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C2019-217 - 4/18/2019 - NA
3L Dor-AL 201901598 rage 1 of 6 AGREEMENT GRANTING A PIPELINE LICENSE TO EPIC CRUDE PIPELINE, 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 Crude Pipeline, 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 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, claims, liens, damages, losses, expenses, fees, fines, penalties, proceedings, actions, demands, causes of action, liability, and suits C2019-217 4/18/19 Epic Crude Pipeline LP SCANNED Page 2 of 6 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 Director of Engineering Services Page 3 of 6 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 Crude, 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 subsequent enforcement of the particular term and is not deemed a waiver of any subsequent breach. Page 4 of 6 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 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 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 / �r(7- Dated• / C B /�/� ' City anager EPIC Crude Pipeline, LP Dated: g / I q By Justin Gordon SVP of Engineering and Operations Title. Approved as to form: I ) 19 By: V1,6{A ‘5-(/,‘6. Assistant City Attorney For City Attorney Page 6 of 6 EXHIBIT A (Description of Licensee's pipelines) Epic Crude Pipeline, LP will begin construction on the Hondo crude pipeline. It will consist of one cathodically protected steel pipe. The steel pipe will not exceed 30 inches in nominal diameter. The Hondo 30"will flow crude from the Robstown Fractionator to the Epic Crude Receiving Terminal located on the ship channel and will travel a total distance of 10.8 miles through Corpus Christi City Limits. While traveling through the city limits the 30"pipeline will cross Violet Road, La Douglas Road, Rand Morgan Road, N. Clarkwood Road, Manning Road, Bronco Road, Corn Products Road, Leopard Street, Horizon Drive, Skyline Drive, Dunn Meaney Road, Lantana Road and Up River Road. "..".4"1...\ °y��. ;37 , 0 A -cy , EXHIBIT -.I.. A ,,,t,,,,.„ -:‘,.., IA 1 ., , IN, Ff.'le% itilf- ..„...„,,,r,.64 , BV 1c42 �" # � IF7v `� 'fir j 1 - • 3. Via, ® End Point (Valero) . ❑ 1,-,,,,,....„.t. milii,_.11 .., s �'d>' .11:,• �r�°s k�OIN MLBV�S&6 �- •i` i LAT: 27°48'45.96" Nin ' ,� r � '� 1.2•IN,"�•MLBV �eC4 � Ij• . � .,r c +1 �„,47., , d LONG: 97°29'27.97 W ,{ ?a ., , . 1 ,I ?� \ / .t 30IN-I MLBV4 T . � 'r y •r 4‘„14', � ,r1i m ,e ❑ .,� 1p >� Origin Point N . .°■ • 11...LNa,M BV;1&2 N01 :`'-;Ie,” ,, , , `�M ^'.f g 4 ' i1110101 1 30IN.I MLBV"3 ';% :J.' :;1445' ,, • ire ,< ,may441,411.,.? c�R. •! LAT: 27°49'38.10" N .` p, - + '"' .: "_ ,e .imi LONG: 97°37'09.85" W 3 1 :i .;z � . , 4 _ R EndPoint (EPIC) - . r. • lio. , I LAT: 27°48'48.45" N ,.;. 'A' - j , LONG: 97°28'09.29" W %' ) d r. _ !4• ''4 C) , - ,, o - s may; � II^^ „ •111( Y H II - O 44..' '� ,. "'`"•.• � � p5 ll , C 2018 Google '$,�, w�, .0,,0, t G gle t 1 , h. g 0 ❑ a R r. n Ima,a Date:1 2 2017 27°49'47.15"N 97°36'06.82"W elev O ft e e alt..10.68 mi - tt ' - - L........„ Bronco Road r a Nwpw,..R111� +eIIMl. 1 iiiimer, , IIIIIIIIMIIIIIIIIILNIII l'''' ..............„.._. 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II ""`"', -‘-'..,i,...! I I, • w ,,,,' , linT1 . .1) .•-•;;,,0 I i • ,..1 . _ • - -- -* v:---4.5`.1-,.. -••440.,„ .... _ v ,, v.;,...- ,• , .,,,,,,,...„....„.... -, t .... .....---1.; a • • ,,, •. - --_. ,. .; _ ._• ----- . . ,.., . .:. ... .a... _ uh, ' D, TX.NU.H-03 _. . "itieFfrd8 , . } TX.NU.H-0397 tt S, raL- aAt cri4 C. . 4 z/400/ Tract Boundary ....//XNU.H-040 / Slick Bore Foreign Pipe / , Centerline © 2018 Google ......- q'y-oogle Earth , , ,, , , / 27°4847.19"N 97°2823.52"W elev 0 ft eye alt 1873 ft -II, $ .. t,7,' 1 ...r•alVf':.../0.* .,..,_ .. ._ „ .... 36 Lantana Street ,..,..., ,..,,k..,....4„. ._ . , .!4. •sf . , .. ... . ., . .., ..... „. _....._ .. • ,,,, TX.NU.H—041 i 4k ..„ . . TX.NU.H-039 --AL . TX.NU.H-038 • . . ..e.- • --__,, --- _ — ,- •": — — .., T-X.NU.H-040 _ . . ,. • - •— . .... , • e --* '. .. . 1;1;" Ir . , :I 1 Tract Boundary Ay . ., -- :, , ... 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Clarkwood Rd ,a. -.r _ 7III •IIIMIMIIIIIIIIIIIIIIMIIP....--IdglldrillIllmr- i--- 41. 3 -016 TX.NU.H-017 ill (tr, Tract Boundary ! c_ r:c``'` ,r Slick Bore - �J 0 Foreign Pipe .. 10 201$ K •i Centerline Google Earth 1q 1956 Imagery Date:1/2/2017 27°47'56.44"N 97°32'07.70"W elev 0 ft eye alt 2504 ft -Mr I 1hr Rand Morgan Road II 2292 _ d ........ 111 I I I I 111 0 I I I II I II I I I rd. lia,7 71 I r --- - vidEINikilm.- ____ .1..milmor ?..,-," - !. i --f ...------------ = : -' ' ;;L'Ik- ' g iiammommi .„, • .:- % 111 , A Ili ,'ctio' •',. ',2-, it _ , ,P,• •- '''' Isla „, .,.,,f• •:-•-••• '1 Zia."•- — os Nil .............„„m____ , ..1.1.,,s. , ....... i 1.11111111 ''', Tract Boundary - - Slick Bore ......... ippoi. , sump. Foreign Pipe i 2018 Google Centerline .......... 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ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING VIOLET ROAD TX-NU-001.00 NUECES COUNTY, TEXAS EPIC Y-GRADE LOGISTICS,LP POINT NORTHING EASTING LATITUDE LONGITUDE A DELAWARE LIMITED © 17189280.23 1275011.13 27°49'25.24" -97°3601.62" PARTNERSHIP TX-NU-H-003.00 CALLED 297.80 ACRES EQUISTAR CHEMICALS,LP DOC.NO.2018013202 CALLED 116.84 ACRES \ '\, 0.P.R.N.C.T. I HIOw I I DOC.NO.1996004739 \, 0 F-_> a 0.P.R.N.C.T. iii—n—ii ` j ,—ii—'W Cii-ii—u Q i—,i- C I I I w -- -- W �cio� 0 A.T.W.S. 3 v Zg A.T.W.S. N Q \ °=2 _ \\ ' 13 I Fn coo I--LI_ O z \\ \\\ — C I / ! 00 ——z -LPROPOSED PIPELINE F + w CL\ zZ c 3 ` , I Wm i eASFC NF W--M ---4_1-L 90° - =x ) -w W O ` 3 �- -7--- to 0 a w i i 0 \ C I 1: j a I x TEMPORARY 0 :TEMPORARY „i, WORKSPACE I I I II WORKSPACE__..r1------ __-/s---- G. FARIAS w A.B.& M. SURVEY z w m ? SURVEY A-592 Wz z C) oww A-925 www0=Q=CQ= LL u_Ct~a 0)I Z Zaza 0 w 0 _JC,aj,=eDa0z 0rt,jPwH-w H-w w JO w Cw0CCcc2-, Oa�0�0000 C� 0 w0NwaDW 0 aw4pw4Ow`O LU J w oz DCL0<ma 75 0 0 O N vSO NNN mCO 75 - + + + + + + + ++ ++ - O 0 0 0 0 0 0 00 00 - - ELEV. — 70 — © 66.89 EXISTING 0 70 - GRADE - 65 _ _ 65 — EXISTING — PIPELINE UNDERGROUND — 60 CABLE 60 — EXISTING TYPICAL PROFILE -' — WATER LINE — _ 30"x. 10'MIN. 510",X70, SCALE:HOR.1"=30' 55 PROP.DEPTH SCALE:VER.1"=10' 55 - - PSL 2,FBE �— ---- _.TOP OF PROPOSED PIPELINE 50 50 80'(BORE)-CLASS LOC.1 30"x.650",API 5L ERW,X70,FBE/ARO PIPE DATA PRODUCT TYPE HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP):1440 psig MIN.YIELD STRENGTH:70,000 P.S.I. LOCATION TYPE CLASS 1 LOCATION "PREUMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT." COD:LAMBERSON,R.P.L.S.No.6480 DATE NOTES'. 1,THE PROFESSIONAL SURVEYORS CERTIFICATION IS MADE ONLY TO THE HORIZONTAL.VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY.MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT.IS NON-TRANSFERRABLE MID IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BE A BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID.BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAD83, REALIZATION 2011,EPOCH 2010.001,IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NAV°88).WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPELINE.STATION.OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. VALERO AND LYONDEL HONDO AS SHOWN 2018 (1 OPEN 1503 S.BARNES.PAMPA,TX 79065.TBDT �T MO1 94 FILENUMBER CARD FILENAME DRAWN DATE RANGE 39350 IH-10PWELS ST,BOERNEE,TX7Li106 ORFS-600-2 N/A TX-NU-H-002.10_VIOLET-RD.DWG LD. 10-18-18 TBPLS No.:10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. EPIC CRUDE PIPELINE, LP .SHR. - OF - DWG. NO. 1X-414-002.10_YE1-MA SKI. 1 OF 1 0 30' 15' 0 15' 30' EXHIBIT " "A 1 I I I - 3O ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING MCKINZIE ROAD (F.M. HWY. 3386) NUECES COUNTY, TEXAS TX-NU-011.00 POINT NORTHING EASTING LATITUDE LONGITUDE VALERO TERMINALING& DISTRIBUTION COMPANY, © 17183029.22 1284182.72 27°48'22.6886" -97°34'19.9818" A DELAWARE CORPORATION A.B.& M. TX-NU-H-012.00 CALLED 81.142ACRES BISHOP MULVEY-CATHOLIC DIOCESE DOC.NO.2015043699 SURVEY DOC.NO.2010015615 D.R.N.C.T. A-555 O.P.R.N.C.T. 3 TEMPORARY r TEMPORARY WORKSPACE C I WORKSPACE I 0 0a BORE ENTRY = BORE EXIT STA.0+00.0 o STA 1+80 N:17183029.13 D N:17183029.31 3 E:1284273.05 E:1284093.04 0Z LAT:27°48'22.6942" LAT:O27'48'22.6829" W Z LON:-97°34'20,9804" /"- LON:-97'34'18.9758" 1 <W —�L- --07 n z Z I CO CL BASELINE W __ Y\ �� t _out PROPOSED LU W PIPELINE i a W o O� �_ LJ Ln O O N F4 I =O y CO } tW I '0w� , I I D A.T.W.S. - v W to A.T.W.S. 2 Ow [ 1 83 0° I = I H- W I W Z J Z J co J CC < wD1 WY Q 0 0 SceWY a?� W Q O 0CC < W Z OW?CC �� 0 i i 0 CC~Q2W OL at I–Z LLI axoz O O z co O O 0w=pO2 H W n01Z,J 0 W Y W 0 W❑00ZW W 0] 0000a F- W L0 W 1-0 0>01- :-OOma Co O 0 R 100 coOPT Y crAT 0 + + + + + + + + + + + O O O O O 70 EXISTING 70 -- Q .GRADE O — 65 __-----. — 65 ELEV. 60 _ 63.54 TYPICAL PROFILE _UNDERGROUND _ 60 — SCALE:HOR.1"=30' CABLE — SCALE:VER.1"=10' 10'MIN. 55 _ —PROP.DEPTH _ 55 — j(-30"x.510",X70, 50 PSL 2,FBE TOP OF PROPOSED PIPELINE I —- 50 180'(BORE)-CLASS LOC.1 r 30"x.650",API 5L ERW,X70,FBE/ARO 1 PIPE DATA PRODUCT TYPE HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP)'.1440 psig MIN.YIELD STRENGTH:70,000 P.S.I. LOCATION TYPE CLASS 1 LOCATION 'PRELIMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT." CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES: 1.THE PROFESSIONAL SURVEYOR'S CERTIFICATION IS MADE ONLY TO THE HORIZONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT,THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT,IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BEA BOUNDARY SURVEY. 2, ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID,BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAG63, REALIZATION 2011,EPOCH 2010.00),IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NAND 88),WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPELINE,STATION,OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2018 (\OPEN 1503 S.BARNES,PAMPA.TX79065 TBPLS RENUMBER CADD FILENAME DRAWN DATE vx RAND 39350 IH-10 WEST,BOERNEE.TX 78006RFS �M 2 N/A TX-NU-H-011.10_MCKINZIE-RD.DWG LD. 2-18-19 � TBPLS No.:10194069 � m-{)111/- REV. NO. – DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. EPIC CRUDE PIPELINE, LP ,SHT. - OF - DWG. NO. 111-♦II1-N-011.1 OJMUE-R9A SHT. 1 OF 1 0 30' 15' 0 15' 30' E X I-II B I T t t A 99 I I I - 30' ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING RAND MORGAN ROAD TX-NU-H-015.00 NUECES COUNTY, TEXAS BRAMAN RANCHES LLC POINT NORTHING EASTING LATITUDE LONGITUDE .1° DUNN CALLED 741.479 Qo 17180608.71 1292170.38 27°47'58.1325" -97°32'51.2388" SURVEY DOC#2008044426 A-996 O.P.R.N.C.T. • TX-NU-H-016.00 A.T.W.S. I I I I ANDERSON LAND LTD. M 1 z ' z —° PROPOSED PIPELINE I , y + ¢w -ZZ 1 I L ��-- -- -Xill as X w ES CL BASELINE M 0 w aW (' ( I 0 Z I o O VI I- `+11 W� I I I aw I • W wZ i TEMPORARY c ?Oa WORKSPACE RARY WORKSPACE 0 20 ` I O O I w • I ITC I I Z 0 XOC fY 0C y LL Z CC away a a Z0 a a HQ 0<<0 O 0 -1IY 0 O ag a-w� u_ 2 �U3 2w wOOZU_ x LL O a O w I XZ aCCw0 U O w dZ w0 O 0W waaA H a 0 0< Co. I- as 00Qa1- I- U a4U Li F- ) Qa O CS N CO 10.1 V U)LO U) N 0 + 0 O 0 0 O 0 0 0 0 r1/4?..NN._ EXISTING 50 — \ GRADE Q — 50 v — 45 — ^ — 45 ELEV._/ _ '- TYPICAL PROFILE 44.91' 10'MIN. — 40SCALE:HOR.1"=30' —PROP.DEPTH 40 — SCALE:VER.1"=10' — —�30PSL 2,F, EX — 35 — TOP OF PROPOSED PIPELINE tt —— PSL 2,FBE 35 I80'(BORE)-CLASS LOC.1 I _ 30 — IY 30"x.650",API 5L ERW,X70,FBE/ARO 1 30 PIPE DATA PRODUCT TYPE.HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP):1440 pig MIN.YIELD STRENGTH:70,000 P.S.I. LOCATION TYPE CLASS 1 LOCATION 'PRELIMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENE. CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES: I.TE PROFESSIONAL SURVEYOR'S CERTIFICATION IS MADE ONLY TO THE HORIZONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CENT,THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT,IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BEA BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID,BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAM. REALIZATION 2011.EPOCH 2110.00),IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NATO BB),WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPELINE,STATION,OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2018 co)OPEN 1503 S.BARNES PAMPA,TX 79065 �u[ TBPLS Na.:10193994 E� 7,0/1 RENUMBER CADD FILENAME DRAWN DATE RANGE 393001H-10 WEST.BOERNE,T%78006 ORFS-600-2 N/A TX-NU-H-015.10JWID-UORGAN-RD.DWG LD. 12-13-18 TBPLS No.10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. ' EPIC CRUDE PIPELINE, LP ,SHr. - OF - DWG. NO. ^ 11015.10 / SHR. 1 OF 1 //0\\ 31Y 1 S• 9 30. EXHIBIT "A'' isi_ 30. DITCH CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING A DRAINAGE DITCH NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE © 17180644.81 1294775.03 27°4758.2945" -97°32'22.2335" B.S.& F. SURVEY I A-963 I I '' ^ 1 T JL_ 11N/ B\7` PROPOSED PIPELINE LL — wQ QW 0 M —4N I o°� w, Nm TR �m ' TX-NU-H-016.00 )741 ` ANDERSON LAND LTD. I 000 r+ I Z dre oce W W E W O W ILI rUJ OJ co LL Z LL U)—W ccUl O UJW OCC LU ¢a� wli w 1-¢a o o '' In CD o 0 +0 0 0 0.- © 4 50 EXISTING 50 — GRADE — 45 _45 40 — 40 TYPICAL PROFILE 35SCALE:HOR.1"=30' _ 35 — SCALE:VER.1'=10' ELEV._J}I — 35.29' 10'MIN. 30 PROP.DEPTH 30 30"x.510",X70, TOP OF PROPOSED PIPELINE _ PSL 2,FBE 100'(BORE)-CLASS LOC.1 _I 1.., 30"x.650",API 5L ERW,X70,FBE/ARO PIPE DATA PRODUCT TYPE HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP):1440 psig MIN.YIELD STRENGTH 70.000 P.S.I. LOCATION TYPE CLASS 1 LOCATION 'PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT." CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES: 1.THE PROFESSIONAL SURVEYOR'S CERTIFICATION IS MADE ONLY TO THE HORIZONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY.MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CUENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT.IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BEA BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHORN HEREON ARE GRID.BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE.OF THE NORTH AMERICAN DATUM 1983(NAM, REALIZATION 2011,EPOCH 2010.00).IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1888(NAVD 88).WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPELINE,STATION,OR ACCOUNT NUMBER SCALE CONST.YR PROJECT NO. HONDO PIPELINE AS SHOWN 2018 (�I:WEN 1503 S.BARNES PAMPA,TX 79065 �u( TBPLEST. OER3NE4 ORFS-600-2 FlLENUMBER (ADD FILENAME DRAWN DATE RAl`IGE 3935011+10 WEST BO19399 TX 78000 N/A TX-NU-H-016.01_DRAINAGE-DITCH.DWG LD. 12-17-18 TBPIS No.10194069 REV. NO. — DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. EPIC CRUDE PIPELINELP SHT. - °F - , DWG. NO. S OI&0I 0 SKI. 1 OF 1 O 3D' ,5' 0 I 15 30' EXHIBIT "A" I I cili,. = 30. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING N. CLARKWOOD ROAD NUECES COUNTY, TEXAS B.S.& F. POINT NORTHING EASTING LATITUDE LONGITUDE B.S,& F. SURVEY © 17180646.30 1295964.54 2r47'58.2194" -97°32'08.9885" SURVEY A-963 ,o A-970 I ~❑I A.T.W.S. 18 j 3 w U I — — — — — — —� Hw A.T.W.S./ I fes]_?w1 1- n I PT W N 1 1 /-� W Z M 00 V=-O 1 `M) ¢w Z FO J`{ aLii I PROPOSED PIPELINE � } I °�j I 6 I I TEMPORARY I = I I TEMPORARY WORKSPACE ' I I I WORKSPACE 1 I I TX-NU-H-016.00 TX-NU-017.00 ANDERSON LAND LTD. 0 WILLIAM MICHAEL SHEETS CALLED 42.02 ACRES - a DOC.NO.2004053648 O W w 0 0•W D.R.N.C.T. �Y3 0 QW 0 •Y X2WI = LLO LLO = XZ etW O' U w C..Q wCY Ce Ce M J U o a4nd a> o oZa0 sa E o 0dw w•I D- w LII a_ o O O o N {") V' N On 50 0 0 0 0 0 0 0 0 0 _ 50 EXISTING © GRADE -- 45 45 _ A 40 ELEV.J _ 40 TYPICAL PROFILE 42.39 10'MIN. - - SCALE:HOR.1"=30' —PROP.DEPTH — 35 —- SCALE:VER.1".10' 30"x.510",X70, — 35 — 1 TOP OF PROPOSED PIPELINE PSL 2,FBE — 30 L70'(BORE)-CLASS LOC.1 30 30"x.650",API 5L ERW,X70,FBE/ARO PIPE DATA PRODUCT TYPE:HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP):1440 pM9 MIN.YIELD STRENGTH:70,000 P.S.I. LOCATION TYPE:CLASS 1 LOCATION "PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR REUED UPON AS A FINAL SURVEY DOCUMENT... CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES: 1.THE PROFESSIONAL SURVEYOR'S CERTIFICATION IS MADE ONLY TO THE HORIZONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CUENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTRIES SHOWN ON THE FACE OF THIS EXHIBIT.IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BE A BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID,BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAD83. REALIZATION 2011,EPOCH 2010.001,IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1888(NAND 88).WRH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPELINE.STATION,OR ACCOUNT NUMBER SCALE CONST.YRn PROJECT NO. HONDO PIPELINE AS SHOWN 20180 OPEN 15035.BARNES PAMPA,TX 79065 TBPLS ST,:OERNE. 00-600-2 FlLENUMBER MD FILENAME DRAWN DATE RANEE 393501H-10N,E No.B 019399 TX 78006 N/A TX-NU-H-016.10_N-CLARKWO0D-RD.DWG ,LD. 2-19-19 TBPLS No.:10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. EPIC CRUDE PIPELINELP SHT. - OF - , DWG. N0. S016.1O �0 SHT. 1 OF 1 0 30' 15' 0 15 30 EXHIBIT <<A„ I I I I• I = 30. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING MANNING ROAD NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE 17180822.26 1300126.69 27°47'59.6447" -97°31'22.6287" TX-NU-H-018.00 DOROTHY PAVELKA TRUST TX-NU-H-019.00 CALLED 162.3 ACRES Z MATTHEW DONALD DANYSH DOC.2013036094 'v 00 F--.0 DOC.NO.2013036117 O.P.R.N.C.T. O.P,R.N,C.T. 4H w0 II Y a I x A.T.W.S. 1 I 3 H3 I 0 A.T.W.S. Iinw LOzo Z oTLL 0 w1 I I Zoe a._ in ~I o PROPOSED PIPELINE z 2 z -1 -a M I -_�° I� CL BASELINE -��_ cr, 0 a. aw o Lc) I I 1 i TEMPORARY I I I I 1 1 WORKSPACE I ,0 TEMPORARY ` I o WORKSPACE II 1 1 G.C.& S.F. RR. CO. w wZ 0 cc SURVEY W?ILU O o 0 0W?X A-985 F— o o a¢r2 mO' a CC 0 CY 0gi XQZO 0 Z O 2 1,,,xoZ Z� CCDLJUHW LU Z W I— ��jW cL -x- 00 M 0 o �aOD- QmdW� LU LYI LU LYI >0¢m°- 0 0 N 1N+1 V 10 ,0iG 0 + + + + + 00 O M O 45 EXISTING 45 GRADE _ 40 _ 40 - ELEV.J - - 40.41 — TYPICAL PROFILE • 35 - EXISTING SCALE:HOR.1"=30' - 35 - PIPELINE SCALE:VER.1"=10' - 10'MIN. - 30 PROP.DEPTH 30 - 30"S 2,F X70, ____ TOP OF PROPOSED PIPELINE PSL 2, BE _ 25 25 60'(BORE)-CLASS LOC.1 30"x.650",API 5L ERW,X70,FBE/ARO PIPE DATA PRODUCT TYPE:HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP):1440 psig MIN.YIELD STRENGTH 70,000 P.S.I. LOCATION TYPE:CLASS 1 LOCATION "PREUMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT." CODI LAMBERSON,R.P.L.S.Na.6480 DATE NOTES: 1,THE PROFESSIONAL SURVEYORS CERTIFICATION IS MADE ONLY TO THE HORIZONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT,IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BE A BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID,BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAO83, REALIZATION 2011.EPOCH 2010,001,IN U.S.SURVEY FEET,ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NAND BB).WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPELINE,STARCH,OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2018 n DPEN 1503 S.BARNES,PAMPA,TX 79065, TBFILENUMBER CADD FILENAME DRAWN DATE �D[HANCME 39350IH-10PLS WEST,BOERRNE,TV 78006 ORFS-600-2 N/A TX-NU-H-018.10_11ANNING-RD.DWG ,LD. 11-6-18 TBPLS Na.:10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. EPIC CRUDE PIPELINE, LP SHT. - OF - DWG. NO. /� 1X- -018.1O RD j \ SRL1 OF 1 ,\ 3D' S' 1 0 I 15' 3D' EXHIBIT RRA" = 3D ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING BRONCO ROAD TX-NU-019.00 NUECES COUNTY, TEXAS MATTHEW DONALD DANYSH TX-NU-020.00 DOC.NO.2013036117 BRAMAN RANCHES LLC 0.P.R.N.0POINT NORTHING EASTING LATITUDE LONGITUDE CALLED 489.34 ACRES © 17180914.38 1302763.76 27°48'00.3538" -97°30'53.2573" DOC.NO.1998054747 J. DUNN D.R.N.C.T. SURVEY A-996 m Qa 12) a ��w°0 I Y ii A.T.W.S. 3 W v O A.T.W.S. oZco M 0� z O = M .- PROPOSED PIPELINE L~ 1 T 1 Io W i_---- zz CL BASELINE H�—_ -1- _ ix W 0 1n M d W I I I D_ M I TEMPORARY 8 ID I I TEMPORARY WORKSPACE I WORKSPACE I I LU J CID a CC —ZY0 a 5 LILY 1--?an a0 x a 0 1-?¢ a> p=w 2 0 Q: 0 a>2 XX0Z0w O= 0 0 0 I < X00Z O=Z Ww00H IL (x UI FU- CC D=DW apo_Z-•00 0 m 0 -p > 0_ - a°'a=c•IF La1 w 081 w Lv' O x0]0- 0 0a � m 0 04- COCv + + + + + + + + + + 0 0 00 0 0 0 0 0 0 45 EXISTING © 45 M GRADE — 40 40 UNDERGROUND ELEV. — — 38.94' 35 CABLE TYPICAL PROFILE _ 35 — 10'MIN. SCALE:HOR.1"=30' - - PROP.DEPTH SCALE:VER.1"=10' —_ 30 — 30"x.510",X70,A - — 30 PSL 2,FBE TOP OF PROPOSED PIPELINE — 25 _ 60'(BORE)-CLASS LOC.1 —. 25 30"x.650",API 5L ERW,X70,FBE/ARO PIPE DATA PRODUCT TYPE:HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP):1440 psig MIN,YIELD STRENGTH:70,000 P.S.I. LOCATION TYPE:CLASS 1 LOCATION 'PRELIMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT.' CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES'. I.THE PROFESSIONAL SURVEYOR'S CERTIFICATION IS MADE ONLY TO THE HORIZONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT.IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BEA BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID,BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAD83. REALIZATION 2011,EPOCH 2010.00).IN 11.5.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NAND 88),WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPELINE,STATION,OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2018 (p1 OPEN 1503 S.BARNES PAMPA.TX 79065 �wu[[ TBPLS ST.: 019399 E/ ops-600-2 FlLENUMBER GGADOFlLENUIE DRAWN DATE RANGE 393501/410 WEST.B OERNTX 78006 N/A TX-NU-H-019.10_BRONCO-RD.DWG LD. 11-6-18 TBPLS No.,10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. EPIC CRUDE PIPELINE, LP SHT. - OF - DWG. N0. 1X-NIU-H-019.ID MA SHf. 1 OF 1 0 15 '? 30' EXHIBIT "A" 1" = 30' ROAD CROSSING / PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING CORN PRODUCTS ROAD NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE 17180048.67 1312037.85 27°47'51.0546" -97°29'10.0695" '' -•' Q/ I` rya0�� 1` / TX-NU-H-025.00 / ' 4GS / /' TEMPORARY C&F WEIL TRUST,ET AL ' ,` �Q5 p WORKSP'CE o 0, StI c, N. ',2 0 ,c5zz/ / ,,,o,z2-4,-, 1----/, 1 z w F- @,9 Nz —t— A; PROPOSED PIPELINE It w \SF!i wZ `` \ WwwD w Zcf, o� \%' w N. \ b w0 a w Q/I 7 b �� / /`7‘6e/ / / + \ / / w TX -027.00 La ` / CUERVO\ CHTEMPORARY /// �Q DOC#201203.3 , WORKSPACE / / / / / / �`o \� /.Q/� / / ./ ,a` N 0 E. VILLAREAL w 0w SURVEY z z J n J A_f . Jj Z Z 3 Y XQaaOa < a Q a_ aY___0(2,02 aaoQ 0220a-, a a FL_ a 0(02 w i-u cn )x w z LL U'x cox W<a w w a?L�xzax 0 a o za xza1L.a? UaaWCG0.0 CO 0U 0WO F—WOO Wa Va —O>x- 0 0 0 x- 0x- >00- OaHOw`✓U.' w LY' w w°'ulwT-Or-oa O 0ON 0 O 10 03 NV 1000 O O.-- N 53 10 4O N- 0)01) CO 001 + + + + + + + + + + + +++ • 50 0 000 0 0 O O O CO 000 50 _ EXISTING 45.05 GRADE ELEV. 45.05' — 45 45 — 40 — EXISTING--a0 EXISTING 40 _ PIPELINE PIPELINE �J - - EXISTING — • PIPELINE 35 _ _TYPICAL PROFILE 35 _ SCALE:HOR.1"=30' 10 _ SCALE:VER.1"=10' 'MIN. __ 30 PROP.DEPTH 30"x.510",X70, 30 PSL 2,FBE — _ ___ TOP OF PROPOSED PIPELINE 25 25 90'(BORE)-CLASS LOC.1 30"x.650",API 5L ERW,X70,FBE/ARO PIPE DATA PRODUCT TYPE:HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP):1440 psig MIN.YIELD STRENGTH:70,000 P.S.I. LOCATION TYPE CLASS 1 LOCATION 'PREUMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT." CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES'. 1.THE PROFESSIONAL SURVEYORS CERTIFICATION IS MADE ONLY TO THE HORQONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT,IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BE A BOUNDARY SURVEY. 2. ALL BEARINGS.DISTANCES AND COORDINATES SHOWN HEREON ARE GRID.BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAD83. REALIZATION 2011,EPOCH 2010.00).IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NAND 88),WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PFEUNE,STATION,OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2018 I OPEN 15035.BARNES PAMPA.TX 7906.5 TB-ID VX No.:10193994 013RNO�-� Ed n RENUMBER GIDD FILENAME DRAWN DATE RANGE 393501HWEST,BOERNE.9.TX 78006 L N/A TX-NU-H-025.10_CORN-PRODUCTS-RD.DWG LD. 2-19-19 TBPLS No.:10194069 REV. NO. — DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. EPIC CRUDE PIPELINELP SHI. - OF - , DWG. NO. 1T°143.10_ 1 SRL 1 OFF 0 1 40' 20' 0 20' 40' EXHIBIT ``A" I I I - 40. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING LEOPARD STREET NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE 17180536.79 1313732.76 27°47'55.7526" -97°28'51.1535" TX-NU-FI-027.00 ' TX-NU-H-028.00 CUERVO RANCH HOLDINGS,LTD +I O o COHEN FAMILY DOC#2012033879 10 p O: DOC#944848 Lo p u) O.P.R.N.C.T. 1 I I+ wI I I I ,N I 0or3` U I 3 Io w F-0 In I 12w I o3 3 \ ii I m X01I L N I Z 00. ° I{ PROPOSED PIPELINE s Li I I I I 3c0 I I 1 I I I I I & I I I I o � I I= I I I I I/oH� W c¢ IN I I I IONP o 3 Q W klia.to,i_i_li_,,_,] LI x,„w — „I ,I „ „— P---1----- I i I I i �- //—, 0 = I I I I I I I LLI W Z a a a J E. VILLAREAL Lu -1 -fxx0 O w LLIO aw -WW SURVEY i,UJ< ? zea o a a o a cra4Q3� A-1 io>N> g O O m m g- O Oa �o� o C_o 0p a30 ZOZOwZwC7 SCJIi I LL Q Ei: LL i_ LL �W wZC70 '-O~ODJLUwOwOOw 0 Ow 0 w0 cr 0 w0 OwecZyjI-o TYPICAL PROFILE X•„X;,,Vaj 30' 15' 0 15 30' EXHIBIT E`A" I I I I liiiinTTSPTM ," = 30' ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING HORIZON DRIVE E. VILLAREAL NUECES COUNTY, TEXAS SURVEY POINT NORTHING EASTING LATITUDE LONGITUDE A- Ji p © 17181690.04 1314394.17 27°48'07.1186" -97°28'43.6850" I F.a " /7` I I -Wp/ // // // // //- \ ix WU z z m ZW n U1 W m K / X H W-O-O • j 3 Z O II LAX111-1'1-)--- ---'- PROPOSED PIPELINE L- z I I z z , 1 w I-- — w_ _ _ '--------_L__ t ; I ! Qw — CL BASELINE b— a¢ I� ^© I r 91 i M I I —w W- - - WN _ W IjM CO ii I CR I M - -0___0___ 1 1 I fii I X I I X �i `( X `l — X= X_ X= X=X�� X _ I >n I I • I I c 3 I 16 I I TX-NU-H-032.00 TX-NU-H-031.00 VICTOR OTERO,ET UX i 0 3 o Err-: Lu IJ SAUNDRA KAY WILLIAMS LOT 22 BLOCK 2 •w D_ 0 0 m >03 Z 03 03 •w LOT 133 BLOCK I MOBILE ESTATES IX 0 cere Ere E CCQ E CCC_CtY WCYct,200 > w w»w 0ODD_ C0 MOBILE ESTATES wLi<203>F-U--Y01-D'w OF- UHH-w XZQU IX'XI-L L11>C(XOLLDIYXZ 07JaactOzz bz OIX O2QZNOllaa o_-0.-00. 40. W 0;-4000_- <CLO-UUiD'-'U Ou1UXN"000a 0 N co 00 .-•771001- 1000 O O 000 NNPS 7710 + + ++ + + +° ++ +° ++ + 0 0 000 007-000 000 © ELEV. 0 GRADE EXISTING 45 45 - 42.03' — - 40 BURIED —� 21"STORM 40 TELEPHONE DRAIN _ LINE - 6"WATER 35 — LINEsyry-8"SEWER - 35 LINE 30 _ TYPICAL PROFILE - 30 - SCALE:HOR.1"=30' - SCALE:VER.1"=10' 10'MIN. — — -PROP.DEPTH - 2525 — 30"x.510",X70, - — TOP OF PROPOSED PIPELINE I -- _PSL 2,FBE 20 p50'(BORE)-CLASS LOC.1I20 30"x.650",API 5L ERW, 1 X70,FBE/ARO PIPE DATA PRODUCT TYPE HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP),1440 psig MIN.YIELD STRENGTH.70,000 P.S.I. LOCATION TYPE CLASS 1 LOCATION -PREULIINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT." CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES: 1.THE PROFESSIONAL SURVEYORS CERTIFICATION IS MADE ONLY TO THE HORBONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A MELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT,IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BEA BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID,BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAG83, REALIZATION 2011,EPOCH 2010.00),IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 19811(NAVD 88),WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS, RPEIJNE,STATION,OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2018 n OPEN 1503 S.BARNES PAMPA.TX 79065 vXTBPLS ST.:10193994 RENUMBER CADD RENAME DRAWN DATE RANGE 393501HPLS No,BOERNE,T%78006 oRFs-600-2 N/A TX-NU-H-031.10-HORIZON-DR.DWG LD. 2-20-19 TBPLS No.:10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. 1 IiEVISEDJUL1D_ROUTECHANCE TDD 2-28-19 JW - EPIC CRUDE PIPELINELP SHL - OF - — , DWG. NO. SHT. 1 OF 1 30' 151' 0 15' 30' EXHIBIT ttA79 1 I I I 1- = 30' ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING HORIZON DRIVE E. VILLAREAL NUECES COUNTY, TEXAS SURVEY POINT NORTHING EASTING LATITUDE LONGITUDE A- Iz © 17181690.03 1314395.89 27°48'07.1185" -97°28'43.6659" +I 0 —W W W W W W W W W-0-C-H01 W I W—W._W-_w .. J W3- K - _ _ „� X 0 4 3 M z W I A 1Nm w 00 2LL I -L. I -Z-1— il _ x_J PROPOSED PIPELINE 0 60 i 1 I 91Pp� M L I / v -� X X Y '1 X X 3 Y D X Y X X AlI 0 aw F- En W 31 18 aw I O TX-NU-H-032.00 ” - TX-NU-H-031.00 VICTOR OTERO,ET UX i U 3 cicci= w 0o SAUNDRA KAY WILLIAMS LOT 22 BLOCK 2 •w Cl. CO CO CO >03 z 0303 w LOT 133 BLOCK 1 MOBILE ESTATES CtY0 Drx EceEUJ an/»w LUC'ceEDw 0 D c: Lu»w/ MOBILE ESTATES H-<,,J,UUz5 0.7 -¢ -wmOF-ILc0 Hw-xw NH ct�HHw-�w XzoU CECCwu Lu>XIOL_CLCExz aaW0ZZ 0Z,�Iz��zzaa D_-D5-00_ 40_ LL 0;-.4:00o_- Qdm"UUiD-U cDOL�U "UU<m O N ION .-CV 100.- M)0)0 O O 000 NO N P')Y 61-.1 M) + + ++ + + +0 ++ + ++ + O O 000 00...—o00 000 45 0 ELEV. 0 EXISTINGGRADE 45 - 42.03' - 40 BURIED -- 21"STORM 40 TELEPHONE DRAIN - LINE0. - 6"WATER 35 - LINE 8"SEWER - 35 - LINE -_ 30 _ TYPICAL PROFILE • _ 30 - SCALE:HOR.1"=30' - - SCALE:VER.1"=10' 10'MIN. - - PROP.DEPTH - 25 25 - 30"x.510",X70, - - TOP OF PROPOSED PIPELINE __ _PSL 2,FBE 20 20 50'(BORE)-CLASS LOC.1 30"x.650",API 5L ERW, X70,FBE/ARO PIPE DATA PRODUCT TYPE HAZARDOUS LIQUIDS DESIGN PRESSURE(MOPI:1440 psig MIN.YIELD STRENGTH:70.000 P.S.I. LOCATION TYPE:CLASS 1 LOCATION 'PRELIMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT.' CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES'. 1.THE PROFESSIONAL SURVEYOR'S CERTIFICATION IS MADE ONLY TO THE HORIZONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING.AS DETERMINED DURING A FIELD SURVEY.MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT.IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BEA BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID.BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983 INA083. REALIZATION 2011,EPOCH 2010.001,IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NAVD 88).WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPELINE,STATION,OR ACCOUNT'NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2018 ITh DPEN 15035.BARNES PAMPA.TX 79065 EL—O�ry —2 ��uu[[ -ID193ERN DLEST.:1 981 W FlLENUMBER CARD FILENAME DRAWN DATE RAN[ 393501F410WEST,BTX 78006 ORFS N/A TX-NU-H-031.10-HORIZON-DR.DWG LD. 2-20-19 TBPLS No.:10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. EPIC CRUDE PIPELINELP SHL - OF - — , DWG. NO. 14-ll-O31.1O SHT. 1 OF 1 0 30' 15' 0 30 ' EXHIBIT "A" 1' = 30' iii ROAD CROSSING — . PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING SKYLINE DRIVE NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE ZZ © 17181980.33 1314392.82 27°48'09.9931" -97°28'43.6739" —// 77 /7 77 I gl a-5;-WOr-// // // i/_ K O TX-NU-H-033.00 E. VILLAREAL x w =,,, CLEOPATRA VEITH SURVEY I " I-} LOT 1 BLOCK 2 z w MOBILE ESTATES A-1 + X 11 :°3_1T1-6 x Zo 4— X— I K \ PROPOSED PIPELINE a w M x s I 1- �2 vl — — —L.,1___ — - a� g Z W 4 PT I 63 N 90 I I a Q r w t K I I in V X U, TX-NU-H-034.00 I N I� r CITY OF CORPUS CHRISTI K X X X X X X MOBILE ESTATES x I VI CP K u, I o X LL J - rycKLULU0 •wZ 00 >m�>�LUo �w W¢cew0zwo0 0Zzjixw¢ <2 >W J>Oww�O00�0<2 x0?OOrUyccFvOO5OO1 LLWI- LLXZ aa�0z�OU0ZxzCW7LOOas D--v�O_ o Ow-00Z�D- QaNMO83.-& .JfOJww-'•-Qa O V 10 N.-V' N-.- PG O 0 0 C'S 1h el V V O 0 00 O 000 0 © 0 EXISTING 45 ELEV. GRADE 45 — 42.11' — 40 —UNDERGROUND 40 — CABLE — _ 24"STORM----"--(D Oma`6"WATER — — DRAIN LINE — 3535 �—8"SEWER _ _ TYPICAL PROFILE LINE — 30 _ SCALE:HOR.1"=30' 30 _ SCALE:VER.1"=10' _ 10'MIN. - - —PROP.DEPTH — 2530"x.510 X70, 25 TOP OF PROPOSED PIPELINE 1 r /—PSL 2,FBE I49'(BORE)- l CLASS LOC.1 30"x.650",API 5L ERW, X70,FBE/ARO PIPE DATA PRODUCT TYPE:HAZARDOUS LIQUIDS DESIGN PRESSURE(MOPJ:1440 psig MIN.YIELD STRENGTH:70,000 P.S.I. LOCATION TYPE CLASS 1 LOCATION 'PRELIMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT.' CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES: 1.THE PROFESSIONAL SURVEYOR'S CERTIFICATION IS MADE ONLY TO THE HORIZONTAL,VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT.IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BEA BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID.BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAG83, REALIZATION 2011.EPOCH 2010.00),IN U.S.SURVEY FEET,ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NAND 88),WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. RPEUNE,STATION,OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2018 ��EN 15035.BARNES PAMPA,TX 79065 �u[ TBPLS So.:OERNE4 offs-600-2 RENUMBER CARD FILENAME DRAWN DATE RANGE393501HT PLS No.80193 9 T%78006 UNI/ N/A TX-NU-H-031.10-HORIZON-DR.DWG U. 2-20-19 TBPLS No.:10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. 1 REVISED_DUE_TO_R0UTE-CHANCE TOD 2-28-19 JW EPIC CRUDE PIPELINELP SHT. - OF - , DWG. NO. SHT. 1 OF 1 30' 15' 0 15' 30' EXHIBIT "A" I cnnnnsanTn I" = 30' ROAD CROSSING © - PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING SKYLINE DRIVE NUECES COUNTY, TEXAS 1 POINT NORTHING EASTING LATITUDE LONGITUDE z © 17181980.15 1314377.68 27°48'09.9925" -97°28'43.8425" HI O I I-N{m-F-o—W--+- W W W W W W w W W. x 51 I 20 & TX-NU-H-033.00 E. VILLAREAL x W it N I CLEOPATRA VEITH SURVEY a H Z ` X _ _ LOT 1 BLOCK 2 x a z z MOBILE ESTATES A-1 x 2 I CT) Li3 O z M x ~ 3 zz x3 X LU PROPOSED PIPELINE w LU x W n I I / M a x N co N 90' C t x r X Y ( Y Y Y x 3 S TX-NU-H-034.00 x CITY OF CORPUS CHRISTI I x ,R MOBILE ESTATES x I x I I Ili J 0:X W W Q Ce .WZ CO I- W00¢�,„pU �W ZOLWX HQWpCOWUZ8OU�O008WF-Q w�01L JOZILOb UU0ORw X Z U W LLJ>W Z LU X J W0_ U bU U OU-W OJ 1W UUJOUc~n�0ULU -I ,,. z,,cnzxz(DOz;Oaa D--SFO_ o Ow-00 D-- <MNMUm,-Ll'U1oJW W '-<M 0 0 0 .-M000 ma v 0 0 aa D o o aa 0 © O EXISTING 45 ELEV. GRADE 45 — 42.11' — 40 ~UNDERGROUND 40 — CABLE — 24”STORM-----"--° G""."---6"WATER - - DRAIN LINE — 3535 - 8"SEWER — TYPICAL PROFILE �— LINE — 30 _ SCALE:HOR.1"=30' 30 SCALE:VER.1"=1O' _ _ 10'MIN. - -PROP.DEPTH — 25 "--•30"x.510",X70, 25 TOP OF PROPOSED PIPELINE 1 —PSL 2,FBE 49'(BORE)- ,i .L_ CLASS LOC.1 30"x.650",API 5L ERW, X70,FBE/ARO PIPE DATA PRODUCT TYPE:HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP):1440 psig MIN.YIELD STRENGTH:70,000 P.S.I. LOCATION TYPE'.CLASS 1 LOCATION -PREUMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT.' CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES: 1.THE PROFESSIONAL SURVEYOR'S CERTIFICATION IS MADE ONLY TO THE HORIZONTAL.VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING.AS DETERMINED DURING A FIELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT,IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BEA BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID,BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NA083. REALIZATION 2011,EPOCH 2010.00).IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NAND 88),1MTH GEOID 20120 APPLIED TO UPS OBSERVATIONS. PIPELINE,STATION,OR ACCOUNT NUMBER SCALE CORST.YR. /'�� PROJECT NO. HONDO PIPEUNE AS SHOWN 2018 (lip) OPEN 1503 S.BARNES PAMPA,TX 79065 ul TBPLS ST,OERNE4 ORF.-DM-11 FlLENUMBER CARD FILENAME DRAWN DATE RANI3LA' 393501HNO,1019399 T%78006 RfJ VLN L N/A TX-NU-H-031.10-HORIZON-DR.DWG LD. 2-20-19 TBPLS No.:10154069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. — EPIC CRUDE PIPELINE, LP SHr. - OF - DWG. NO. 11-111-11431.1a 0110N-ORA SHT. 1 OF 1 0 20' 10' 0 10' 20' EXHIBIT ``A" I I I lin 20' ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING LANTANA ROAD NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDE © 17185720.21 1317167.69 27°48'46.8004" -97°28'12.4356" TX-NU-H-039.00 , TX-NU-H-040.00 DIOCESE DAVID WALSH et al _ +( 0 OF CORPUS CHRISTI LOT 1, DOC#2015024028 / j /M1 p / LANTANA ACRES VOL 21, — O.P.R.N.C.T. /%- Q PG 95,M.R .N.C.T. VOL 388, CL W W CC' PG 551 D.R.N.C.T. - Cr 2i-7,-7i-72-u-ii-2,-22, .2 n ;.• 1,t 2-22 77 a-2i-2r n-r2-n-ii• 02� v. �i 2& F- LLI I- y.s....7.1A.,.i / Y PROPOSED PIPELINE (rw c2 1/ P W / ' / / / 0 ��i / / 8/N • UJ E. VILLAREAL Z Z4.? - SURVEY 7. N I A-1 'W�U1 X4 ❑ 6f YZ W-,W Q �Y p p O ❑ 00❑2pj0. `r' Z QM UJLLUUWOrOCI) (.7 11 Q u �W EI ZULL. Z 0 L0 XZ ❑L,CWHWO 17 Lu Z X UdcnOw. (/) 0 MI U LE 11.1 as opw1- w w0- w ..J.1 ¢a . LO MO co O O N V O O O O O O O O 30 — ELEV. EXISTING M — 0 26.03' GRADE 30 25 _ • \ --- _ 25 \ TYPICAL PROFILE 20 10'MIN. il SCALE:HOR.1'=20' 20 PROP.DEPTH p SCALE:VER.1"=10' 30"x.510",X70, 15 ___ TOP OF PROPOSED PIPELINE ___ PSL 2,FBE 15 44'(BORE)-CLASS LOC.1 WAITING ON DEPTH 30"x.650",API 5L ERW,X70,FBE/ARO OF SEWER LINE TO DETERMINE DEPTH OF BOREPIPE DATA PRODUCT TYPE:HAZARDOUS LIQUIDS DESIGN PRESSURE(MOP):1440 psig MIN.YIELD STRENGTH:70,000 P.S.I. LOCATION TYPE'.CLASS 1 LOCATION "PRELIMINARY,THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FlNAL SURVEY DOCUMENT.' CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES: 1.THE PROFESSIONAL SURVEYORS CERTIFICATION IS MADE ONLY TO THE HORIZONTAL.VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A MELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CLIENT.THIS CERTIFICATION IS LIMITED TO THOSE PERSONS OR ENTITIES SHOWN ON THE FACE OF THIS EXHIBIT.IS NON-TRANSFERRABLE MID IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BE A BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID.BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAM. REALIZATION 2011,EPOCH 2010.00),IN U.S.SURVEY FEET,ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1988(NAVD 88),WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPEIJNE,STATION.OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2015 n OPEN 1503 S.BARNES PAMPA,TX 79065 VX TBPLS ST.:10193994 ERNE. ORE-600-2 CAM FILENAME CAM DRAWN DATE RANGE 393501/410 WEST,BOTX 78006L N/A TX-NU-H-039.10_LANTANA_RD.DWG T.D.D. 3-5-19 TBPLSNo.:10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG. NO. EPIC CRUDE PIPELINELP SHT. - OF – , DWG. N0. /� 1X-MU H-O�.IO111IN�i SRT. 1 OF 1 0 20' 10' 0 ,D' 20' EXHIBIT "A" 1 I 1 I - 20. ROAD CROSSING PLAN AND PROFILE OF A PROPOSED PIPELINE CROSSING UP RIVER ROAD NUECES COUNTY, TEXAS POINT NORTHING EASTING LATITUDE LONGITUDEle1.-Ve./ E. VILLAREAL © 17185795.03 1317385.23 27°48'47.5236" -97°28'10.0063" SURVEY A-f \ --_. \ \-/- \ \ \ Jo ZL \Uf \ \ o \+ 0 \ NN \ u \Zg •\ \ < i.2 \ \ o x Z a " \ \ 2 p \ v1 \ O - z z PROPOSED PIPELINE o 3 r \ zzsssss/////JJ ___2 2 _- w• \� N \ aW © ° o Z \ \ \106° \ \ \ S 74. \ n1 o \ \\ \ \ \ o\0\ x \ \ \ S. \ \\ \ o\ \\ �\L \ Lo TX-NU-H-040.00W TX-NU-H-041.00 W DIOCESE OF CORPUS CHRISTI > HRF PORT TERMINAL LLC LOT 1,LANTANA ACRES 0U J CALLED 14.06 ACRES VOL 21,PG 95,M.R.N.C.T. 0 'v 0 TRACT 1 VOL 388,PG 551 W U 0 W W DOC.NO.2014018939 D.R.N.C.T. Z - W W v Z Z O.P.R.N.C.T. J Z Z J J d' W - p - W X co Y��L11 z _TiZ o cc So J0 0'tu O <O < O Q O LU 0 ci et o a a a 0W o U re W U p a W 0 Iiw wXI U ct. (n (. 0) D U ~ 0 U OW w ww 0 Uw W 0-O w LYI LI, O 0 0 o CO r m co v CV o - IN 0o O) 0 0 0N M v LO V) CO CO N O) + + + + + + + + + + + + + o o 0 0 0 0 0 0 0 0 0 0 0 30 30 _ ELEV. EXISTING 23.95' GRADE © 25 -- 25 • 2020 • 0 — 15 TYPICAL PROFILE 15 10'MIN. SCALE:HOR.1"=20' PROP.DEPTH SCALE:VER.1"=10' 30"x.510",X70, ___ OP OF PROPOSED PIPELINE PSL 2,FBE 91'(BORE)-CLASS LOC.1 30"x.650",API 5L ERW,X70,FBE/ARO WAITING ON DEPTH PIPE DATA PRODUCT TYPE HAZARDOUS LIQUIDS OF SEWER LINE TO DESIGN PRESSURE(MOP)1440 psig DETERMINE DEPTH LOCATION TYPN.YIELD E'CLASS II 70,LOCATION OF BORE 'PREUMINARY,NIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR REUED UPON AS A FINAL SURVEY DOCUMENT.' CODI LAMBERSON,R.P.L.S.No.6480 DATE NOTES: 1.THE PROFESSIONAL SURVEYOR'S CERTIFICATION IS MADE ONLY TO THE HORIZONTAL.VERTICAL AND GLOBAL POSITION OF THIS PIPELINE CROSSING,AS DETERMINED DURING A FIELD SURVEY,MADE ON THE GROUND UNDER MY SUPERVISION AND USING DOCUMENTATION PROVIDED BY THE CUENT.THIS CERTIFICATION IS LIMBED TO THOSE PERSONS OR ENTRIES SHOWN ON THE FACE OF THIS EXHIBIT.IS NON-TRANSFERRABLE AND IS MADE FOR THIS PURPOSE ONLY.THIS DOCUMENT IS NOT INTEND TO BEA BOUNDARY SURVEY. 2. ALL BEARINGS,DISTANCES AND COORDINATES SHOWN HEREON ARE GRID.BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM,SOUTH ZONE,OF THE NORTH AMERICAN DATUM 1983(NAM. REALIZATION 2011,EPOCH 2010.001,IN U.S.SURVEY FEET.ELEVATION INFORMATION SHOWN HEREON IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM 1998(NAND SD WITH GEOID 2012A APPLIED TO GPS OBSERVATIONS. PIPELINE,SEASON.OR ACCOUNT NUMBER SCALE CONST.YR. PROJECT NO. HONDO PIPELINE AS SHOWN 2018 (,OPEN 15035.BARNES PAMPA,TX 79065 cul TBPLSNo.:10193� FILENUMBER CARO FILENAME DRAWN MATE RANG: 393501H-10 WEST,BOERNE,TX 78006 ORFS-600-2 N/A TX-N U-H-040.1 O_U PRIVER_RD.DWG T.D.D. 3-5-19 TBPLS No.10194069 REV. NO. - DESCRIPTION BY DATE APP. PREVIOUS DWG, NO. EPIC CRUDE PIPELINELP ,HT. - OF - , DWG. NO. 11-111-11 .10_IIDA SHT. 1 OF 1 0 ,1 ! 1 ,A 1444 po IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIiIII oil* : City of Corpus Christi Development Services • Attn: Monica Cervantes 2406 Leopard Street Vie, /DO Corpus Christi, TX 78408 Doc 2019015984 Y Pages 34 0)4/25/2019 2:53F'M Official Records of NUECES COUNTY KARA SANDS COUNTY CLERK Fees $143.00 Any provision herein which restricts the Saler 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 County/ Texas KARA SANDS FxJ1'_F,�y� r ,