Loading...
HomeMy WebLinkAboutRES 13-073RESOLUTION NO. 13-073 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager be and he is hereby authorized to grant a Pipeline License Agreement to Crosstex NGL Pipeline, LP, substantially in the form attached hereto as Exhibit "A," to install a twelve inch (12 ") pipeline which will cross two (2) twelve inch (12 ") sanitary sewer force mains, and right -of -way crossings at Lawrence Drive, Voth Road and Helbig Road within the city limits of Beaumont for the purpose of transporting natural gas, said pipeline is to be constructed in compliance with City requirements. 2013. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 2nd day of April, fi • - Mayor Pro Tern Coleman - CITY OF BEAUMONT APPLICATION FOR PIPELINE LICENSE AGREEMENT THE STATE OF TEXAS § COUNTY OF JEFFERSON § Business Name,. CROSSTEX NGL PIPELINE, L.P. Business Phone. ( ) 214-953-9500 Business Address: 2501 CEDAR SPRINGS ROAD, STE. 100, DALLAS, TX 75201 The city of Beaumont, hereinafter called "City", for and in consideration of the sum specified herein ONE THOUSAND THREE HUNDRED TWENTY SEVEN DOLLARS AND 50/100 ($1,375.50) hereby grants to CROSSTEX NGL PIPELINE, L.P. hereinafter called "Licensee, the license to Jay, maintain, operate, replace, or remove a pipeline for the transportation of oil, gas, water, or their products, on or across the following property situated in the City of Beaumont, Jefferson County, Texas, and being more particularly described in Exhibit "A" attached hereto and made a part hereof for all purposes. Street Name or R.O.W. 299i2jim Length (Linear Feet) LAWRENCE DR. 30 FEET VOTH ROAD 30 FEET HELBIG ROAD 30 FEET MISC. SEWERAGE & 600 FEET WATER LINES I — -- - ------------ EXHIBIT "A" Licensee shall make payment to the City of Beaumont as follows: License Agreement fee • $500.00 Annual fee of $2.25 per linear foot tof pipeline located within City property. Said fee shall be reset on January 31, 2011 and shall be resat every ten (10) years, thereafter, to a level to be determined by the City Council or their delegated representative. All fees, including the first annual fee for linear foot usage shall be made to the Engineering Division and payable to the City of Beaumont prior to construction. This license is granted by the City of Beaumont subject to conditions. Failure to comply with the following may result in termination of agreement (see page 8). qeI .: m • g Iv M_ _ on Licensee does not intend to sell product for resale from the covered pipeline to customers located within the City, however, Licensee recognizes that should it sell product for resale from this covered pipeline to customers within the City, it will be required to report such distribution and when lawfully required to do so, pay a street rental fee based on revenues. The annual fee and theregulations controlling the payment of such fee will be those as lawfully established by the ordinances of the City. All pipelines crossing public fights -of -way shall be bored from right -of -way line to right -of -way line. Within these limits, the pipeline shall be protected by casing or other method approved by the City and/or the Texas Department of Transportation. The pipeline shall be, constructed in such a manner as approved by the City so as it does not interfere with the use of the City property. • The pipeline shall be installed a minimum of five (5) fact below the lowest existing or proposed stitch grades, waterlines, sanitary sewer lines or storm drainage lines, unless otherwise authorized by the City and/or Texas Department of Transportation. Such grades and lines shall be indicated on map submittal; as well as depth of proposed pipeline (see page 4). The construction and operation of the pipeline shall not interfere with the natural drainage in that area nor with the drainage system of the City, nor with sanitary sewer lines, waterlines, or other utilities. Damage to existing ditch grade during construction or maintenance of the pipeline shall be corrected and the ditch grade shall be restored to the condition and grade at which it existed pry' to construction or maintenance. Bore pits shall be backlilled according to City standards. • Excavations necessary for the construction, repair, or maintenance of the pipeline shall be pedfomed in such a manner that will cause minimal inconvenience to the public. Licezw shall promptly restore the area to as good a condition as before working - the= and to the reasonable satisfaction of the City's Engineering Division and/or the Texas Department of Transportation. • Operations along roadways " be pezformed in such a manner that all excavated materials will be kept off the pavements at all times, as well as all operating equipment and materials. All property where operations are performed, will be restored to original oondition or better. No equipment or installation procedures will be used which will damage any road surface or structures. The cost of any repairs to road surface, roadbed, structures or other right -of -way features as a result of this installation will be borne by the owner of this line. Barricades, warning signs and ligh% and flagpersom shall be provided by the contractor or owner when necessary. Only wider extreme carcunostimm, as deemed necessary by the City . Engineer, will open cutting of a street" or roadway be allowed. All barricading must be by permit and approved by the City (Public Works Department) in advance. Any construction which takes place in, on under, above, or across property not owned by the City shall require additional permission by the owners) of the property involved. Written proof of said permission is to be provided to the City as part ofthe applicationprocess. Approval of thus license agreement excludes permission to do any construction on property which is not owned by the City of Beaumont • Any licenses, permits or agreements required by another governmental entity (County, State or Federal) shall be obtained and a copy of such document shall be provided to the City. if agreement is not required by said governmental entity, then dooumerrtation regarding such will be provided to the City of Beaumont. • Licensee shall provide copies of all necessary agreements to be obtained from other City Departments. • Licensee shall be responsible for acquiring all agreements necessary for the lawful use of any private property. o A map showing the location of the proposed pipeline shall be provided. (1 "- 2,000' City of Beaumont map or United States Geological Survey Map) o The pipeline shall be maintained and operated in such a manner as not to leak and/or cause damage to any City streets, allay, casements or other property. once the pipeline is in operation, any damage that Occurs to the pipeline which results in exposure or release of product must be reported immediately to the City F'im Department and Public Work's Department. Licensee shall folly cooperate with the Fire Department and provide, or assist with providing, any and all necessary notifications, evacuations or other necessary amions. Leaks or other defects are to be repaired immediately by Licensee at it's own cost. a The Licensee shall be responsible for the cleanup and remedmuon of contaminated areas due to exposure or release of product and any and all costs associated with said cleanup and remediation. • The Licensee shall be responsible for any and all costs associated with the relocation of the pipeline. As provided, the necessity for relocation of the pipeline shall be solely within the discretion of City and/or the Texas Department of Transportation. • Permits which allow lines to be maintained or constructed in City right -of- way shall be obtained by Licensee or it's contractor prior to beginning maintenance or construction The fee for such permits is in addition to this License Agreement fee. (See Cost of License) • Installation will be done in accordance with all City standards and statutes of the State of Texas. Licensee shall furnish the City with a Certificate of Standard Liability Insurance, including bodily injuries and property damage, naming the City of Beaumont as an Additional Insured. Such policy shall provide for the following minimum coverage: Bodily injuries: S 300,000.00 per person 51,000,000.00 per incident Property Damage: $1,000,000-00 Such insurance shall be maintained in force and of ed during the construction or required maintenance of the pipeline and during the life of the pipaline.. Such certificate shall contain a provision that at least fifteen (15) days written notice must be given to the City prior to cancellation, alteration, or modification of such insurance• Licensee shall have in force with the City a surety bond in the principal amount of $1,000,000.00. The bond shall be payable to the City of Beaumont for the use and benefit of any person entitled thereto and conditioned that the principal and surety will pay all damages to any person caused by, or arising from, or growing out of any violation of the tarns of this ate. The bond shall provide that it may not be cancelled, altered, or otherwise modified without giving fif m (15) days prior wrifion notice to the City. The bond shall be good and in effect for a period of one (1) year from the date of completion of conshuction of the pipelinc. C Licensee shall indemnify, save and hold harmless the City of Beaumont from any and all claims for injuries and damages to persons or properly occasioned by or arising out of the construction, maintenance, operation, repair or removal of the pipeline. This indemnity expressly extends to claims alleging negligence by the City of Beaumont, it's agents, officers or employees, arising from actions taken or occurrences under this Hoense agreement c If the pipeline or any part thereof installed by Licensee shall be in any respect damaged or injured by City or any of its agents or employees in connection with the performance of any work or repairs that may be done upon the property mentioned heroin: Licensee shall not be entitled to prosecute or maintain a claim against the City of Beaumont for any such damage or n4uries so sustained by it; however, said conditions shall not prevent Licensee from recovering against any contractor who shall damage Licensees property in the course of such contractor's performance of any contract with the City. City will use its best efforts to notify Licensee of any proposed construction and/or maintenance, to be done by City forces or by contract for the City, within the R.O.W. involved with this license. Notification, to Licensee, of other construction and/or maintenance permitted by the City and within the R.O.W. involved with this license will be the responsibility of the company obtaining said permit. Licensee shall mark the location of its lines within forty -eight (48) hours after receipt of such notification of proposed construction. Licensee shall maintain a local, or toll free, telephone number to be called for notification of construction or maintenance and for location of lines. Such number, or charges to such member, will be provided to the City (Department of Public Works) and kept current at all times. I—Ws number shall be provided to entities permitted to construct, maintain or excavate within this City R.O.W. and which are required to provide notification of such work. When information has been relayed to Licensee, through the phone number provided, such contact shall constitute notification for Licensee to provide location of its lines. Failure, by Licensee, to respond within the required time frame shall alleviate the responsibility of the persons) requiring the lines to be relocated. City reserves the right to lay, and to permit to be laid, sewer, gas, water and other pipes and cables, and to do or permit to be done any underground work that may be deemed to be necessary or proper by City in, across, along, or under any of the streets, alleys and easements, and to chop any curb or sidewalk or the grade of any said streets. In doing or permitting any such work, the City of Beaumont shall not be liable to Licensee for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Licensee's rights to recover damages against any contractor or third party who may be responsible for damages to L'icensee's facilities. o Whenever by reason of the change in the grade of any street occupied by Licensees' pipeline or construction of a new street or highway along or over said street, or by reason of the location or manner of constructing drainage structures, water pipes, gas pipes, sewers, or other underground construction for any propose whatever, it shall be damned necessary by City to relocate, alter, encase, change, adopt or conform the pipeline of Licensee thereto, such change snail be made promptly by Licensee at its cost and without claim for reimbursement or damages against City. if the change is demanded by the City for the benefit of any other person or private corporation, except the City or the Texas Department of Transportation, Licensee shall be reimbursed fully by the person or corporation desiring or occasioning such change for any expense arising out of such change, provided, however, should the change be requested by this Texas Department of Transportation or be required due to construction of a suite or federal highway, Licensee will, upon notice from the City, make such change immediately and at its own cosh it being understood that City will not participate in any part of the cost of any change involving relocation, altering, encasing, boring, or ganging in any manner of the pipeline where same is in a City street , alley, easement or other right -of- way. NOIVI o Any and LU work to be performed on City right- of-way (R.OX) shall be observed and inspected by a City rotative. Any work to be performed within the City limits will be subject to periodic inspection to ensure compliance with oonshuction standards. o Licensee shall provide the City (Public Works Department - Engineering Division) twenty -four (24) hours prior to the installation of the lines permitted by this license. Licensee shall also notify the City twenty-four (24) hours prior to any street or RO.W. crossing. A representative will be scheduled to be: present The expense of such inspection services may be billed to the Licensee and such amounts will be reimbursed to the City. Licensoo shall notify the Engineering Division at least forty - eight (48) hours prior to completion of work and removal of equipment from the job site to permit the City to make an inspection. F.It t 1 IV *!► This license is personal to the Licensee. It is nonassignable and any attempt to assign this license will terminate the license privileges granted to Licensee hm mder This agreement is subject to termination by the City if any condition specified herein is not met. This agreement may also be terminated by ft Licensee. Eitber party attempting to terminate this agreement shall give written notice to the other specifjnng the date of and the reason for, termination. Such notice shall be given not law than thirty (30) days prior to the termination date therein specified. Any written notice may be effected either by personal delivery or by registered or certified mail, postage prepaid with return receipt requested. Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Name. of Licensee. CROSSTEX NGL PIPELINE, L.P. P.O. Box 3827 Beaumont, Texas 77704 Address of Lic enaee: 2501 CEDAR SPRINGS ROAD, STE. 100 Attn: City Manager City and State; of Licensee: DALLAS, TX 75201 Upon cancellation, the pipeline shall be removed and property restored to a condition acceptable to the City Engineer. In the event of carim ion, any and all monies collected for fees associated with this agreement will remain the property of the City. There will be no reimbursements.. C mmencement of work on the pipes by Idoensea aft the dates of this frilly exearted lic am shall be construed as evi la= of Liomme's aoceptanoe and approval of the conditions above set forth. IN WITNESS, WHEREOF, the City ,of Bounion4 Texa% has ca med these presents to be signed by its City Meompr and the seal of the City to be herewith affixed by the City Clerk, this "H dap of MARCH . A.D. 20 13 CrIT OF BEAUMONT, TEXAS By Kyle Hayes, City Mmager n-v -ii-ag City Cleric APPLICANT'S CObV1E'ANY NAME: (LiCOUM)CROSSTEX NGL PIPELINE, L.P. Repcoented by., !i' C1"-.-- 1. DIRECTOR OF LAND - PNGLILIG Title ATTEST: By: swrBtuy a. le _ ;Ids i JEFFERSON COUNTY, TEXAS { Area of td . Ins •. Proposed Work ,A ",er JEFFERSON COUNTY, TEXAS THOMAS SPEAR SURVEY GEOOED; OAIW: HAD" Q3� ,,3., Al2vicer ' f o ZaNC: U.T.M. 11 (ROHM) .I m: us SURVEY fm ABSTRACT 50 RI FEET 1 .. — - -- tole ,# oyzl a1 ii T Z LAT 30.1 57293aN, LONG 94.1 56506 "w 1 04 Mo io 19 B O f 193 a ,w Pat E IaASj xJ R) Mod �. e# �a ! ¢ i 114 61 JC .ads a w 1y # a 0. ( 1 VICINITY MAP n z °n a o z E7 o 0 I 0 % 0 MOTTO eCfaE ¢ 6 V F ! W O rr D �_i Y W O ~ ¢ L < laI b Sw W N < r In -a G v a V - :i n 0.= In Dl N ( N a o N fL PROPOSED 1 2" PIPELINE + + Nf N� ^ + N 111 + ej� N N3 ^ + N Q�aO ^ + N + N + fT n � ss� f Uneeryr«NWutNlle INNI/mp okmslwwIhm ete portedidl"Il best*PPWOn.W W" evklmE. Not>ou1c1l«Ieer aeBCn «probrgappEllas PLAN allm« artier aI#Abs�IES pelklm00. SCALE -1' . 10 zl �O. ¢ m 3 3 as < 0 ? a d O a 0 a E o 0 0 WARNING SIGN IL! to O' 0 I C O ! p WARNING SIGN iTYPIDAII & < >Z Y y u' w d < ITYPI13ALI 6 TEST STATION r) N h h N IN TEST BTATiam 40 - ....._— ____....8 __ 1�nj7 .....,0 (.....___.._n __ __ —m 0---- t0.___,. 40 .1.1 + + -1- + .1. + N N N N N N N N SO S 90 ftt 213 ww 7 10 SIPEOIFIOATIONB P /PEt 12. - 7570.0• % 0.97 S-W.T. SMYS: API SL % 60 MAOP: 2 100 PSIS COATYN/G: 1 4- 1 6 MIL FIND W /ARO INSTALLATION METHOD: CONVENTIONAL BORE PRODUCT: NATURAL OAS GENERAL, NOTE*: 1.1 COORDINATES ,ARE BASED UTM ZONE 15, HAD 89, U.S. FOOT. 2.1 ELEVATIONS ARE BASED ON NAVOB6 DATUM. 3.1 PIPELINE WARNING BIGN■ SMALL BE INSTALLED AT CROSSIND. 4.1 STATIONS ARE LOCAL AND NDRIZONTAL4Y BASED. PROFILE VERTICAL SCALE: Y •7D' HORIZONTAL SCALE I -. 20 CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING HELDIG RD. (ASPHALT) JEFFERSON COUNTY, TEXAS - fuOIGO JOHN CHAME LAND SURVEYS, INC. a 00d91MDWWL*MVE1MIA70M 4� P: OM zv -"w P.("n 297 -1300 GEOOED; OAIW: HAD" pro{, Apr.:. RM SCALE 0 20' ZaNC: U.T.M. 11 (ROHM) .I m: us SURVEY fm ".f.d: 3 /2I /I1 1 RI FEET 1 .. — - -- Job No.: 11 -03e4 Defe; a/aej12 0— JMLI/RJY Sheol: 0f: U\za rtllWsnr,.w.l.rfluogr.rwAor, r wwayb.m\R- rxJ.s -uJ_ a.Aw 1 1 toaij E- .a)i ; 711 P PROPOSED ROAD CROSSING as pIpIMA uwg a1R tMM 8p1 MIa Wild i JEFFERSON COUNTY, TEXAS Wldamc Noamat1INRR 188gchmpml>Y'ID IIIpWoiwP PLAN y „oI 3. F a�"� as Area of -1 10 1105 i , ti avow 1111Rt utmm..�.1�I11Ra: SCALE; I' -ZV D Q a o W a w o W.S. DYCHES A -1 7 U s 2 0 2 D h W O r r d + a I — R, tpd: PNRt-e: 2/7/13 vProposed Woi „� toij • ,.� I Iu1J MnGR G O NI + m D R z h t1 a d a lake w 62 k O dl � la D O 1IL ✓ W 2Afl�1; 1aa �� � x � wa • 0__ i1t ! N eld I+ a a l�China _PGI WARNING BIGN ITYPICAL) .} O) 7 Si TENT STATION d O V W O m aO IS q I0— p I r VICINITY MAP a° Z m •10 = Nor TO SCALE __.._ 1X I p 3 ar 0 Z 0 STATE HWY. 237 HORIZONTAL SCALE: 1' -ST In o n I W o n d It7 ✓ q W If ID t, ✓ ,. h y 4 0 h Z W ✓ q fL PROPOSED 1 Z” PIPELINE + V -f + + ” + N {- h +. h m Ia ,D B B O >a ID O I SPEOMOATIONIN ROAD TYPE: ASPHALT PIPE: 12.750.0. %0.37e..T. SMYS: API 5L X BO MADP:. 2 -rao PS/G COAT$NG: 14. 16 MIL FRO WARD INSTALLATION METHOD: HOD PRODUCT: NATURAL OAS GENERAL NOTEB' • 1,) COORDINATES ARE BASED UTM ZONE 1 5. MAD 33, U.S. FOOT. 2.) ELEVATIONIS ARE BASED ON NAVD83 DATUM. 3.1 PIP£LIN£ WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 5.) INTERSECTION IS LOCATED AT: N 11394E1269.141LAT. 30.159503 E 1270347.50/LDNG. 94.171355 d PROPOSED ROAD CROSSING as pIpIMA uwg a1R tMM 8p1 MIa Wild i TX245 -1 45 Wldamc Noamat1INRR 188gchmpml>Y'ID IIIpWoiwP PLAN D El Z al w s 7 I avow 1111Rt utmm..�.1�I11Ra: SCALE; I' -ZV D Q a o W a w o 0 3� a r of U s 2 0 2 D h W O r r d + a I — R, tpd: PNRt-e: 2/7/13 0 G O NI + m D R z h t1 a d a D O D O 1IL ✓ W el m N eld I+ a a WARNING BIGN ITYPICAL) .} O) 7 Si TENT STATION d O V W O m aO I0— __......�.....__.._...__ —_ - --- •10 - .a0 Tli SOUTHERLY ALONG OIL OF LAWRENCE. OR. (STATE HWY. 1931 PROFIL_E _ ^^D.93 MILES. TO INTERSECTION OF I /ERTICALSCALE: 1' -40 STATE HWY. 237 HORIZONTAL SCALE: 1' -ST SPEOMOATIONIN ROAD TYPE: ASPHALT PIPE: 12.750.0. %0.37e..T. SMYS: API 5L X BO MADP:. 2 -rao PS/G COAT$NG: 14. 16 MIL FRO WARD INSTALLATION METHOD: HOD PRODUCT: NATURAL OAS GENERAL NOTEB' • 1,) COORDINATES ARE BASED UTM ZONE 1 5. MAD 33, U.S. FOOT. 2.) ELEVATIONIS ARE BASED ON NAVD83 DATUM. 3.1 PIP£LIN£ WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 5.) INTERSECTION IS LOCATED AT: N 11394E1269.141LAT. 30.159503 E 1270347.50/LDNG. 94.171355 d PROPOSED ROAD CROSSING LAWRENCE DR. (STATE HWY. 1 83) TX245 -1 45 JEFFERSON COUNTY, TEXAS D El Z al w s 7 I = DLLLEBGW HILAFAYEFTE, LA 70506 m D Q a o W a w o 0 3� a r of U s 2 0 2 D h W O r r d + a I — R, tpd: PNRt-e: 2/7/13 to ® + a 0 O +I m O NI + m D R z h ID d a D 3 3D RT1t 41' - •1D PROPOSED 1 2" PIPELINE CROSSTEX N ©L PIPELINE, L.P. PROPOSED ROAD CROSSING LAWRENCE DR. (STATE HWY. 1 83) TX245 -1 45 JEFFERSON COUNTY, TEXAS -filQRO JOHN CHANCE LAND SURVEYS, INC. = DLLLEBGW HILAFAYEFTE, LA 70506 m RMffiT-OMP.(gT W -13W ocoaEtle OAIVY:RAM3 Pros tyr.: RAF' SCALE 0 20' 7a11E: 0.131. IS iM0.41N1 Oft 0015; US SWM 1Ett R, tpd: PNRt-e: 2/7/13 IN FEEF Job No.: I1 -0344 Ootq: 6J27J12 orwa: 3NN /RJN Sheaf 01: ,\ M�PPm81A�ReeIl�R- T #IS- HS.a.y 1 1 1 37 PROPOSED ROAD CROSSING JEFFERSON COUNTY, TEXAS oil JiT!!-12 JOM CHAME LAND SUMS", INC. Zl� 2"= W.S. DYCHES SURVEY tociArea of,-L, 10, 06.11, a, 0 SCALE 0 60* zow_- ILL 5 WD Von: US Alley" r"T A-1 7 Proposed Work, - I? ,A, 1 3q Mwk Lake to 0 20 ru "380 I '5 3 WAS e 2�2 Md IT Nww '_ U7 61 ci ci I M C, . a u a w 0 z 0 VICINITY MAP L 4 a 93 w > 0 Ln a x w Cx L 4 T TO SCALE Iq 1, m a IT ❑ N D 4, w m IN N 01 + + + + + 1+ (L PROPOSED 1 2' PIPELINE aaI I-1 NOTE I 0 Und.rmwirId VOOM W4W PIPOM *IIIIilon twiiami SO -* plalkod aft So bw&Ww"*,dvW* vk$efta ft couA hanIii I, rI mpdairodposlim PLAN LL an&w omw ummus IaRRPINGOAd SCALE: 1•• 20 W Jq FI 1 0 0 0 mi? i 0. 10, > L & a 4 m W�' <1 I m N IA m r� 0 ❑ - Ci + +I + + + + M 0 14 vi I ti M tq WARNING SIGN WARNING SION (TYPICAL) N m m N N NI'' (TYPICAL) & TEST STATION t T I STATION I 50 1. 40 0 - - ---- ------ L 4a 30 —J 20 20 I 13 -2- NOTE PROPOSED 1 2" PIPELINE: PROFILE Tic SOUTHEASTERLY —DmO CA: or vcrrm ROAD VERTICAL $C&E: V- W -0.45 MILES To INTERSECTION OF u.s. HWY. 2137 HORIZONTAL SCALE: V- W 111111"'901FICATIONE ROAD Tyr - ASPHALT of"e.. 1 2. '7 S*M 13 O. X .37SW.T. "mys: Am 5L x 60 MAOP: 2100 P810 ua^nNa: 14-16 MIL r&O W/ARO INSTALLATION METHOD: HOD PRODUCY.' NATURAL GAS GENERAL HERB" I .) COORDINATES ARE BASED UTM ZONE 15, HAD B3, u,s- ram. Z.) ELEVATIONS AMC BASED ON NAVOISEI DATUM. 3.1 PIPELINE WARNING SIGNS SHALL OF INSTALLED AT CROSSING. 4.1 STATIONS ARE LOCAL AND HORIZONTALLY BASED. 5.1 INTERSECTION #8 LOCATED AT! N 947572.91 /LAT. 30.1 57475 . I 1 13 265378.3Z/LD.U, 94,103893 CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING VOTH RD. TX245-1 4B JEFFERSON COUNTY. TEXAS JiT!!-12 JOM CHAME LAND SUMS", INC. Zl� 2"= SCALE 0 60* zow_- ILL 5 WD Von: US Alley" r"T I'll-t-41z I in FECI - JEFFERSON COUNTY, TEXAS jf tr "' tl:lird: r I W. DIKES 'SURVEY Area of {,• 1 i A -17 Y Proposed Work r t i Ix•� _._,v i r,. •. �4f'!a! t � i ' I � it f ` t VICINITY MAP _ 1t 1 TOMCAIE ( t i i 30 ❑ j.__. —_ L - -�' ,.- PROPOSED 1 Z� PIPELINE + (_ 9 I1 { 9 9 4 �' e I 4 SEE NOTE $ 1 11 tt0 I D Z t 1 2 I E (a � w n N1D L 40 NI 4 <i`` t °i NE C Z 13 a ° O O ° ( O} p 'i1. 40 al E �I EI 'qu a D Wiff.> D Q 10i4 W it I( 1.� Oli=n Y> • =i # Ix ( _' °i •IL i0 Ivy �O Dill a ✓ m ` �4 4 I¢ SIN m', nl .,' nmIm mf o, n o1, mt of 'a m 41n�m mI �� N.• 4xw a/Mr aNINwS.NMVU slwlwl.Mlx_vI O 'pr. NI + la' 1. +I �1 �+ N + •F ,+ + + ' t + k ; • 44 M1 ID' mm df m it r h R h n r D 01a m aeM gwlMd ue+yy ltm llalaPlMMm9aIMIYtINr �� -- r1 ri PLAN r rnlcA±n,c NOCdfitTlLRSl IRTlWfhQ pRGAIR4LM(IawNR 1 m -. W _ 9 W WI W ,pl W 3 WI �0 QI[ O ;M1 uIIJ:w IMwn agmcWac I i ^! SOME. P.6p IllI 1' I QI hl �. l`� 4 I IT. ,p O n � N p E o. N a i 1A1 �2' I 01 4 10 4a O r < 0 a i { I Z rc a� t a >( a J a' a >I I, #I a L( �a,> a si (e -4 R ;a E. p Ifsf p �' ;n = r ° p U = q = p Zj 4 % O� (¢ L h_i Frl I W U 3•. O D :6 tl ,I a I ° �U ] •O ° iii 4 �n , < Z F 1❑ 0 �NI O N ^1 M ❑ V a WA6 R M NI'a Ni4N � ❑ N n — H IYI `W it N VG O (TPUAL W W h QI h W; + IR TS BATTON ++1 + + +1 4 + + 4 /a4 d i 1 n N A W 4 m 0 W O O t. h. n P n n n h m m; W sG r _....�W r • "n r �n� -r 'r r � D l _ 30 - I PROP05ED 1 2 PIPELINE > 13 0 .30 ._..._ ... ____ ... _.._.___ .... .._..._ - ..... .... ..... ,_- ..,.._ -30. NUTE TIE SOLFTHERiY ALOND CJL OF D.6. HWY. ZB7 . -1 .93 MILEW TO INTERSECTION Or STATE NWY. 105 SPEOIFIOATONH ROADTYPE's ASPHALT RIPE: 1 2.7.3".- - . % 0.373'W.T, tIml Apt 5L x 60 MA., $Iva —la CDATINQ; 14-16 Mil FBO WIAWO INSTALLS TIDN METIdDO: HOD PRTtDUCT: NATURAL.QAB QEHERAL NOTEW. i .i COORDINATE) ARE WAGED UTM ZONE 1 5, "AD 83, V.S. (DUT. 2 1 ELEVATIONS ARE BASCO ON NAVDH® DATUM. :'I 1 PIPELINE WAAN&N8 SIBNS SHALL HE INST'ALLEO AT CPOSSINQ. 4.1 STATIONS APE LOCAL ANO HUWAONTALLY BASFM 5.1 IN I ERSECTION IS LOCATED AT: N I U947539 1.8514-AT. 3❑. 1 57745 E 1 267094.36 /LONG.: 94.101631 PROFILE YLNTNJV, SCIN @' 1• . MV IIORILONIAL SOME: 1' . W CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING U.S. HWY. 297 TX245 -146 & TX245 -147 JEFFERSON COUNTY, TEXAS JOHN CHANCE LAND SURVEYS, INC. ••... z°o OL4110 DOW LAFAVEM to 7WN _ I' M" =41113M P:ISKF'/ WIAOB Amax, 01411N: "Al" MTI. MRr.: A.W SCALE 0 60 t.•INL: U.I.M. 15 (MXeSQ 1»o 01"M V5 9tRIV Atit RaWMtd: P4nlal: 1 /1pf5a IN FEET »! No.• 11-E314 OmC II/ 8f12 On »° JY4 /GCS GNM> of. .. _._.__.- _._�,.[ .... .__.- _..... L: �» N\ INU. �\ r.. rlouwrt \c.E�rP,m.lww \A- nna- NT.a.y t I 9N I4} e14 r- JEFFERSON COUNTY TEXAS 19 "0 J adok,r �^} DANEIL EASLEY LEAGUE SURVEY A-20 ' `pgGAr'eaof 1 f % 10I10s a �'rl z' Proposed Work. o Loh y Y v 17 ,►� 11 } _ ..� I / a + Port I �i j y !/ 3 r -ihNl4 kY In r.• Mldirlt x GYO + m + z + o a I} .5, VICINITY MAP VICINITY m o u 0 P �P o a ® JI S D P P O m j.7 NOTTG ScmE Y ay D A Z C R D 61 O 1 0 fLPROPOSED 1 2 PIPELINE D 01 A > u 6.11 n i = x o 1 576 +64 APPRO %. R.O.W. } I } - 1 uNl«,rw,lw won B. pIdIW uwp a» Iw1 �4prBx alavw,R fticl 4.. No 40 otIe4mmarchWWMM III PPWSI PLAN 1 I .Kara 4aor afteaoNB 4Blmmea. SCALE: 1-37 �Iz 3 F o� o E Y X z = g S h a a p l D F W 4 in D 0 m + + I+ 10 0 40 - n R — 30 — SO 10 D_._._.- .,�.......�.... N_OTS -20 — TIE SOUTHERLY ALONG C/L OF N. MAJOR DR. —1 .75 MILES TO INTERSECTION OF STATE HWY. 105 BPECIPIpATlONB ROAD TYPE: All"ALT PIPE: 1 2.750.0.. X 0.375w.T. BMYS: API 5L X 60 MAOP: 2100 PB/G COATING: 14. 1 6 MIL FOE W /AR0 INSTALLATION NET" o: HDO PRODUCT; NATURAL GAS LIQUID fl_ENERAL NOTE®: 1.1 COORDINATES ARE BASED UTM ZONE 1 S. MAD 133. U.S. FOOT. 2.1 ELEVATION" ARE BASED am NAVO88 DATUM, 3.1 PIPELINE WARNING SIGNS SMALL BE INSTALLED AT CROSSING. 4.1 STATIONS ARE LOCAL AND HORIZONTALLY BASED, 5.1 INTERSECTION IB LOCATED AT: N I0947754.69/LAT. 30.157581 E 12622072.937LOMG. 94.197524 PROFILE VEMICALSCALE: r -OO 140IRZONTAL SCALE: I- W CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING N. MAJOR DR, TX245-1 49 JEFFERSON COUNTY, TEXAS -fiJca0 JOHN CHANCE LAND SURVEYS, INC. 9OO W1Li.�pMEl IAR/1YET76 UL7090S IO 4eaarncaI44, II199.+ P.vj. Iigl.: RAP SGAIE ZONE; U:i.Y. IS (NDRIN) CROUNT9: 'US 51lIY[Y ftO RoANa: PN�IW: 2/7/13 IN FEET m p d $hod: 01: s d o (< L C Z Z O Z K F 4 p Z d O 2 0 p O �. 4 M 1- u OF 4 r P r M V 01 N n < r ® m IS t + + +I + fi + r r r r r r r Ir r r IS In In 91 In tn in In 1 25' w - 20 - 30'. _......�..�._.._..._..s___... —_ _.. Id •20 CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING N. MAJOR DR, TX245-1 49 JEFFERSON COUNTY, TEXAS -fiJca0 JOHN CHANCE LAND SURVEYS, INC. 9OO W1Li.�pMEl IAR/1YET76 UL7090S r. {m7i £12•IS00. F:(alrj877•IS00 4eaarncaI44, II199.+ P.vj. Iigl.: RAP SGAIE ZONE; U:i.Y. IS (NDRIN) CROUNT9: 'US 51lIY[Y ftO RoANa: PN�IW: 2/7/13 IN FEET lob No.:. 1.1 -03AJ I Oolo:.6 /29/17 1 Or -nI AIM \RAJ $hod: 01: 1:. 1141/ �1103t{ 1h+ NieMerT\ CAOI>MrNN'MIROOi1R- TX2I5- IN.do4 1 1 'v JEFFERSON COUNTY, TEXAS THOMAS SPEAR SURVEY 0*0 pal VICINITY MAP NOT TO SCAU 1 679 + 29 TOP BANK rL PROPOSED 1 2" PIPELINE = 40 20 " = ~° ~~ � 8 8 ~ 49' pnopooso ,orPIPcuwE~" PROFILE SPECIFICIATICINS SMVS: API SL X 60 COATINot 14-16 MIL FSO WARD P"O'C': NATURAL GAS GENERAL MCITICS: I. I COORDINATES ARK BASED UTM ZONE 15, NAD 83, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVOSB DATUM. 3.1 PrPELINK WARNINS SIGNS SHALL BE INSTALLED AT CROSSING. 4.1 STATIONS ARE LOCAL ^NO HORIZONTALLY BASED. � g '4 PROPOSED 1 2" PIPELINE CROSSING FOREIGN PIPELINE CROSSINGal .JEFFERSON COUNTY, TEXAS -fuEEO JOHN CHANCE LAND SURVEYS, INC. SCALE 20, WIS; 60 = = " (DEPTH UNKNOWN. FIELD VERIFY) °" °" ~m + CROSSTEX NGL PIPELINE, L.P. PROPOSED 1 2" PIPELINE CROSSING FOREIGN PIPELINE CROSSINGal .JEFFERSON COUNTY, TEXAS -fuEEO JOHN CHANCE LAND SURVEYS, INC. SCALE 20, WIS; rk �i �! �:. e. 0 1 -711 ��,�I =Ill�lill� � ��; 11111 1111119 �' � �`` �'` �� __ ! . �_ _ VIII 1�111i11�9 � � � �: ' � r�lill�lllllllll� r r� _. ���. �� �� �- .f.:.:a� �� �. �a. •� G Y ® j I��,4 ' ,� b �. �' ��.r�' ". ? � ., � i 1 •� �'f 1 i �l��'��'�0 � i���Ill!�����F'I�I�� lii�i{�'i'�; ®� �� �,��� �: '- .� ��' P t� ��' ��'�� !Rl�AIlAMM P,E -- - xvPb ____ _ - -- .. �� _ . �ARt, !AlAAI�IL 0 E u;: i see wewni'� � �� +�� «« CITY OF BEAUMONT APPLICATION FOR PIPELINE LICENSE AGREEMENT THE STATE OF TEXAS § COUNTY OF JEFFERSON § Business Name: CROSSTEX NGL PIPELINE, L.P. Business Phone: ( ) 214953 -9500 Business Address: 2501 CEDAR SPRINGS ROAD, STE. 100, DALLAS, TX 75201 The City of Beaumont, hereinafter called "City", for and in consideration of the sum specified herein ONE THOUSAND THREE HUNDRED TWENTY SEVEN DOLLARS AND 50/100 ($1,375.50) hereby grants to CROSSTEX NGL PIPELINE, L.P. hereinafter called "Licensee", the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of oil, gas, water, or their products, on or across the following property situated in the City of Beaumont, Jefferson County, Texas, and being more particularly described in Exhibit "A" attached hereto and made a part hereof for all purposes. LAWRENCE DR. 30 FEET VOTH ROAD 30 FEET HELBIG ROAD 30 FEET MISC. SEWERAGE & 500 FEET WATER LINES Licensee shall make payment to the City of Beaumont as follows: o License Agreement fee - $500.00 o Annual fee of $2.25 per linear foot of pipeline located within City property. Said fee shall be reset on January 31, 2011 and shall be reset every ten (10) years, thy, to a level to be determined by the City Council or their delegated representative. All fees, including the first annual fee for linear foot usage shall be made to the Engineering Division and payable to the City of Beaumont prior to construction. This license is granted by the City of Beaumont subject to conditions. Failure to comply with the following may result in termination of agreement (see page 8). �cj mil. �.� • vi • Licensee does not intend to sell product for resale from the covered pipeline to customers located within the City; however, Licensee recognizes that should it sell product for resale from this covered pipeline to customers within the City, it will be required to report such distribution and when lawfully required to do so, pay a street rental fee based on revenues. The annual fee and the regulations controlling the payment of such fee will be those as lawfully established by the ordinances of the City. All pipelines crossing public rights -of -way shall be bored from right -of -way line to right -of -way line. Within these limits, the pipeline shall be protected by casing or other method approved by the City and/or the Texas Department of Transportation. The pipeline shall be constructed m such a manner as approved by the City so as it does not interfere with the use of the City property. �A o The pipeline shall be installed a minimum of five (5) feet below the lowest existing or proposed ditch grades, waterlines, sanitary sewer lines or storm drainage lines, unless otherwise authorized by the City and/or Texas Department of Transportation. Such grades and lines shall be indicated on map submittal, as well as depth of proposed pipeline (see page 4). The construction and operation of the pipeline shall not interfere with the natural drainage in that area nor with the drainage system of the City, nor with sanitary Sewer lines, waterlines, or other utilities. Damage to existing ditch grade during construction or maintenance of the pipeline shall be corrected and the ditch grade shall be restored to the condition and grade at which it existed prior to construction or maintenance. Bore pits shall be backfilled according to City standards. o Excavations necessary for the construction, repair, or maintenance of the pipeline shall be performed in such a manner that will cause minimal inconvenience to the public. Licensee shall promptly restore the area to as good a condition as before working - thereon and to the reasonable satisfaction of the City's Engineering Division and/or the Texas Department of Transportation. o Operations along roadways shall be performed in such a mariner that all excavated materials will be kept off the pavements at all times, as well as all operating equipment and materials. All property where operations are performed will be restored to original condition or better. No equipment or installation procedures will be used which will damage any road surface or structures. The cost of any repairs to road surface, roadbed, structures or other right -of -way features as a result of this installation will be borne by the owner of this line. o Barricades, warning signs and lights, and flagpersons shall be provided by the contractor or owner when necessary. Only under extreme circumstances, as deemed necessary by the City Engineer, will open cutting of a street or roadway be allowed. All barricading must be by permit and approved by the City (Public Works Department) in advance. o Any construction which takes place in, on under, above, or across property not owned by the City shall require additional permission by the owner(s) of the property involved. Written proof of said permission is to be provided to the City as part of the application process. Approval of this license agreement excludes permission to do any construction on property which is not owned by the City of Beaumont. • Any licenses, permits or agreements required by another governmental entity (County, State or Federal) shall be obtained and a copy of such document shall be provided to the City. If agreement is not required by said governmental entity, then documentation regarding such will be provided to the City of Beaumont. • Licensee shall provide copies of all necessary agreements to be obtained from other City Departments. o Licensee shall be responsible for acquiring all agreements necessary for the lawful use of any private property. • A map showing the location of the proposed pipeline shall be provided. (1"x,000' City of Beaumont map or United States Geological Survey Map) o The pipeline shall be maintained and operated in such a manner as not to leak and/or cause damage to any City streets, alley, easements or other property. Once the pipeline is in operation, any damage that occurs to the pipeline which results in exposure or release of product must be reported immediately to the City Fire Department and Public Work's Department. Licensee shall fully cooperate with the Fire Department and provide, or assist with providing, any and all necessary notifications, evacuations or other necessary actions. Leaks or other defects are to be repaired immediately by Licensee at it's own cost. o The Licensee shall be responsible for the cleanup and remediation of contaminated areas due to exposure or release of product and any and all costs associated with said cleanup and remediation. o The Licensee shall be responsible for any and all costs associated with the relocation of the pipeline. As provided, the necessity for relocation of the pipeline shall be solely within the discretion of City and/or the Texas Department of Transportation. o Permits which allow lines to be maintained or constructed in City right -of- way shall be obtained by Licensee or it's contractor prior to beginning maintenance or constriction. The fee for such permits is in addition to this License Agreement fee. (See Cost of License) o Installation will be done in accordance with all City standards and statutes of the State of Texas. 4 o Licensee shall furnish the City with a Certificate of Standard Liability Insurance, including bodily injuries and property damage, naming the City of Beaumont as an Additional Insured. Such policy shall provide for the following minimum coverage: o Bodily injuries: $ 300,000.00 per person $1,000,000.00 per incident o Property Damage: $1,000,000.00 Such insurance shall be maintained in force and effect during the construction or required maintenance of the pipeline and during the life of the pipeline. Such certificate shall contain a provision that at least fifteen (15) days written notice must be given to the City prior to cancellation, alteration, or modification of such insurance. o Licensee shall have in force with the City a surety bond in the principal amount of $1,000,000.00. The bond shall be payable to the City of Beaumont for the use and benefit of any person entitled thereto and conditioned that the principal and surety will pay all damages to any person caused by, or arising from, or growing out of any violation of the terms of this agreement. The bond shall provide that it may not be cancelled, altered, or otherwise modified without giving fifteen (15) days prior written notice to the City. The bond shall be good and in effect for a period of one (1) year from the date of completion of construction of the pipeline. o Licensee shall indemnify, save and hold harmless the City of Beaumont from any and all claims for injuries and damages to persons or property occasioned by or arising out of the construction, maintenance, operation, repair or removal of the pipeline. This indemnity expressly extends to claims alleging negligence by the City of Beaumont, it's agents, officers or employees, arising from actions taken or occurrences under this license agreement. o If the pipeline or any part thereof installed by Licensee shall be in any respect damaged or injured by City or any of its agents or employees in connection with the performance of any work or repairs that may be done upon the property mentioned herein: 5 Licensee shall not be entitled to prosecute or maintain a claim against the City of Beaumont for any such damage or injuries so sustained by it; however, said conditions shall not prevent Licensee from recovering against any contractor who shall damage Licensee's property in the course of such contractor's performance of any contract with the City. C City will use its best efforts to notify Licensee of any proposed construction and/or maintenance, to be done by City forces or by contract for the City, within the R.O.W. involved with this license. Notification, to Licensee, of other construction and/or maintenance permitted by the City and within the R.O.W. involved with this license will be the responsibility of the company obtaining said permit. Licensee shall mark the location of its lines within forty -eight (48) hours after receipt of such notification of proposed construction. Licensee shall maintain a local, or toll free, telephone number to be called for notification of construction or maintenance and for location of lines. Such number, or charges to such number, will be provided to the City (Department of Public Works) and kept current at all times. This number shall be provided to entities permitted to construct, maintain or excavate within this City R.O.W. and which are required to provide notification of such work. When information has been relayed to Licensee, through the phone number provided, such contact shall constitute notification for Licensee to provide location of its lines. Failure, by Licensee, to respond within the required time frame shall alleviate � the responsibility of the person(s) requiring the lines to be relocated. City reserves the right to lay, and to permit to be laid, sewer, gas, water and other pipes and cables, and to do or permit to be done any underground work that may be deemed to be necessary or proper by City in, across, along, or under any of the streets, alleys and easements, and to change any curb or sidewalk or the grade of any said streets. In doing or permitting any such work, the City of Beaumont shall not be liable to Licensee for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Licensee's rights to recover damages against any contractor or third party who may be responsible for damages to Licensee's facilities. R o Whenever by reason of the change in the grade of any street occupied by Licensees' pipeline or construction of a new street or highway along or over said street, or by reason of the location or manner of constructing drainage structures, water pipes, gas pipes, sewers, or other underground construction for any purpose whatever, it shall be deemed necessary by City to relocate, alter, encase, change, adopt or conform the pipeline of Licensee thereto, such change shall be made promptly by Licensee at its cost and without claim for reimbursement or damages against City. If the change is demanded by the City for the benefit of any other person or private corporation, except the City or the Texas Department of Transportation, Licensee shall be reimbursed fully by the person or corporation desiring or occasioning such change for any expense arising out of such change; provided, however, should the change be requested by the Texas Department of Transportation or be required due to construction of a state or federal highway, Licensee will, upon notice from the City, make such change immediately and at its own cost; it being understood that City will not participate in any part of the cost of any change involving relocation, altering, encasing, boring, or changing in any manner of the pipeline where same is in a City street , alley, easement or other right -of- way. ! MIS �_ • 1 ' _ • o Any and all work to be performed on City right -of -way (R.O.W.) shall be .._ observed and inspected by a City representative. Any work to be performed within the City limits will be subject to periodic inspection to ensure compliance with construction standards. o Licensee shall provide the City (Public Works Department - Engineering Division) twenty -four (24) hours prior to the installation of the lines permitted by this license. Licensee shall also notify the City twenty -four (24) hours prior to any street or R.O.W. crossing. A representative will be scheduled to be present. The expense of such inspection services may be billed to the Licensee and such amounts will be reimbursed to the City. c Licensee shall notify the Engineering Division at least forty -eight (48) hours prior to completion of work and removal of equipment from the job site to permit the City to make an inspection. 7 This license is personal to the Licensee. It is nonassignable and any attempt to assign this license will terminate the license privileges granted to Licensee hereunder. This agreement is subject to termination by the City if any condition specified herein is not met. This agreement may also be terminated by the Licensee. Either party attempting to terminate this agreement shall give written notice to the other specifying the date of, and the reason for, termination. Such notice shall be given not less than thirty (30) days prior to the termination date therein specified Any written notice may be effected either by personal delivery or by registered or certified mail, postage prepaid with return receipt requested. Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Name -of Licensee: CROSSTEX NGL PIPELINE, L.P. P.O. Box 3827 Beaumont, Texas 77704 Address of Licensee: 2501 CEDAR SPRINGS ROAD, STE. 100 Attn: City Manager City and State of Licensee: DALLAS, TX 75201 Upon cancellation, the pipeline shall be removed and property restored to a condition acceptable to the City Engineer. In the event of cancellation, any and all monies collected for fees associated with this agreement will remain the property of the City. There will be no reimbursements. 8 Commeatosuwat of work on the pipeline by I.ioeaeee after dre date of this Wy awc uted license shall be construed as evidence of Liowsee's accepanoe, and approval of the conditions above sat forth. IN WrrNE.SS RWREOF, the City of Beaumont; Texa& has caused dwse presents to be signed by its City Mmmger and the seal of tiro City to be herewith affixed by the City Clerk, this 8TH day of MARCH . A.D. 20 t 3 City Cleric 9 ""� OF BEAUMONT, TEXAS L IL.- Kyle Ha re y yam, cm► Mmw APPLICANT'S COMPANY NAME: (Licensee )CROSSTEX NGL PIPELINE, L.P. CHRIS GRENEAUX DIRECTOR OF LAND - PNGULIG Title SPECIFICATIONS PIPE: 1 2.75 O.D. X 0.375 "W.T. SMYS: API 5L X 60 MAOP: 2100 PSIG COATING: 14-1 6 MIL FSO WARD INSTALLATION METHOD: CONVENTIONAL BORE PRODUCT: NATURAL GAS GENERAL NOTES: 1.) COORDINATES ARE BASED UTM ZONE 1 5, NAD E13, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVDae DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING HELSIG RD. (ASPHALT) JEFFERSON COUNTY, TEXAS Area Of 1, 7 GEODETIC DATUM: NAD83 THOMAS SPEAR SURVEY ZONE: U.T.M. 1! (NORTH) GRID UNITS: US SURVEY FEET �z 0 ABSTRACT 50 Sheet: Of: Rd.de, ) 1 r� * 1? T1 Z LAT 30.1 57293 0N, LONG 94.1 56506 °w � I I 3e0 IQ 15 2 d Z a 347 W 11' [!ion 17 4611- sir ° l crtr 3 a o p a 3 124 o 0- x o W o Q o ' VICINITY MAP fY o 0 I It W O C It z °a 0 C NOT TO SCALE E IL H f' W p W I_ W 0 L7 K 0 F= I O 0 I IL IL Q W W iW d W Q L` U) -a 10 I -� in N IN 10 10 11 m = 01 01 O N u fLPROPOSED 1 2 PIPELINE N .- N N N +13-: N 0 LN N � P7 a � 5I Underground utilities and/or pipelines shown hereon are plotted using the best apparent and visible evidence. No court house research or probing of pipelines PL N and/or other utilities was peRonned. SCALE: 1 = 20' W Z ma w w 3 3 o 0 a� p p x o 0 o 3 a Ix a m a X [s x 0 LL 0 m 0 x X WARNING SIGN C d I w W W F N 0 a. WARNING SIGN I (TYPICAL) & Q W W url W W a. (TYPICAL) & TEST STATION I ^� ID a O O N I N TEST STATION 40 O —ID IDtP 0) 01 —r0 40 + + N N P1 N N N M l7 30 SSI 30 20 1 O" MIN 1 5' MIN 1 O MIN 20 10 PROPOSED 1 zu PIP LINE 10 PROFILE VERTICAL SCALE: 1' - 20' HORIZONTAL SCALE: 1' = 20' SPECIFICATIONS PIPE: 1 2.75 O.D. X 0.375 "W.T. SMYS: API 5L X 60 MAOP: 2100 PSIG COATING: 14-1 6 MIL FSO WARD INSTALLATION METHOD: CONVENTIONAL BORE PRODUCT: NATURAL GAS GENERAL NOTES: 1.) COORDINATES ARE BASED UTM ZONE 1 5, NAD E13, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVDae DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING HELSIG RD. (ASPHALT) JEFFERSON COUNTY, TEXAS -fur-RD JOM CHAME LAW SURVEYS, INC. 200 DI UM WON LAFAVETTE. LA 70606 P: W 767 -1300, F:(357) 257 -1300 GEODETIC DATUM: NAD83 Prot. Mgr.: RAP SCALE 0 20• ZONE: U.T.M. 1! (NORTH) GRID UNITS: US SURVEY FEET Rev'�sed: Printed: 3/21/13 IN FEET Job No.: 11 -0344 Date: 6/26/12 Drwn: JMM /RJM Sheet: Of: Rd.de, ) 1 L•\ 2011 \11e3I! \Preliminary \CAD \Pumas \City of Bwu t \Rood \R- T%245- 143Jhlbi VICINITY MAP NOT TO SCALE (L PROPOSED 1 211 PIPELINE Underground utilities and/or pipskme shown hereon are platted using the best appmen and visible evidence. No courthouse research or probing of pipelines and/or other utiRtiee was perixnrd WARNING SIGN (TY�, & TEST STATII ff JEFFERSON COUNTY, TEXAS o c, 0 ; W.B. DYCHES GEODETIC DATUM: NAD63 Prol. Mgr.: RAP SCALE 0 20' o Revised: Printed: 2/7/13 IN FEET - Job No.: 11 -0344 A-1 7 D L \2011 \110344 \Pre1iminary\ CAD \Permits \Rood\R - TX245- 145.dwg 4 d: Z P1 at ¢ z lei) A 4 W 1t S 4 E F 0 R I Q J rr 3 W F O E IL la Q d W dl = W d Saba 3 D W ( 7 v p ¢ W ¢ Z m Il O ° 4 D W 4 E 0 I X' C Ia )' ° W D Q W in JIW ° _F ° K a Q Ia m W m I a W N Io W W F W I- a Q n0 ° m m u, 0 10 Q 0 N + a + a + a Z + + w a + 0) + In 10 tp n0 10 IO 10 W 10 >a 10 �D 10 10 10 10 10 N B Od I I PLAN SCALE: V - 20 B 6' 30 NOTE PROFILE TIE SOUTHERLY ALONG C/l OF LAWRENCE DR. (STATE HWY. 1 B3) PROPOSED 1 211 PIPELINE —0.93 MILES TO INTERSECTION OF VERTICAL SCALE: 1 " =40 STATE HWY. 287 HORIZONTAL SCALE I' =20 SPECIFICATIONS ROAD TYPE: ASPHALT PIPE: 1 2.75°0.0. X 0.375"w.T. SMYS: API 5L X 60 MAOP: 21 00 PBIG COATING: 14-1 6 MIL FBO WARD INSTALLATION METHOD: HOD PRODUCT: NATURAL GAS GENERAL NOTES: 1 .) COORDINATES ARE BASED UTM ZONE 1 5, NAD 83, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVD88 DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 5.) INTERSECTION IS LOCATED AT: N 10948269.14/LAT. 3 0.1 59 50 3 E I270347.50/1-DNG. 94.1 71 355 i :Z •0 .Q IF IW IW w 40 30 zD to O -10 -zD CROSSTEX NGL PIPELINE, L.P. 3 D o JEFFERSON COUNTY, TEXAS 0 ; R MM 257 -13006 ROM 237 -1900 GEODETIC DATUM: NAD63 Prol. Mgr.: RAP SCALE 0 20' rc Revised: Printed: 2/7/13 IN FEET - Job No.: 11 -0344 1 Date: 6/17/12 Drwn: J11M /RJ1M D L \2011 \110344 \Pre1iminary\ CAD \Permits \Rood\R - TX245- 145.dwg I 1 1 d: Z P1 at ¢ rc 4 W 4 E F 0 W Q J rr 3 W F O E IL la Q d W dl = W d Q v W Im + +I + + a m a Eovl -IDAu a a a .4 f0 v In m ]N 10 0 N 40 10 10 l0 Ice t0 N B 6' 30 20 10 41 0 10 20 NOTE PROFILE TIE SOUTHERLY ALONG C/l OF LAWRENCE DR. (STATE HWY. 1 B3) PROPOSED 1 211 PIPELINE —0.93 MILES TO INTERSECTION OF VERTICAL SCALE: 1 " =40 STATE HWY. 287 HORIZONTAL SCALE I' =20 SPECIFICATIONS ROAD TYPE: ASPHALT PIPE: 1 2.75°0.0. X 0.375"w.T. SMYS: API 5L X 60 MAOP: 21 00 PBIG COATING: 14-1 6 MIL FBO WARD INSTALLATION METHOD: HOD PRODUCT: NATURAL GAS GENERAL NOTES: 1 .) COORDINATES ARE BASED UTM ZONE 1 5, NAD 83, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVD88 DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 5.) INTERSECTION IS LOCATED AT: N 10948269.14/LAT. 3 0.1 59 50 3 E I270347.50/1-DNG. 94.1 71 355 i :Z •0 .Q IF IW IW w 40 30 zD to O -10 -zD CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING LAWRENCE DR. (STATE HWY. 1 83) TX245 -1 45 JEFFERSON COUNTY, TEXAS cwo JOHN CHANCE LAND SURVEYS, INC. � 200 auES DF90 LAFAVErTE, LA 7oeob R MM 257 -13006 ROM 237 -1900 GEODETIC DATUM: NAD63 Prol. Mgr.: RAP SCALE 0 20' ZONE: U.T.N. 15 (NORTH) GRID UNITS US SURVEY FEET Revised: Printed: 2/7/13 IN FEET - Job No.: 11 -0344 1 Date: 6/17/12 Drwn: J11M /RJ1M Sheaf: Of: L \2011 \110344 \Pre1iminary\ CAD \Permits \Rood\R - TX245- 145.dwg I 1 1 Sts 3 ❑ I a JEFFERSON COUNTY, TEXAS P: Wn 2797 -1800, ROM 287 -1300 a 9 a GRID UNITS: US SURVEY FEET W W.B. DYCHES SURVEY Z F W rea'of, t,os17 o a Z IL QI ❑ W A -1 7 a [` I sod Work i 1131j T +I + I N N N WARNING SIGN (TYPICAL) N N N & TEST STATION o a 5❑ 1 ei � F O 30 20 m 0 a 10 d W �T07 D i 9 12. 14 N 3� I -20 N mI -30 I2 + + + m m m m p m WARNING SIGN N N 311 11 N (TYPICAL) 101 10 3 10 & TEST STATION y^ if10 c)05 rs 3 so w I a oO sl 40 x T 3 °I 30 ❑ o 0 o �a `Ir I W I3 o y to 7 �4T rc x l I rc o ❑ x I a o 3 i L 0 rc x _ VICINITY MAP .rtb a o 0 o PROFILE W o 3 F F I m It a NOTTO SCALE HORIZONTAL SCALE: 1"= 20f Q W W W O2, W Q V3 Q m N 30n I O m + N I + N NI + N N +I m Cl + m I + 3 m o+ I+ m 1D I m l0 9 Oo N m N 1D N 10 N m rL PROPOSED 1 211 PIPELINE eal" Underground utilities and/or pipdnes shown hereon are "ad using the beet apparent and visible evidence. No court house research or probing of pipelines and/or other utilities wes perbrmed. SCALE: 1" = 20 SEE NCTE PROPOSED 1 211 PIPELINE TIE SOUTHEASTERLY ALONG C/L OF VOTH ROAD —0.45 MILES TO INTERSECTION OF U.B. HWY. 287 SPECIFICATIONS ROAD TYPE: ASPHALT PIPE: 1 2.75 "O.D. X 0.375 "W.T. SMYS: API 5L X 60 MAOP: 21 00 PSIG COATING: 1 4- 1 6 MIL FBO WARD INSTALLATION METHOD: HDD PRODUCT: NATURAL GAS GENERAL NOTES: 1.) COORDINATE$ ARE BASED UTM ZDNE 1 5, NAD 63, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVDSB DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 5.) INTERSECTION IS LOCATED AT: N 10947572.91 /LAT. 30.1 57475 E 1 26637B.32/LONG. 94.1 B3893 5 — 60' 3 ❑ I a < _ 200 DI N I OFVVE LAFAYETTE. LA 70818 P: Wn 2797 -1800, ROM 287 -1300 a Proj. Mgr.: RAP Revised: a GRID UNITS: US SURVEY FEET W IN FEET 0 Date: 6/28/12 Z F W L• \2011 \110344 \Preliminary\CAD \Permits \Road \R -T %245- 148.dwg IL o a IL QI ❑ W m a [` I CD 01 + +I + N N N WARNING SIGN (TYPICAL) N N N & TEST STATION W a 5❑ 4O F O 30 20 m 0 a 10 d W W W�0 D N 3� -10 -20 N mI -30 + + + + NCTE PROPOSED 1 211 PIPELINE TIE SOUTHEASTERLY ALONG C/L OF VOTH ROAD —0.45 MILES TO INTERSECTION OF U.B. HWY. 287 SPECIFICATIONS ROAD TYPE: ASPHALT PIPE: 1 2.75 "O.D. X 0.375 "W.T. SMYS: API 5L X 60 MAOP: 21 00 PSIG COATING: 1 4- 1 6 MIL FBO WARD INSTALLATION METHOD: HDD PRODUCT: NATURAL GAS GENERAL NOTES: 1.) COORDINATE$ ARE BASED UTM ZDNE 1 5, NAD 63, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVDSB DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 5.) INTERSECTION IS LOCATED AT: N 10947572.91 /LAT. 30.1 57475 E 1 26637B.32/LONG. 94.1 B3893 5 — 60' PROPOSED ROAD CROSSING O 0 I JEFFERSON COUNTY, TEXAS -fucwo JOHN CHANCE LAND SURVEYS, INC. _ 200 DI N I OFVVE LAFAYETTE. LA 70818 P: Wn 2797 -1800, ROM 287 -1300 3 Proj. Mgr.: RAP Revised: I SCALE Q 60, GRID UNITS: US SURVEY FEET W IN FEET Job No.: 11 -0344 1 Date: 6/28/12 Z Sheet: Of: 1 L• \2011 \110344 \Preliminary\CAD \Permits \Road \R -T %245- 148.dwg Jp W Z a W a F O Z ZL 01 3m m 0 a d W W W�0 QI N 3� N mI + + + + + m m m m p m WARNING SIGN N N 311 11 N (TYPICAL) 101 10 10 10 10 & TEST STATION O so 40 30 20 10 37- 0 -1O -2D -30 PROFILE VERTICAL SCALE: 1'= 60' HORIZONTAL SCALE: 1"= 20f CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING VOTH RD. TX245- 1 48 JEFFERSON COUNTY, TEXAS -fucwo JOHN CHANCE LAND SURVEYS, INC. _ 200 DI N I OFVVE LAFAYETTE. LA 70818 P: Wn 2797 -1800, ROM 287 -1300 GEODETIC DATUM: NAD83 ZONE: U.T.N. 15 (NORTH) Proj. Mgr.: RAP Revised: I SCALE Q 60, GRID UNITS: US SURVEY FEET Printed: 2/7/13 IN FEET Job No.: 11 -0344 1 Date: 6/28/12 Orwn: JMM /SCS Sheet: Of: 1 L• \2011 \110344 \Preliminary\CAD \Permits \Road \R -T %245- 148.dwg 4i- ("11 , JEFFERSON COUNTY, TEXAS I k'ju;W. DIKES SURVEY for iiito aArea of tli>1rI A- 7 Po sod WorkN, o � rly _ -vie (Ilona � `� ' m Poo f 4r14e ( I I { . k1ldarl6il� ,+ Iskil VICINITY MAP I + I NOT 70 SCALE Sol rL PROPOSED 1 2" PIPELINE — I J V. RE� NQT g' g 4° V. 7 I V`0...1 i� ❑�' OII ri{ � I m0 I� W� �I• W II� 4 iw N fltt U1 0 y, 0 Nrc 0 1 II O p � ❑I 01 ��W 1 0 'W ❑ aj �6 Ittl, p� III 0 �ut 10O Y` 4 4 Z Q II4& 0 I� 3l {X ❑ m m W` $IW W O ] W $� W. W h I W 7 F W $�m W t_ =1� �a it t9 3 N 0 n 14 t9 to ,❑ v 11� fl !{ e n tl N Z 0 0 0 7 O Z 0 tl I a In + h4 W + + n w W` `W { W a �' Vj W CI 1 a in in 16 `fl! ❑, �i0 h IM O VI h M h - NN 0 1h N D +orm m� 13 v mt o ml m N M N +I ++ +`` + + + + + + +1 +� + Underground utility analo ppL�irtes shown tlsrepl 'D i6o. `fl i ,D i I 10 { t(I! `h + h h 14- h h [ h m m0. m are potted using the hest appmemand vlsmte j h I h PLAN N hI h h h evidence. No courthouse research or prop ng d pipelines ! t0 , D _1 i0 A q D tp i andfor other utftkm was parlarnied I I SCALE; t' =6Q tl N z O z CI Wt1 m a a 3 z I tl 4l co, 0 N 0: 4 I m I I 3 ❑ N O N O W , a I z a 0, U z 0 j q ❑ r a o 0 ❑ f 0 a Ld a �) rc I wl ;a 31 4 w � a I a m m �d F 4 I 4 14 I tl q 4 I. I 4 z f O 0 U; ❑ 0 °❑ W w m 0 (Zu� 0 ❑ tI1 ri- p to { IL F! W W i- 3 } W t9 0 ] W a F W RI m W h d C tl ] D O T! 0 7 a q U q 0 W 7 m O IL 19 N a p "' W u' { W W W 0 T a 0 = 6 2 W W W B W W W 0 1.+1 W W W I, �- N , in t6 h N � a m � WARNING SIGN (TYPICAL) m 0 h m: Ni d to h m{ + +I I in 0 h 1m 61 N M i N a &. TEST STATION + + +I + } } }I + �- + E. h + + I+ + {+ + + I + { + In In in In B a1 to m m ID h h h h r h h h h m m I m 50 h h4h h h h h h h P 6 10, 0 h r h h_ h h t- ham._ I h ._.� ._ sD — In m t6 - m �a m n .. -_w to a _ tc at m _ to a to t0 to +o _ r_._ ._.3ao ^ ,. 40 30 30 26 In- -._ .. -.. .. _ .._. _._.._._. x ._.....__. _._ ..... _-.�- TAW..._.....__ 5 0, 0 c � O PROPOSED 1 2 PIPELINE 3❑ i ... -- _.. - -.. -30 NOTIE PROFILE VEI?TICA1. SCALE: P - w TI@ SOUTHERLY AL0140 CfL OF U.S. HWY, 2.87 HORIZONTAL SCALE:1 - =YA' ^^ 1 .93 MfL[!i TO INTERSECTION Of STATE HWY. 1 05 ROAD TYPIS: ARPHALT PIPl: i 8.75 "'D.D. x 0.375 °w-T. SMYS: API 5L X so MAOP: 2113 t7 P3113 CDATIr 1 4` 1 6 MIL FBO WARD tNSTALLATI ON METHOD: HOD PRODUCT: NATURAL 93AB GENERAL NOT96: 1 .1 COORDINATES' ARE BASED UTM ZONE 1 5, NAD 83. U.S. FOOT. �.) ELEVATIONS ARE BASED ON NAVDIBB DATUM. 3J PIPELINE WARNING SIGNS SHALL BE INSTALLro AT nROG61Na. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED, S.) INTERSECTION IS LOCATED AT: N IU9476BI 85fLAT. 30.157745 E 1 267094.36/LONG. 94.181 831 CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING U.S. Hwy. 287 TX245 -1 46 & TX245-147 JEFFERSON COUNTY. TEXAS JOHN CHAWN LAND WRVM INC. ;, � r#IMYE UIFAYErf1;. to 7�OBIIO >/.1�00.ptlpg 7l>t9 -tI100 � COMIC 611TW HAM Rre1''. M ®r.: RAP SCALC p fi0 ZONE: U-T M 15 (11Ip1"1) 6010 t mn; us SUNEY frill Revfacd: Printed: 1/ 8/13 IN FEET 6- ---- -- -- "t !4b No.: 11 -6344 Date: 6/28/12 OrNn, JMM /SCS !Sheet LOf- t:\7et 1 \IIQ344 \Pnfim)nary \[Mel \P *rmip Rand \R- TX315- N7.Owq 1 1 alum [too 1 xl7 #4 '� �Odole ' Area of ' v Ctosl Proposed Work . f 17 I Ala TOS 7 3aQ TZ S `► Fvlfift0 9 24 7 14101 10 It (140e1 1, ?6S. VICINITY MAP NOT TO SCALE q. PROPOSED 1 211 PIPELINE 1 576 +64 APPROX. R.O.W. I I I a I 1 25' Underground utilities and/or pipeirles shown heron are plotted using the bat apparent and visbe , w evidence. No court house research or probing d pipeirles PLAN and/or other ut8itles was perlonned. SCALE: V = 3IY I I I 3 F D C Y X Z O 4 ¢ O1 IL 0 4 F a In 10 %0 0 %0 t` r 40 m in 30 20 10 D -10 NOTE -20 TIE SOUTHERLY ALONG C/L OF N. MAJOR DR. -' 1 .75 MILES TO INTERSECTION OF STATE HWY. 1 05 8 PEC I FI CATION8 ROAD TYPE: ASPHALT PIPE: 1 2.75 °o.D. X 0.375 "W.T. SMYS: API 5L X 60 MAOP: 21 DO PSIG COATING: 1 4-1 6 MIL FBE WARD INSTALLATION METHOD: HOD PRODUCT: NATURAL GAS LIQUID GENERAL NOTE8: 1.) COORDINATES ARE BASED UTM ZONE 1 5, NAD 83, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVDSEi DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 5.) INTERSECTION 18 LOCATED AT: N 10947754.69/LAT. 30.157581 E I2622072.93/LONG. 94.197524 JEFFERSON COUNTY, TEXAS TX2 4 5 -1 49 DANEIL cwo JOHN CHANCE LAND BURYEVS, INC. EASLEY LEAGUE SURVEY GEODETIC DATUM: MA083 2 ZONE: U.T.M. 15 (NORTH) GRID UNITS: US SURVEY FEET A-20 J R ,. Sheet: Of: 1 1 L• \2011 \110344 \Prelimincry\ CAD \Permits \RoaAR- TX245- 149.dwg 87 '4/_0 W 2 5 t1 I o ffi I , N I 0 Ll a I F 3 0 0 It 13 I Y O m J J N J to J I � m J + m pI Z m F' + m +ice Snti to N �D A + ? 4T J + N la A I . J 0 9 m L O 0 O D ° V V is + JI D 0 m m F m D + _ 9 {I I4 9 I D D W Z A v m m I+ + Z X 0 Z ID D Z D A D I Z X N m y m v m n D U S. D P O Z° 0 ID I I = D O I I m I I£ 1 576 +64 APPROX. R.O.W. I I I a I 1 25' Underground utilities and/or pipeirles shown heron are plotted using the bat apparent and visbe , w evidence. No court house research or probing d pipeirles PLAN and/or other ut8itles was perlonned. SCALE: V = 3IY I I I 3 F D C Y X Z O 4 ¢ O1 IL 0 4 F a In 10 %0 0 %0 t` r 40 m in 30 20 10 D -10 NOTE -20 TIE SOUTHERLY ALONG C/L OF N. MAJOR DR. -' 1 .75 MILES TO INTERSECTION OF STATE HWY. 1 05 8 PEC I FI CATION8 ROAD TYPE: ASPHALT PIPE: 1 2.75 °o.D. X 0.375 "W.T. SMYS: API 5L X 60 MAOP: 21 DO PSIG COATING: 1 4-1 6 MIL FBE WARD INSTALLATION METHOD: HOD PRODUCT: NATURAL GAS LIQUID GENERAL NOTE8: 1.) COORDINATES ARE BASED UTM ZONE 1 5, NAD 83, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVDSEi DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 5.) INTERSECTION 18 LOCATED AT: N 10947754.69/LAT. 30.157581 E I2622072.93/LONG. 94.197524 CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING N. MAJOR DR. TX2 4 5 -1 49 W Z cwo JOHN CHANCE LAND BURYEVS, INC. 200 MAIM pM: LAFAVE M LA 70008 P. Wn 997 -1800, F.WM 297 -1808 GEODETIC DATUM: MA083 I Pr°I. Mgr.: RAP SCALE 0 30' ZONE: U.T.M. 15 (NORTH) GRID UNITS: US SURVEY FEET Revissd: Printed: 2/7/13 IN FEET J R 1 Date: 6/29/12 Drwn: JMM \RJM Sheet: Of: 1 1 L• \2011 \110344 \Prelimincry\ CAD \Permits \RoaAR- TX245- 149.dwg W I o D I 0 Ll a I F 3 0 0 It 13 I Y O O Y D z H m W I W m pI Z m X 0 IL o Z o F D m a. IL w' I- W d W IL I- °' W OF 4 v m m I+ + v + r ro + O m N m y m v m m m m m r n N IN + N IN + +I + r r N N N + I N + M) In U) U1 U) UI UI UI N UI 40 1 25' 30 20 1 ❑ -30' D -Io PROFILE 2D VERTICAL SCALE: I'= 30 HORIZONTAL SCALE: P = 30' CROSSTEX NGL PIPELINE, L.P. PROPOSED ROAD CROSSING N. MAJOR DR. TX2 4 5 -1 49 JEFFERSON COUNTY, TEXAS cwo JOHN CHANCE LAND BURYEVS, INC. 200 MAIM pM: LAFAVE M LA 70008 P. Wn 997 -1800, F.WM 297 -1808 GEODETIC DATUM: MA083 I Pr°I. Mgr.: RAP SCALE 0 30' ZONE: U.T.M. 15 (NORTH) GRID UNITS: US SURVEY FEET Revissd: Printed: 2/7/13 IN FEET Job No.: 11 -0344 1 Date: 6/29/12 Drwn: JMM \RJM Sheet: Of: 1 1 L• \2011 \110344 \Prelimincry\ CAD \Permits \RoaAR- TX245- 149.dwg JEFFERSON COUNTY, TEXAS Proas�YVork,� }2 7 THOMAS SPEAR SURVEY ila� ` 0 ABSTRACT 50 LAT 30.1 58502 0N, LONG 94.1 6671 2 °w p tof. is 3 � 12 s ♦ ( POIt �363f 4 a 2 1 ..41( To 34.7 f! [11... t7 ?dS sSli ; fl l 1¢A 124 tN- J0 VICINITY MAP 01 d �P NOT TO SCALE ,n 00 P 0 p1 P Z 1 679 +29 TOP BANK I Z. to 70eO PROPOSED 1 211 PIPELINE 0 Underground utilities and/or pipetnes shown hereon are plotted using the best apparent and visible PLAN evidence. No court house research or probing of pipe ies PLAN and/or other utilities was perfarned. _ SCALE t' - 2O 60 40 20 O -20 -40 -60 Q U 4 NJF W W O).. f- J It p m Zt41� ZpgFj O u, p ZarF m B F- F- IX 01 01 4 r W N N 4 F W N N 3 v F 3 F 01 T (T1 + + 01 (� L` D 10 t0 T N El L` 49 EXIBTING 1 2° SEWER LINES (DEPTH UNKNOWN, FIELD VERIFY) PROPOSED 12 PIPELINE PROFILE VERTICAL SCALE: 1'= W HORIZONTAL SCALE: 1"- 20' SPECIFICATIONS PIPE: 1 2.75'0-0- X 0.375 "W.T. SMYS: API 5L X 60 MAOP: 2100 PSIG COATING: 14-1 6 MIL FED WARD INSTALLATION METHOD: HOD DRILL PRODUCT: NATURAL GAS GENERAL NOTES: 1.) COORDINATES ARE BASED UTM ZONE 1 5, NAD 83, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVOBB DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 60 40 20 O -20 -40 -60 CROSSTEX NGL PIPELINE, L.P. PROPOSED 1 211 PIPELINE CROSSING FOREIGN PIPELINE CROSSINGS JEFFERSON COUNTY, TEXAS -furRO JOM CHAMM LAW SURVEYS, INC. 200 DUUM DINE L WAYETTE, LA 7OWS ��. P: 1997! 297 --13A POM 297 -1300 F UM: NAD83 ProMgr.: RAP SCE p 20' 14 ,NORTH) Revised: S SURVEY FEET Printed: 3/12/13 IN FEET 1 -0344 Date: 3/22/12 Drwn: RJM Sheet: OT: \PnNmiwry \CAD \P.nnrh \Gly °f BwumoM \Rood\�12 inch Swr Unxdwp 1 i W W W Z Y Z Z Z Z Z J Z Z Z 01 T (T1 + + 01 (� L` D 10 t0 T N El L` 49 EXIBTING 1 2° SEWER LINES (DEPTH UNKNOWN, FIELD VERIFY) PROPOSED 12 PIPELINE PROFILE VERTICAL SCALE: 1'= W HORIZONTAL SCALE: 1"- 20' SPECIFICATIONS PIPE: 1 2.75'0-0- X 0.375 "W.T. SMYS: API 5L X 60 MAOP: 2100 PSIG COATING: 14-1 6 MIL FED WARD INSTALLATION METHOD: HOD DRILL PRODUCT: NATURAL GAS GENERAL NOTES: 1.) COORDINATES ARE BASED UTM ZONE 1 5, NAD 83, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVOBB DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 60 40 20 O -20 -40 -60 CROSSTEX NGL PIPELINE, L.P. PROPOSED 1 211 PIPELINE CROSSING FOREIGN PIPELINE CROSSINGS JEFFERSON COUNTY, TEXAS -furRO JOM CHAMM LAW SURVEYS, INC. 200 DUUM DINE L WAYETTE, LA 7OWS ��. P: 1997! 297 --13A POM 297 -1300 F UM: NAD83 ProMgr.: RAP SCE p 20' 14 ,NORTH) Revised: S SURVEY FEET Printed: 3/12/13 IN FEET 1 -0344 Date: 3/22/12 Drwn: RJM Sheet: OT: \PnNmiwry \CAD \P.nnrh \Gly °f BwumoM \Rood\�12 inch Swr Unxdwp 1 i PROFILE VERTICAL SCALE: 1'= W HORIZONTAL SCALE: 1"- 20' SPECIFICATIONS PIPE: 1 2.75'0-0- X 0.375 "W.T. SMYS: API 5L X 60 MAOP: 2100 PSIG COATING: 14-1 6 MIL FED WARD INSTALLATION METHOD: HOD DRILL PRODUCT: NATURAL GAS GENERAL NOTES: 1.) COORDINATES ARE BASED UTM ZONE 1 5, NAD 83, U.S. FOOT. 2.) ELEVATIONS ARE BASED ON NAVOBB DATUM. 3.) PIPELINE WARNING SIGNS SHALL BE INSTALLED AT CROSSING. 4.) STATIONS ARE LOCAL AND HORIZONTALLY BASED. 60 40 20 O -20 -40 -60 CROSSTEX NGL PIPELINE, L.P. PROPOSED 1 211 PIPELINE CROSSING FOREIGN PIPELINE CROSSINGS JEFFERSON COUNTY, TEXAS -furRO JOM CHAMM LAW SURVEYS, INC. 200 DUUM DINE L WAYETTE, LA 7OWS ��. P: 1997! 297 --13A POM 297 -1300 F UM: NAD83 ProMgr.: RAP SCE p 20' 14 ,NORTH) Revised: S SURVEY FEET Printed: 3/12/13 IN FEET 1 -0344 Date: 3/22/12 Drwn: RJM Sheet: OT: \PnNmiwry \CAD \P.nnrh \Gly °f BwumoM \Rood\�12 inch Swr Unxdwp 1 i No Text I j.. 4 CW� is ■ i.; No Text