUR PLAN AND PROFILE STA. 35+00 TO 49+00 C04 of 2 TURNOUT 1. 111 TURNOUT (FOAVAIENT CURVFI CURVE T01 Da . 48" %051-2 DN . S'1'IB" P . 1139.42' L . 10. 51 PC TO NB 20.54 . 51.79 TURNOUT 2. /9 TURNOUT (EOUIVAEENT CURVE) CURVE T02 Dc . 0]'3042 ON . 0621 3s' R 62J5' t = 83.50' PC TO 49 17.64 T _ 42.38 MCURVE42'18'5' CURVE 3 Dc . 0T3042' Dal . 45V0'00 R ]62.J5' L . 599.06 Y = 315.94' CURVE 4 TURNOUT 3• / TURNOUT (EOUfVAuNI CURVE) CURVE 703 Dc 07p 9 2" O 45051 J64 L . 59699' 07'3 314,3Dc Oel . Og5" Z3 N . Tat R J62J5' L . BJ.50' PL TO 48 17.64' r = I A2.38' N • 13192939 2' E . 955162 Sl STA 12+56 W x . 7320714ae wAEE � C . 9551W 45 N • 732010646- E • 115491932 PC 0410.00 D1 TO PIAwVoI BOP STA 0+00.00- Bw STA 4N+,,m 14 rWr CVµ PONI STA.2.1P.N x : 73203u.44 [ 154169A3 (l . 3287.% SSIA M4001 -PT STA -PC STA N . A21 CURVE 5 Dc . OTJ042 Del . 4450 41 R . ]62.J5 = 596.99 314.]J 6 ona42- O6Z135"]62.]583.50'42.38 el CURVE T Oc . 07'3V'2'• DN 06705 R . 1 762.75' = 1 03.50' 42.36 Resolution No. 2001-R 0256 PxlRra B A cb , x EnjiNCrf • 4tNIKi1 CYInMI I Lxe:. uPW. new 4..w 4 TOWER RD. 3 TON _,,,•a..y �._ad«'1. wriir 5'� A4 465468 - N sT¢L23 r4° Y, SCALE: 1'.500' � PT STA 30+8622 M SRN M 4 RO, SPUR SG 21 !)' . G 1 ST ]3422.17 NS SPUR) 1 AA 422.I1 � T A� - M • ]]t8141 - E • 9N670.1 I PC STA 24491.2; RYA M I E\ IV MEAWCE y� SIA IN49,09 p�.9,,L,� - - - M. ]3V6 a STA 1466.% ( E • 95466J,33 . SPIA4 RA tj+26.A' ° plr TTZ STA 0400 8 08 Us M. V 36 73199" E . 9 RL9 SG 942xA9 CGfAEII 4IMOE C aR)i59iD SEE SIMqmw ttf LULUOMMM 11 II E . 951131UM EL . J2%50 T[YAS A k M UfNdIY 117- 9(S(MLII r1CU(Y ACRILI,LTDRE RSCWOI ENN I -- L-.- � i ------------------- r Ii i I 1 i i �. (I 4 --I----------- RAS CPOSRW I AtPWLT RIMS S r S1L I At ITURNR0�5 N 01 UmUtNU SEF SNEEr sit i I ( E . 9551J9.16 CIND SPUR 109+09.5I ............................... ....... '.. _:_____-. 79+56 -- bo+00 -- 95+Ob -- _ ..-. .............___ _................ __ ____ ___ OU -_ -9i -- Io0ad0-_ _155a00-- _ __ _ I TAXIWAY N-$- D(DLCTNE ALTERNATE C OEOLCT6E ALTER AR 8 (SN..9-09.5, 1. 69+0931) DOXXW ALTERNATE A AIR CARGO (AN 89+0931 le SXO AREA (Sle 19409.51 iP 6940931) Hu CLIRPROM 1771-7 NI6TRUCT 12.2W TAV% RO [f 115( TPA01 C RUCT 206.N TPIL% (EET 10 CUM PONT IST4t anonlc ttsi NCLICK ill 130 TURIOIR 4LSTA1 mm van OLIVA W3 Tx0 19 TLRvgni PIST41 � STRILTUIE3 16TR1 NxLm a CRDSSRO R.V 5%IMOC AT OID U.S. U AW LY. t294 w,wLL w TWER C90S4N3 C05TRICT ALL 919GAOE Aw) CMxtlrc ra OS AS NOTES: I uIUPY AOAb1MENr TO a rniOUCRO In OTNOS 2 DIM ORION - ORIMRNC SPEED - 11%P14 - RAM. /1 RELAY. 11 - S PATES - 731 . it - TPAD( SALES - 5/f . f CROR IRS W WWY WOE Y . f . W Lm - )*NWAY CROS9RC SURFACES - PRECIST Mw_RIE - PRMAR L'PoSA° 10 RWACES - AVIMLT RR6gITS ma WOW) - 110.11 (13q Rµ) - RIRR%RS eLQ SPUR) - w 9 (115 W --6IUA51 - ARW SUE W. 5 (W.) AA MOOS - aN.E ON TYPE 3 STATM)RIO r01t ER6TW W IRACPAOE OBNSD 111OE 11E Ai. R SJ. R. W., R]R OF NAY " TPACIL 11V, NNM[Y-SL9R.-bqN M.P. N5 TO Y.P. U& C.E. 13132 SWCNPS A CITY OF LUBBOCK LUBBOCK INTERNATIONAL AIRPORT RAILROAD SPUR TO SERVE THE INTERPORT TRADE CENTER EDA t 08.49.03071 !'dud 2 Scae rawing .p nn 1 }ARM R III w M. D.vb�bn ti•/q V.0 LVB9YR Pr°RI R'. q-%P-11 SITE PLAN G03 o928 LEGEND — " R agwM II scx ® RORR NE NOTES: I. M CINIrc wc mSVd@F FOR rLL RWtE fxm4. :. w wrA a Raw 4a9Jm 914E E SF�Lx ()) CPRCIrtM CMf%aw Mrs. ROADWAY CROSSING AT OLD U.S. 87 Ms Resolution No. 2001—RO256 • • EDCE OF pKmENT • •Nl�'a.a �i,iyl,1 - i I�..'�. '•.f••'Ra •r ;:�• ::r•• •; - 4.���•�.i••r.❖..r6i�i�i •i1••••i �•i. i.; 1 I.:• ••:��❖:•:1:❖:❖�❖.7�• •,••1•• •.� : 1 'y1R r.:•:..❖:❖:❖:•:gig i*,, • •: ' �• :>•:�❖:�:❖:e•:❖:•••W434U • ••r1 - r• nloii•�12, WEATHER AT •••• rvr • r•••••2ri,,C••H• ems• . Ir.• RGACWAY r �1 ::•••••r•••'••••iiii•,•••i • 1 1WEATHER is •••••riii•••••iiiiii•.tltlr Jii•Oii0•iiii• �iii•,• } 45*4 w a & o.c. (ccAmE I to CERIImRE m Rmox ) mER �I 1ICEND ® TYRE ■ R4RRMDE �. Sp RR1.5 . la'OC� 1 NSf I Rams TORE � 1 IERRpRNfl wL WEATHER RMYRAY , I NOTES: 1 I. 6 RISRON59[ FOR WRAnwTIC y AK om AA mvls co 2..wRRN W WiH(al,lq ry SSHALLBESSUCH (7) CORSECUIM cVflOw RK DAR MR I 1 m.r wY E osm M = a MR& 1 p i 2T O. . 75' O.C. I O 1 I I I I I 1 , ,tROADWAY CROSSING AT FM 1294 Ra s - - _ Rauao Ro. <9> M20-10 1ar%•E- a. 5 cw1J-1 1erxier .................. :................. .................. :: Ais 1. n aaaR. a. .0 aaaa.aaaufaauua uouvunouu P-Ndh^ R11aR..1.4w. R [rgMn. • ktMKh •b•vs luwrN 0 Rs vh. .r1Y S aa« ..........,x....w }� 85468 '•' III�1••`syaii�F � IR Z-Ib -c1 CITY OF LUBBOCK LUBBOCK INTERNATIONAL AIRPORT RAILROAD SPUR TO SERVE THE INTERPORT TRADE CENTER EDA i 08-49.03071 Reduced 1/2 Scale iJrawIng E)CNI Ii A } }yyl PONT Rr on. oksirn RaP}art. maloa ..FI ... o�. ml,-n TRAFFIC CONTROL PLAN C13 &2a ^"^ AyNALI ROAD WITH CALGHE ROAD CEMENT BASE C IE 1. T WRAP GEOTEXTILE FABRIC ON BON SIDES OF BALLAST AND UP OVER THE TOP OF TIE, TACK WITH CALM, NAIL. PERFORMED — UNDERDRAIN PIPE (CORRUGATED METAL) 2 1/2- 1 12' BALLAST r., "•jt�R°°o< ro RSPTrxynern GEOTEXTILE FABRIC TIMBER GRADE CROSSING NO SCALE NOTE' (EORERE BON ROSIN- O I. WHOVERLAY THICKNESS IS LESS THAN 1-INCH, SAW CUT AND PAVEMENT OR MILL EXISTING SURFACE EXISTING OF THE BEFORE PLACING CING OVERLAY. 2. OVERLAY TO BE RACED IN MAXIMUM 3" LIFTS. 3. ONE S*E SHOWS ASPHALT APPROACH. THE OTHER SIDE SHOWS A CALICHIE APPROACH. SEE PLAN SHEET FOR REOIAREMENTS AT A SPECIFIC CROSSING. CRC TIES RAILS Ir T�P I.A.—I, ° .r. PLAN TIMBER GRADE CROSSING NO SCALE WRAP CEOTEXIILE FABRIC ON BOTH SIDES DF BALLAST AND W OAR THE TOP OF MEAN LACK MN GALV MAIL. UNDERERMAIN PIPE (CORRUGATED METAL) MATCH TRACK ELEVATION ROAD MATCH EXISTING GRADE SEE NOTE I. NATURAL GROUND —GLVr6EIILE FABRIC AROUND DRAINAGE PIPE 1 _0. WRAP GEOTEXnLE 6' CGMP FABRIC AROUND (NpNPERFORATED) PIPE AND OPENING PERFORATED UhUERDM' Pp PmE FILE (CMPURAM (CORRUGATED METAL) ROCK BALLAST 2 THICK HAUG PRIME AND TACK COAT Apio°°- ... _ 12' CEMENT r11—III— _ '—III—I STABLZED BASE 11- -III—I .\\ COURSE / I -I I I GEOTEXTILE I=1I I- III-1 FABRIC I I 6' I- III PROPOSED BOX CEMENT DRY WELL CULVERT STABILIZED NO SCALE i BACKFILL FOR CULVERT INSTAI I ATION 3/4' STEEL DOWEL 1• T Pro N PAurr PLANK IN SCREW PLANKS 1' MAX SHIM AS CROSS TIE REWIRED SECTION B NO SCALE 3' X S' . f/M 3. ANGLE (TYP.) 2.5• (Tw') PREFORMED RUBBER (TYPJ RANCEWAY FILTER (TYP.) NEW 115 LB. RAIL FULL DEPTH CWCREIE GRADE GROSSING PANEL A 41 ` r AST �1 roe o GEOTEXTILE FABRIC 1/6' NEOPRENE NEOPRENE BEARING PAD CEMENT -TREATED BEAS BASE SWPOIT FOUNDATION BEARING PAD TWO PIECE PANEL NO SCALE '12" CHAMFER Resolution No. 2001-R O256 BACKFEL WIN EXCAVATED SOIL AND COMPACT TO NATURAL GROUND DENSII (MAX, 6' LIFTS) TYPICAL RAIL JCMT 0 GEOTEXTILE FABRIC O NOM RAIL ANCHOR SHOWN IS'WOODINGS-VERWA (•W_V.)• 1- ACCEPTABLE RAIL ANCHORS SHALL ALSO INCLUDE NE 'IMPR -III FAIR, SNAP -ON, ONE PIECE. OR EQUAL (I.E.-PCRYEL' CHANKLOC.- OR ANCHORS SMALL BECUSED THISOP OJECT AND SHALL EALLYBE OF ONE TYPE. EITHER'W-r! OR WE Q THE OTHER MANUFACTURERS LISTED. TYPICAL RAIL ANCHOR INSTALLATION NO SCALE NEW GAGE ROD SWARE NUT TYPICAL GAGE ROD INSTALLATION NO SCALE OPEN TRACK ANCHOR IWATION NQTFS,.LTYPICAL RAIL ANCHOR 172 TACK 1. EACH RAIL WILL BE SPIKED WIN TWO SPIKES PER TIE PLACE ON TANGENT TRACK STRAGGERED NOT MIX ASPHALTIC CONCRETE WIN INSIDE SPINES TO THE EAST OR NORM AND OUTSIDE SPIKES TO THE WEST OR SOUTH. MATCH TRACK ASPHALT OVERLAY TRANSITION ON CURVES A THIRD SPIKE IS REWIRED ON THE GAUGE SIDE OE THE RAIL RAIL ANCHORAGE ELEVATION MATCH EXISTING PAVEMENT ELEVATION SHALL BE PROVIDED AT A MINIMUM RATE 16 AN PER 39• PANEL. SEE NOTE I (ABOVE WITH TIMBER CROSSING DETAIL) OPEN TRACK AN EXISTING PAVEMENT —TACK COAT PRIME COAT 12' CEMENT STABILIZED BASE COURSE AROUND CONCRETE GRADE CROSSING �M•RERFORATED UNOERDFAIN PIPE JAL_ R�`OU NO SCALC (CORRUGATED METAL) L2. BIT DO PANELS TO BE TREATED PER SPECIFICATIONS. MIXED HARDWOOD TREE OF WANE D. BRANDING. EACH CROSSING PANEL SMALL BE IDENTIFIED W THE END WIN MANUFACTURER 0, YO/M MANUFACTURED, WEIGHT RAIL 1�AST N CUCH CROSSING AREA SMALL BE CLEAN CRUSHED ROCK BALLAST, 12- BELOW BOTTOM A. PANELS SMALL BE MANDELED CAREFULLY, SPATTED AND STACKED ON LEVEL GROUND O TES. TOP OF BALLAST TO BE 2- BELOW TOP OF DES. TES THROUGH CROSSING SMALL BE NO. 5 TO PREVENT WORPAGE T'EA ENDS HARDWOOD 19 3/16' ON CENTERS, IN COED ON ME. N 5. 5/3'f12- TWIN LEAD TIMBER SPIES FURNISHED SEPARATELY 6. I ENDS H CROSSING 1 PANELS SHOULD BE CENTERED CO CXM 3 NERMITE WELDS OR RAIL JOINTS SHOULD BE LOCATED OUTSIDE THE CROSSING WHEREVER POSSIBLE, T. GAGE VIA AND FIELD SIDE PANELS ARE FIINTERCHANGEABLE SP0 WN OCR RAIL SHOULD BE RELAYED THROUGH CROSSING (MINIMUM RAIL WEIGHT, n5 LB) BEFORE NEW TES R ALL CROSSING PANELS HAVE CLEARANCE FOR PANDROL PLATES AND CLIPS MIND CROSSING OULD ARE INSTALLED NO SCALE �� r-TYPICAL RAIL JOINT r TYPICAL RAIL ANCHOR TURNOUT ANCHOR LGGAT,W NOTES,. I I I I I I 1. SEVEN LOCATIONS (52 ANCHORS) SHALL BE REWIRED PER TURNOUT. 2. LOCATIONS CAN BE ADJUSTED (UP TO TWO TIES AWAY FROM THAT SHOWN) 50 AS TO AVOID RAIL JOINTS, FROGS AND TWIN SWITCH RATES. TURNOUT ANCHORR NO SCALE NOTES FOR AtANMOR IOCATI _ 1. NEW (ON RELAY) ANCHORS SHALL BE INSTALLED PER TYPICAL CONFIGURATIONS SHOWN ABOVE. 2. ANCHORS AT EACH LOCATION SHALL BE 'BOXED' AROUND SAME TIE. TYPICAL RAIL ANCHOR LOCATION DETAILS NO SCALE PAIA! BniM1 QRFtfRf, 116 (rgneera • M1NIf<N Pbmen weesA u R.e IRA.M Mufti •f WNW.... CITY OF LUBBOCK LUBBOCK r INTERNATIONAL AIRPORT 1rJ e z: L RAILROAD SPUR TO SERVE THE INTERPORT TRADE CENTER EDA # 08.49.03071 Reduced 1/2 Scale Drawing EXHIBIT A 2nxm eR sT Y bN brv61M wryPn.. MUMM neKr+•. Or-mn-n ROADWAY CROssINO & MISC. TRACK DETAILS C 1 6 0} 28