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HomeMy WebLinkAboutC2019-083 - 2/7/2019 - NA Pk) V a .111 Page 1 of 6 AGREEMENT GRANTING A PIPELINE LICENSE TO EPIC Y- GRADE, LP, UNDER ARTICLE VII, CHAPTER 49, CITY OF CORPUS CHRISTI CODE OF ORDINANCES, GRANTING THE RIGHT TO OCCUPY CERTAIN CITY RIGHTS-OF-WAY AND CITY- OWNED PROPERTY FOR PIPELINES THROUGH DECEMBER 31, 2019. WHEREAS, Epic Y-Grade, LP, ("Licensee") has made application to the City of Corpus Christi, Texas ("City") for a pipeline license in order to occupy property subject to certain City rights-of-way for pipeline purposes, under Article VII, Chapter 49, City's Code of Ordinances ("Article VII"); and WHEREAS, the City has determined that Licensee's application meets the requirements of Article VII; NOW, THEREFORE, LICENSEE AND CITY HEREBY AGREE AS FOLLOWS: SECTION 1. Grant of license. City grants to Licensee a license to operate, alter, inspect, repair, replace with like property, remove, construct, maintain, or abandon pipeline within the City rights-of-way as specified and described in Exhibit A, attached to this license and incorporated into it for all purposes. This license is granted under and subject to Article VII, the provisions of which are incorporated in this license and made part of this license for all purposes. The license granted commences on execution of this license by City and Licensee and expires at midnight on December 31, 2019, unless earlier terminated or extended under the provisions of Article VII. SECTION 2. Definitions. Definitions contained in Article VII apply to those terms as they are used in this license. SECTION 3. Application fee. City acknowledges receipt of Licensee's application fee of $3,000.00 for an initial application or for an application for extension, relocation, or enlargement of pipeline. SECTION 4. License fee. Licensee has tendered with its application the first annual license fee as set forth in Section 49-95, City's Code of Ordinances, in the amount of $1,500, or, if Licensee has elected the alternate method in Section 49-95, an amount calculated as follows: $2.00 X (total number of linear feet of pipe in City rights-of- way) plus CPI adjustments and late fees, if any, and agrees to make additional annual payments in accordance with such Section during the term of this Agreement, as extended. SECTION 5. Indemnification. By its acceptance of this license, Licensee covenants and agrees fully to indemnify and hold harmless the City and the elected officials and officers and employees of the City, individually or collectively, from and against any and all costs, C2019-083 2/07/19 Epic V-Grade LP SCANNED Page 2 of 6 claims, liens, damages, losses, expenses, fees, fines, penalties, proceedings, actions, demands, causes of action, liability, and suits of any kind and nature, including but not limited to, personal injury or death and property damage, made upon the City, directly or indirectly arising out of, resulting from or related to Licensee's activities under this license, including any acts or omissions of Licensee, and any respective agent, officer, director, representative, employee, consultant, or sublicensee of Licensee, and their respective officers, agents, employees, directors and representatives while in the exercise or performance of the rights or duties under this license, all without, however, waiving any governmental immunity available to the City under Texas law and without waiving any defense of the parties under Texas law. The provisions of this indemnification are solely for the benefit of the parties to this license and are not intended to create or grant any rights, contractual or otherwise, to any other person or entity. Licensee shall promptly advise the City in writing of any claim or demand against the City or Licensee known to the Licensee related to or arising out of Licensee's activities under this license and shall see to the investigation and defense of the claim or demand at Licensee's cost. The City shall have the right, at its option and at its own expense, to participate in the defense without relieving Licensee of any of its obligations under this paragraph. The City shall cooperate with Licensee in the defense of all claims, proceedings, actions, and suits subject to this indemnification. This indemnification shall not extend to any costs, claims, liens, damages, losses, expenses, fees, fines, penalties, proceedings, actions, demands, causes of action, liability, or suit to the extent they directly or indirectly arise out of, result from or relate to the negligent or wrongful acts or omissions of City or its officers, agents, employees, representatives, consultants, or contractors. This indemnification survives the termination or expiration of this license. SECTION 6. Notices. All notices required or permitted by the terms of this license and Article VII, are deemed sufficient if given by personal delivery, or facsimile, or by prepaid, certified mail and addressed to each party as follows: Notice to City: City Manager City of Corpus Christi P.O. Box 9277 Corpus Christi, Texas 78469-9277 Telephone: 361 880-3220 Facsimile: 361 880-3839 Page 3 of 6 Director of Engineering Services City of Corpus Christi P.O. Box 9277 Corpus Christi, Texas 78469-9277 Telephone: 361 880-3500 Facsimile: 361 880-3501 For overnight delivery: 1201 Leopard Street Corpus Christi, Texas 78401 or to any other addresses as may be designated in writing by City. Notice to Licensee: Epic Y-Grade LP 18615 Tuscany Stone, st: 300 San Antonio Tx 78258 or to any other addresses as may be designated in writing by Licensee. SECTION 7. Applicable law. This license must be construed under and in accordance with the laws of the State of Texas and all obligations of the parties created under this license are performable within the incorporated limits of the City of Corpus Christi, Texas. SECTION 8. Venue. Venue for any cause of action brought under this license shall be the State courts of competent jurisdiction in Nueces County, Texas, unless Texas law requires a matter to be submitted to a particular regulatory body or court outside Nueces County. SECTION 9. Condemnation. In the event City-owned property or City rights-of-way are taken, in whole or in part, by a governmental authority other than City, all rights created by this license may, at the option of City, as to the condemned real property, cease on the date title to the land so taken or transferred vests in the condemning authority. Licensee will not have right to any proceeds of the condemnation. Licensee has the right to seek a separate condemnation award. Nothing in this license may be construed to limit City's condemnation authority. SECTION 10. Attorneys Fees. In the event either party brings any action under this license alleging that the other party to this license has defaulted on or breached obligations created by this license, the party who prevails is entitled to recover its reasonable attorneys' fees from the losing party. SECTION 11. Waiver. Failure of either party to require the performance of any term in this license or the waiver by either party of any breach of this license does not prevent . Page 4 of 6 subsequent enforcement of the particular term and is not deemed a waiver of any subsequent breach. SECTION 12. Claims reserved. City does not, by the granting of this license, waive any claims it may have against Licensee for payments related to past occupancy of City rights-of-way or City-owned property by Licensee's pipe, and nothing contained in this license operates as a bar to City's actions, undertaken at City's sole discretion, to seek to recover payment of such claims. SECTION 13. Compliance with other ordinances. Nothing in this license relieves Licensee from full compliance with Article VII, Chapter 35, City's Code of Ordinances. Nothing in this license may be construed to grant Licensee permission, as required by Section 55-3, City's Code of Ordinances, to serve natural gas consumers within the City, as opposed to sales and deliveries for resale or generation of electric energy. SECTION 14. Relationship of parties. This license may not be construed to create between City and Licensee the relationship of partnership, joint venture, principal and agent, or any relationship other than that of City and Licensee as established by the provisions of this license and Article VII, nor may it be construed to be for the benefit of any third party other than City and Licensee. SECTION 15. General Conditions of Construction. a. Licensee is advised that the top of the 30-inch pipeline and the secondary 16- inch to be constructed must have a minimum 10-foot clearance from the top of their proposed pipeline to the bottom of all existing City water lines, and a minimum centerline to centerline horizontal distance of 10-feet from all other existing City utilities. b. The pipeline to be constructed must meet the required conditions below, as per approval of the City Water Department: Line pipe spec'd at .312WT Grade X-52 rated to 2160psi Standard bore for project is .375WT Grade X-52 rated to 2600psi In the alternative, can use .500Wt Grade X-52 rated to 3000psi c. The pipeline to be constructed must have Cathodic Protection when crossing any existing City water lines. If improvements are needed to any of the existing City water lines, due to the possible stray current of the 30-inch pipeline and the secondary 16-inch pipeline making our City water lines the sacrificial anode, or if Cathodic Protection is needed on the City water lines, Licensee must provide that service to the existing City water lines. In witness whereof, this license agreement has been duly authorized, executed, and delivered by the parties as of the respective dates appearing below. Page 5 of 6 CITY OF CORPUS CHRISTI, TEXAS �y 41091), . Dated . - ..! 7 By... . City Manager EPIC Y-Grade, LP ( A Dated:...!/IVO By 15/L Title:...t 1O.MQ,V) 1 n &(A Approved as to form. Z-7-l1 B J ' ILL// 2 CGS Y Assistant City Attorney For City Attorney Page 6 of 6 EXHIBIT A (Description of Licensee's pipelines) Consisting of two uncased cathodic protected pipelines. One will be a thirty inch and the other sixteen in diameter and spaced at 10 feet apart. One of which carrying ethane and the other carrying crude oil. Beginning at Tract 1 and continuing through Corpus Christi's city limits for 9.98 miles. The referred pipelines will cross under five City of Corpus Christi right-of-ways which include Leopard Street, Callicoate Road, Heam Road, Sharpsburg Road, Figueroa Street, and River Lane Road. Installation of said pipelines will be bored directionally from property line to property line when appropriate and possible. The lines shall be bored no shallower than 10 feet under the right-of-way measured from the lowest point of the city right-of-way. " . Silverado Pipeline Route , Legend Write a description for your map. , ' k '4•';'4.'• ' s' ,„:7**1 , ,•••• •I' 1 . . . 0 low N. 1 a444111,1 5.,. ..= ••••• =,+ . .4... 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Y t0 gg i Cm 1 •rya t G i :. i I ' `y F 9uerOa 51/ Route \ .._. Perm Easement Sb4 . . • Temp Work Space pS Add WS ,�r 6��9Ry � �� n 2(18 Google ., I Bore 110111111 1950 ' • • � 1 Ime,• Date:8 29 2017 27°52'08.32"N 97°36'50.16"W elev 0 ft e e aft 2832 ft River Lane ' z \\k . t f+ \\\ 5 ..v Alit - T 1. Route Perm Easement , Temp Work Space .,i a Add WS I 2018 Google '+.', Bore '" TAR-004 9 1950 - Imagery Date:8/29/2017 27°52'31.30"N 97°37'00.05"W elev 0 ft eye alt 2103 ft River Lane 1 29• ,Q. ? ,p• 2P• EXHIBIT "A„ \kk , ,..20' ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING CALIJCOATTE ROAD NUECES COUNTY, TEXAS POINT NORTHING FASTING LATITUDE LONGITUDE 0 17198181.95 1272045.15 27.8481844 -97+8094307 TX.NU-012 I / lz I I • TX,NU-0iS W E&JENELL PERRIRAZ I I +f f 'E d JENELL PERRIRAZ Zj / N O � x W gz I I IPROPOSED30-PIPELI •//—I/ II—II I I/ I/T II T, ti—I/—/I /I ` II—II— ©x I a A O f f ~ \. _ a.._...f... f- f _ �a�a I PROPOSED 18'PIPELINE 51 I I I ; ! G. FARIAS >< j . SURVEY I Ii I I I 1 ( A-592 i 1 1I ITi W g 1 g r s gi i 1 o IL � z 91 Lu TYPICAL LHOR.1'�120'0' QT ? 7 ? 8 SCALE VER.1'>'10 8 a o e o 0 0 0 85 —85 80 — © © _80 ..-" EXISTING GRADE - 75 1— --D 75 _ir:.28?X70, ELEV S MN. _ 70 - P51.2.FIE 7423 TOP OF PROPOSED PIPELINE. 70 80'(BORE)-CLASS LOC 1 18-x.344',API Si.ERW.X85,FBEJARO PROOucTIOSEEV ala DESIGN PRESSUREPMAOPt 1440 PIS MN YIELD SIREIIOIN M.00P.t Itiii LOCATOR TYPE CONS 1 LOCATION •. COD! IIBERSO • riCIIIPIF II/s/ao741' �LO�OI LM.61ZRSON,RPAJn.N 6410 GATE 1 OTT1DV Vt WpKI'on mflItA.O1 s SMG[OCT TO no IOOTONT•L YR7LN.MO OIOYI~MN Or 1101 Maxi 008fC3.Al OPTIONTED 01044 A IOW YMY 14401 ON TK 01010 110E1 In i/OWOOI NO MOO 000.aaRATOI MMU.w t'TK Ona MO OITIPG4,ON a UoTTO,TO neat MOTTO CO OITI7TO.0444 04 no TO co Oat comet■ OVTIROOTOIR&0 NO O WD4 POM TOO II/PD!04.1 T1000Ctm0IT 440744100 7011410.10_v OW i wINAITZArMwl=T.010 OM AN= =OI=L PI s RAFT�001(704 mentem wTOY�io 660.1 MI OO VON na 10.�CIa NOWWA.Mun.�u MI PNw40 w0ITn4QMITT+�in 044UNAT04 mut2018 OXY .! CO ICM_NISSIL AS SHOWN MAE SCRIM.'At �N WO rr nuNcis4wE rN�A,n nom PROJECT NO. SHOWN TORS T.96711s4 RENIAMFR OE0 ROME 9804 DATE RAL: 31010.10 OUT MEOnM DT 01fS-503-18 N/A 11-NU-010.200_CALIOD1TT MEDIC TM 10-24-18 REV.NO. -DESCRIPTOR Of DATE APP. PREVIOUS OTC.NO. I tPDOF ReT-JPECR 0. 11-S-IS EPIC Y GRADE PIPELINE, LP ,- - NO. a• Mn 2p• gyp• 9 Ip' 2p' EXHIBIT "A" \ki, ,•w 2.. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING CALUCOATTE ROAD NUECES COUNTY, TEXAS POINT NORTHING EAST1NG LATITUDE LONGITUDE 0' 17198170.12 1272050.97 27.8481887 -97.8094127 z TX.NU-012 it I _W E&JENELL PERRIRAZ X / t I� I f18f E&JENELL ERRIRAZ xI-/ / 1 erlX z 0 f 13.: M — x b ,A 1 . Z PROM-FED 7I'PIPELINE PROPOSED/8'PIPELINE I I I ( G. FARIAS x f SURVEY I + A-592 ,:j 1I I 1 i W w mil gi �e 6 K. z 2R� t TYPICAL PROFILE ;1 41 21 E SCALE:11011.1-4217 3 b 8 V ✓ SCALE VER.1'R70' S 1 o e o 0 0 85 — — 85 80 — © — 80 - EXISTNG GRADE © - 75 --- 75 70'x.510',X70. ELEV. 5 MN. - - PSL 2,FOE 74,3 PROP.DEPTH 70 TOP OF PROPOSED PIPELINE ._ —70 I 80•(BORE).CLASS LOC,1 70.x.850'.API Si.ERW,X70,FBE/ARO ^'I TTHAZLS tl L S CIF-O04 PRMSME NOM,NORIO 0. r WM Inanap STRENGTH:s Ti FY NC ILLOCATTION .~,iii . • COD) MBE--t ///5/10M Mel LMIBERMON.RP.L 0.No 0440 EWE i 241/410/0.10ML11NaRYORf r,yC01u.O R.O[CCY TOM 10Y 1mL YQIGL No QOM 10.211".o/110 PCOM 00000 NI O[IOoWC WOG w MD YMY 1.10.01011C OOM VON K tlflIY6eC we 16M0 000IOITA1T01 MOM IIY DC GVM DC QRIVICAteO L LAMED 10 OW 1OCOa 1T'+OARTC naw,54 M FML Cr D0 mein C NONTRNSWlat NC moat t011Nsn.11POO Ol,.DC 000W4T C NOT Mee To CA tdSOM1Iowan 2. N1 ttISCC 0C1N4t NO fdOCwtn C01Ri NEIVOI.W 540 IY®1AI M no..Ro1C RML CD010,07t MOW Kin.20!OF tlt wont wow.M0Y W/MOR .012.01:210 eft.Om4xn0201 MUf tl•Nr.701 OIYAMI IRotwiew 00w11OeOI OMlmIldTIl INCTO mow.woPRGI 0A11Y 11•1060w on ono CCM NIZA OR=TO OM PREBE WAX MI=err max 811E tam.Mt PROJECT NO. OXY LATERAL AS SHOWN 2D%I Dm., Lew F10.0!of.low&.rat MOS I11J0IAmtCAGB FUME OWN ow RAN NHLtt 322E M4W Cix mos wy-14 N/A LTX-NJ 010.COSA1,.J6[T71O •. plc Xi W-24-11 Tr.sw.wTrs REY.NO.-DEIGNSFRON BY DOTE APP. PREVIOUS BMG.N0. caT ;.7p CL 11-8-IB - 1 Iu EPIC Y GRADE PIPELINE, LP 9 .� - //���� s1T. 1OF 1L ' 1 2P' ,P• ? 1P. ZP. EXHIBIT EEA" ,. .20' ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING HEARN ROAD 0 NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE 2 0 1719989646 127091580 27.8502065 -91.912910 o m ii C. FARMS ig 52 (- , 1 SURVEY O x ; I Ft r° f Ir ` 1 x© A^592 is• 12,- I ! C PROPOSED]0"PIP0.1NE POWER L.? x POLE I`I j PROPOSED 18'PIPELINE I— 2/—//T//—//• I/.� /—}-,1111/_....._._I I //—/f—//—//•. w Jll 1 I ! 11 I]18 � I 1 x II • i ! �� fir g NWS g 11DJ Z la CI la 2 O OX Y ga �gg�gE TYPICAL PROFILE S R S S 3S d S e SCALE.HOR.1'.20' SCALE:VER.VS.10' 85 : — 85 g0 7 0 0 — 80 EXISTING GRADE — 75 -- _^ 75 DO•x 510',X70 ELEV 5'MIN. PSL 2.FBE TOP OF PROPOSED PPELIE -DEPTH 70 -- 1 _ _. 70 64'(SORE)-CLASS LOC.1 1 70•x.650'.API Si.5L ERW.X70.FSNARO PRODUCT TrPEEMIUS=MOM Oe4+D+PRESSURE R+OPt WOmie 0,OF l kW YIELD LOCATION.,STRENW I LOCATION - CODI M8ERSO • /0/mMa COD R .LS.LAI/BERSON. ANa 6410 DATE iM¢hammam.YM.Otl WR/UTEM•WM at?mat HOMONIM.KRILL NC aorto.manta a,at--.—tl,OmW A.01I11Ye Mee A ran YRKY ROM a1 TK 01101!0 LAMP It?SflM C I NO owe OOCtSOOATON MOUCFL ST M GDR 11•1 4ataM/12I•taan e to FROM IWOO as IMO NOM a.M MMR OI MS Marr IS MONMAN7ttMW[No•MOS FOR nM.. 0.t COM ha DOLL OR SMUT MTIM TO R A MUMMY MMM SURVIT T Au MIAMOS.O•TANCla NO®OfMTb MOWN NORM CO MC M1fO VON M Ma Mel AAA•COMMa0!IlatoM 50.FM Md.0A M Nara AterlN,MTM Ifo MAOY mraLluTOM 7011 OOM L10ak MW•.0.??MT fltVMO1 Mamma..imela Meat•RsatsaN Pt MRN ant Ylanfia MTW Nat IMMO of arm Ogee eta an man OilMallota PiOJ(.RARSK OR/COMM NAHR YULE CONK.nL PROJECT NO. OXY LATERAL AS SHOWN 2019 Donn am fnN 505. PM.14 `1° Mil T.tinerOMM �F5400-IC NIA TGCS X-NU WAVE 0101 - FLAN= Tam iN.lOREST.000 TYT•Lf N/A TX-NU-014.20-HEARf(��301KOWG A V 8-27-10 10KS ma'elms REV.NO.-CCICI8F110N Vt OAIE APP. PREVIOUS OWG.NO. 1 tFORTURREFECS a II-�IE ` EPIC Y GRADE PIPELINE, LP ' °F - 9ff. I14 311 - SAT. 1 OF 1 I 21). 19' ? Ip 2p' EXHIBIT "A" f I. ,D. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING HEARN ROAD NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE 0 17198888_41_1270909113 27 8501844 -976129287 • x Z ;I I i Ar C. FARMS POWER SURVEY PDQ ( ,:i, u i( ' J X A-592 t:. +` t II PROPOSED 30'PIPELINE // //—/I.—//—// �1//' //_// gym / / © //—..-//—//� z Q , PROPOSED 1E'PIPELINE A. _._ _./.. __ _ J._ j , � .' fix 1 IT , I16 x 1 ' , , I ! . 1 I ii x 1 6 I 1 ! I J, ! >< I I i Pi 1 w Z z = ig a 1WU .Z 13. Z o i g Lu TYPICAL PROFILE ! 2 o a N a SCALE HOR.1-20' Z. SCALE:VER.1"00' 85 ;-__- -- e5 © 0 80 EXISTMG GRADE - 75 _ 75 16 a 281',X70, EL,EV 1.-S.MIN. - PSL 2,FBE \ F 75 30' t PROP.DEPTH TOP OF PROPOSED PPELLNE I — 70 70i. 04'(BORE)-CLASS LOC.1 - 18'a.344',API 51.ERW.X65.FBE/ARO PITO PRODUCT TYPE CAS DESIGN PRESSURE 00.003 I400 va • _ EBI.1E1D STRER0T1t WED P.S1 LOCATION TYPE cuss,LOG11gN ..44-iii. .. .„... - CODI MBERSO • • 77-5 70M ��p}�COOT UWSERSON.R.P.LS.Na. N SD DATE ilia korE1BDYl iii0A00TE CERDIGTaa1 a MOO DAY TO M IIDOSaOAL I Wrc&MO DOM IOQIOI 0.T1Y 1TODO D0WO.1 DEMON=O1AA10 A ISD ORA,TIME 01 M DIDSO 0001 MY lUt Wi ATO TAM DOD$Ortwat I Maw=MY M CUD**TO CINT11CATOI I LWOW 1e TCO P00001 CO MOP Oa.DI at Oa O UM OMIT e ION TVJeiBRAMI MO*MIX IDI Ta NaMDO GAY TO DODaBM M NOT MOO TDO•SOIOMY SmMY 2. ALL Oamot DBTMCO MO CODOMATO OW ILR'01 NO W,M=04I M TUAI DATE NAM DOPMTE MOO.SDRN mC a M IONIII AAOD•.M Dona I03 EVOn RAAMTVI STI.vaw BNIDT NUI MMA!?TR7 GOMM*0.0.0.0011001 BOIMI IWD1B WACO Ifl TIMIIDNII 0111D'.M1 YMCA.MON1I=*MO IL 111rt1 MOO 05 A1MLD10 DPt 001100.11104 Prat 7rVI:01.CX Amcor 4.660 r1<J4E ota<d1nC - PROJECT NO. OXY LATERAL I AS SHOWN 201E OPEN IDOM s OMMAWro OPii Tx MO 1110.2 NoilDR4131 GM FtDEVE MUM 'EE RAI aumin,o NEV.0UE4 D 711m0 (j(F5-&0-ID NIA TY-IIU-014,20-t{kb4iQ�1TO IQ-24-t1 T101.1,T101.1,..10101010,..101010 REV. NO. -DESgtlF11 4 B/ OAIE APP. PREVIOUS ELM NO. 1 L.nerE J1P`,yG It-S-1S .. EPIC Y GRADE PIPELINE, LP D»- Na 0-W ORR2)-( INA sir. ' OF 1 • Exhibit A High Pressure Pipeline—at or above 60 PSI Gas Pipeline,Part 192 NOTE:TXDOT has established a safety minimum for Barlow formulas.The Design Pressure(P)is required to be as close to 10%over the Maximum Operating Pressure/MAOP as possible.The Design Pressure can be greater than the 10°0 Project Name: Oxy Lateral County: Nueces County,Texas Ref.Drawing: TX-NU-024.20_LEOPARD_STREET_16IN.DWG Barlow CARRIER PIPE CASING PIPE I.Outside Diameter in. (D) 16.00 1.Outside Diameter in. 2.Wall Thickness in. (t) 0.344 2.Wall Thickness in. 3.Material Specifications API 5L X65 ERW 3.Material Specifications 4.Minimum Yield Strength psig (S) 65,000 4.Minimum Yield Strength psig 5.Location Class 1 5.Design Factor(F) 0.72 6.LongitudinalScam Joint Factor(E) 1.00 7.Temperature Derating Factor(T) 8.MOP/MAOP psig 1,440 9.Design Pressure psig(P) 2012 The pipeline material and design must meet minimum Federal Safety Standards stated in 49 CFR: Gas Pipeline Part 192 subpart C Liquid Pipeline Part 195 subpart C P=((2xSx(t/D))xFxExT) P ((2xSx(t/D))xExF) Design Factor(F):See§ 192.111 Steam Joint Factor(E) See§ 195.106 Longitudinal Joint Factor(E):Sec§ 192.113 Design Factor(F) See§ 195 106 Temperature Derating Factor(T):See§ 192.115E.OF TL`t Gas Pipeline,Part 192 :y�P • '—re‘k %P= (2St/D)FET= 2012 �« _... ._.��..w..__...: .:,� RONALD E.NELSON j 2( 6s.orxl ) 17.344 �� 58918 �� P= 0.72 x 1.00 x 1.00 it°.(•:.PCE 'kc; 16.00 / It+C •.......... `1/2/2018 Ronald E.Nelson,PE 58918 Texas Firm No.5531 ORE-42026-03 ORFS-600-1A 3P. Ir 1?. 39. EXHIBIT FLA" iiii - - ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPEUNE CROSSING LEOPARD STREET NUECES COUNTY, TEXAS C. FARIAS, POINT NORTHING FASTING LATITUDE LONGITUDE SURVEY U 17202797.79127a032.5a 27.6609537_ 437.6155581 A-592 f �! , I( f . t a I I i 1 I I 1 M i a i 1 I I I L i8_— PROPOSED 1S'PIPELINE f " I wI, �! W I i r I Ci« 0.0 1 c c PROPOSED YYPWEIINE —f-_s, ls— —' „X,•s s—..+—s.�._.___n ss—ss—js_Ls.—..—ss}- o � ws E I n �- rr I �— TX-NU-024 00 I i HrtBENJAMINOVALLE 1 j [ I m °o F , SQ •I 1Ft I m N Li gz z 11,5 x 1/mItt!z! - la sag §. 8 � TYPICAL PROFILE +x$oN.1� ti*. 8 SCALE:HOR1•=30' Oaaaaaa o abaa SCALE:VER 1•=10' 45 — 45 — 0 — 40 ELEV. 40 — 36 47 EXISTING GRADE — 35 — 16 :.26r.x7a. — 35 5'MIN - - PROP DEPTH PROPOSED OF 16' PSI 2,FEE — 30 -- 60(BORE) -— — 30 CLASS LOC 1 16'z 344•API 51_ERW X65 FBE/ARO 25 25 PAPP DATA �.....\A� _ �GOF7F��' `t f T rrPE aus i LOCATION i C'_ * •.qJ i6 i 4 LILA, ..,, it %_RONALD E NELSON �p • ; Sana .,,:s1 11- 11/5/xr c .,,111` - . 11/5/2018 ''CTJ]�CI UWNERSON.RP L5 No MSD W DATE R7D Z.NPIMSON.PM No.PP1*11 Nn. 131 F 5 •NormaTN,a sa-,t'Orl COOTS CA-10.3 POOL O.Lr TO,r .(/C'O.rr .Utt.M no MOM ir".f'Yn.OP PO PPIsfl 06736 U WM.=3C a AQ.O 1iART'N,*L OI PE GRWC LNDEP ET C/LRVSO.MO:APO COO/MVOs Ma PRO.�O ST TK atlr• Trq CLITNMAo O Lt.=TO POR 0E1150.o as O*3U 9.03N OA 38 ea.Z or t10 MAST 3 NO.734y1733.331 wO 318.'2 rOs Pa10sO:11Nair OE=WENT 0..01.O1,0 TOM•p10Mr MARKT • t RMZIM.Obi*KLs••O 400.:,..1=1 SOrr,0DL01 MT 033 SAt ONE ,t VPinn rail PTAGOON C •?t MRK 1.S0/ ZOE O 33 KR..aiOOr Gra•31 1.0013.•RI:.C.T04 Lt'Mai S1:X t NLO LI.5,05put GLY.i .MOtltarO.LQM.+EIED,.6 Mm V7,M,Ortr.Alan.KR:1GL 511111 ION SOSO rel 3113 Z01 S'Y.A/R=TO On CWGR.•TOO T /161C p•Ltiflr 4 MO 006'3.3-'Cl..3.233.3035 AQMi KAf...W..K Ws MP1Rti9 sr M PROT=ssist 0304:171 PE C0 TRACIO1 NMiL Nagle TO'f!73CSSA.T104 TAM).W LLS sAsTassi.13 CAW=emu,nO-%.c--RI. PL°4114..51.40011.CR{tabu MANX MAI coon.YRIA 5 PM.P„M RMP PROJECT NO. OXT LA1TRAL AS SHOWN 2016 M1aPti me YLDPI.RER IMO REMrl MINI as R^Pax.. ""»"•L`•`•R»""" [f5-b00-1A,..,.... N/A [TX-RJ-U24,p_IE0P#RD_S?REET_l6Nyfet TDD 9-14-16 G "' ARV.NO.-OESGOPION Hi' DP.7E APP- PREVIOUS DRG N0. 1 liSIA.,PIP05PEG4 CL 11-5-IA EPIC Y GRADE PIPELINE, LP - Cr - 5 II 2p TV ? Ip. 2p. EXHIBIT 4"A" 1.. 2c. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPEUNE CROSSING SHARPSBURG ROAD NUECES COUNTY, TEXAS POINT NORTHING EAST1NG LATITUDE LONGITUDE 0 17204579.18 1770013.85 27.6658536 -97.6155771 TXNU-027 TX.NU-026 HOWARD STOBBS 1 I 1 ‘r.-' '' ` i RICHARD R&GRACIE ACOSTA k 1 C. FARLAS ,4 ' 1 l \ I . SURVEY E { A-592 i , t y.07, ; _ . w ; e� I PROPOSED it PIPELINE 1 w � �` i 7i— i�7(.--E-// x ,,c1 : II'—� 'r--I + 7/ . ,,,....,_, _„„)_30,,,,.,,_ ' ` i 1kg 1 t IPOWER 1 J a{t8� L_ 1 0/ I 1 W W 3 p 3 y, " ii 2 P8a om S 2 TYPICAL PROFILE E S S o o 0 0 SCALE NOR.1428• 3 SCALE VER 1410' 20 — 20 15 7-. © © 15 EXISTING GRADE 10 --- 16'R.281%X70, 6'MIN. 10 ELEV PROP.DEPTH PSL 2,ME 12.01' TOP OF PROPOSED PIPELINE 5 __ `•.1- .. .. 58'(BORE)•CLASS LOC.'I 5 16'a.34r,API 51.ERW,X65 FBEIARO I PIELBLIA YP PR70uCT TE ONS DESIGN PRESSURE(V.RPF OP.PSV IML YEID STRENGTH!1000 PAL • _ LOCATION TYPE CLASS I LOCATION ii.1 • COD) NBERSO • OA., , :� ✓elf i 11 570M �CQj61IA1lERSON,RP.LS.Na 6100 ()ME iN FRVDaMt M1M,Oif 4AIVC ATO•WOO blr TO se ICNCONV L b ItM.NO CLOW MYIOI of M!MMus OGtlC Y ORSYc LIMO A i00 WMWY IMO[OI TK ORdaO UM=Sr MOOTA ON NO 11N0 eTaap,atION MAW in M mew TO CIRTnOATON!WM°10 TIO!Moore OR SOTTO MOM,OS T1!PaW OF TNs coma e NONTWWeetWE MO s wait N0,1eel MOOSE Oar TN600ClICWT 0 NOT MVO TOOAOOONN RIM. Mau 20.4. CO___ I. COMM ISO SSW ISAuLAfflr Wad Oro MIS U II ILONT.TIIT O2VAIONO/OOAATITOi wow feaONl MED IPO,1I4T4 WON NOGN WOlON.OATI,TM RAWCLO YMTI OEM Y APf.ZD TO WO OOQ.ATOM OXY LATERAL 96 aEpQW1>i7f�l MU -EOM2016 A[ PROJECT NO. AS low CRAWS AYE PAVA TR 10O 1CPCS RLFKII[ SIMI OGT R*►Nag sans Zara�a'sl TMnoo Cm-&U-IB NIA ,TX-0'{1-02720-54 1 700 10-24-18 '1"...4I1 REV.NO. -DESCRIPTION BY DATE IPP. REM US ORC fe. '1 uwN,, IPEycn CI. 11--16 — EPIC Y GRADE PIPELINE, LP j• - . air. 1 or 1 1 211. 1 p' Q tpr 2p- EXHIBIT "A1f ,q. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPEUNE CROSSING SHARPSBURG ROAD NUECES COUNTY, TEXAS POINT NORTHING FASTING LATITUDE LONGITUDE 0 17204573.54 127002298 27.8858379 -07.8155490 TX.NU-027 TX-NU-029.00 EPIC CRUDE PIPELINE, LP 1 .. JUOR>f AWOL 1 C. FARIAS 4 1 } I \ 1/ I SURVEY t } I A-592 1 I \ ii,f.--- i—// b/©1t/,—.//...—//— i—/ ©�SED16PtPE,INE `t- 41'1I 1_ 1 / PROPOSED 30'PIPEUNE V• 7 45 ;‘, 0 o bo UI z Id om 0 t . zv g2 ! u7 g w 3 6 a z o iii 10 TYPICAL PROFILEa SCALE:HOR.1'20' o 0 o e o SCALE:VER.1'x10' 20 — 0 20 15 --- EXISTING GRADE © — 15 10 —- 30"x 510'.X70. ELEV -PRIP.DEPTH 10 - PSL 2,FBETOP OF PROPOSED PIPELINE 11'87 T_ 1 T --- 5 — I84'(SORE)-CLASS LOC.1 J 5 30'x 850'.API Si.ERW,X70,FEE/ARO mums PRDDUCT'TYPE HAZARDOUS MOOS DESIGN PRESSURE POOPS LAW Pig 611IFJ03111. 0,1:06 Pia Oki OF i to TIONTYPE CLASS I LOCATION N1. It A "'CCC "` • "41.11114f �.P 0001 LAUBERSON,RP 1...1.No.6400 047E I 04 nCtC CCI11.NUONTOTt CNI TCCAIIDN a wax Ott TO TIC ICRQOIt•L'RNICM.MC OlNiM IOOTOI Cl1W•Pi1K CPC4141 C Y ILtb&SC OIOO•IBD 11441,WY OI M 014414/1W IR SUPCMICP NO MPG pgNBlf•TCN PUN=PI M GNOIT 11*O CITICA C01 a 11W TO PON 1'C000 Q BMWS UNCI ON M DMX CP 1M CMR■ MCMTRAMPUPPILX NO O IMNS FOP TM'WPM b&T 00 000Ip4aWT 410413 TOW AWWNR COW, 1. MI.BMW&OOTNLX!NO CdTON10 K M.IO@4 44 OTC M!D IM/M TCW VAN RAI!19C7bMII 00141 SO/Il MOIL CP M 10111 MBOCIM DAMP UM DOM 14.4.40414 PP EPC l DOOt01 NUI LW/IT TQT CUVATTOI 14441.41P1 4004 4140I aMND MOP M 1044 ANON.*NPTICAL Cana INN POW NO COW QOM IMP IMBO TO GR ONBWToa. PPM sTMD.cot AOQM7 lam Il9D= 1:067.TIL n PROJECT NO. OXY LATERALAS SHOWN 2018 ®CCN CM FR•wD AVE'wax onion 00-6013-1C DOEvx IMII Il.IMAM UNE i1i1D1�1 1X-1 J-- 7.2 �I� 6-7 RAN= Nos 114174-.IOt&1NNR/�4 N/A Tx-NU-077.20-SIWBSBURGROJONDrO ,MN 8-27-18 REV.NO. -13600PRON aM 041E APP. PREVIOUS On.NO. 1 V0C1E_JWL (1S oL 1-3-16 - - EPIC Y GRADE PIPELINE, LP °` - . f. 1 l sig. 1 OF , T 2pIr v p. _pEXHIBIT ''A„ -•- -, 1•.20' ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING FIGUEROA STREET NUECES COUNTY, TEXAS 'POINT NORTHING FASTING LATITUDE LONGITUDE TXNU-031 9 17205721.05 1270160.92 27.8689911 -97.6150972 TX NU-030 COASTAL BEND BAYS& COASTAL BEND BAYS ESTUARIES P I 1 t I x 8 ESTUARIES P x G. FARIAS , 1 1 1 SURVEY x 5 A-592 1 x ,7 1 _x_\l� l� i©X b x1 _ — - I- `� x .,O PROPOSE/1r PIPELINEl i 1 � x Ieg n l ixIX 8 o 1 I I rix O 1 X r 1 il I ex g 1 g !it go 1 6 6 u.a 0 # ...* g 0 TYPICAL PROFILE o 0 0 0 • Is 0 0 0 0 SCALE NOR.1"+20' SCALE:VER.1'a10' 15 -- 15 10 _— 0 EXISTING GRADE © -- - 10 —- 5 -16'z.281•,X70, — Q _ PSL 2.FBE 1 ELEV. S'MIN. TOP OF PROPOSED PIP'EUNE 3.94' PROP.DEPTH - a -- 80'(BORE)-CLASS LOC 1 18'z.344',API 51St.ERW,X65,FBE/ARO MOM/CT MOtr TYBSE T^ MUCH PRESSURE PA01,1 tau p.q Int STAENOTtt 16,000*(� T LOCATION, I1OCAT10N • CODI MBER5/ 1 •.t ` ' • . • '/,'/'Q t3 COOT IAAIBERSO1,RP.LS.No MSO DATE I A!AIVtlsa,l414,040041 m1TIUTW 0O Olv in M MUI®IrtMl WN00.WO MOW PMTS 0P 114110•44/4 OIOO10 N O[TiidikL9 01110 AMMO SLOW,1114 ON TO OlOUO tO(LA W 0.1•100001 NO WM 000l 10T1O1 P 100w IN 710 D0111•O COT01CAI.4 0 LAMED TO TOW MOOS 01 CrtiRA•10111111 114 log Of 1110 MOrt■ 1011114I400V111V MO 01001 KO 10 AMON O1001140/mod?06of Banc MK 0 1000M10.11K1 I. 0L1.1101404.MOOR,NO 0004004l14 001114011101 NI OM MOM I1O1'114 TQAI WWI FLAW 0001111•MIT 11070.100111104.Cr no PORN 0+01.14 MOW'14 OMDR 101:00,0014 0001Wamy N 111.tOh1Y 11121 R*VA101I/b1YTVi Nom 110.010 WED WOO NI 40110040C.101101I1C0 MIW 1100M1001*1IN 111100414 Al}IRD 10101 G0I11V11140 OXY LARPM TERAL meow Il-MER— lt9tF mdL R. PROJECT HO. 1 _ AS SHOWN 2018 OPEN IU1T/NA4011A\E PAPAW nt nem NN/" 'ITX-NU-030$8-F1 AO157 1EW ILENWIE m� RAO '� it.101:411100 IN1f$-6�-1@ 11X1 10-24-18 T."N.Io1/4m RL V.No. -OESCJiP11011 Pr DATE APP. PREVIOUS Orf NO. 1 UPDATE nP[ ES a II-}111 _ y —` EPIC Y GRADE PIPELINE, LP a: . - — S4-aa• 1 wtA • I • 2p ,p• ? IF. 2p' EXHIBIT A ,o. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPEUNE CROSSING FIGUEROA STREET NUECES COUNTY. TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE TX.NU-031 0 1720572341 1270170.79 27.868998 -97.615067 TXNU.030 COASTAL BEND BAYS& COASTAL BEND BAYS ESTUARIES P I ` I x 8 ESTUARIES P x G. FARIAS SURVEY ©x ll ` x A-592 I k x TY z % PROPOSED 0P PIPELINEu`I a i 1.... .../1..---1.1W—/14-/1 ! 1/••••••—.-/Jr--s es--.\/1......- / , PROPOSED/8'PIPELINE t to 11 x 1 En1I y ` o X A 1 I W W u.E E TYPICAL PROFILE 8 g RI X iI S SCALE:HOR 11.20. a 1 a a a a a a SCALE:VER.1'•10' 15 _ 15 10 — ^ — 10 (� EXISTING GRADE 5 _ __� 5 JO'a 510',X70�� ELEV ,�S MIN. 0 — PSL 2.FEE TOP OF PROPOSED PIPELINE 3.96' PROP.DEPTH a 80'(BORE)-CLASS LOC.1 30'a.650',API 5L ERW,X70,FBE/ARO TPEdT^ P1lODIlCi IYPE.I1ALVb,l LIQUIDS pESIGN PRESSURE(YW7 WO P14 "4 OF. t IDGTTON TYPE.CLASS DEW=ROAM rainXADCAO Rl • COD) UBERS• . ///5/10/d cool LMI8ERSON.RP.LBq .ND 60 DATE 19EN091I10o&1^T,OXOCOTTTATOT•usa OCT TO DC TpIIbRK WtTAI MO GD•M 050'MIS MRS!0.0114.2 AS anGOI=DVTIO A Vt.D IVTKT WOE ON Ile MVO VOW ITT SUPORAWR no into TALLUDITATON Wen=AT RR GDR TTe fO01T1GTIGN a tall®TO TTG E WOW DR WRVS mown a.T1!si11'O We man D 1OMtPMe0OU1s MOO WO!ROP TN*PVMlf Oar fie DOGaIM•NOT ITT00 TOOL A 0004UT saw, I ML OIARIO6 O•TOW MO COORMAI0 DONT saws Ml ORp MOO)RPM M Trus OM RM!COGOMR OTVRY IGIM TOM.7 M MAIM MIsaOM MTW NW ilO•E MA4.IAT01 f11 mom 70T0el N US tasty TOT OIW11Ol I/OaMTOM OWl TClOT•WED UIOI M MOTs MCR'MIMTTdl DOW 11e Solo•I VOW MOO ftf...AO TO OHO OO>OMIlO• MEWL STRESL IR WOW RAW s`U COW RI L -PROJECT NO. OXY LATERAL AS SHOWN 2076 EWEN Ka Ys.macs AVE.DIL I MIA MN*nTI�1 ) "COLO FIERIATE O DIET MR RAI mem WalTOM1t.00I 1i"G• 035-0-ic N/6 ITX-IW-03040-FlOr —its1.Q i ,Kt t-27-I6 Twaw w1.Tf• REV.HO.-DESCRIPTION BY DTE IPP. PREN0115 DOG.NO. i 0•0111-108.01112 CL I1�ny EPIC Y GRADE PIPELINE, LP ' ff -- //��\ —. 9R. 1 , T T. ,p• IFr ? IQf 2P• EXHIBIT "A" ,. , ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING RIVER LANE NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE 0 17208377.05 1289518.81 27 8783088 -97.8170332 TXNU4036 TXNU-035 BROOKS 1994 FAMILY TRUST ` MARY KATHERINE DAVIS \ i \I\x C. FIARIAS I SURVEY I A-592 I x I PROPOSED 30'PIPELINE I- ' I 111 I x w , y •I PROPOSED 16'PIPELINE g I- j 11 w I 1 In 11 'I POYVER } � I ` POLE 1 j w, H. 11 E ti o R s t i E TYPICAL PROFILE Es ~ "' d an SCALE:HOR.1'-20• • Io M , a a a a b SCALE:VER.1-1P 15 - 15 10 - 0 EXISTING r- • Q - 10 5 — — 5 18'o.2811,X70 OF ELEV 5 MIN. — PSL 2.FBE PROPOSOD PPELINE 5.29• PROP.DEPTH 0 — TOP 0 r I. ar(BORE)-CLASS LOC.1 I- I8'x.34.4.API 51.ERW X85.FBEIARO DATA PDESIGN TWE. DESIGN PRESSURE*AOR IMO PNP OH YIELD STRENGTH WOO PSI. tt /� LOCATION TYPE.CLASS 1 LOCATION . b • CODI MBERSO • (Xi' 1... ,?:•-:.,,/1_,•.;,.4".' ....-. ...?05-1 rf.51U7d COOT LMlERSON.R.P.LS.No.*SC BATE 1 M1Z iNGTIMPoNN MOVOC•11 NfIP1GTON A WON ON.Y TO HE WIIQONIAL A T IS ISO CION.Moo.10 MO PP6.!=HOD.41 CIRIM.D COO A FED 1MST Wag CO Olt GMOLSO MOM NT SUPEOMMOm MO L010 01$SLTATO.OMNI=ST DC OMNI 110 DR1I1CATOd O UM=TO TOM P0000 C.Oen=MOON OM M,ACJ:OI DO ONO)O .b,1MMOSOMIRI NO O WD.SOHO*ROOM at.!ITO 50040ss 0 MOT 54100 low AosaRT Maws J. ML MMROI ONTAIW AO COD.p4TC WOO.MOON NO Ow.YAM%JO.1K TONS OATS ROC COMMIE{Mill Dart.OTt o M tORM ANODCAM DOW.b WOOL pMQATO.fIt POC./MOM M VI MOOT/QT 010101NOWAIp1111010010.1 MAMO W.T1lWorm AltI M 1TPKX DOW MO PMtO OL ON MOO MSA MRN TO 0• OEIOSO106 mem STAION 04 ICWLNI WPM SCALE CO6T.NI. PROJECT NO. OXY LATERAL AS SHOWN 2018 app. SCOW MOOS Of PAW&1W 11010 Wt TOFU mm 14)01* FLDI&4 CA00 flDWW BUM DM RAJ- 1µ1M 14M1.is iso OTS-400-15 N/A TX-NU-O35.2D-W::14,16 NDWC TDD 10-24-18 .0111110111111m=" REV.110.-0121CAB 4 BY ah APP. PREMIXS DJC.NO. LWfaC,jIPE a .5-4 EPIC Y GRADE PIPELINE, LP " m " NO. -L �In 9 SHS. 1 OF 1 • • 2P' IF, 4 Ip =P, EXHIBIT "A" ,- . 70. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING RIVER LANE NUECES COUNTY, TEXAS POINT NORTHING FASTING LATITUDE LONGRUDE Q 17208368.89 1269518.71 27.876338 -97 617027 TXNU-036TX NU-035 BROOKS 1994 FAMILY TRUST I l ri 4 MARY KATHERINE DAVIS I � I Ix G. FARMS I SURVEY ©I l i O A-592 I qi I PROPOSED 30'PIPELINE I 10 b x w I w T S 11 PROPOSED 16'PIPELINE 7//—.4.—...--/( okl—1 PW-4I/ • /.——I 1—.... 1/.., I,I .... .I 1 .,. ....1 II En N I I u, 00 x POWER 1 1 t POLE it 1 II ti E Z til g $ V1 yl 61 6 re cccc g OW 4 ti; 1 .! 6 '0 g ;72E TYPICAL PROFILE a a a a a a o I SCALE:IiOR.1'20' SCALE VER.1-.10' 15 -- 7 15 10 — - 10 0 EXISTING GRAD 5 -- — 5 - 30'4.517.X70. - PSL 2.FBS \ TOP� ELEV SINN. PROPOSED PIPELINE 5.29' PROP.DEPTH AT(BORE)-CLASS LOC.1 30 x..Sr,API 5L ERW.X70,FBE/ARO eltUdJ.6 • PRODUCT TYPE HAPARC LIS UOIAW • '.��"OF - OPSIGN AR (WPC 1.10 PINI C YIELD ORENGTN.770.000131W LOCATION TYPE cuss I LOCATION • Cool MBERSO • cope IAMBERSON.R.P.1_6.No.6160 DATE v Mt TOOOIO AI.SI02TORI CRTICATION Is WOI ONLY TO TIC IONOOOAL VOM..MO Cale,mwTnI of OO PMIS 001W.Al OLTOMAPAW OlM0 A MO KOK,WOO ON TK Gel/03 laW WT StATTASIMI IM 10H0 OOCtIdfATON MOM=IT T10 COTS be r,,nl os 0 WOOD TO 11WR IOIIMI ON ORO*]Meow M 116 IAO O OO OItT O .OYTMNiOPMO.Me 0 N.I01 MR TM"LOW MT TTM OP]IPon S POT NTDO TOIL•ICaI0NT DARK? I Ala WAWA MO.=NO COOOMTO MOIST I11M011 API CNC Mid IPd 114 TOw STATE TNN0 CVOdUTI■OtteI MRN ACK O.1•e NOPIN AUMS'/N 00.11a1 NR 040 . ISNYATO.nit OO 1 TMOOSr NUI SANK Kir 015.70 KOO5AI0*D I IOEON■UARO WPIC!IOIMAPGrrJN YIPTGN,MOJA NS/AAK S1 WRN COM arm AAT=TO CPS aoSeAVATIOa PPM TOM I11FATRSM wino !CAI DR67.Y6, , PROJECT NO. OXY LITERAL AS SHOWN 201 0516 w T*s' AK TRARXT x 1m 1°It1Ni i0s� �—fi00—iC FI.11E>r60►1b69 TOW( tow 011E - RwHQC xaaa.w.Pa talar IIIOIIIE Tx 7II0I VA 111441,-435,20-RMAUVORADMG an 9-4-IB ''- 01•10111 REV.N0. —OESCitP00N 9Y DATE APP. PREVIOUS MG.N0. I :PDVDjI04.31=1 ¢ '11-0-76 I , ___ EPIC Y GRADE PIPELINE, LP - - DN.--- SNL 1 Cr A • 1/4-/t Attention: City of Corpus Christi Development Services 2?06 Leopard St., Ste. 100 (78408) Co,taus Christi, TX 7 $yo � Doct 201900599.6 Pages 26 02/14/2019 2:57Pt1 Official Records of NUECES COUNTY KARA SANDS COUNTY CLERK Fees $111.00 Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of Race, Color, Religion, Sex, Handicap, Familial Status, or National Origin is invalid and unenforceable under FEDERAL LAW, 3/12/89. STATE OF TEXAS COUNTY OF NUECES I hereby certify that this instrument was FILED in file number sequence on the date and at the time stamped herein by me, and was duly RECORDED in the Official Public Records of Nueces Counts, Texas KARA SANDS a torrir r