Loading...
HomeMy WebLinkAbout946136 00&770 AFFIDAVIT OF EASEMENT AND RIGHT-OF-WAY CENTERLINE DESCRIPTION WILLIAMS FIELD SERVICES COMPANY, LLC whose address is P.O. Box 21628, Tulsa, Oklahoma 74121, hereinafter referred to as "Affiant", is the Grantee of an Easement and Right-of-Way identified and described as follows: Grantor: Date Signed: Recorded: Date Recorded: DJR Land & Livestock L TD January 14, 1994 Book-345PR Page-159 Lincoln County February 9, 1994 See attached centerline description Replaced existing 2" pipeline with 4" pipeline Affiant states that in accordance with Wyoming Statute Section 34.1-141 (1980) the description of the herein above Easement and Right-of-Way is the surveyed centerline description. RECEIVED 3/26/2009 at 10:05 AM RECEIVING # 946136 BOOK: 718 PAGE: 770 JEANNE WAGNER LINCOLN COUNTY CLERK. KEMMERER, WY WILLIAMS FIELD SERVICE CO., LLC BY: ~'1~ ¿, rian Taylor Authorized Agent ACKNOWLEDGMENT STATE OF WYOMING ) ) COUNTY OF SWEETWATER ) The foregoing instrument was acknowledged before me by Brian Taylor, Authorized ,Agent for Williams Field Services Company, LLC this 24't1 day of ·mM/',l.. ,2009. Witness my hand an official seal. Q9CU Notary Pub in and for Sweetwater County State of Wyoming ~~y POOLE NOTARY PÜ8uc cQu.NTY-OF , SWEÈTWA,:rE. R ST..'A:rE QF " ÆOMING MYcor.wlSSION EXPIRES '-1c}/~ /0 My Commission Expires: q -d-/ -&(() "'" L- ""'''''' 000771 .j.j .j4 I.:i Z :XL... ¡5c IEI.:E ,II. S.-4.s: ~>....... VI\D~ ~LoI>M 1:I~J¡!!1 W..=!;¡: (I)~ I. ~ <[CQ!Q) ..,..-: lEI LoI Q) LoIZZ'Z Q!"' <[..JO\- ...VI VI:J:1Q! ~l-l-oC[ Zi3-,,~ (;2(1)"'" <[~U LoIZLol IEICVI ..J ¡;j<[ I- C Z T-20-N T 19 N 5 4 4 3 Received FEB 2 :3 2009 R~ght"ot..way 5 4 + ~ . 0 a.. (Y)' , (Y) <[ (J\' U 1I1(J\ o C\J ¡:: (I) 0000 Z(I) \D :J<[ 00:: LL :J:I 4 3 FOUND 9 ALUM CAP FOUND ALUM CAP 9 10 8 c .... ~ ~ II. 0+00 = P.O.T. ON GREEN RIVER 2 1468.3' - 4 112' O.D. X .156' \v',T., ER\v', GR X -42 COA TING. PLEXGUARD o .... 00 + v - . C\J "':, -1- qv W '""~ O::(U b!M _00 0::+ "'" - 3'-600# VALVE ASSEMBLY SEE D\v'G, STD-D-1-2017 I"- cù - + o 2' METER RUN OUTLET SEE D\v'G. STD- B-1-1035 I!. ~ ; ~ SUBDIVISIDN 0+00 TO 14+83.2 O'WNER DJR lAND AND LIVESTOCK lTD fEET 1483.2 HILES 0,281 ACRES 1.021 RODS 89.891 APPLICATION D'WG. ~ ~ 1 2/17/09 SRH II! NO. DATE BV AS CONSTRUCTED DESCRIPTION 1060664 BS 'J.O.NO. CHK. APP. NO. DATE BV DESCRIPTION INFO DAAF11NG BY R/IJ III 8914 DRAIJN BV SRH METER III 92542 CHECKED BV BS SURVEYEDI 2/6/09 APPROVED BY lP IJVIJ II' ENGINEER BY BLM OFF' DESIGNED BY PROJ. APPROVED DATE STAT[¡ IJYOMING COUNTY' LINCOLN 2/17/09 2/17/09 2/23/09 Williams Field Services Co. LLC DATE MOXA ARCH GATHERING SYSTEM BP AMERICA - GREEN RIVER FEE 4 0+00 = P.D.T. ON GREEN RIVER 2 (REF. D\v'G. lOA 786.0-5-1) SEC. 4, T-19-N, R-112-\v', 6th PM SCALE' 1'=1000' \'/,0, NO. 1060664 DWG NO. lOA 786,0-7-1 S E REV 1 DF" 1 1 OOô772 March 24, 2009 Williams Field Services Company L.L.C. Moxa Arch Gathering System Green River Fee 4 Crossing a portion of DJR Land and Livestock L TD Property Section 4, Township 19 North, Range 112 West, 6TH PM, Lincoln County, Wyoming A strip ofland 50 feet wide across a portion of Section 4, Township 19 North, Range 112 West, 6th PM, Lincoln County, Wyoming, being 15 feet on the easterly side and 35 feet on the westerly side, measured at right angles from the following described survey line, which is the centerline of an existing 4 1/2 inch diameter pipeline: Beginning at a point located in the Southeast quarter of the Northeast quarter of Section 4, said point bears North 68°59'30" West a distance of 829.3 feet from the East quarter corner of said Section 4; Thence South 54°5'28" East a distance of 171.5 feet; Thence South 9°53'28" East a distance of305.9 feet; Thence South 8°41 '45" East a distance of 641.9 feet; Thence South 8°32'43" East a distance of 192.0 feet; Thence South 8°14'2" East a distance of 172.0 feet to the end of the line at a point located in the Northeast quarter of the Southeast quarter of said Section 4: said point bears North 55°48'23" East a distance of2703.0 feet from the South quarter corner of said Section 4. The length of the above describes survey line is 1483.2 feet, or 89.891 rods, or 0.281 miles. Dwg. No. RIW No. 10A786.0-7-1 8914