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HomeMy WebLinkAboutRES 22-292RESOLUTION NO. 22-292 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 50' wide Pipeline Easement and a 20' wide Temporary Easement with Mobil Pipe Line Company, which will transport liquid hydrocarbons. Mobil Pipe Line Company has agreed to pay $1,500.00 per rod to the City of Beaumont to grant the 50' wide Pipeline Easement. The Agreement is substantially in the form attached hereto in Exhibits "A" and "B," for the installation of a 50' wide Pipeline Easement being described as 381.57 rods and the 20' wide Temporary Easement being situated in the S. Stivers League, Abstract No. 51, City of Beaumont, Jefferson County, Texas. The Agreement is substantially in the form attached hereto as Exhibits "A" and "B," and made a part hereof for all purposes; and, BE IT FURTHER RESOLVED THAT Mobil Pipe Line Company will pay The City of Beaumont $36,901.00 for the Temporary Easement and $572,355.00 for the Pipeline Easement for a total of $609.256.00 for all easements. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE�:J��LCOUNCIL of the City of Beaumont this the 1st day of November, 2022 T. Y *' ax ..a"� t • - Mayor Robin Mouton - MOBIL PIPE LINE PROJECT CALCULATION WORSSHEET Date 7/20/2022 Tract Number. BCP-JE-045.200 & BCP-JE-047.000 Landowner Name: City of Beaumont Permanent Easement & Temporary Workspace ROW 3.32 (acres) X $137,916.87 = $457,884.00 TWS 8.02 (acres) X $14,273.19 = $114,471.00 TOTAL ROW COMPENSATION1 $572,355.00 381.57 (rods)X . $1,500:00 = $572,355.00 TOTAL ROD COMPENSATION COMPARISON $572,355.00 Crop Damages: (Unit = tons, bushels, etc) Crop Type: Unit/Ac X $/Unit 1st Year 100% = $0.00 ACRES 2nd Year 60% = $0.00 3rd Year 30% _ $0.00 Total Crop Damages to be paid before construction $9.00 Other Damages to be Calculated: Describe: Temporary Access Road #1(3686.3 ft) Temporary Access Road 43 (3.8 ft) Calculate: - 3686.30 it $10.0& pei foot = $36,863.00 Calculate: _ 3 $0-_. $liQ 00 $3,8 Q0 Total Other Damages Total Damages to be paid before construction $36,901.00 9 Total Compensation $609,256 00 AGENT: DATE: LANDOWNER: DATE: EXHIBIT "A" PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BCP-JE-045.200; BCP-JE-047.000 COUNTY: Jefferson County, Texas STATE OF TEXAS § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF JEFFERSON § PIPELINE EASEMENT For and in consideration of Ten Dollars and other .good and valuable considerations in hand paid, the receipt. of which is hereby acknowledged, the CITY OF BEAUMONT, hereinafter called Grantor, hereby grants and conveys unto MOBIL PIPE LINE COMPANY, a Delaware limited liability company with its mailing address at 22777 Springwoods Village Parkway; Spring, Texas 77389 and mailing address for all correspondence'to,' Attn:: Claim Department, its successors and assigns, hereinafter called Grantee, a fifty .(50) foot wide easement (the "Easement") to construct, alter, and maintain a pipeline and related appurtenances on the hereinafter described land which said easement is under, over, in and across those certain tracts or parcels of land owned by GRANTOR situated in the County of Jefferson, State of Texas, and being more particularly described in Exhibit 'A, attached and made a part hereof .for all purposes (the "Easement Area").-. The Easement herein granted shall be used to construct, lay, maintain, operate, alter, repair, remove, reconstruct, change the size of, replace and abandon a pipeline and any and -all necessary or useful appurtenances thereto, including but not limited to fittings,,tie-overs,.valves, corrosion control equipment, communication equipment and other apparatus above or below ground, for the transportation of oil, gas, petroleum products or any other liquids, gases, or substances which can be transported through a pipeline and related appurtenances in the Easement Area, and, it is expressly understood and agreed that Grantee shall have the right of PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BCP-JE-045.200, BCP-JE-047.000 COUNTY: Jefferson County, Texas. reasonable ingress to and egress from the Easement Area and use of the same for the purposes aforesaid; provided, however that Grantee use of the Easement and the rights appurtenant thereto shall in no event unreasonably -interfere with or hinder the business operations on the Grantor's Adjacent property and/or Grantor's ingress and egress thereto. Grantee understands_ the pipeline easement is restricted to allow only one pipeline within the Easement Area. Grantee shall not assign or grant rights to another party to lay an additional pipeline within the Easement Area. In addition to the pipeline easement rights granted therein, Grantor. further grants Grantee an additional temporary easement 70 feet in combined width adjoining the full length of the permanent easement granted herein, and such other additional work space to be used as working space by Grantee during and for the consideration and installation of the pipeline and any appurtenant facilities.. The temporary easement .will become null and void at the completion of the project. Grantee will promptly prepare any and all damage done to the Easement area caused - by Grantee's use. Grantees must use the Easement area and access road solely for the purposes specified. Grantee will not hunt or fish on any of. Grantor's.property. Grantee agrees to bury, at the time. of construction, . the pipeline (exclusive of appurtenances customarily located above ground) to a depth of at least thirty-six (36) feet in,the area of the Grantor's sediment ponds (including the Cattail Marsh Wetlands) where the pipeline . will be installed via HDD and to a minimum cover of 48 elsewhere, so as not to interfere with the normal cultivation of the soil. Grantee agrees to pay such damages which may arise to any improvements on the property from the; construction of said line and appurtenances and. to pay such damages which may rise from the maintenance, alteration, repair, removal, reconstruction, use, or replacement of the pipeline. PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BCP-JE-045.200, BCP-JE-047.000 COUNTY: Jefferson County, Texas. INDEMNITY GRANTEE -AGREES. TO INDEMNIFY AND HOLD GRANTOR HARMLESS FROM AND AGAINST ANY AND ALL CLAIMS, SUITS OR. DAMAGES, OR EXPENSES OF WHATSOEVER CHARACTER, INCLUDING, BUT NOT LIMITED TO PERSONAL INJURY, DEATH; PROPERTY DAMAGE, OR ENVIRONMENTAL DAMAGES OR RELEASE WHICH MAY BE -ASSERTED, INSTITUTED OR, RENDERED AGAINST GRANTOR ARISING OUT OF OR IN ANY MANNER CAUSED BY OPERATIONS .CONDUCTED HEREUNDER BY _GRANTEE, ITS AGENTS, ASSIGNS, EMPLOYEES, OR CONTRACTORS-.- SUCH INDEMNIFICATION SHALL INCLUDE REASONABLE ATTORNEY'S FEES OR EXPENSES INCURRED BY GRANTOR WITH REFERENCE TO SUCH CLAIMS, SUITS OR DAMAGES. Should Grantee install pipeline under the .terms hereunder, and thereafter abandon said pipeline fora period of one year, Grantee agrees that upon request by Grantor, the: easement hereby granted shall tenninate and revert to Grantor. However, prior to such. termination of the . easement and reversion to Grantor, Grantee agrees to clean and purge such abandoned pipeline in accordance with industry best practices and in strict accordance with any applicable state or federal. regulations and statutes: After the installation of the pipeline hereunder, Grantee, shall restore: the surface of the land to substantially the same condition as it was prior to the:commencement of such installation and without limitation, Grantee shall level and grade the land so that drainage to, on or from said easement shall not be'impaired as a result of said installation. PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BCP-JE-045.200, BCP-JE=047.000 COUNTY: Jefferson County, Texas . Grantor. may use the Easement area for any and all purposes not inconsistent with the purposes set forth in this Easement. Grantor's uses may include but shall not be limited to -using the Easement area for agricultural, open space, set -back, density, street and roadway purposes. Grantor is permitted, after review by Grantee, to construct_ any and all streets and roadways, at any angle of not less than forty-five (45) degrees to Grantee's pipeline, across the Easement area which do not damage, destroy or alter the operation of the pipeline and its appurtenant facilities. Grantor may also construct "and/or install water, sewer, gas, electric, cable TV, telephone or other utility lines across the Easement area at any angle of not less than forty-five (45) degrees to Grantee's pipeline, provided that all of Grantee's required and applicable spacings, including - -. depth separation limits and other protective requirements are met by Grantor. The use of the - Easement area by Grantor shall be regulated :by all appropriate ordinances, regulations, resolutions or laws of the governmental entity with authority over the Easement area. Grantor must obtain Grantee's consent in writing before streets, roadways, utilities or other encroachments are installed, which consent will not be unreasonably withheld.. Grantee agrees to provide a written response within 30 calendar days of receipt of.such notice. Grantor may not use any part of. the Easement area if such use may damage, destroy, injure, and/or interfere with the Grantee's use of the Easement. area for the purposes for which. the permanent easement is being sought by Grantee. Grantor is not permitted to conduct any of the following activities on the Easement area mithout the written permission of Grantee: (1) construct any temporary or permanent building or site improvements, other. than streets and roads; (2) drill or operate -'any well; (3) remove soil or change the grade or -slope (except for- necessary repairs to the levee system and existing drainage system); (4) impound surface water; PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BCP-JE-045.20% BCP-JE-047.000 COUNTY: Jefferson County, Texas or (5) plant trees or landscaping. Grantee agrees to provide a written response to Grantor within 30 calendar days of receipt of the notice. Grantor further agrees that no above or below ground obstruction that may interfere with the purposes for which this Easement is being acquired may be placed, erected, installed or permitted upon the Easement area without the written permission of Grantee. Grantee shall bury its pipeline to a minimum depth.of thirty-six (36) feet in the area of the Grantor's sediment ponds (including the Cattail Marsh Wetlands) where the pipeline will be installed via HDD and to a minimum cover of 48" elsewhere. The conveyance of the Easement granted herein is made by Grantor and accepted by Grantee, ..subject to any and all existing easements, covenants, rights -of -way; conditions, restrictions, outstanding mineral interests and royalty interests, if any, in the Easement -Area of record in. the office of the County Clerk of the County of Jefferson (collectively, the "Permitted Exceptions"). This Easement may be amended or terminated only by the written consent of the parties hereto, or their respective successors and assigns. TO HAVE AND TO HOLD the above described' easement unto, said Grantee, its successors .and assigns, so long as the same shall be used for the purposes aforesaid; and Grantee hereby agrees to pay any damages, including, but not limited to, any environmental harm which may arise from the use of said premises for such purposes. PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BCP-JE-045.200, BCP-JE-047.000 COUNTY: Jefferson County, Texas ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF JEFFERSON § BEFORE ME, the undersigned authority, on this day personally appeared Kenneth R. Williams, City Manager of the City of Beaumont, a municipal corporation, known to me to be the person and 'officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act of such municipal corporation for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of 22022. Notary Public, State of Texas ACKNOWLEDGMENT STATE OF TEXAS § COUNTY OF HARRIS §_ BEFORE ME, the undersigned authority; on this day personally appeared Kelli McMahon, as Agent and Attorney -in -Fact of Mobil Pipe Line Company known tome to be the person whose name -is. subscribed to the foregoing instrument and acknowledged to me'that she executed the same for the purposes and consideration therein expressed w GIVEN UNDER MY HAND AND SEAL OF OFFICE, this, t��day of U18ft *, 2022. a►�Y °Oa STEPHEN MCDANIEL Notary ID lX7 NotaryP T lic, State of - Texas My Commissionh Expires xpire July 20, 2026, Please Return To: Antoinette Hardy. City of Beaumont Public Works -Engineering P.O. Box 3827 Beaumont, Texas 77704 EXHIBIT PND. POUND JEFFERSON COUNTY, TEXAS PROP. PROPOSED . N.T.B. NOTTOSCALE - - WO•NO• DocumwrN mBm CHRISTIAN HILLEBRANDT LEAGUE —!— PROPERIYLINE - CENTEItUNE ABSTRACT NO. 28 _ RMPORARYANENTEADEMENT oCENTEJuiNE SAMUEL STIVERS SURVEY L1L RIMANE ABSTRACT NO. P.E PETaAAtENT FJIBEMFliT , "T.W.S. TEMPORARYWOR%BPACE . TRACTNO. TRACT NUMBER SEE OPOFFICIAL .R.T.C.T.. PUBLIC RECORDS OF JEFFERSON COUNTY; TEMS OA.FN.. COUNTYCLEWSPMENUMIIER LINE TABLE NO. NUMBER' AR low APO RYACCMRaw BCURVE TABLE D� VOL VOLUME PAOE2 Pa. PAGE .. SCALE: IWD00' OR.I.C.T. - DEED RECORDS OF JEFFERSON COUNTY. Tmm _ P PROBATE RECORDS OFJEFFERSON COUNTY, TOUW POINTOF APPROX.APPROX APPROXIMATE .:. saw SQUAREFEET BEGINNING PROP.BCPL 3EG. aEGMENT - (SEG. 21 " PIPELINE —w—w— RIGHTOFWAYLINE .. - N: 13,114SAM L6" .. .. .FOREIGN PIPELINE . E:3X8.713A .0 0% L2 C4 2 CENTERLINE 20' PAR. (1) Ito to \ - -" JEFFERSONCCOUNTY DRAINAGE "POINT OF .. // "" C3 \ DISTRICT NO.6 COMMENCING: //�'� \ -- 2W WIDE STRIP OF LAND. FND.1'IP. L/ APPROX -\\ - VOL25�1,P0.150. e / PROP.BCPL \ �. SO. 28'43"E / PIPELINE 269.1' \ / \ / / SEE DETAIL'A" / L5 / PAGES / POINTOF BEGINNING (SEG.1) Ja . N:l3A43,%U / APPROX. / PROP. BCPL" PIPELINE - // A 00 � BEAUMONT F FARM. TRACTNO. BCP,I sourHeE-015200 F �a REMRINOEROF C TRACTNO. BCP,IE-047AOD J. / / CALLED 1,120MY ACRES CITY OF BEAUMONT VOL_ 107A2 PG. 1501 CALLED 500 DJU.C.T. VOL 196, PG. 416 / D.RJ.C.T. / REMAINDER OF CALLED 2,183.50 ACRES C.C,F.N. OW3030 FOREIGN NOTES: .. ". - O.P.R.J.C.T. "PIPELINE 1. OWNERSHIP INFORMATION FORMS EXHIBIT WAS FURNWED BY REPRESENTATNES OFTHECLIENTAHD IS NOTWARRANTFD BY ;� OF THEsuRVEYDR.,ST 2. ALL BEARIHG3. DISTANCES AND COORDINATES CONTAINED HEREIN ARE GRID BUSED ON THE TEXAS RATE PLANE COORDINATE SYSTEM, TERAS . SOUTH CENTRAL ZONE (4204),NORTH AMERICANDATUM OF1iW(NAD �N•N•N•••N••• • .53),Us.suRYEYE�TAS DERIVED FROMAGP3suaVEVPERFmEo "MARK BARTON" - WUNNERBALEN3CO.ING,OCTOEER2021. N••NN•N•NN• N• - . 3, THIS PLAT IS PROVIDED 9WiH AN ACCOMPANYING DESCRIPTION f 4'P 6104 LABELED 'DMIBRIrAND ATTACHED HERETO. y OFf 851 . 4. THIS SURM WA3 PERFORMED FORTHE SPECIFIC PURPOSE OF � S U R V .. • . . . � . ESTABLISHING A SURFACE FOR AN EASEME:NTAGODISI ION• CITY OF BEAUMONT" LMW TON, DO HEWYCERTIFYTHATT,,a,,,WASMADE TOTAL DISTANCE ACROSS PROPERTY (SEG.-1): 3,572.5'(216.52RODS) ON THE OUND 6ND THATTHIS PLATCDRRECR.Y REPRESENTS THE AREA OF PERMANENT EASEMENT (SEG.1):. 0.82 ACRE FACTSF NO A THETMOFTHEBURIJEY. - TOTAL DISTANCE ACROSS PROPERTY (SEG.2): 2,723.3' (165.05 RODS) AREA OF.PERMANENT'EASEMENT (SEG.2): 2.60 ACRES /b �� Zy AREA OF TEMPORARY WORKSPACE.: 8.02 ACRES TOTAL DISTANCE ACROSS TA.R(1): 3,688.3' (223.41 RODS) MAWWON CAM— AREA OF TA.R(1): 1.69 ACRES' . REGIB - PROFESSIONAL SURVEYOR TE X43 GIeTRATTorr TOTAL DISTANCE ACROSS TA.R(2): 3.8' (023 ROD) UE REGISTRATION N0.100J1000 AREA OF TA R 2 : 92 SQ. FT. LINIVE ENSCO, INCJ45OLOOP CFNTRALDR., HOUSLON.T%TI.001n1S42aa000 REV. DIIN a= "DATE SUL- 'ASSHOM ....DATE _. E7R1Ai10e<UOCN0. DTI W. LG 28 BIB-BC-B�I-IR ID OW5 °W OLR°onMobil w°°c F7LAL L8: RF 19�-71M�-75G-PPL-OQJ4 Dm- - .L 0310111 " 3 JMC MB 10/11/2022 NW. RF 3 . 2 BNN PC 05/19/2022 HT►LALc EAST PLAT - PERMANENT EASEMENT UPON 1HE PROPERTY OF 1 BNN PC 04 20 2022 BEAUMONT CONNECTOR 0 LG . PC . 03 01 2022 PIPELINE PROJECT' (BCPL) CITY OF BEAUMONT PREPAID D. URIVERSAI. E = INM : I mar Lurme tam BCP-JE-OW00-M-Z-.047.000 UNIVERSAL ENSCO, INC. TEXAS ENGINEERING: FIRM LIC ift F-1942 PAGE 1 OF 6 4 i 4 EXHIBIT "All JEFFERSON COUNTY, TEXAS CHRISTIAN HILLEBRANDT LEAGUE ABSTRACT NO. 28 N SAMUEL STIVERS SURVEY ABSTRACT NO. 51 - - 0 1500 1000 TRACT NO. BCPJE047.910 - SCALE: 1"=1000' - JEFFERSON COUNTY DRAINAGE DISTRICT NO.6 - 200' WIDE STRIP OF LAND - - VOL.251, PG. 150 - D.R.J.C.T..A C� 1 re fe SEE DETAIL'.'C". PAGE TRACTNO. 11CP46048A20 - PAUL VICTOR MORRELL - AND ROY JOHN MORRELL, II APPROX. REMAINDER OF CALLED22.6 ACRES PROP. BCPL L9 FILE NO.123624 PIPELINE ' - - / P.R.I.C.T. DESCRIBED IN VOL 1706, PG. 264 D.R.J.C.T. oe . L6 L7 / 2i9>, "B" � '0 L11 SEE DETAIL C� 'y L12 PAGE 4. - - - - - �L. Permanent Easement - (Seg. T) Line Table. Bearing Distance N5T33'08"E 1,643.9' N59'05'09"E 1,832.8' M S59'05'09'W '1,826.0' S5T33'OB"W 1,649.5' NO3'28'43"W 11.4' Permanent Easement (Seg. 2) Line Table Tag No. Bearing .. Distance L6 N59'05'09"E .675.9' L7 N30'54'51'YV 20.0' L8 N59'05'09"E 1,994.9' L9 N86'49'01"E 107:5' L10 S59'05'09"W 2,090.0' L11 N30'54'51"IN 20.0' L12 S59'05'09'W 685.7' Permanent .Easement. (Seg. 1) Curve Table Tag No. Arc Length Arc Radius Delta Chord Bearing Chord Distance C1 96.5' 3,605.0' 01'32'01 N58'19'09"E 96.5' ..C2 .12.1' 1,000.0' 00'41'31" S03'11'08"W 12.1' C3 96.2' 3,595.0' 01'32'01" S58-19'09"W 96.2' Permanent Easement (Seg. 2) Curve Table Tag No. Arc Length Arc Radius Delta Chord Bearing Chord Distance C4 14.0'- 800.0' 01-00-14- 1 N13'34'39"E 14.0' TRACT NO. BCR IE-045200 TRACT NO. BOP,IE-047.000 CITY OF BEAUMONT CALLED 500 ACRES VOL. 196, PG. 416 D.R.J.C.T. REMAINDER OF CALLED 2,183.50 ACRES C.C.F.N.9003030 O.P.R.J.C.T. REV OWN CHKO DATE SCALE AS SHOWN DATE MONMa91L' DX NO.. DIN BY: LG 02/28/ BIB-BC-BCPL-UP-II1-0075 WD BY. MD FIINAL o2/28722U b'' M FC RF 05/20/ on o W&-3282-250'PPL-0074 ENM-. JL 03—/0-1/22 REWsaN 3 JMC MB 10/11/2022 APPRV: RF 05 20 3 2 BNN PC 05/19/2022 PROJECT NAME EASEMENT PLAT - PERMANENT EASEMENT UPON THE PROPERTY OF 1 BNN PC 04/20/2022 BEAUMONT CONNECTOR 0 LG PC 03 01 2022 PIPELINE PROJECT (BCPL) CITY OF BEAUMONT PREPARED BY: UNIVERSAL ENSCO, INC. I PROJECT NUMBEFL 25298 BCP=JE-045.200._8CP-JE-047.000 - IINIVFRSAI- FNSCO. INC. TEXAS ENGINEERING FIRM LIC A: F-1942 PAGE 2 OF 6 a 0 z w m EXHIBIT "A" JEFFERSON COUNTY, TEXAS CHRISTIAN HILLEBRANDT LEAGUE ABSTRACT NO. 28 SAMUEL STIVERS SURVEY N ABSTRACT NO. 51 A 5 / APPROX. PROP.BCPL . / PIPELINE_ FOREIGN A BOA PIPELINE APPROX. \/ CENTERLINE / PROP. BCPL 20'T.A.R.(1)/ Ll. \ PIPELINE `I PAGE 6 / 1 .//Rl, m / FOREIGN PIPELINES /POINT OF BEGINNING / 11:370. E:3,505,4.505.449.4 / ��^`5•, / \ L5 - TRACT NO. BCPJE1H5.000. , / SOUTH BEAUMONT FARMS, INC. REMAINOEROF RACT NO. BCPJE-045.200 CALLED 1,020.507 ACRES TRACT NO. BCPJE-047.000 C.C.F.N.8825545 VOL. 10242, PG. 1501 � CITY OF BEAUMONT " D.R.J.4T. CALLED 500'ACRES . \ VOL. 196, PG. 416 D.R.J.C.T. REMAINDER OF CALLED \ / / 2,183.50 ACRES C.C.F.N.9003030 / DETAIL "A" O.P.R.J.C_T. \\� / N.T.S. FOREIGN PIPELINES REV DRN CHKD DATE SCALE AS SHOWN GATE EXX0NM061L'DOG NO.. DWN BY: LG 02/28 22 BT11-BFBCPL-UP-ID-0075 FINAL BY: MO 0/28/ On Mob'' UPI DOG Na RF 05/20/ 15798-26'?H2-250-PPL-IX174 ENW- JL 03/01/ REN90N., 3 JMC MB 10/11/2022 WPM- RF 05 20 3 2BNN PC 05/19/2022 PR-= NAME 1 BNN PC 04/20/2022 BEAUMONT CONNECTOR EASEMENT PLAT -PERMANENT EASEMENT UPON THE PROPERTY OF 0 LG PC 03 01 2022 PIPELINE PROJECT.(BCPL) CITY OF BEAUMONT PREPARED BY: UNIVERSAL ENSCO, INC. -I PRAIM NUMBS L 2526e BCP—JE-045.200—BCP—JE-047.000 — UNIVERSAL ENSCO, INC. TEXAS ENGINEERING FIRM LIC #:. F-1942 PAGE 3 OF 6 j 0 x 0 Z w EXHIBIT "A" JEFFERSON COUNTY, TEXAS -CHRISTIAN HILLEBRANDT LEAGUE ABSTRACT NO. 28 N SAMUEL STIVERS SURVEY ABSTRACT NO. 51 TRACT NO. BCP-JE-045.200 TRACT N0. BCP-JE-047.000 �s oA �oA CITY OF BEAUMONT as CALLED 500 ACRES VOL.196, PG.416 \ D.R.J.C.T. s ' REMAINDER OF CALLED \ APPROX.' / 2,183.50 ACRES PROP. BCPL s/ C.C.F.N.9003030 .PIPELINE O.P.R.J.C.T. loll / / / / . APPROX. PROP. BCPL PIPELINE j loll ✓� loe !B /�. ool L6 FOREIGN / PIPELINES L12 / D N.T.S. I„B„ C REV: DVN CHKD - DAIE SCALE AS SHOWN DATE - W(OROBIL D= N0. DXN BY: LG 02/28/ BiB—BfrBUI-UP—U)—U075 O FINAL KD BY; MD UPI DOQ NO. CK RF 05/20/ on Mob I' 2g8-26�-250-PPL-�4 ENOR: JL 03/01/22 REVISION 3 JMC ME) 10/11/2022 APPRV: RF 05 20 3 2 BNN PC- 05/19/2022 PRO ECT NAME 1 BNN PC 04/20/2022 BEAUMONT CONNECTOR . EASEMENT PLAT —PERMANENT EASEMENT UPON THE PROPERTY OF 0 LG PC 03 01 2022 PIPELINE PROJECT (BCPL) CITY OF BEAUMONT PREPARED BY: UNIVERSAL ENSCO, INC. PRO.Ecr Wma- 25298 BCP=JE-045.200—BCP—JE-047.000 UNIVERSAL ENSCO. INC. TEXAS ENGINEERING FIRM LIC 4: F-1942 PAGE 4 OF 6 EXHIBIT "A" JEFFERSON COUNTY, TEXAS CHRISTIAN HILLEBRANDT LEAGUE ABSTRACT NO. 28 SAMUEL STIVERS SURVEY ABSTRACT NO. 51 APPROX. / PROP.BCPL PIPELINE / S0 BOA \ / / / / TRACT NO. BCPJE-0dBD00 \ \? / PAUL VICTOR MORRELL \ / 'C • -/ / AND ROY JOHN MORRELL, II / REMAINDER OF \ CALLED 22.6 ACRES / FILE NO. 123624 \\ / P.R.J.C.T. / DESCRIBED IN TRACT NO. BCP-JE-045.200 / VOL 1706, PG.2CA 32' \ TRACTNO. BCP-JEA47.000 D.R.J.C.T. \ CITY -OF BEAUMONT _ i L9 CALLED 500 ACRES / / \ 129' VOL.196, PG.416 / D.R.J.OF REMAINDER CALLED 2,183.50 ACRES oe C.C.F.N.9003030 O.P.R.J.C.T. �-145 a, �/ 1.�� FOREIGN PIPELINES APPROX. \ PROP. BCPL \ DETAIL "C" PIPELINE " L10 / \A � e N.T.S. REV I DNN CHKD DATE I SCAIE AS SHOWN DATE E)MONYDBL = NO. OWN BY: LG 202/2B/ CHKD BY: _ 0/2/won Mob � � NO. NAL CK: RF FINAL 05/20/ I' 1519&-ffi1ffi-25�PPL-IXI74 EACR: JL 03/01/ sox 3 JMC MB 10/11/2022 APPRV: RF 05 20 3 2 BNN PC 05/19/2022 ACT NAME 1 BNN PC 04/20/20221 BEAUMONT CONNECTOR EASEMENT PLAT - PERMANENT EASEMENT UPON THE PROPERTY OF 0 I LG PC 03 01 2022 PIPELINE PROJECT (BCPL) CITY OF BEAUMONT PREPARED Or UNIVERSAL ENSCO, INC. IPROJWT KUYBEH: 25298 BCP-JE-045.200-BCP-JE-047.000 UNIVERSAL ENSCO, INC. TEXAS ENGINEERING FIRM LIC #: F-1942 PAGE 5 OF 6 1 I I r EXHIBIT "A11 JEFFERSON COUNTY, TEXAS CHRISTIAN HILLEBRANDT LEAGUE ABSTRACT NO.28 N SAMUEL STIVERS SURVEY ABSTRACT NO. 51 I—r----T------1 I►-s I I I � I POINT OF I z BEGINNING 11 S 20'TAR (1) 4.2' . .— — — — — — — — N:13,944,670.5 1 E:3,502,502.9 25.5' [L 0 1 T.A.R. (2) a R 1 4.0' 22.6' 1 300' I POINT OF I I T.W.S. 1 BEGINNING I T.A.R. (2) I 1 A6Q/ I N: 13.944.658.3 1 . O 1 E: 3,502,497.E I co TRACT NO. BCP-JE-045.200 I TRACT NO. BCP�JE41 7.000 1 / POINT BEGIi OF FFiG CITY OF BEAUMONT I 1 I / 20' T.A.R. (1) CALLED 500 ACRES PROP, 1 l N:13,944,670.5 VOL. 196, PG. 416 _ I E:3,502,502.9 D.R.J.C.T. 20' T.A.R. (1) REMAINDER OF CALLED 110' 10' CENTERLINE r1Tl 2,183.50 ACRES 20'T.A,R. (1) C.C.F.N.9003030I_�_O.P.R.J.C.T..A.R(2) CENTERLINE 20' T.A.R. (1) POINT OF 1 TERMINATION I 20' T.A.R. (1) N:13,943,661.5 E:3,505,5732 L — — — J i. IC APPROX. V 1 PROP.BCPL 1 PIPELINE I TRACT NO, BCP�E-045.006 FOREIGN SOUTH BEAUMONT FARMS, INC. PIPELINES REMAINDER OF 1 CALLED 1,020.507 ACRES 1 C.C.F.N. 8825545 1 VOL. 10242, PG. 1501 1 D.R.J.C.T. I I I I I � I I I 1 I I 1 I I I —LT— / DATE SCALE: AS SHOWN DA1 DNN BY: LG 02/2E CHKD BY. MD 02/2E RNAL CX: RF 05/21 ENGR.: JL 03/01 )/11/2022 APPRY. RF 05 21 5/19/2022 PRMCT NAME BEAUMONT CONNECTOR PIPEUNE PROJECT (BCPL) �/20/2022 3/01/2022 PREPARED BY: UNIVERSAL ENSCO, INC. I PRO= NUWHEM 25298 BIB-BG-BCFL-UP-H>-0075 WonMobil - -�4 .. REM540N _ EASEMENT PLAT - PERMANENT EASEMENT UPON THE PROPERTY OF CITY OF BEAUMONT BCP-JE-045.2003CP-JE-047.000 UNIVERSAL ENSCO, INC. TEXAS ENGINEERING FIRM LIC #: F-1942 PAGE 6 OF 6 TRACT No. BCP-JE-045.200, BCP-JE-047.000 UPI Doc No. 25298-26282-250-PPL-0074 ExxonMobit Doc. No. BTB-BC-BCP1AJP-LD-0075 EXHIBIT `rB" DESCRIPTION OF A 3.32 ACRE PERMANENT EASEMENT, (DESCRIBED IN TWO PARTS AS SEGMENT 1 AND SEGMENT 2), SITUATED IN THE CHRISTIAN HILLEBRANDT LEAGUE, ABSTRACT NO. 28 AND THE SAMUEL STIVERS SURVEY, ABSTRACT NO. 51, OF JEFFERSON COUNTY, TEXAS, AND BEING UPON, OVER, THROUGH AND ACROSS THAT. CERTAIN TRACT OF LAND IN THE NAME OF THE CITY OF BEAUMONT, BEING A CALLED 500 ACRE TRACT OF LAND, AS RECORDED IN VOLUME 196, PAGE 416 OF THE DEED RECORDS OF JEFFERSON COUNTY, TEXAS (D.R.J.C.T) AND THE REMAINDER OF A CALLED 2,183.50 ACRE TRACT OF LAND, AS RECORDED IN COUNTY CLERK'S FILE NUMBER (C.C.F.N.) 9003030 OF THE OFFICIAL PUBLIC RECORDS OF JEFFERSON COUNTY, TEXAS (O.P.R.J.C.T.), REFERRED TO HEREIN AFTER AS THE ABOVE REFERENCED TRACT OF LAND, SAID PERMANENT EASEMENT BEING MORE. PARTICULARLY DEPICTED BY THE ACCOMPANYING PLAT, -AND DESCRIBED AS FOLLOWS, WITH ALL BEARINGS AND DISTANCES HEREIN BEING GRID, BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS SOUTH CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (NAD 83), US SURVEY FEET, AS DERIVED FROM A GLOBAL'POSITIONING SYSTEM (GPS) SURVEY PERFORMED BY UNIVERSAL ENSCO, INC., IN OCTOBER2021; PERMANENT EASEMENT —SEGMENT 1 COMMENCING at a one (1) inch iron pipe found at the Northeast corner of the remainder of a called 1,020.507 acre tract in the name of South Beaumont Farms; Inc. as recorded in C.C.F.N. 8825545 of the O.P.R.J.C.T., and in Volume 10242, Page 1501 of the D.R.J.C.T., same being on the West line of the above referenced tract of land; THENCE South 03°28'43" East, a distance of 269.1 feet to the POINT OF BEGINNING of the herein described permanent easement, having coordinates of North 13,943,570.9 and, East 3,506,449.4, being on the West line.of the above referenced tract of land, same being the East line of said remainder of a called 1,020.807 acre tract; THENCE North 57°33'08" East, through and across the above referenced tract of land, a distance of.1,643.9 feet to the beginning of a curve to the right; THENCE continuing through and across the above referenced tract of land, and along said curve to the right, an arc distance of 96.5 feet, said curve having a radius of 3,605.0 feet, a delta of 01 °32'01" and a chord bearing North 58°19'09" East, a distance of 96.5 feet to a point; THENCE through and across the above referenced tract of land the following bearings and distances: North 59°05'09" East, through and across the above referenced tract of land, a distance of 1,832.8 feet to a point at the beginning.of a non -tangent curve to the left, being on an interior line of the above referenced tract of land, same being the West line of that certain tract of land in the name of Jefferson County Drainage District No. 6, being a called 200 feet wide strip of land, as recorded in Volume 251, Page 150 of the D.R.J.C.T.; Along said non -tangent curve to the left, and along said interior line of the above referenced tract of land, same being the West line of said called 200 feet wide Jefferson County Drainage District No. 6 tract, an arc distance of 12.1 feet, said curve having.a radius of 1,000.0 feet, a delta of 00°41'31" and a chord bearing South 03*1 V08" West, a distance of 12.1feet to a point; THENCE continuing through and across the above referenced tract of land the following bearings and distances: South 59°05'09" West, a distance of 1,826.0 feet to a point at the beginning of a curve to the left; Page 1 of 3 Universal Ensco, Inc. 4848 Loop Central Drive Houston, Texas 77081713-425-6000 Texas Firm No. 10031600 P:\25298\26282\200_SURV\250_PLAT\PPL-Prprty_Plat\PLT_Piat_Dwg\Jefferson\BCP-JE-045.200\REV 3\BCP-JE-045.200 Rev Mou TRACT No. BCP-J&045.200, BCP-J&047.000 UPI Doc No. 25298-26282-250-PPL-0074 ExxonMobil Doc. No. BTB-BC-BCPLrUP-LD-0075 Along said curve to the left, an arc distance of 96.2 feet, said curve having a radius of 3,595.0 feet, a delta of 01°32'01" and a chord bearing South 58°19'09" West, a distance of 96.2 feet to a point; South 57°33'08" West, a distance of 1,649.5 feet to a point on the West line of the above referenced tract of land, same being the East line of said remainder of a called 1,020.507 acre tract; THENCE North 03°28'43" West, along the West, line of the above referenced tract of land, same being the East line of said remainder of called. 1,020.507 acre tract, a distance of 11.4 feet to the POINT OF BEGINNING of the herein described permanent easement — Segment 1 and containing 0.82 acre of land, more or less. PERMANENT EASEMENT — SEGMENT 2 COMMENCING at a one (1) inch iron rod found at the Northeast corner of said remainder of a called 1,020.507 acre tract, same being on the West line of the above referenced tract of land; THENCE North 62°04'28" East, a distance of 3,712.6 feet to the POINT OF BEGINNING of the herein described permanent easement, having coordinates of North 13,945,578.2 and East 3,508,713.4, being on an interior line of the above referenced tract of land, same being the East line of said called 200 feet wide Jefferson County Drainage District No. 6 tract; THENCE through and across the above referenced tract of land the following bearings and distances: North 59°05'09" East, a distance of 675.9 feet to a point; North 30°54'51" West, a distance of 20.0 feet to a point; North _59°05'09" East, a distance of 1,994.9 feet to a point on the East line of the above referenced tract of land, same being the South line of the remainder of a called 22.6 acre tract in the name of Paul Victor Morrell and Roy John Morrell, II, as recorded in File No. 123624 of the Probate Records of Jefferson County, Texas (P.R.J.C.T.) and described in Volume 1706, Page 264 of the D.R.J.C.T.; THENCE North 86°49'01" East, along the East line of the above referenced tract of land, same being the South line of said remainder of a called 22.6 acre tract, a distance of 107.5 feet to a point; THENCE continuing through and across the above referenced tract of land the following bearings and distances: South 59"05'09" West, a distance of 2,090.0 feet to a point; North 30°54'51" West, a distance of 20.0 feet to a point; South 59°05'09" West, a distance of 685.7 feet to a point at the beginning of a non - tangent curve to the right, being on the.interior line of the above referenced tract of land, same being the East line of said called 200 feet wide Jefferson County Drainage District No. 6 tract; THENCE along said non -tangent curve to the right and along the interior line of the above referenced tract of land, same being the East line of said called 200 feet wide Jefferson County Drainage District No. 6 tract, an arc distance of 14.0 feet, said curve having a radius of 800.0 feet, a delta of 01°00'14" and a chord bearing North 13°34'39" East, a distance of 14.0 feet to the POINT OF BEGINNING of the herein described permanent easement — Segment 2 and containing 2.50 acres of land, more or less. Page 2 of 3 Universal Ensco, Inc. 4848 Loop Central Drive Houston, Texas 77081713-425-6000 Texas Firm No. 10031600 P:\25298\28282\200_SURV\250_PLAT\PPL-Prprty_Plat\PLT Plat_Dwg\Jefferson\BCP-JE-045.200\REV 3\8CP-JE-045.200 Rev 3.docx TRACT No. BCP-JE-045.200, BCP-JE-047.000 UPI Doc No. 25298-26282-250-PPL-0074 ExxonMobil Doc. No. BTB-BC-BCPL-UP-LD-0075 TEMPORARY WORKSPACES Being five (5) temporary workspaces as shown on the accompanying drawing containing 8.02 acres, more or less. TEMPORARY ACCESS ROAD -NO. 1 Being a twenty (20) feet wide temporary access road as shown on the accompanying drawing having a total length of 3,686.3 feet (223.41 rods) and containing 1.69 acres of land, more or less. TEMPORARY ACCESS ROAD NO.2 Being a temporary access road as shown on the accompanying drawing and containing 92 square feet of land, more or less. This description is provided with an accompanying. drawing labeled "Exhibit A" and attached hereto. Page 3 of 3 Universal Ensco, Inc. 4848 Loop Central Drive Houston, Texas 77081713-425-6000 Texas Firm No. 10031600 P:\25298\26282\200 SURV\250_PLAT\PPL-Prprty_Plat\PLT Plat_Dwg\Jefferson\BCP-JE-045.200\REVS\BCP-JE-045.200 Rev3.docx PROJE CT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BiCP-JE-045.2001,, BCP-JE-047.000 COUNTY: Jeffei-sioin County, Texas 17 pgs 202203745 EAS STATE OF TEXAS 1 114421 01 1��11111 III` i I q � � COUNTY OF JEFFERSON 11110 PIPELINE EASEMENT Fi or and n consideration of Ten Dollars 0 and other good and valuable considerations in hand paid, the receipt of which 'is hereby acknowledged, the CITY OF BEAUMONT, hereinafter called Grantor, hereby grants and conveys unto MOBIL PIPE LINE COMPANY, a Delaware limited liability company with 0 T-% its mailing address at 22777 Springwoods Village & Claim Department, its successors and assigns, hereinafter called Grantee, a fifty (50) fooit wide easement (the "Easiement") to construct, alter, and maintain a pipeline and related appurtenances on the hereinafter described land which said easement is under, over 5 in and across those certain tracts or parcels of land rN r" owned by GRANTOR situated 'in the Coiunty of Jefferson, State oi i exas, and being more 1 1 0 particularly descriDeCt in Exhibit A. attached and made a pail hereof for all purposes (the "Easement Area") - The Easement herein granted shall be used to construct, lay, maintain, operate, altel repair, remove, reconstruct, change the size of, replace and abandon a pipeline and any and all necessary or useful appurtenances thereto, 'Including but not limited to fittings, tie-overs, 0 4 valves,, corrosion control equipment, communication equipment and other apparatus above or below ground, for the transportation of oil, gas, petroleum products or any other liquids, gases, or substances which can be transported through pipelines and related appurtenances in the 0 Easement Area, and 5 it is expressly understood and agreed that Grantee shall have the right of PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER.: BCP-JE- 045.200, BCP--JE-047.000 COUNTY: Jefferson County, Texas reasonable ingress to and egress from. the Easement Area and use of the same for the purposes aforesaid; provided, however that Grantee use of the Easement and the rights appurtenant thereto shall in no event unreasonably interfere with or hinder the business operations on the Grantor's adjacent property and/or Grantor's ingress and egress thereto. Grantee understands the pipeline easement is restricted to allow only two pipelines within the Easement Area. Grantee shall not assign or grant rights to another party to lay an additional pipeline within the Easement Area. In addition to the pipeline easement rights granted therein, Grantor further grants Grantee an additional temporary easement 70 feet described in Exhibit B, attached and made a part hereof for all purposes (the "Easement Area") in combined width adjoining the full length of the permanent easement granted herein, and such other additional work space to be used as working space by Grantee during and for the consideration and installation of the pipeline and any appurtenant facilities. The temporary easement will become null and void at the completion of the project. Grantee will promptly prepare any and all damage done to the Easement area caused by Grantee's use. Grantees must use the Easement area and access road solely for the purposes specified. Grantee will not hunt or fish on any of Grantor's property. Grantee agrees to bury, at the time of construction, the pipeline (exclusive of appurtenances customarily located above ground) to a depth of at least thirty-six (36) feet in the area of the Grantor's sediment ponds (including the Cattail Marsh Wetlands) where the pipeline will be installed via HDD and to a minimum cover of 48" elsewhere, so as not to interfere with the normal cultivation of the soil. Grantee agrees to pay such damages which may arise to any improvements on the property from the construction of said line and PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BCP--JE--045.200, BCP-JE-047.000 COUNTY: Jefferson County, Texas appurtenances and to pay such damages which may rise from the maintenance, alteration, repair, removal, reconstruction, use, or replacement of the pipeline. INDEMNITY GRANTEE AGREES TO INDEMNIFY AND HOLD GRANTOR HARMLESS FROM AND AGAINST ANY AND ALL CLAIMS, SUITS OR DAMAGES, OR EXPENSES OF WHATSOEVER CHARACTER, INCLUDING, BUT NOT LIMITED TO PERSONAL INJURY, DEATH, PROPERTY DAMAGE, OR ENVIRONMENTAL DAMAGES OR RELEASE WHICH MAY BE ASSERTED, INSTITUTED OR RENDERED AGAINST GRANTOR ARISING OUT OF OR IN ANY MANNER CAUSED BY OPERATIONS CONDUCTED HEREUNDER BY GRANTEE, ITS AGENTS, ASSIGNS, EMPLOYEES, OR CONTRACTORS. SUCH INDEMNIFICATION SHALL INCLUDE REASONABLE ATTORNEY'S FEES OR EXPENSES INCURRED BY GRANTOR WITH REFERENCE TO SUCH CLAIMS, SUITS OR DAMAGES. Should Grantee install pipelines under the terms hereunder, and thereafter abandon and fall to use said pipelines for a period of one year, Grantee agrees upon request by Grantor to remove said pipe and other appurtenances and to restore the premises to their original condition, and the easement hereby granted shall terminate and revert to Grantor. After the installation of the pipeline hereunder, Grantee shall restore the surface of the land to substantially the same condition as it was prior to the commencement of such installation and without limitation, Grantee shall level and grade the land so that drainage to, on or from said easement shall not be impaired as a result of said installation. PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BCP-JE-045.200, BCP-JE- 047.000 COUNTY: Jefferson County, Texas Grantor may use the Easement area for any and all purposes not inconsistent with the purposes set forth in this Easement. Grantor's uses may include but shall not be limited to using the Easement area for agricultural, open space, set -back, density, street and roadway purposes. Grantor is permitted, after review by Grantee, to construct any and all streets and roadways, at any angle of not less than forty-five (45) degrees to Grantee's pipelines, across the Easement area which do not damage, destroy or alter the operation of the pipelines and its appurtenant facilities. Grantor may also construct and/or install water, sewer, gas, electric, cable Tv, telephone or other utility lines across the Easement area at any angle of not less than forty --five (45) degrees to Grantee's pipelines, provided that all of Grantee's required and applicable spacings, including depth separation limits and other protective requirements are met by Grantor. The use of the Easement area by Grantor shall be regulated by all appropriate ordinances, regulations, resolutions or laws of the governmental entity with authority over the Easement area. Grantor must notify Grantee in writing before streets, roadways, utilities or other encroachments are installed. Grantee agrees to provide a written response within 15 calendar days of receipt of such notice. Grantor may not use any pail of the Easement area if such use may damage, destroy, injure, and/or interfere with the Grantee's use of the Easement area for the purposes for which the permanent easement is being sought by Grantee. Grantor is not permitted to conduct any of the following activities on the Easement area without the written permission of Grantee: (1) construct any temporary or permanent building or site improvements, other than streets and roads; (2) drill or operate any well; (3) remove soil or change the grade or slope (except for necessary repairs to the levee system and existing drainage system); (4) impound surface PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER: BCP-JE--045.200, BCP-JE-047.000 COUNTY: Jefferson County, Texas water; or (5) plant trees or landscaping. Grantee agrees to provide a written response to Grantor within 15 calendar days of receipt of the notice. Grantor further agrees that no above or below ground obstruction that may interfere with the purposes for which this Easement is being acquired may be placed, erected, installed or permitted upon the Easement area without the written permission of Grantee. Grantee shall bury its pipeline to a minimum depth of thirty- six (36) feet in the area of the Grantor's sediment ponds (including the Cattail Marsh Wetlands) where the pipeline will be installed via HDD and to a minimum cover of 48" elsewhere. The conveyance of the Easement granted herein is made by Grantor and accepted by Grantee subject to any and all existing easements, covenants, rights -of -way, conditions, restrictions, outstanding mineral interests and royalty interests, if any, in the Easement Area of record in the office of the County Clerk of the County of Jefferson (collectively, the "Permitted Exceptions"). This Easement may be amended or terminated only by the written consent of the parties hereto, or their respective successors and assigns. In consideration for the agreement made herein, GRANTEE agrees to pay GRANTOR in accordance with the EXXONMOBIL PIPELINE PROJECT CALCULATION wORKSHEET, attached hereto as Exhibit B. TO HAVE AND TO HOLD the above described easement unto said Grantee, its successors and assigns, so long as the same shall be used for the purposes aforesaid, and Grantee hereby agrees to pay any damages, including, but not limited to, any environmental harm which may arise from the use of said premises for such purposes. PROJECT: MOBIL PIPE LINE COMPANY TRACT NUMBER.- BCPi-JE-i045.200, BCP-JE-047-00 COUNTY: Jefferson County, Texas I I EXECUTED this 3rC� day of tQO\(C�k XV' 2022. GRANTOR: CITY OF BEAUMONT 00,01, By: Title.- City Manager GRANTEE - MOBIL PIPE LINE COMPANY By: Printed Name: Kelli McMahon Title: Agent and Attorney -in -Fact PROJECT: MOBIL PIPE LINE COMPANY 0 TRACT NUMBER. BCP-JE-045.200, BCP-JE-047.000 COUNTY: Jeffersoin County, Texas BEFORE ME, the undersigned authority, on this day personally appeared Kenneth R. Williams, City Manager of the City of Beaumont, a municipal corporation, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act of such municipal corporation for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this,,, day of "TINA G. Notary Pub4i Will", oxik GOMM. Expires 01-12-2027 op , e4tl CMF of$ 110 Noury ID 111435119 al Notary Public, State of Texas BEFORE ME, the undersigned authority, on this day personally appeared Kelli McMahon, as Agent and Attorney -in -Fact of Mobil Pipe Line Company known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposes and consideration therein expressed GIVEN UNDER MY HAND AND SEAL OF OFFICE, thisA6�day of 20122. y P0. STEPHEN MCDANIEL Notary ID #10304324 My Commission Expires, 1 July 20i, 2026 PleaseReturn To: Antoinette Hardy City of Beaumont Public Works -Engineering P.O. Box 3827 Beaumont, Texas 77704 . ..... . . .. . Notary P*lic, Stag o--fI 'exas pop gap II IIIIIIII -1 A! t c c 0 :3 A LrA-" WTA CENTERLINE %00-0 0 6w 11000 SCALE: 11=10W APPROX. PROP. B�CPL PIPELINE PAGE 6 'oe loe 10A .-A 4 oe 000e NO NO. SCPsIE447R12.) ....... POINT OF "Po4of 000, #-41 C3 JEFFERSON COUNTY DRAINAGE COMMENCING �o #Ol- loel N. DISTRICT NO. 8 2W VADE STRIP OF LAND FND. 10 IP. 0.00 APPROX. VOI.- 251, P0. 150 O.R.J.C.T. Xll PROP. BCPL SO,T28'4,3"'E .001 001\ PIPELINE !2SQ-11 L5 000, 0000 SEE DETAIL"K oe �#� 0-001 PAGE 3 J% POINT'OF BEGINNING N:13M3,57M9 APPROX. PROP. BCP PIPELINE TRACT NO * BCP-JCM= BCP-JE-045200 SOUTH BEAUMONT FARMS, M REMAINDER OF TRACT NO. BCP-JE-047-000 CALLED 11,0201.WTACRES C.C.F.N. 68266451 CITY OF BEAUMONT VOL 1024Z PG. 1501 CALLED 6W ACRES D.fti-C.T. fO VOL. 196, PG., 41�6 D.R.J�.C.T. REMAINDER OF CALLED 2,183.50ACRES C.C.iF.Nl. ow3o3O 1. OWNERSHIP INFORMATION FOR THIS EXHIBITWAS FURNISHED BY REPRESENTATIVES OF THE CLIENT MD IS NOT WARRANTED' BY VE SWtArkt, At -3 a fAIR pi P =:&-t VAN I'MIN'tcy.11441 *.j;f.Tfq;3 1010111 10,10 I'CIP-If CON 11W. IWAV41 ZECANA-AiD ' Cl* CITY OFBEAUMONT OTAL DISTANCE ACROSS PROPERTY (SEG. 1): 3,572.5(216.52 ROiDS) AREA, OF PERMANENT EASEMENT (SEG.1�)-, O.8i2 ACRE TOTAL DISTANCE ACROSS PROPERTY (SE,G. 2): 2j723.3': (165.06 RODS) AREA 01F PERMANENT EASEMENT2.50 ACRES a VdA N I ffl-'OR WA-" 306-V (223.41 RODS� TOTAL DISTANCE ACROSS TA.R.(I) AREA OF T.A.R.1i): 1.69 ACRES 0 PROFS Di SURVEYOR REOISTRAT" TOTAL DISTANCE ACROSS TA.ft 21: 3.8'(0.23 ROD) �AS REGISTRATION NO. 10MIM0 AREA OF T'.A 92 I i ENSCO, INCAM LOOP, C&frM DR., VIOUMN, TX rMV7113-4264M . .... ... . .. IRMO EAMENT PLAT - PERMANENT EASEMENT UPON THE PR,OPERTY'OF BEAUMONT CONNECTOR Jill 1� CITY OF BEAUMONT PIPEliNE PROJECT (BCPQ BCP-JE-045.200-6CP-JE-047-OOO WII Elm, EXHIBIT "All JEFFERSON COUNTY, TEXAS CHRISTIAN'HILLEBRANDT LEAGUE ABSTRACT NO. 28 SAMUEL STIVERS SURVEY ABSTRACT NO. 51 -TRACT NO. 13r-P-JE-G47.9 10 JEFFERSON COUNTY DRAINAGE DISTRICT NO. 6 200'WIDE STRIP OF LAND VOL, 251, PG. 150 D,R,J,C,T. SEE DETAIL 11cill PAGE 5 APPROX. PROP.BCPL PIPELINE 0 500 1000 SCALE: 1,"=1000' flu TRACT NO. 8CP-JE-04&000 PAUL VICTOR MORRELL AND ROY J OH N MORRELL, II REMAINDER OF L9 CALLED 22,6 ACRES FILE NO. 123624 P,R,J.C,T. DESCRIBED IN VOL. 1706, PG. 264 D.R.J.C.T. SEE DETAIL 111311 Ll 2 PAGE 4 Permanent Easement i (Seig. 2) Line Table D istance N159*III 05 E N30*5451V II III I� II N5WO5*091"E N18 6' '49 S 59*015'019"w IIIN30*54"51V . .............. . .... . I S 59*05'09'V Permanent Easement (Seg. 1) Curve Table Arc Radius Chord Bearing Chord Distance II .I 1 5IIIN58`19'09"E S58#19'09"V Permanent Easement (Seg. 2) Curve Tabl�e Arc Radius! I Chord Bearing ChIII ord Distance N13*3439"E "91 f CITY OF BEAUMII ONT CALLED 500 ACRES VOL. 196, PG. 416 D.R.J.C.T. REMAINDER OF CALLED 2,183.50 ACRES C.C.F.N. 9003030: O.P'.R.J.C.T. y 104 W* I i PRO JECT NAME BEAUMONT CONNECTOR PIPELINE PROECT (BCPL) - --- - - - --------- EASEMENT PLAT — PERMANENT EASEMENT UPON THE PROPERTY OF CITY OF BEAUMONT BCP—JE-0145.200—BCP—JE-047.000 M x 1� wl� 131 3 Jill 1111 .......... I � 11 1 EXHIBIT "All JEFFERSON COUNTY, TEXAS CHRISTIAN'HILLEBRANDT LEAGUE, ABSTRACT NO. 28 SAMUEL STIVERS SURVEY ABSTRACT NO. 51 'WtLlNt�5 Ile POINT OF BEGINNING N:13,943,570.9 < E:3,505,449.4 \ L5 TRACT NO. BU-JE-045.000 SOUTH BEAUMONT FARMS, INC. REMAINDER OF CALLED 1,020.507 ACRES C,C,FX 8825545 VOL. 10242, PG, 1501 D.R.J.C,T. 'Ile 100, DETAIL "All 11101 N.T.S. FOREIGN PIPELINE A, 0 0 a 1111111=12111111 ell, L4 ,A 1100, Nx, TRACT NO. BCP-JE-045!.200 TRACT NO. B,CP-JE-047.000 CITY OF BEAUMONT CALLED 500 ACRES VOL. 196, PG. 41:6 D.R.J.C.T. REMAINDER OF CALLED 2,183.50 ACRES C.C.F.N. 9003030 O.P.R.J.C.T. CHKD BY: MD two ity *% PROJECT NAME F =Ulm I BEAUMONT CONNECTOR EASEMENT PLAT — PERMANENT EASEMENT UPON THE PROPERTY ONN F PIPELINE PROjECT (BCPL) CITY OF BEAUMONT ... . . ......... PREPARED BY: . ........ . . .... . . UNIVERSAL ENSCO, INC. . . .... . . . . . . . ...... . .. .... BCP—k-045.2O0—BCP—JE-047,00O UNIVERSAL ENSCO, INC. TEXAS ENGINEERING FIRM LIC #: F-1942 PAGE 3i OF 6i EXHIBIT "All JEFFERSON COUNTY, TEXAS CHRISTIAN HILLEBRANDT LEAGUE ABSTRACT NO. 28 SAMUEL STIVERS SURVEY ABSTRACT NO. 51 000, 0000, TRACT NO. BAPE-045 2 0 o �q TRACT NO. BCP-JE-047.000 10\, CITY OF BEAUMONT CALLED 50�O ACRES VOL. 196, P. 416 -10'1,00� D.R.J.C.T. d" REMAINDER OF CALLED 2,1BB. 50 ACRES C.C.F.N. 900303,0 "oe O.P.R.JI,C.T. 110, 1011, APPRO^. 00,00 .01, PROP. BCP,L PIPELINE �0000 _0 1011, r 010, looe 000, loe 10010 1000, L6 1000, Ile .100, DETAIL "B" OA .010, I'll N.T.S. 100, \001, APPROX. PROP. BGPL PIPELINE FOREIGN PIPELINES IN IN 0 PROXIOT NAME ESEMENT PLAT I APERMANENT EASEMENT UPON THE PROPERTY OF BEAUMONT CONNECTOR PIPIELIIINE PR011lJECT-(B.CPL) CITY OF BEAUMONT BCP—JE-045.200—BCP—JE-047.000 111, 1 111.7112-1 F-1942 PAGE 4 OF i EXHIBIT "All JEFFERSON COUNTY, TEXAS CHRISTIAN HILLEBRANDT LEAGUE ABSTRACT NO., 28 SAMUEL STIVERS SURVEY ABSTRACT NO. 51 0101\ �co' .0e APPROX. ooe PROP. BCPL PIPELINE r2l 0 1000, -jA 10. 11000 PALL VICTOR MORRELL AND ROY JOHN MORRELL 11 101, REMAINDER OF CALLED 22,6 ACRES FILE NO. 123624 P.R.J.C.T. 100, DESCRWED IN TRACT NCB. BCP-JE-045.2'00 VOL. 1706, PG. 264 3T TRACT NO. BCP.JE-047.000I D.R.J.C.T. I CITY OF BEAUMONT L9 CALLED 50�O ACRES .0e VOL. 196, PG. 416 "o, D.R.J.c.T. ..00 OA REMAINDER OF CALLED A 2,183.50l ACRES loe 01 C.C.F.N. 9003030 O.P.R J C T o0e 1\ 1< '00100 40 100, 0000 Z oe FOREIGN PIPELINES 10010 100, Y"o 'el APPROX. �e' 011100o" 1100, 0001, DETAIL 11cill PROP, BCPL Ll 0 PIPELINE A 0,00 N.T.S. Ile 11011 1.10, MINI PROJECT NAME BEAUMONT CONNECTOR PIPELINE PROJECT (BCPL) PREPARED BY, UNIVERSAL ENSCO, INC. 1 EXXONMOBIL DIIX NO, E nMobm11 EASEMENT PLAT — PERMANENT EASEMENT UPON THE PROPERTY OF CITY -OF BEA14TECIAT BCP;—JE-045i,i2O,O- BCP—JE-047,000 11 11 1 1 Jill F-1942 PAGE 5, OF 6 EXHIBIT "All JEFFERSON COUNTY) TEXAS CHRISTIAN HILLEBRANDT LEAGUE ABSTRACT NO. 28 SAMUEL STIVERS SURVEY I ABSTRACT NO. 51 FT T— POINT 01- BEGINNING 20- T.A.R. (1) 11:13,9441,5 E:3,502,50670. 2.9 3.8111 25.5' -C2 c\j 3001 4.0' 22.6' POINT OF T.W.S. BEGINNING T.A.R. (2) N: 13,944,6583 1 C3 E: 3.502,497,6 (D cy) TRACT NO. 13CP-JE-045,201 -017.0 POINT ©F TRACT NO. BCP�JE4000 CITY OF BEAU MONT BEGINNING 20"T.A.R. (1), CALLED 500 ACRES PROP. N:131,944,670,5 VOL. 196, PG, 416 E:3,502,502,9 D.R.J.G.T, 20'T.A.R. 1; f% REMAINDER OF CALLED 110 10l CENTERLINE ILI 2,1183.50 ACRES p 201 T.A.R. (1) C.C.F.N. 9003030 O.P.R.J.C.T. T.A.R.' 3,045,11 CENTERLINE 20- T.A.R. (1) POINT OF TERMINATION 20"T.A.R. (1): 11:13,943,6615 1 E:3,505,573.2 L. APPROX. PROP. BCPL PIPELINE CP-JE-045.000 FOREIGN SOUTH BEAUK40NT FARMS, INC. PIPELINES REMAINDER OF CALLED 1,020.607 ACRES C.C.F.N. 8825545 VOL. 10242, PG. 1501 D,RJ.C.T. RROJECT NAMri E BEAUMONT CONNECTOR PIP'EUNE PROJECT PREPARED BY.- UNIVERSAL EN CO, INC. I PIRMICT NUMBER: 25296, EASEMENT PLAT - PERMANENT EASEMENT UPON THE PROPERTY OF CITY OF BEAUMONT BCP-JE-045.200-BCP-JE-O47.O00 UNIVERSAL ENSCO, INC. TEXAS ENGINEERING FIRM LIC #: F-1942 PAGE 6 OF 6 TRACT No. BCI'-JE-045.200, BCP-.IE--047.000 UPI Doc No. 25298-26282-250-PPL--0074 ExxonlMobii Doc. No. BTB--BC-BCPL--UP--LDM0075 DESCRIPTION OF A 3.32 ACRE PERMANENT EASEMENT, (DESCRIBED IN TWO PARTS AS SEGMENT 1 AND SEGMENT 2), SITUATED IN THE CHRISTIAN HILLEBRANDT LEAGUE, ABSTRACT NO. 28 AND THE SAMUEL STIVERS SURVEY, ABSTRACT NO. 51, OF JEFFERSON COUNTY, TEXAS, AND BEING UPON, OVER, THROUGH AND ACROSS THAT CERTAIN TRACT OF LAND IN THE NAME OF THE CITY OF BEAUMONT, BEING A CALLED 500 ACRE TRACT OF LAND, AS RECORDED IN VOLUME 196, PAGE 416 OF THE DEED RECORDS OF JEFFERSON COUNTY, TEXAS (D.R.J.C.T) AND THE REMAINDER OF A CALLED 2,183.50 ACRE TRACT OF LAND, AS RECORDED IN COUNTY CLERK'S FILE NUMBER (C.C.F.N.) 9003030 OF THE OFFICIAL PUBLIC RECORDS OF JEFFERSON COUNTY, TEXAS (O.P.R.J.C.T.), REFERRED TO HEREIN AFTER AS THE ABOVE REFERENCED TRACT OF LAND, SAID PERMANENT EASEMENT BEING MORE PARTICULARLY DEPICTED BY THE ACCOMPANYING PLAT, AND DESCRIBED AS FOLLOWS, WITH ALL BEARINGS AND DISTANCES HEREIN BEING GRID, BASED UPON THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS SOUTH CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (NAD 83), US SURVEY FEET, AS DERIVED FROM A GLOBAL POSITIONING SYSTEM (GPS) SURVEY PERFORMED BY UNIVERSAL ENSCO, INC., IN OCTOBER 2021; PERMANENT EASEMENT -- SEGMENT 1 COMMENCING at a one (1) inch iron pipe found at the Northeast corner of the remainder of a called 1,020.507 acre tract in the name of South Beaumont Farms, Inc. as recorded in C.C.F.N. 8825545 of the O.P.R.J.C.T., and in Volume 10242, Page 1501 of the D.R.J.C.T,, same being on the West line of the above referenced tract of land; THENCE South 03°28'43" East, a distance of 269.1 feet to the POINT OF BEGINNING of the herein described permanent easement, having coordinates of North 13,943,570.9 and East 3,505,449.4, being on the West line of the above referenced tract of land, same being the East line of said remainder of a called 1,020.507 acre tract; THENCE North 57033'08" East, through and across the above referenced tract of land, a distance of 1,643.9 feet to the beginning of a curve to the right; THENCE continuing through and across the above referenced tract of land, and along said curve to the right, an arc distance of 96.5 feet, said curve having a radius of 3,605.0 feet, a delta of 01 °32'01" and a chord bearing North 58°19'09" East, a distance of 96.5 feet to a point; THENCE through and across the above referenced tract of land the following bearings and distances: North 59°05'09" East, through and across the above referenced tract of land, a distance of 1,832.8 feet to a point at the beginning of a non -tangent curve to the left, being on an interior line of the above referenced tract of land, same being the West line of that certain tract of land in the name of Jefferson County Drainage District No. 6, being a called 200 feet wide strip of land, as recorded in Volume 251, Page 150 of the D.R.J.C.T.; Along said non -tangent curve to the left, and along said interior line of the above referenced tract of land, same being the West line of said called 200 feet wide Jefferson County Drainage District No. 6 tract, an arc distance of 12.1 feet, said curve having a radius of 1,000.0 feet, a delta of 00041'31" and a chord bearing South 03'11'08" West, a distance of 12.1 feet to a point; THENCE continuing through and across the above referenced tract of land the following bearings and distances: South 59"05'09" West, a distance of 1,826.0 feet to a point at the beginning of a curve to the left; Page 1 of 3 Universal Ensco, Inc. 4848 Loop Central Drive Houston, Texas 77081713-425-6000 Texas Firm No. 10031600 P:\25298/26282\200_SURV\250_PLAT\PPL-Prprty_Plat\PLT Plat_Dwg/Jefferson\BCP-JE-045.200\REV 3\BCP-JE-045.200 Rev 3.docx TRACT No. BCP--JE-045.200, BCP-JE-047.000 UPI Doc No. 25298-26282-250--PPL-0074 ExxonMobil Doc. No. BT13--BC-BCPL--UP-LD-0075 Along said curve to the left, an arc distance of 96.2 feet, said curve having a radius of 3,595.0 feet, a delta of 01 032'01" and a chord bearing South 58'19'09" Vilest, a distance of 96.2 feet to a point; South 57"33'08" West, a distance of 1,649.5 feet to a point on the West line of the above referenced tract of land, same being the East line of said remainder of a called 1,020,507 acre tract; THENCE North 03028'43" Vilest, along the West line of the above referenced tract of land, same being the East line of said remainder of called 1,020.507 acre tract, a distance of 11.4 feet to the POINT OF BEGINNING of the herein described permanent easement — Segment 1 and containing 0.82 acre of land, more or less. PERMANENT EASEMENT — SEGMENT 2 COMMENCING at a one (1 ) inch iron rod found at the Northeast corner of said remainder of a called 1,020.507 acre tract, same being on the West line of the above referenced tract of land; THENCE North 62°04'28" East, a distance of 3,712.6 feet to the POINT OF BEGINNING of the herein described permanent easement, having coordinates of North 13,945,578.2 and East 3,508,713.4, being on an interior line of the above referenced tract of land, same being the East line of said called 200 feet wide Jefferson County Drainage District No. 6 tract; THENCE through and across the above referenced tract of land the following bearings and distances: North 59°05'09" East, a distance of 675.9 feet to a point; North 30"54'51"West, a distance of 20.0 feet to a point; North 5900609" East, a distance of 1,994.9 feet to a point on the East line of the above referenced tract of land, same being the South line of the remainder of a called 22.6 acre tract in the name of Paul Victor Morrell and Roy John Morrell, 11, as recorded in File No. 123624 of the Probate Records of Jefferson County, Texas (P.R.J.C.T.) and described in Volume 1706, Page 264 of the D.R.J.C.T.; THENCE North 86°49'01" East, along the East line of the above referenced tract of land, same being the South line of said remainder of a called 22.6 acre tract, a distance of 107.5 feet to a point; THENCE continuing through and across the above referenced tract of land the following bearings and distances: South 59005'09" West, a distance of 2,090.0 feet to a point; North 30°54'51" West, a distance of 20.0 feet to a point; South 59005'09" West, a distance of 685.7 feet to a point at the beginning of a non - tangent curve to the right, being on the interior line of the above referenced tract of land, same being the East line of said called 200 feet wide Jefferson County Drainage District No. 6 tract; THENCE along said non -tangent curve to the right and along the interior line of the above referenced tract of land, same being the East line of said called 200 feet wide Jefferson County Drainage District No. 6 tract, an arc distance of 14.0 feet, said curve having a radius of 800.0 feet, a delta of 01 °00'14" and a chord bearing North 13034'39" East, a distance of 14.0 feet to the POINT OF BEGINNING of the herein described permanent easement - Segment 2 and containing 2.50 acres of land, more or less. Page 2 of 3 Universal Ensco, Inc. 4848 loop Central Drive Houston, Texas 77081713-425-6000 Texas Firm No. 10031600 P:`25298\26282\200_SURV\25Q_PIAT\PPL-Prprty_Plat\PLT-Plat-Dwg\lefferson\BCP-1E-045.200jREV 3\BCP-JP-045.200 Rev 3.docx TRACT No. BCP-.IE-045.200, BCP--.IE--047.000 UPI Doc No. 25298--26282-250-PPL--0074 ExxonMovil Doc. No. 13TB-BC-BCPL--UP--LD-0075 TEMPORARY WORKSPACES Being five (5) temporary workspaces as shown on the accompanying drawing containing 8.02 acres, more or less. TEMPORARY ACCESS ROAD NO. 1 Being a twenty (20) feet wide temporary access road as shown on the accompanying drawing having a total length of 3,686.3 feet (223.41 rods) and containing 1.69 acres of land, more or less. TEMPORARY ACCESS ROAD NO. 2 Being a temporary access road as shown on the accompanying drawing and containing 92 square feet of land, more or less. This description is provided with an accompanying drawing labeled "Exhibit A" and attached hereto. Page 3 of 3 Universal l nsco, Inc. 4848 Loop Central Drive Houston, Texas 77081713-425-6000 Texas Firm No. 10031.600 P:\25298\262821200_SURvj250—PLAT\PPL-Prprty_Plat\PLT Plat_Dwg\}efferson\BCP-)E-045.200\REV 3\BCP-Jr-e45.200 Rev 3.docx APPLICATION FOR UTILITY CROSSING AGREEMENT OUTSIDE THE CORPORATE LIMITS OF THE CITY OF BEAUMONT THE STATE OF TEXAS § COUNTY OF JEFFERSON § Business Name, -,—MOBIL PIPE LINE COMPANY Business Phone: 800-557-5200 Business Address-, 22777 S rin woods Village Parkwa S rin Tx 773 89 The City of Beaumont, hereinafter called `City", for and in consideration of the sum specified hereinSoo.00 application fee plus5 linear feet for total of513.50 hereby grants to Mobil Pi e Line Comvapy hereinafter called "Licensee", the license to lay, maintain, operate, replace, or remove a pipeline for the transportation of . Oil, gas, water, or products, on or across the following City easement and/or property situated outside the City of Beaumont, Jefferson County, Texas, but being within our Extra - Territorial Jurisdiction (ETJ) and/or Certificate of Convenience and Necessity (CCN) and being more particularly described in Exhibit "A" attached hereto and made a part hereof for all purposes. Nearest Street Distance to Easement Length Linear Foot of Crossin Bo t Road 1 6" sewer line Erie Street 3 125'& 1 6" sewer line r Port Arthur Road 2 20" water line 1 COST OF LICENSE: Licensee shall make payment to the City of Beaumont as follows: License Agreement fee - $500.00 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, 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 Water Utilities Department 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 S). GENERAL CONDITIONS : 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 City of Beaumont utility easements, water or sanitary sewer easements shall be bored from easement line to easement line, within these limits, the pipeline shall be protected by casing or other method approved by the City water Utilities Department. 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 three (3) feet below ground and 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. Such grades and lines shall be indicated on map submittal, as well as depth of proposed pipeline (see page 3). The construction and operation of the pipeline shall not interfere with the 2 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. Excavations necessary for the construction, repaok ir, 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 water Utilities Department. Operations along easements shall be performed in such a manner that 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 structures. The cost of any repairs to structures, sanitary sewer lines, water lines or other easement features as a result of this installation will be borne by the owner of this line. 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 requ10 ired by another governmental entity (County,, State or Federal) to adjoining property shall be obtained and a copy of such document shall be provided to the City. o Licensee shall be responsible for acquiring all agreements necessary for the lawful use of any private property. i A map showing the location of the proposed pipeline shall be provided. The pipeline shall be maintained and operated in such a manner as not to leak and/or cause damage to the City 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 water Utilities 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 41 own cost. • 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. • 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. • 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: $ 300,000.00 per person $1,000,000.00 per incident • Property Damage: $190001000.00 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. • 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. • Licensee shall indemnify, save and hold harmless the City of Beaumont from any and all claims for injuries and damages to persons or property 4 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, its agents, officers or employees, arising from actions taken or occurrences under this license agreement. 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: Licensee shall not be entitled to prosecute or maintain a claim against the City of 40 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. OTHER. CONSTRUCTION/MAINTENANCE WITHIN PROPERTY: • 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 property involved with this license, Notification, to Licensee, of other construction and/or maintenance permitted by the City and within the property 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 (water Utilities Department) and kept current at all times. This number shall be provided to entities permitted to construct, maintain or excavate witliin this City property 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 5 work that may be deemed to be necessary or proper by City in, across, along, or under the property. 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. Whenever by reason of the change in the grade of the property occupied by Licensees' pipeline, 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, Licensee shall be reimbursed fully by the person or corporation desiring or occasioning such change for any expense arising out of such change; 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 within City property. NOTIF I CATIONIIN S P E CTION Any and all work to be performed on City property 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 (water Utilities Department) forty-eight (48) hours prior to the installation of the lines permitted by this license. 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. Licensee shall notify the water Utilities Department 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. no SPECIAL CONDITIONS: Nonassignable 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. Termination This agreement is subj ect 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 Mobil Pipe Line Company P.O. Box 3 827 22777 Springwoods village Parkway Beaumont, Texas 77704 Spring, Texas 77389 Attn: City Manager Attn: Kelli McMahon Upon cancellation, the pipeline shall be removed and property restored to a condition acceptable to the water Utilities Director. 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. 7 Commencement of work on the pipeline by Licensee atter the date of this fully execute license shall be construed as evidence of Licensee's acceptance and approval of th .1 conditions above set forth. IN WITNESS WHEREOF, the City of Beaumont, Texas, has caused these presents 6 to be signed by its City Maiiram. r and the seal of the City to be herewith affixed by the City Clerk, this 3 rA day of &je.> \re n4 b�eh _,, A.D. 2 0 2-:4 0 CITY Of BEAUMONT, TEXAS Printed Name: Title: City Manager A EST: "00 1110001 1100 City Clerk -0 APPLIC NT"Si COMPANY NAME, (Licensee) Mobil Pipe Line Comp4m 0 Represented by, -Kelli McMahon I 9 Agent and Att�orne -in-F'act i� V4 Z CL z z 0 cl. CO tr) co U. �f C4 0 0 0 UJ E= cL w =, 0 00 ILLL) a. eL of 0 ui 2c W, V A R R lit 0 or, UA ui :Z3 M :3pp ray :? low 5::tl uj g LA. uj CIL 0 9 RN IF 0-3 to IN L il id. Lu cv jo 0 s CL 17 z ai 0 Qa lj/l Z 0 ""I f 0ad C) t= 5:? LL U- z Q CL z uj1 LLJ rly C3 FF I Cs g 0 0 M LV6 UOVI CA NOZ-MYH3rOV(UW �Ag MAYS JEFFERSON COUNTY, TEXAS H.T. & B. RAILROAD CO. SURVEY, SECTION NO. 11, ABSTRACT NO. 148 ai z w w w uu Z z z z to 0 O.J �e OZ>- Z :c �E w �: w W -ct X - < ce CL - in LL u- m< > co w ce. c) , t= 0 0 U--JJ >0 u- 0 w ofv _j w 0 LLI CL 0 C,4 w 0 0aoveuj=j WDO 1— 0 <t o 0 CL MCI. Lu i�� OVO -on-w:�e ow 0 n. a- Uj -j :c 0 cLm W R!k z ul a: 0 r-L u- M C> IV Lo to w co + + + + + IT) I + + + + + C) DORIS LN I E: 3472219.72 LAT', 30-0131205 0 LONG: -94-247491ii6o .. . ... . ... - ETC PIPELINE 4L LEGEND oNNBCPL CL RIGHT-OF-WAY PROPERTY LINE EDGE OF ROAD CL ROAD CL RAILROAD oil fill--- TOP OF BALLAST TOE OF BALLAST X FENCE —P— OH POWER LINE i FOREIGN PIPELINE o,— UTILITY y TOP OF BANK TOE OF SLOPE CL DITCH 9 HORIZ: 1"= 4D'I uj c z 8 z 0 ce Z Lu z r UJI, ul LLJ W �! = Lij ui z z co ca U M 0 LU 3: U-0 z 0 L_Ijj > LL 0 Lu LcL> Cuo-, 0 Lu LL 0 ow - z M Lij 0 0 Lij 0. 0 uj 0 o o- uj = 0 LLJ CLS. Lu P O.CL(D 0 00 (9 a- CL 0 CL CL CL CL Z -j 3: LLJ A o (D. o 0 ad a F CL 4 Q-0 m F- LLJ CL Q ui 0 0 CL L71- MCP M T- 00,t-,qt 0) 53 to to CD 4? T v- co 11;t �ct U-) to to + + + + + + + + + + + NATURAL GROUND ......... . rUN DI 20':P. I ...... .............. 20' of ............... 7--ol Cl 1 9 124�-6 -201 ------ --201 126.4 (8# MIN. d 40f - 125.0(81 M� IN. COV.). . V. .401 2 (81 MIN. 0 -60'-- CCTV.) ......... (51 MINf. CLIP.), - - - - -601 .80, ..... ......... -80 100, -1001 -120'j ................ -120' 4-18-2022 1+00 1+70 PROFILE CL PROPOSED 36"BCPL PIPELINOF E �v HORIZ: 1"= 49 . NOTES: I (T.O.P. EL,. -98.5) �V: 0 P'. v K ,I = Ivu i. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5'PAST THE RIGHT-OF-WAY LIMITS. 0. 2, PROPOSED PIPELINE WILL MAINTAIN MINIMUM XCLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. 3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF). 4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES. 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD; DURING CONSTRUCTION, a- SPECIFICATIONS: 1. PRODUCT: CRUDE OIL i 2. CROSSING PIPE: 36.00" O.D. X 0.741" W.T., API 5L, X70, SAWL, DRL, 12-16 MILS FBE & 20.24 MILS ARO 3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG 4�. INSTALLATION METHOD: HDD JEFFREY C. DELEO of 93803 cs 0 ) 40 EN 'Woo 0 0 ��— S� DATE 03/1512022 'CHECKED AS DATE 0311512022 Nor & DITCH CROSSING DRAWING DATE 0:311WO:22 ,..SCALE ASSHOWN PROPOSED 36" BCPL PIPELINE JOB NO. 25298 BiOYT RD (jEFFERSON COUNTY) Universlail.P. egyasus, �l 13CIP-JE-027-240.900 & BCP'-jE-i029.2i,30.,900 INTERNAT101NAL Texo-A ftel0steled, Eingincering, Firrsr F-V)42 DRAWING NO. ISSUED FOR PERMIT BTB-I3C-I3CPL-UP-RD-0006 UPI DRAWING NO,: 252'98-26229-415-PNM-0006 JEFFERSON COUNTY, TEXAS LEGEND H.T. & B. RAILROAD CO. SURVEY, SECTION NO. 14, ABSTRACT NO. 566 13CPL CL —WW— RIGHT-OF-WAY SAMUEL STIVERS LEAGUE, ABSTRACT NO. 51 —t— PROPERTY LINE EDGE OF ROAD w Z CLROAD 0 uj 0 ui z C3 cc; w CL RAILROAD 0 6 C5 TOP OF BALLAST ce 7 0 Z qz z w 0 -1 cz< TOE OF BALLAST u-i z - < w < — X FENCE w W).4 ca M LL LL 3: kM ?�: ; Z - Zo u- u- 0 0 u- 0 t-Lui z —P— OH POWER LINE =i LIJ M w oot= 0 ui LLJ 0 lzoo =i w uju ujo. 0 CLO CL 0 0 CL 0. a- Z ui fj� FOREIGN PIPELINE a: j 0 0 0 Lu UTILITY uzj a-2L ox-j o 0 a. u- a: -cc ou 0E-P-U_ a- TOP OF BANK C) 'r- LO CID r- 00 TOE OF SLOPE CD C) C> 00 00 17) Lo m BROOKSRD T + + + + + + + + + C) C> v— T— lr— cq CN 04 CL DITCH \ E: 3490570.02 k \ ABANDONED UTILITY 12"EMOC-141 PAL CL PROPOSED 36," BPI PIPELINE LAT: 30.O176067* j" ------- 0 7, 1 LONG: -94,1892508 7 26-61 30.01 10" EMOG-139 P/L ............. 0 ' 600 �7APPROX. BORE PIT APPROX. BORE PIT-1 52'EDGE OF BOP-JE-03875'EDGE OF -910 APPROX. BORE PIT TO -o-I APPROX. BORE PIT TO EDGE OF ROAD EDGE OF ROAD PLAN H2ORIZ: 1" = 50" 9 w 14 ct: z c w w LLJ uji Z' 0 < 6 z z 0 w 7 0 Z (t) m oe 0 1 izct wi _71P - z A, Lu - ca W 3: cd w w u- CC) LLJ :3 x "� �? LL Zuj —-u- i 0 u- du_ Lj Z ::3 Z 0 o g uj 0 -3 IX 0 0 t.LJ 0 ado (1) ui UiZ WE CL (L 0 CL 0 Q- CL a- 0 41) " 00 00 0) LO clr> C) 2! 8 (cyy)00 ) m m 9? ++ + + + + + + TO 20, ............ ...... ................ ............ ............... ....................................... 20' NATURAL GROUND 101 ...... ... ...... .... .............8 ............. .......... ............... 1.4 (6 (101 0w '9.8MIN. COV. C' 0' 5' MIN, COV. ) 5' MIN. COV. 996 28'9 20.72.1R1.0 1 01 ............ .................................... .. 51: IN. CL. ........... .'-01 2 ) JL- I ... ..... . ..... I ............. L �4= SEE NOTE 6— .10 . ........ 230"CROSSING PIPE APPROX. -10 APPROX. 1+00 2+010 3+00 BORE PIT 3+72 BORE PIT CL PROPOSED 36" BCPL, PIPELINE J PROFILE LL T.P. EL. --71 ) ui HORIZ: 1 50' 5-27-2022 > (.O1 VERT: 1" 20' lmcft ft4 NOTES: v 0 F 3j; , 0 # 0 6 0 0 9 a- 1. CROSSING PIPE ELEVATION SHALL EXTEND A M,INIMUM OF 5"PAST THE RIGHT-OF-WAY LIMITS. too a. #Q.. 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM CLEARANCE OF 6 FOR CITY OF BEAUMONT UTILITIES AND MINIMUM 21 FROM OTHER UTILITIES AND FOREIGN LINES. AV to v toYYY 3, COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX63-SCF), 60 to CL 4, ALL UTILITY DIAMETERS AND DEPTHS TORE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES. ;0 o 0 00 & 00 6� 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN, THE FIELD DURING CONSTRUCTION. �0- 0 #0 0 00000 10 * 00 0 too 0 0 04 to 0 0 0 0 o to0 0 o" W. 6. DEPTHS OF HIGHLIGHTED UTILITIES SHALL BE DETERMINED VIA HYDROVAC DURING CONSTRUCTION, f- JEFFREY C. DELEOYNNYYYN W If :i w SPEC I Fl CATIONS: L& 93803 .#*,q- oto 4; air CL 1. PRODUCT: CRUDE OIL . # e 2 CROSSING PIPE: 36.00" O.D. X 0.750"W.T., API 5L, X70, SAWL, DRL, 112-16 MILS FBE & 20-24 MILS ARO 3. MAXIMUM OPERATING PRESSURE: 1,300PSIG 4, INSTALLATION METHOD: BORE L 5. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM DRAWN JMC DATE 02117/2022 71 BEAU ONT CONNECTOR PIPE --IN ,E PR JECT@C,I CHECKED JGL GATE E 02117/20722 ROAD CROSSING & APP'D Al DATE 02/17/2022 0 fill E n M b r i SCALE AS SHOWN SHEET I OF 2 TEMPORARY CONSTRUCTION APRON DRAWING JOB NO. 25298 PROPOSED 36" BCPL PIPELINE S MAJOR DR / F'M 346 (TXDOT) a. 1-iniver'sla, f"I'legas 0 BC P-Jl E-038.91 us 0 u- INTERNATIONAL z 05/27/2022 ISSUED FOR PERMIT Texib Regkiered Emgjo<rdnx Fivau F-042 DRAWING NO, BTB-BC-BCPL-UP-RD-01046 REV. 0 UPI DRAWING NO.: 25298-26229-415-PMW-0046 40 ok 0 Ian "Mal oilw ,mom= m IVA is) N: 13947490'.67 E: 3492928.69 N: 13947459.18 N: 13947420.37 LAT: 30.01355300 co E: 3492982.00 E: 3493047.72 C5 LONG: -94.1819,8360 LAT: 30.01346050 LAT: 310.0133464* x LONG: -94.18181940 LONG: -94.1816170' PLAN MAJ R DR. HO,RIZI: 1"= 100' I-- V- c� C3� uj N" iz R: UJ < W W _J W Q oQa i� 0 3: ot2i oQ= C) 0 z n- 0 W o 00 OZW -z ot� W W >Wfx c) z Lu W W- 0� V) < Ljj W uj W C) * CL Co (f) kr-LLcd>>4clou-W (Du-W 10 W uj LL -i A LL tc ui C) Lj LL 0 W 00 0 Pi 0 CIO, 0 t. t 0 1�- C) 0 (D 00fel-gooLL Z iLLJ W V. V.� LLI O:D Oa Z CL Ck. z (-) 2 OWCL(D— 00CL, (D Q C6 Luolk-jopa.j� L002L -i -j jj-jjo64!k0Q-j a C) z d. 2 OW Q Z 3: %L-A900 Q *U**j*Ol LLJ F- C14 W 0 u. W 5 =30!� D p- eq Lo 00 LOM to a) v— CD M c;o v— " " W� cn T, vA - C) -r- NATURAL GROUND + I + + + + + + + A C) + + +11 v- i4A + + C4 mmmmmm "Ict lq* Ict m 401 ................ .................... .................. 401 6 .... 201 ........................ I ........ ................ .... 0 ....... ..... ............ ................ 61.11.ol LL 73.6 W .201--- (101 MIN. COV.) (101 MIN. COV. 81.21 86.41 ..... —201 -401... ............... (101 MIN. COV.). .(101 MIN. COV.,), (51 MIN. - CLR.) — -4,0 0. -60' - — ..... .......... ........ I ........... — -60' -80' ..... . CL PROPOSED 36" BCPL PIPELINE . « .......801 .100, « .«...... (TAP. EL, -45,91) ............ -1001 1+00 2+00 3+00 4+00 4+42 cr- PROFILE 0. HORIZ: 1 100" NOTES': VERT: 1" =109: 0 W 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5'PAST THE RIGHT-OF-WAY LIMITS. two 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM Z CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES.. 3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, US. FOOT (TX83-SCF). 4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION / INSTALLATION! ACTIVITIES. 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. C, SPECIFICATIONS,. 1. PRODUCT: CRUDE OIL 2. CROSSING PIPE: 30.00'O.D. X 0.750' W.T., API 5L, X70, SAWL, DRL, 12-16 MILS FBE & 2,0-24 MILS ARO S. MAXIMUM OPERATING PRESSURE: 1,300 PSIG 0) 4. INSTALLATION METHOD: HOD !N & CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM DATE 02118/2'022 CHIECKED JGL 02118120,22 gjag FDATE 0211812,022 'SCALE AS SHOWN JOB NO. 25298 ISSUED FOR PERMIT ISSUED FOR PERMIT ISSUED IIIIINI FOR PERMIT 5-214-2022 4m OF r,4%% olm .094 AW c� "00 oop JEFFREY C. DELEON ROAD CROSSING & TEMPORARY CONSTRUCTION APRON DRAWING it PROPOSED 36" BCPL PIPELINE 1-10 (TXDOT) BCP-JE-Oi39.900, BCP-JE-039.910, AND BCP-JE-039.920 INTERNATIONAL., Toxas Rellisteted EnginceritAg htjw F-1912 i DRAWING NO. BTB-13C-I3CPL-UP-RD-0047 UPI DRAWING NO.: 25298-26229.415.PMW.,0041 W uj ce ol a tzg w z CL CL W a. (L < 8 MP�L-1 13 PIPELINE T 8"MR-1 PIPELINE—//- KINDER MORGAN PIPE�LINE—,�* 14.5' N: 139467,2.3 E: 3494161.8 LAT: 30.011412 LONG: -94.178185 LEGEND BCPLCL —RA— RIGHT-O,F-WAY e— PROPERTY LINE EDGE OF ROAD CL ROAD CL RAILROAD TOP OF BALLAST TOE OF BALLAST X FENCE —P— OH POWER LINE i FOREIGN PIPELINE u UTILITY y TOP OF BANK TOE OF SLOPE CL DITCH ii-1141=01 Hil Iwo 1610' il ION 243 CL PROPOSED 36" BCPL PIPELINE PLAN HORIZ: I" = 40' w w, w 0 0 a w LL 0 w X Z� UA CLwJ tu a. NATURAL GROUND Lu CL 4 + 401 ...... ....... x. 2 - - - -y ............... y 01 ........... -20' - - ...... 40t • APPROX. 910.4 .......... (351 MIN, CLR.) -601 .......... ....... 1 -80 . w « . • . . • .. « w . x « ...... 100 .............. ...... 1+00 PROFILE HORIZ: 1"= 40' VERT: I"= 100' gmimm lw=ml 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5PAST THE RIGHT-OF-WAY LIMITS. 0. 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM 2CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. 9 3. COORDINATE SYSTEM: NAD B3, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF). CL 4x ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES, 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. 0- SPECI�FICATIONIS, 1. PRODUCT: CRUDE OIL 2. CROSSING PIPE: 36,00" O.D. X 0.750' W -Tr, API 5L, X70, SAWL, DRL, 12-16 MILS FBE & 20-24 MILS ARO 3, MAXIMUM OPERATING PRESSURE: 1,3DOlPSIC 4. INSTALLATION METHOD: HDD Fuj CL PROPOSED 36"BCPL PIPELINE 5-3-2022 0 F JlEFFREY C. DiELEON ;0 93803► 4,- 000.11 0 ode UKAWN JAL DATE 04113/2022 BEAU MIONTCON N ECT'OR PIP IN PROJECT (BCPL CHECKED JCD DATE 04113/2022 APP'D AK DATE 04113/2022 SCALE AS SHOWN iSHEET iOFI JOB NO. 25298 7,�,l,,,*t�ver'salPegasus INTERNATIONAL ISS . LIED I FO .. R - PE - RMIT Texas lketisterecl Fifrw F09112 WATER LINE (CITY OF BEAUIVIONT) BCP-JE-040-930 ;TB-BC-13CPL-UP-RD-0094 UPI DRAWING N 0— -26229-415-PMW.,0094 JEFFERSON COUNTY, TEXAS SAMUEL STIV'ERS LEAGUE, ABSTRACT NO. 51 0 z z uj uj i b ec-o' i•w ce m u> ui 0< co 0 w <0 4 ig 0 cc p Z 0 Q Ciec�ozw w' z w;;Fc < F-- WH LI-0. �cf3 assw uzj?�-. , w > 0 (:) 0-j v- In 0 U) u- X 3: 0 w 0 Uj CL (Do =)CLCL UjCL o LK CL Lmow c�ca za j, 0 IL L CL 0 00 Uj LL D It- 0 00 LU 12 00C 3 H o m(ow 0)0), T-rom-N-u,)mc000c000 (=> Co Co C) C) (D Ce) !? (D (.0 t— 00 Cr) M C) v— v— V— v— v— v— T— Tl— T— c%4 z PLAN HORIZ: 1" 50' Lj z z > u) uu 0 0;0 uj CO Cq -il > ui z 0 z 73 < I LLI re Uzi Q0 -J no 3:&0 z "...0 1"4 z o iz V 0�ILL LLJLucoCL cL p >,r- -r LIJ Co >4 Uj LU z > 0 C) 0 -�, TV D3- 3: 30 0 uj 0 j iricL L) 1:5 0 =) IL CL Z (D LLJ �e (1) CL 5 o CL CL Lu CL a- CL 9.:Zouj baLo ZN-J, a -itoom < CL 0 L— (.) cd, uj u. D 0 00 W p co C) v- F- 4< WL 0 40 m (Do) 0)01) f- T-- LO M 00 00 OD 00 M C) 40 C) C) C) ce) to) (o w V— I,%- w m m m + + + + + + + + + + + + + + + + 40 ..................................... NATURAL GROUND y 2 2 0 ky. ........... . 0- oll -j .. ...... 93.9 97.21 b.7' `. 1 -401 ......... (101 MIN, (51 MIN. (5MIN Cov.) CLR.CLR.)) -801 ......... -100, 1 ......... ...................... 1+00 2+00 Von NOTES" CL PROPOSED 36" BCPIL PIPELINE PRO (T.O.P. L. -84.81) FILE HORIZ: 1"= 50' 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF a' PAST THE RIGHT-OF-WAY LIMITS, VERT: I" = 100' 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM ?CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES, 0. 3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF), 5 4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION / INSTALLATION ACTIVITIES. (L 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. m SPECIFICATIONS: 1. PRODUCT: CRUDE OIL 2, CROSSING PIPE: 36.010"O.D. X 0.760" W.T®, API 5L, X70, SAWL, DRL, 12-16 MILS FBE & 20-24 MILS AR0 3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG 4- INSTALLATION METHOD: HOD v- S. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM TPO PIPELINE MPL-1 13 PIPELINE MR-6 PIPELINE MR-1 PIPELINE 401 ol -20' -40' -�60' -80' -100, LEGEND BCPLCL RIGHT-OF-WAY e— PROPERTY LINE EDGE OF ROAD CL ROAD, CL RAILROAD Ill 117- TOP' OF BALLAST TOE OF BALLAST X FENCE P— OH POWER LINE FOREIGN PIPELINE UTILITY y TOP OF' BANK TOE OF SLOPE CL DITCH 5-18-2022 0 F� am ow I ow e, ;0- JEFFREY C. DELEON 93803 4% DATE 03/01/2022 moo] CHECKED J ATE 03101112022 ROAD & DITCH CROSSING DRAWING LDATE 03/01/2i022 W--N­]��Hl�� IOFI PROPOSED 3i6i" BiCPL PIPELINE 'JOB NO. 25298 SH 124 (TXDOT) os 41 � Pe, isus (int"ver 11 9 mi b INTERNATIONAL BCP-,JE-040.920, BCP-JE-040-925p & BCP-JE-041.300.90 0 I i ISSUED FOR PERMIT ISSUED FOR PERMIT 'FcAa,4 flegisteted 1�6M&Jrimc�c6ng Fisvw F-1942 DRAWING NOi. 13TB-BC-BCPL-UlP-RD-0050 . ..... .. . ..... . . . . ....... .. .. ... UPI DRAWING NO.- 25298-26229-415-PMW-0054 9 APPROX. BORE PIT-\ r 26' MN A A uj z Z z z uj 0 0 0 z X W < ad CL 0 z wq, < M UJ ca u-�; W XzuLL 0 0 u- mow mt=ow 0 uj w 0 a- CL Uj a CL ll- (5 00 u- w 5;0i 0 -0a.1 &Do CL won. L3-,-j og ZY) .6o 16-J poo CL illl- -cc d. 0 5 4 05- 5 cili Utw--, LU Ill— Mi vl0 1-- cp co c:0 v--s P-. C) m m LO to (N M (p co om C) C:CD LABELCE RD, PLAN HORIZ: 1"= 60' LEGEND 13CPLCL RIGHT-OF-WAY PROPERTY LINE EDGE, OF ROAD CL ROAD CL RAILROAD r Ul n --vp TOP OF BALLAST 3: TOE OF BALLAST Cj X FENCE 2 —P— OH POWER LINE uj FOREIGN PIPELINE W0 3 j —U— UTILITY CL uj —y TOP OFBANK CL 0. < CL TOE OF SLOPE V) CL DITCH 01 ce uj Ne M �e ce W uj 1 w Ld 0: z Ulf ui Lu :3 z ui z �e LU ce cd coa co ca < � , >4 UJ e% Z LL R1.0 mo >4 Lu� u- 0 u- 0 z LL- 0 L :3 0 E2 uj Im u- U. co 0) > m CO LULL O� Z(,) LLLU >oii: ✓o k o u, o �? UL 0 0 0 uj 01 0. wa. 4 a. flo,,j Ix 0 wt 0wv--uj0w0— 0 CL I -i C) (D Z� a (9 En -ji -1 0 ce j ill- CL m 0 fl- "t w D c4i 5 w tl- 5 Co + + 9 9 C) to "M.c LO 14* + + + + C) CO 4= U*) (0 C4 m (0 00 0) 201 C4 ............................ ........................ .............. ........... ...................... L GROUND -�151 (151 MIN.) NATURAL GROUND 18l(51 MIN.), 20' 10 .. .... : ....... ............... - - —.. -u • ....... .. ..... 101 25.68' CL PROPOSED 36" BCPL PIPELINE 2�2.511 17.1' 0 ---------- 26.53' -(T.O.P. EL. -10,41) 19.2' 26.15' ... (8'MIN. WMIN. .. ... ' .. 1 —01 (81 MIN, COV) COV.) COV.) APPROX. 26.001 BORE PIT ........ ........ ..... ..... • 17.91 (51 MIN. CLR.) -20 m«Y.«Y«Y««1....... .................. ... ........... 5.0(51M1N.CLR.)-- ........•................ 1,0 Q0Q1 000CCI 'r- PIPB -14-00 APPROX. 0+00 1+00 2+00 2+92, BORE PIT PROFILE HO,RIZ: V = 60' 0 F i TSB 4-28-202,2,.r"O VERT- I It= 301 Owl 1. CROSSING PIPE ELEVATION SHALL EXTEND A MINIMUM OF 5' PAST THE RIGHT-OF-WAY LIMITS. 2w PROPOSED PIPELINE WILL MAINTAIN, MINIMUM 2'CLEARANCE FROM UTILITIES AND, FOREIGN PIPELINES. 3, COORDINATE SYSTEM: NAD 63,, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF). 4l, ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES. 5. THE, PIPELINE MARKER LOCATIONS SHOWN HEREIN' ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. SPECIFICATIONS: 1. PRODUCT: CRUDE OIL 2. CROSSING PIPE: 36.00" 0,.D. X 0.750w W.T., API 5L, X70, SAWL, D�RL, 12-16 MILS FBE & 20.24, MILS ARO 3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG 4. INSTALLATION METHOD: BORE DATE 03114/2'022 II CHECKED AI S DATE 0,311412022 of me gja:m=��� DATE 03/14/20,22 SCALE AS SHOWN SHEET 1OF1 .... . . .... ... .. JOB NO. 25298 Ml� =1010 ISSUED FOR PERMIT "IMffaollb 1I tj f'11ve,rsatPegaS11S I NT E R N iA T 10 NA L Tcxau, Regjisseted Etqlnecorioij F�rowF-1942 JEFFREY C. DELEOiN 93803 ill, "folio, 00, 10#f off rr C', 1111 �TIIIIIIIIIIIIII ;1TB-BC-BCPL-UP RD-00152 UPI DRAWING NO.: 25298-26229-415-PMW-0052 ul) T_ LIBERTY COUNTY, TEXAS LEGEND JOHN VEATCH SURVEY, ABSTRACT NO. 55 BCPLCL w —RA— RIGHT-OF-WAY W, Uf PROPERTY LINE EDGE OF ROAD CL ROAD w CL RAILROAD 0 9 9 if 09 111 rrr- TOP OF BALLAST 9 0 TOE OF BALLAST ui 0 x FENCE cn 08 x z p OH POWER UNE M W M M CA. uj FOREIGN PIPELINE CL c Tso rL w CO-N CO UTILITY 4c CL v— 4t, v— 00 CL TOP OF BANK CD C4 Co U*) m r­ TOE OF SLOPE T + I? + T_ IV— V_ CL DITCH N: 1395089O.E BCP-JE-062.9010 N: 113950895,07 E: 3518712.91 E: 3518720.00 LAT: 30.01994980 LAT: 30.01996060 LONG: -94.100113201 LONG: -94.10013610 CL PROPOSED 36 BCPL PIPELINE .......... . .. . ....... 21.9' 18. 1' 1 '63o 620 22 . 2' 193 'm 12"EMOC-141 P/L PLAN 10"EMOC-139 P/L HIIORIZ: 1" = 40' Uf ur z uj z w 0 cc CL 0 2 z ce z CL W CL uj CL U) ib OD - N C4 t 0- T- "e Cq co CL NATURAL GRO1UND C= + 2 0 1 lqr" C4 .............. ........ .............. ...... 20 5'(5'MIN.) 5'(6MIN.) 101 "I ­_ _. ....6.71 (61 MIN. CLR.) y......... ....... 10 4'MIN. COV. 5.0'(5'MIN . CL,R.). 2' I' CLR. ............ V' Mill ------ 01 ......... -CL PROPOSED 36" B,CPL PIPELINE ............. lot 10 ............... (T.O.P. EL, -1.61) 1 17'CROSSING PIPE -201 ................ ......... ............................................... .20' 4-29-2022 1+00 2+00 2+48 PROFILE 4ft 0 F HORIZ: 1"= 40' 440 , Am A'V�� 's,00#0 NOTES: VERT: 1" = 20' AV AV t I. CROSSING, PIPE ELEVATION SHALL EXTEND A MINIMUM: OF 5'PAST THE RIGHT-OF-WoAY LIMITS., 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM 2 CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. 0vA 3. COORDINATE SYSTEM, NAPS83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF). 000000001## 9 0 9 0 O 4, ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES. f! JEFFREY C. ELEON 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. 0. $ 0 **a ** * 6 a so 0 0 top 0 a *0 0 0 0 spe 0 0,0 * 9 00 6 0 t 4,11 SPECIFICATIONS: o$% 93803 q- W 1. PRODUCT: CRUDE OILw"wwmop 2. CROSSING PIPE: 36.00" O.D. X 0.516* W.T., API 5L, X70, SAWL, ORL, 16-32 MILS FBE 3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG �AA L 4, INSTALLA71ON METHOD: OPEN CUT owl w Nii CHECKED ico-7 FID E 04/1312022 . . . ..... . ................... . ... .. ... . . ...... . . ...... . . . ........ UTILITY CROSSING DRAWING waa �DATE 04/13/2022 . . .... .. ..... . ..... SCALE� AS SHOWN SHIEET 1OF1 PROPOSED 36" 13CPL PIPELINE m SANITARY LINES (CITY OF'BEAUMONT) 'UniversalPegasus B�CP-JE-1Ni62-900 DRAWING NO. ISSUED FOR PERMIT BT13-I3C-I3CPL-UP RD-0095 UPI DRAWING NO.: 25298-26229-415-PMW-0095 ua a I ill''ll 111111", JOHN VEATCH SURVEY, ABSTRACT NO. 55 UV 00 CIO) . UJI z j Lu *%wo LLmr mkw=m u- LL 0 4 0 u- 0 Uj LU 3: OLLPO Zu 0 0 cz Zj 0 LLi uj UJ 0 �� . wo uji o a (D a. ��e M it Z LL 0 0 b 00 mLu a)Co (� clr> C> v— + + + + T- Q uj �- " (o 01) CNJ to 2 T To +o 52 N: 13953334.52 13CIP-JE-064,910 E: 3522790.66 6 61 20 LAT: 30.02619320 LONG: -94.�0869381 0 890 24"CULVERT 12" EMOC-141 P/L--\ 10" EMOC-139 P/L--/ 00 16.61 L Ll 17.6 ETC P/L HIGHLA—AVE, PLAN HORIZ: 1"= 40' co ui se ci �e z z -j! w I %*.W ce - c� CIO —1 tu m 9 w < u- co uj > LL �- 0 Z, u- UL- ou- k 0 0 0 w _3 1= 0 Lu UJ 0 0-0. LU 0 CL (D to Lu -j 0 a 0 f2 C:) Z CL co 4= 01) w NATURAL GROUND + =+ <0 r-- 00 co + + + + + C� %- N- 'r- T.- It 0 40 .. ........................................ 40 201 ... ...... .. .................... ...--201 101.3I g ol ............ ....... ..... . --ol .2011-- - - ................. ................. .. -20' (51 MIN 9 - - - 981 ........ (1 a' MIN, COV.) .... CLR.) 40 ......... -60' .80 11,11 Np ..................... -100, ... ......... ........ I ....... -1001 1+00 1+95 CL PROPSE D 36" 8CPL PIPELINE PROFILE (T.O.P. EL. -87.,5,1) HI RIZ: 1" = 40' I lrrl*r. 4" — 4Ae%l NOTES,: 0. M f= 1. CROSSING PIPE ELEVATION SHALL EXTEND A M IN IMUM OF 5PAST THE RIGHT-OF-WAY LI MITS. 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM Z CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES, CL 3. COORDINATE SYSTEM,: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, US. FOOT (TX83-SCF). 4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION I INSTALLATION ACTIVITIES, 6. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN' THE FIELD DURING CONSTRUCTION. ce SPECIFICATIONS: U."ll >j i. PRODUCT: CRUDE OIL 2. CROSSING PIPE: 36.00" O.D. X 0.750" W.T., API 5L, X70, SAWL, DRL, 12-16 MILS FBE & 20-24 MILS ARO DATE 02/2812022 l[AVA CL CHECKED JGL DATE 02/2,8/2022 0 c) APP'D AK DATE 02/28/2022 p 111311 1011, J, pl, f r 11 0 111 ic"Mrf'o M b' A SCALE ASSHOWN SHEET I OF I I 'Aff Rollo", or/3F, co JOB NO. 252198 i 4, 1 U Plejuls'llsl U. z 1 05/17/2022 ISSUED FOR PERMIT o INTERNATIONAL lo flegijorAed Engineroirill; fl"liim� F-1912 DRAWING NO. 0 04/06/2022 ISSUED FOR PERMIT.."Fou LEGEND BCPL CL —RA— RIGHT-OF-WAY e— PROPERTY LINE EDGE OF ROAD CL ROAD CL RAILROAD TOP OF BALLAST TOE, OF BALLAST' X FENCE P— OH POWER LINE FOREIGN PIPELINE —u— UTILITY y TOP OF BANK TOE OF SLOPE CL DITCH 9-2022 Oft N*%j II 4ft 0 F A JEFFREY C. DELEON W 40 oodoiso L SH 93 (TXDO,T) 13CIP-JE-064.9101 & BiCP-JE-06i4-915 vpq13-I3C-BCPL-IUP-RD-0061 UPI DRAWING NO.- 25298-26229-415-PMW-0061 La L.ju 0 W uj 0. -J 19 w LA. a. CL CL Oct Ck C) to + X N: 13954024.22 E: 3529118.22 LAT. 30.02735580 LONG: -94.06686870 A MMM^V f'%^Mr' r%l"r &AOOOOO" I JEFFERSON COUNTY, TEXAS LEGENID JOHN A VEATCH SURVEY, ABSTRACT NO. 55 8 1 CPL CL Id Ii 00 son pip .0e AfV, 930.6'��l 10" MR-1 6A P/L 1.0011 0-1 36.1' 84"EDGE. OF APPROX. BORE PIT 351 EDGE OF F x x TO EDGE OF ROAD APPROX. BORE PIT' io" MR-1 6 P/L PLAN TO EDGE OF ROAD SUNOCO MPL-108 P/L HORIZ: 1" = 60' z w- ce z uj LIJ >- z C3 _jl �2 Lu Lu z 0 w Of 0 CL 0 m z z M uj COL 002 ow Mj 0z 02 w uj 3: LLI 3: Uj Lij 0) k u- cl Zo LL- M U) M ui k 3:, cc Z � 8 -ZLLOOE odou-ou-u- 0 0 0) 0 CL -JI 0 0 Ljj =3 %-' 1-- 2 Lu 0 ui Lul LL11 0 =i0c2.uji0.v-w0i=C)00-jwa.0 w CL 0- a. 0 0) .1 01 CLZ W 0 �2 0 uj uji CL (D 0) -i (9 ta. 0 Lij a- z W CL 0 -j Lu 01 -j CL uj zw—CLOG-0-AW00-jo 3: z LL- Lc) 00 C4 c a) C m ) 13 C.) C) 0) 14 y ct u") m C> ("o Lo tom. CF) 0) 0) M 0 + C) + + + + + + + + + + + + + + + +T + 5? + CD vm 'I "r— T. 1111i IN " " IN m m mmmm co cli m m 1111 Ict 'Tt 11qr 30 ............. ....................... ....... ..................................... 1 51 MIN k ................ 27(.) .. 151(5' MIIN.) NATURAL GROUND 201 .... .... ... ....... ..... ... SEE, NOTE 6-:1 SEE NOTE 6 . ...... wn,n".n.— 201 13.0' 101' 14 87" 5'MIN. COV .......... (51 MIN, COV) ..... 51 MIN. COV .................. -15.461.... 5"MIN. CLR. 16.131 ........ - ....... L ................ ................. -1'2.2'(5'MIN. COV.) ..... .. 0 0 ...... .. ............. ...... ... .......... 9.1'(5'IN. COV,) "j ..... .. ........ -51 APPROX, 1+00 21+ 00 '14C, R OSSING PIPE 3+00 4+00 ow 4+67 BORE PIT CL PROPOSEDI 3,61" BCPL PIPELINE PROFILE 51 MIN. CLR. APPROX. (T.O.P. ELI 6.41) HORIZ: V`= 60' BORE PIT VERT: V = 310' N 0- r- I. CROSSING PIPE ELEVATION: SHALL EXTEND A MINIMUM OF S'PAST THE RIGHT-OF-WAY LIMITS. 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM 2- CLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. CL 3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF). 4. ALL UTILITY DIAMETERS AND DEPTHS TO BE CONFIRMED PRIOR TO EXCAVATION / INSTALLATION ACTIVITIES. 6- 5. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. 6. DEPTH AND SEPARATION W'ILL BE DETERMINED BY HYDROVAC DURING CONSTRUCTION. ce. SPECIFICATIONS: 1. PRODUCT: CRUDE OIL 2. CROSSING PIPE., 6.OW O.D. X 0.688"W.T., API 5L, X70, SAWL, DRL, 12-16 MILS FBE & 201-24 MILS I ARID c1f 3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG LTO- 4. INSTALLATION METHOD: BORE DATE 0310912022 CHECKED jGL ",DATE 03109/2022 DATE 03/09/2022 SCALE AS SHOWN 1*4:144-1141S 00rr br IMoI JEFFREY C. DELEONyy SULPHUR DR / SPINDLETOP RD (CITY OF BEAUMONT) BCP-JE-077-900 it 13CP-jE-078,900 13CIP-JE-078-910 BCP-IjE-079-900 ISSUE01 FOR PERMIT Nwo INTERNATIONAL DIRAWING NO. ISSUED FOR PERMIT BTB-BC-BCPL-UP-,RD-0,069 Jim ... ........ UPI DRAWING NO., 25298-26229-415-PiMW-0069 JEFFERSON COUNTY, TEXAS LEGEND PELHAM HUI MPHRYS SURVEY, ABSTRACT NO. 32 13CPL CL —RA— RIGHT-OF-WAY P— PROPERTY LINE EDGE OF ROAD CLROAD cn (n 0) CL RAILROAD %- to 0 tu TOP OF BALLAST to 00 TOE OF BALLAST 0 e4 C4 uj 0 W uj X — FENCE uoji� P — OH POWER LINE LO C; R �e z W c> CLO CL FOREION PIPELINE zo 0 w 0. < 0 <elf j z C5 W cr w -1 2 -j q UTILITY CK �c (D --I a_ >4 ul cd uj uj ca u- ui w U-9 >4:r ca TOP OF BANK 4 u- m (n >4 Ca LL u- 0) >4 mu- %..W u- y u- 0 1.1 0ou-2 U-0 0 u- U-0 Ou- U-0 W j 00 ULj z ujt=0 OUJ 1� uj 0 OLU UJO 2 OUJ a. LU ZCL CL CL w CL 0 0!� 00 -j 0 b 00 -1 0 Op a. GOLDEN-l" CLU-f-000t- �- Lu 0 u- wu�- �-w 0 w w �-w 0 z w <0 pw Mom 'Itt m C� 934 m ann=- Mc:o m w p V w w rl-- 00 co Cl v— 2 (D t*-- C000 " ) 2 cco r-7- r%- TRIANGLE P/L ++ + + + + + ++ + ++ ++ To ++ ++ ++ " C14 <4 C*4 04 "04 cv) M ce> m cle) co I of c N: 13952818.56 P-JE-083.920 E: 3533259.69 N: 13952771.11 LAT: 30.02356260 N: 139521866.66 1 35' E: 3533208-57 LONG: -94.0539541 0 840 E: 35�33311.51 331 LATM 30,02343820 LAT: 30-02,368870 LONG: -94.05412190 LONG: -94.0537841 0 . I .. ....m'llow- 01101u —o o.—ilu 85* 840 m 43 CIL PROPOSED 36 BCPL PIPELINE BCP-JE-083.900 + )0 AMOCO RD. EXIT AMOCO RD. EXIT' AMOCO RD. EXIT PLAN IF ORIZ: III = 50" (0 0 Lu 00 C4 ui w uj M 4t. 40 T": 0 ujii 0 < ul CL 0 zc) >- C4 OZ 0 02 -4 ly W 0. �Ew 0 - �-% j <w cr- < w 4c j ix _j M <w w< 02 >4 w m uj ED cd u- MLL (/) j Ca LL. 0 uju- fo- Ll-n U-0 Ou- LL0 LL 0 0(-)LLd q 0 LL 3: 0 Lij z LuEoce 0L-Lj (-91-- ui 0 ce oul ujo Ow CL lou ZCL CL CL (D 0 (Doul CL(D M (D Ljjft- �(!) (Da. CL a. 0 CL 1 L-U0 = -J C14 a 0 0 0 *CC aO1 0 OCL - NATRL =a-UM0mc0L U0 p MC0 p 0ui 0) to 41) t- 0)c;� m (0cD ct mco GROUND CD v- v- cv CN M 40 r-- 00 co co cnpr- m m w rl-r- + + + + + + + + + + + + + + + + + + + + + + + + c*4 C41 (lr> ct") m m m m 4—01................. .................... m ...... .. . . . . . . . . 20 . ...... ... .. I ...... .......... 201' 01 ........ .. ... ....... . of ... .* ................................ ......... .......... 83.61 91.91 92.4' PROPOSED 36" -20 ............... ........... (51 MIN. COV.) (1 OMIN. C OV.) (101 MIN. COV.) (10' MIN. COV.) 13CP`L PIPELINE -40 ........... I ................. I ............................................ 401 (T. . . EL. -68.3 -60' - I ...... ................ 1 ...... ............. — ........ -60' 1p I mm"'I'llol -801 . ................................ .......... : ............................... .................... I ........ ---801 1+00 2+00 3+00 3+92 PROIFILE 4-18-2022 HORI,Z: 1" = 510' 00ft N VERT 1 ow JEFFREY C. DELEON Ur i a w �DATE 03103/2022 No m- Km . ... .... .. ... .. Dil CH ROS,SING DRAWING DATE 0310312022 SCALE AS SHOWN SHEET I OF I PROPOSED 36" BC�PL PIPELINE JOB NO. 252'98 ���� ff HWAY 69 TH FR N.TAGE ROAD & HIGHWAY 9�6 ol 287i , lt� Univen-1 al 1 Ple"y"IIts, 9c, e A. i adw 13CP-JE-0183.900, BCP-JE-083.905i, BU-JE-083-9100 & BCP-JE-083.920 4�b' Vllo INTERNATIONAL .. . .... . . .... ISSUED FOR PERMIT �Fcxaj Regiateted Elughircoing Nistr F-B, 19!1 AWING DRNO. 13TB-I3C-I3CPL-LlP-RD-0071 .... . ..... Upi DRAWING NO.: 25298,-26229-416-PMW-662 SULPHUR P'LAI' T RD. H 8 2C0j + 91 I LEGEND BCPLCL RIGHT-OF-WAY e— PROPERTY LINE EDGE OF ROAD CLROAD CL RAILROAD TOP OF BALLAST TOE OF BALLAST X. — FENCE, P — OH POWER LINE FOREIGN PIPELINE UTILITY y TOP OF BANK TOE OF SLOPE CL DITCH GOLDEN TRIANGLE P/L N: 13953202.26 3533673.04 30.0245687* LONG: -940.0i52597 z 0 N: 133148.63 8 CL PROPOSED 36" BCPL PIPELINE E: 3533615-27 NJ I LAT: 30.024,4281' LONG: -94.0527874 + CL w BCIS-CIE-084.91 co 0), HORIZ: 1" 50' AMOCO RD. z UJLU§ w w 0 uj Z Z . ce :hg CL 0-6 W, O,z Z�emmo 4cc zo 020 one zc)� w W -J�Uwa ml wg-j LL M k2: CO LL LL 0 3: C/) mu- x Lij 0 R�OLU WOO OW 0 uj z UJI C) t=�6002 =1 0 0- 0 0 CL CL r CL a CL (D (DO-wouim CL (5 (D EL 3;: a_ L W 00 cl. -j 0 0 000-JO 0 j W W 00 -j III p = = CL. 0- CL uj �- 4 0 �- ui UJ 1-- 0 �-!� R uj 0 W ., W, ow 004 (=> 04 = v— M (0 M M C3, tt�2 [Z 00 04 LO U-) c;) (Z) t-- 0) W> II CF) (3) T v— v— + + + + + + '+*- + + T T T T C> C> v— T— CN CN 40 ....................... ...................... NATURAL GROUND' 7 401 201- ............... Y. 201 ................ of 01 ...... ......... ............ .......... -- 1 76.6' w 22 .201— (101 MIN. COV.) .............. .(10# MIN. C,OV.) ....... 5'MIN. -2ol 40' -7. ..... ........... ....... ............................. 4ZI 0' Z 1:111:::111 !!111 111 1 .......... -60' ......... -60' .801 ............ ..................... ............ ............... — - 80' or 1 +00 2+00 2+94 5 �Orl 1hjr: I F::-- CL PROPOSED 36" 8CPL PIPELINE PR10FILE zi (T.O.P. EL. -62-41) HORIZ: 1"= 50' 4-27-2022 cr. a. VERT: 1"= 100' Ift 400 �. 0 F NOTES: 000 0� go 1. CROSSING PIPE, ELEVATION SHALL EXTEND A MINIMUM OF 5'PAST THE RIGHT-OF-WAY LIMITS, 00 %p 1) to 2. PROPOSED PIPELINE WILL MAINTAIN MINIMUM TCLEARANCE FROM UTILITIES AND FOREIGN PIPELINES. * Ir- 00 0 OP 3. COORDINATE SYSTEM: NAD 83, TEXAS STATE PLANE, SOUTH CENTRAL ZONE, U.S. FOOT (TX83-SCF). 4. ALL UTILITY DIAMETERSAND DEPTHS TO BE CONFIRMED PRIOR TOE CAVATION I INSTALLATION ACTIVITIES. S. THE PIPELINE MARKER LOCATIONS SHOWN HEREIN: ARE APPROXIMATE AND MAY BE CHANGED IN THE FIELD DURING CONSTRUCTION. JEFFREY C. DELEON ;4 2 CIO SPECIFICATIONS: 0) 93803 00 11. PRODUCT: CRUDE OIL 00, 00, 41E 2. CROSSINGPIP'E: 36.00"0.D.XO.741"W.T.,API 5L,X70,SAWL,DRL,12-16MILS FBE&20-24MILS ARO CN sv,# co 3. MAXIMUM OPERATING PRESSURE: 1,300 PSIG 4. INSTALLATION METHOD: HDD �f 5. CATHODIC PROTECTION: IMPRESSED CURRENT SYSTEM P — DRAWN AC DATE 03/1512022' BEAUMONT CONNECTOR PIP, LINp IE Rt)JECT (BICK) 0 CHECKED AS DATE 03/1512022 APPD AK DATE 03115/2022 AD & DITCH CROSSING DRAWING 0-1 RO A, 11:5)fllfife��gll, R P11 0 SCALE AS SHOWN SHEET iOFI PROPOSED 316"' BCPL PIPELINE u- JOB NO. 25208 6 HIGHWAY 347 NORTH & HIGHWAY 347 FRONTAGE ROAD (TXT) 0 3: BCP-JE-084.,910 & P-JE-0814-920 u- BCI N T E R �N AT 10 NA L. z Nkv 460" w Te -to h, Regisle r cd, Eugiln c 4,, r in g Fit al F. 19 12 DRAWINIGNO. REV. i I 04r2712022 ISSUED FOR PERMIT 13TI3-I3C-I3CPL-UP-RD-0073 0 r,. Lia 1 1 111 1 UPI DRAWING NO.: 25298-26229-415-PMW-0073 S'B's Surety 0 + 908.903.348S 202B Halls Mill Road, PO Box 1650 F + 908.903.3656 Whitehouse Station, NJ 08889-1650 Federal Insurance Company License or Permit Bond Bond No. K41577733 Amount $ 1,000,000.00 no All Men By These Presents, I % (hereinafter called the Principal), as Prfficipal, and the FEDERAL INSURANCE COMPANY., a corporation duly organized under the laws of the State of Indiana, (hereiinaft�er called the Surety), as Surety, are held and firmly bound unto I P.O. Box 3872, Beaumont, TX 77704 (herelinafter called the Obligee), a inthesumof One Million and No/100 ----------------------------------------------------------------------------------------------- Dollars ($ L00000.00 ----------- for the payment of which we, the said Principal and the said Surety, bind ourselves, & 0 our heirs, executors, administrators,, successors and assigns, jointly and severally, firmly by these presentse WHEREAS the above bounden Principal has made application to the Obligee for a license or permitX5X License & Permit Bond for Construction of a New 36"' Crude Pi eline That Will Cross Utilifies (Sewer Water �Lines, etc.) Outside the City Limits of Beaumont, TX IP in accordance with the rules and ordinances of said Oibligee pertaining to same, 0 0 PROVIDED., however, that the Surety may terminate this bond as to future liability by giving thirty (30) days written notice to the Obligee at the aboive address, such termination not to affect any liability incurred or accrued prior to the expiration of said thirty (30) day period. S Oi I 28th igned, Sealed and Dated th's Form 15-02-0159-FED (Rev. 7/17) day of July, 2022. Principal By F er nsurance Com any P 1e7 By J n JE. Rosenberg, Attormy-in-Fact 1% (Z'1111111010i U a Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Fire Insurance Company I ACE American Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint Jonathan F. Black, Denise M. Bruno, Julia R. Burnet, Elizabeth P. Cervini, James M. DiSciullo, Stephanie S. Helmig, Melissa J. Hinde, Joyce M. Hoq,ghton, David A. Johnson,, David C. Rosenberg, Harry C. Rosenberg, John E. Rosenberg and Matthew J. Rosenberg of Wayne, Pennsylvania -------------------------------------------------------------------------------------------------------------------------------- each as their true and lawful Attorney -in -Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course ofbusiness, and any instruments amending or altering the same, and consents to the modification or, alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and AC,EAMERICAN INSURANCE COMPANY have each executed ailo attested these presents and affixed their corporate seals on this 14tb day of May, 2021. ��M miswW3 STATE OF NEW JERSEY County of Hunterdon Ss. I — stepiwil N1, I 1:111q, Vice 11rc-sident On this 14thday of May, 2021, before me, a Notary Public of New Jersey, personally came Dawn M. Chloros and Stephen M. Haney, to ine known to, be Assistant Secretary and Vice President respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which executed the foregoing Power of Attorney, and the said Dawn M. Chloros and Stephen M. Haney, being by me duly sworn, severally and each for herself and himself did depose and say that they are Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority ofsaid Companies; and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Seal 11 . TAII S-I KATHRINE J. ADZELAAR % NOTARY PUBLIC OF NF-W JERSF-Y 00* a -*a imp PUBL0 -'k JE No. 2316685 y A 'r Commission Fxplres July 16,2024 Noiaryilublic CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 2016; WESTCHESTER FIREINSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20,2009: "RESOLVED, that the following authorizations relate, to the execution, for and on behalf of the Company, of bonds, undertakings, recognizances, contracts and other written commitments of Compatiy entered into in the ordinary course of business (each a "Written Commitment": (1) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalf ofthe Company, under tile seal of the Company or otherwise. (2) Each duly appointed attorney -in -fact of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise, to the extent that such action is authorized by the grant of powers provided for in such persons written appointment as such attorney -in -fact (3) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to appoint in writing any person the attorney -in - fact of the Company with full power and authority to execute, for and on behalf of the Company, under the seal of the Company or otherwise, such Written Commitments of the. Company as may be specified in such written appointment, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (4) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to delegate in writing to any other officer of the Company the authority to execute, for and on behalf of the Company, under the Company's seal or otherwise, such Written Commitments of the Company as are specified in such written delegation, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments, (s) The signature of any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution, and the seal of Company, may be, affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED, that the foregoing Resolution shall not be deemed to bean exclusive statement of the powers and authority of officers, employees and other persons to act for and on behalfofthe Company, and such Resolution shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted orvested." 1, Dawn M. Chloros, Assistant Secretary of FEDERAL INSURANCE COMPANYI VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the "Companiesl do hereby certify that (i) the foregoing Resolutions adopted by the Board of Dir6ctors of the Companies are true, correct and in full force and effect, (ii) the foregoing Power of Attorney is true, correct and in full force and effect Given under my hand and seals of said Companies at Whitehouse Station, NJ, this J'ul'y 2o, 2022 IN THE EVENT YOU WISH TO VERIFYTHE AUTHENTICITY OFTHIS BOND OR NoTir-Y US OF ANY OTHER MATTER, PLEASE CONTACT US AT: I Telephone [908)903- 3493 Fax (908) 903- 3656 e-mail: sure! @chubb. coin Combined. FED-VIG-PI-WFIC-AAIC (rev. 11-19) FEDERAL, INSURANCE COMPANY STATEMENT OF ASSETS, LIABILITIES AND SURPLUS TO POLICYHOLDERS Statutory Basis DKember 31, 2021 (in thousands) Cash and Short Term Investments $ (567,306) United States Govemment, State and Municipal Bonds 4,271,5,34 Other Bonds 5,994,673 Stooks 675,588 Other Invested Assets ,712 TOTAL INVESTMENTS -....112,022,201 Investments in Affiliates: Great Northern Ins, Co. 414,638 Vigilant Ins. Co, 354,696 Chubb Indemnity Ins. Co. 183,242 Chubb National Ins. Go. 190,801 Other Affiliates 1161373 Premiums Receivable 1,726,653 Other Assets 310781,466 Outstanding Losses and Loss Expenses $ 8,701,383 Reinsurance Payable on Losses and Expenses 1,484,196 Unearned Premiums 2,400,7 11 Ceded Reinsurance Premiums Payable 366,332 Other Liabilities, 4984472 TOTAL LIABILITIES 131451,094 Capital Stock 20,980 Paid -in Surplus 2,711,474 Unassigned Funds 119031522 SURPLUS TO POLICYHOLDER$, 4,635,978 TOTAL LIABILITIES AND TOTAL ADMITTED AS$ETS, $ 18 0,87.,070 SURPLUS $18,087,070 Investments are valued in accordance With requirements of the National Association of Insurance Commissioners, At December 31, 2021, investments vAth a carrying value of $509,085,162 were deposited with govemment authorities as required by law'. STATE OF PENNSYLVANIA COUNTY OF PHILADELPHIA John Taylor, being duly, sworn, says that he is Senior Vice President of Federal Insurance Company and that to the best of his knowledge and belief the foregoing's a true and correct statement of the said Company's financial condition as of the 31 st day of December, 2021. Swom before WI-M Commonwealth of Pennsylvania - Notary Baal Jaime L. Yates, Notary Public Philadelphia County my commission expires September 19,2023 Commission number 1i-67070 Member._Oe__ nnsylvanla Association of Notaries 4 IL W 6CM A commission expiW