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HomeMy WebLinkAbout1.02 MapsSite Plan Grand River Gathering LLC High Mesa Compressor Station OA Project No. 012-0732 826 21 ½ Road | Grand Junction, CO 81505 | TEL 970.263.7800 | FAX 970.263.7456 ALTA/ACSM :,J D TITLE SURVEY HIGH MESA COMPRESSOR SITE SITUATED IN THE NEt/4 & NW1f4 OF SECTION 36, TOWNSHIP 7 SOUTH, RANGE 96 WEST OF THE 6th PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO PROPERTY DESCRIPTION (FROM TITLE COMMITMENT) PARCEL A A TRACT OF LAND LOCATED IN THE SOUTHEAST 1/4 NORTH~EST 1/4 AND THE SOUTH~ST 1/4 NORTHEAST 1/4 OF SECTION 36, TO~NSHIP 1 SOUTH, RANGE '16 ~EST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLO~S, COMMENCING AT THE NORTHEAST GORNER OF SAID SEGTION 36 AND RUNNING THENGE SOUTH 8'1'31'04" ~EST, 2661.04 FEET ALONG THE NORTH LINE THEREOF, THENCE SOUTH 00'28'56" EAST, 1'151.21 FEET TO THE POINT OF BEGINNING; THENGE SOUTH 10'00'36" EAST, 260.14 FEET; THENCE SOUTH 18'01'3'1" ~ST, 180.42 FEET; THENGE SOUTH 48'33'14" ~EST, 81.11 FEET; THENGE SOUTH 16'43'48" ~EST, 130.00 FEET; THENCE NORTH 11'2'1'3'1" ~ST, 1'16.64 FEET; THENGE NORTH 11'32'15" ~EST, 82.44 FEET; THENCE NORTH 21'18'51" EAST, 164.20 FEET; THENGE NORTH T1'32'58" EAST, 161.'11 FEET; THENGE SOUTH 53'32'41" EAST, 83.68 FEET; THENGE NORTH 61'30'03" EAST, 264.01 FEET TO THE POINT OF BEGINNING. THE BASE BEARING FOR THIS DESGRIPTION BEING SOUTH B'1'31'04" ~ST, 26'14.11 FEET BET~EN FOUND MONUMENTS AT THE NORTHEAST CORNER AND THE NORTH ONE-QUARTER CORNER OF SEGTION 36, TO~NSHIP 1 SOUTH, RANGE CJ6 ~ST OF THE 6TH PRINGIPAL MERIDIAN. PROPERTY DESGRIPTION (FROM SURVEY) PARCEL A A TRAGT OF LAND LOGATED IN THE SOUTHEAST 1/4 NORTH~ST 1/4 AND THE SOUTH~ST 1/4 NORTHEAST 1/4 OF SEGTION 36, TO~NSHIP 1 SOUTH, RANGE '16 ~EST OF THE 6TH PRINGIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESGRIBED AS FOLLO~S, GOMMENGING AT THE NORTHEAST GaRNER OF SAID SEGTION 36 AND RUNNING THENGE SOUTH 8'1'18'03" i"'EST, 2661.04 FEET ALONG THE NORTH LINE THEREOF, THENGE SOUTH 00'41 '51" EAST, 1'151.21 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 10'13'31" EAST, 260.14 FEET; THENGE SOUTH 11'48'38" ~ST, 180.42 FEET; THENGE SOUTH 48'20'13" ~EST, 81.11 FEET; THENCE SOUTH 16'30'41" ~EST, 130.00 FEET; THENGE NORTH 11'42'40" ~ST, 1'16.64 FEET; THENGE NORTH 11'45'16" ~ST, 82.44 FEET; THENGE NORTH 21'05'50" EAST, 164.20 FEET; THENCE NORTH 11'1'1'51" EAST, 161.'11 FEET; THENCE SOUTH 53'45'48" EAST, 83.68 FEET; THENGE NORTH 61'11'02" EAST, 264.01 FEET TO THE POINT OF BEGINNING. THE BASE BEARING FOR THIS DESGRIPTION BEING SOUTH B'1'18'03" ~ST, 26'14.51 FEET BET~EN FOUND MONUMENTS AT THE NORTHEAST CORNER AND THE NORTH ONE-QUARTER CORNER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE '16 i"'EST OF THE 6TH PRINCIPAL MERIDIAN. PARCEL B, AN EASEMENT FOR INGRESS AND EGRESS, AS MORE PARTIGULARL Y DESGRIBED IN EASEMENT AGREEMENT BY AND BET~EN ENGANA OIL~ GAS (USN lNG., A DELA~RE GORPORATION AND GRAND RIVER GATHERING, LLC, A DELA~ARE LIMITED LIABILITY GOMPANY, REGORDED ______________ , 2011 UNDER RECEPTION NO. _______________ , GOUNTY OF GARFIELD, STATE OF GOLORADO. PARCEL D· AN EASEMENT FOR INSRESS AND EGRESS AS MORE PARTICULARLY DESGRIBED IN EASEMENT AND ROAD USE AGREEMENT BY AND BET~EEN THE U.S. DEPARTMENT OF THE INTERIOR, BUREAU OF LAND MANAGEMENT AND TBI PRODUGTION GOMPANY, A DELA~RE GORPORATION REGaRDED ______________ , 2011 UNDER REGEPTION NO. ______________ , GOUNTY OF GARFIELD, STATE OF COLORADO. PARCEL G, AN EASEMENT FOR INSRESS AND EGRESS AS MORE PARTICULARLY DESGRIBED IN EASEMENT AND ROAD USE AGREEMENT BY AND BET~EEN LARRY A KLEBOLD AND KAREN K. KLEBOLD AND TBI PRODUGTION GOMPANY, A DELA~RE GORPORATION REGaRDED _______________ , 2011 UNDER REGEPTION NO. --------------• GOUNTY OF GARFIELD, STATE OF GOLORADO. Garfield Count~ Zoning Standards for Rural Zone: Lot and Building Requirements a. Minimum Lot Area: 2 ac.res b. Maximum Lot coverage, Residential Use. 15% Mlmlmum Setbacks, a. Front Yard (measured from front lot line) Arterial Street: 50 1 Loc.a I Street. 25' b. Side Yard, 10' or 1/2 building height, i"lhlchever Is greater c. Rear Yard: 25' Maximum Building Height. 40' (non-residential) The loc.ations of underground utilities as shov-~n hereon are based on visible evidence from above ground struc.tures, markings by the respective utility companies and/or their lac.ator services, and drawings provided b~ the utilit~ companies. No exc.avations v-~ere made during this surve~ to determine exac.t loc.ations and depths of vnderground utilities and struc.tures. Actual loc.atlons may var~ slightly from those as shoHn hereon and additional underground utilities ma~ exist. Existence and locations of all underground utilities and structures should be verified prior to an~ construction on this propert~. This surve~ does not c.anstltute a title sear-ch b~ this sur-ve~or or River-crt~ Consultants, Inc. All Infor-mation regarding o~A~nership, rights-of-way, easements of record, adjoiners, and other doc.uments that may affect the quality of title to this propert~ is from a title commitment prepared b~ Land Title Guarantee Company, No. ABD63aa6514, dated August ICJ, 2011 The propert~ desc.ribed hereon and represented b~ this plat is a lease parc.el. It has been monumented at the request of the c.llent. NOTICE: AccordnQ to Colorado law you must commence any legal acHon based upon any defect In this survey W'lthln three years after you ftrst discover such defect. In no event may any acHon based upon any defect n this 11JV8Y be commenced more than ten years from the date of the certtllcatlon shown hereon. SCHEDULE B SECTION 2 I. An~ facts, rights, interests, or claims thereof, not shol"'.n b~ the Public Records but that could be ascertained b~ an lnspec.tlan of the Land or that ma~ be asserted b~ persons In possession of the Land. 2. Easements, liens or enc.umbranc.es, or c.lalms thereof, not sholl'l.n by the Public. Rec.ords. 3. An~ enc.roac.hment, enc.umbranc.e, violation, variation, or adver5e c.irc.umstanc.e affec.ting the Title that v-~ould be disclosed b~ an accurate and complete land surve~ of the Land and not sho"'n b~ the Public Records. 4. An~ lien, or right to a lien, For ser"vlc.es, labor" Or" mater"lal heretofore or hereafter Furnished, Imposed b~ law and not shm·m b~ the Public. Rec.ords. 5. Defec.ts, liens, enc.umbranc.es, adverse c.lalms or other matters, If an~, c.reated, first appearing In the public. rec.ords or attac.hing subsequent to the effec.tive date hereof but prior to the date the proposed insured acquires of rec.or"d For value the estate or-Inter-est or-mortgage ther-eon c.over-ed b~ this Commitment. 6. An~ and all unpaid taxes, assessments and unredeemed tax sales. l. (a) Unpatented mining claims; (b) reservations or exc.eptions in patents or in Ac.ts authorizing the issuance thereof; (c) "'ater rights, claims or title to "'ater, i"lhether or not the matters exc.epted under (a), (b), or (c.) are sho"'n b~ the Public Records. 8. Existing leases and tenancies, If an~. GJ. Right-of-..,a~ for ditches or canals constrvded b~ the authorlt~ of the United States as reserved In United States Patent No. 511814. 10. Right-af-wa~ Far ditches or c.anals construc.ted by the authority of the United States as reserved In United States Patent No. 581130. II. Terms, c.ondltions, provisions, burdens and obligations as set forth In unit agreement rec.orded October 18, lct6l In Book 38GJ at Page I. 12. An undivided one-half interest in all minerals, gas and oil and fissionable materials in or upon said propert~, as r-eserved unto Nellie G. Ha~war-d in deed rec.arded January 2, 1q14 In Book 453 at Page 3T7, and any and all assignments thereof or Interests therein. 13. An undivided 1/4 Interest In minerals, gas, oil and fissionable materials as retained b~ John Bendettl In deed rec.orded April 24, lctBI in Book 510 at Page 146, and an~ and all assignments thereof or interests therein. 14. Lease betv-~een Paul Randolph Bendettl, lessor, and IAJ.estern Mineral Searc.h, Inc.., lessee, as shov-~n by memorandum of lease rec.orded September 13, lctct5, in Book Cf52 at Page 816, and an~ and all assignments thereof or Interests therein. Note, affidavit rec.orded Oc.tober 13, 2000 In Book 1212 at Page 502. 15. Lease bet~A~een Greg Bendettl, lessor, and He-stern Mineral Search, Inc., lessee, as shoY">Jn b~ memorandum of lease rec.orded September 13, 1Cfct5, in Book q52 at Page 815, and an~ and all assignments thereof or interests therein. 16. Lease betv-~een terr~ L~nn Bendetti, lessor, and Western Mineral Searc.h, Inc., lessee, as shov-~n b~ memorandum of lease recorded September 28, 1'1'15, In Book '154 at Page 231, and an~ and all assignments thereof or Interests therein. 11. Lease betVII.een Karen Bro~A~n, formerl~ Karen Jt'.lilliams, lessor, and IAJ.estern Mineral Search, Inc., lessee, as shov.Jn by memorandum of lease rec.arded September 28, ICfCf5, In Book q54 at Page 233, and any and all assignments thereof or interests therein. Note, affidavit rec.orded October 13, 2000 In Book 1212 at Page 503. 18. Terms, conditions, provisions, burdens and obligations as set forth in right of first refusal to purchase real estate recorded November 20, 1"1'11 In Book 1043 at Page 110. 1<1. Lease betit'!een Greg Bendetti, lessor, and Tom Br"awn, Inc.., lessee, as shoit'!n b~ memorandum of lease rec.or"ded September 08, 2000, In Book 1206 at Page 120, and an~ and all assignments thereof or Interests therein. 20. Lease between Terry L~nn Bendetti and Linda Bendetti, lessor, and Tom Brown, Inc., lessee, as shown b~ memorandum of lease recorded September 13, 2000, in Book 1201 at Page 363, and an~ and all assignments thereof or interests therein. 21. Lease betv-~een Paul R. Bendetti a/k/a Paul Randolph Bendetti, lessor, and Tom Brown, Inc.., lessee, as shov-~n b~ memorandum of lease recorded September 2GJ, 2000, In Book 120'1 at Page 122, and an~ and all assignments thereof or interests therein. 22. Lease between Karen brown F/k/a Karen 1/'tllllams, lessor, and Tom Brawn, Inc., lessee, as shown b~ memorandum oF lease rec.orded September 2'1, 2000, In Book 120'1 at Page 124, and any and all assignments thereof or Interests therein. ~ 23. A right-of-v-~a~ and easement granted to Can~on Gas Resources, Inc., for pipeline, and incidental purposes, b~ instrument recorded Oc.taber 13, 2003, in Book 1528 at Page Bl4. & 24. A right-of-Ha~ and easement granted to Presc.o, Inc., for pipelines, and inc.idental purposes, b~ instrument recorded March 13, 2006, In Book 111'1 at Page 523. ~ 25. Easement granted to Hal~ Cross Energ~, far electric. transmission or distribution line, and incidental purposes, b~ instrument recorded September II, 2001, under Reception No. 132184. Trench, conduit, and vault agreement rec.orded September II, 2001 under Rec.eption No. l321B5. & 26. A right-of-..,ay and easement granted to etc. Can~on Pipeline, LLC, for pipeline, and inc.idental purposes, b~ instrument recorded January 08, 200"1, under Rec.eptlon No. 161215. & 21. A right-of-v-~a~ and easement granted to Noble Energ~ Inc., for pipelines, and incidental purposes, b~ instrument recorded Dec.ember 11, 200'1, under Rec.eptlon No. 11'1253. 28. Terms, conditions, provisions, burdens and obligations as set forth in sec.ond amended and restated gas processing agreement b~ and betY<een Enterprise Gas Processing, LLG, a Dela.-.are Limited Llablllt~ Company and Encana Oil 4 Gas (USN Inc.., a Delaware Corporation as set forth in and memorialized by memorandum rec.orded October 01, 2010 under Reception No. 1'12320. 2Cf. Lac.k of ac.c.ess to and from public. road, highHay, or street. Note. the Item above may be deleted vpon revlei"l of lease and lnstrvments c.reatlng acc.ess easements. SURVEYOR'S COMMENTS Document is insufficient to locate easement v.tith c.ertaintlj. From sketch it appears this easement does not affeGt the subjec.t parc.el. Document is insuffic.ient to loc.ate ea5ement v-~ith c.ertaint~. From 5ketc.h it appears thi5 easement does not affed the subjec.t parcel. Document is insufficient to locate easement v-~ith certaint~. From sketch it appears this easement extends to the transformer located outside the svbjec.t propert~. Dowment Is Jnsvfflc.lent to locate easement .-.lth c.ertaJnt~. Easement does not affect subject parcel. SURVEYOR'S STATEMENT To Grand River Gathering, LLC and Land Title Guarantee Gompan~ : This Is to c.ertlf~ that them map or plat and the surve~ on v-~hlc.h Is Is based Here made b~ me or under m~ direct supervision in accordance v-~ith the 2011 Minimum Standard Detail Requirements for ALAT/AGSM Land Title Svrve~s,Jolntl~ established and adopted b~ ALTA and NSPS, and lnc.ludeS Items 1-4, 6(b), 1(a) (b)(l) (c.), 8, Cf, IO(a) (b), ll(b), 12-14, and 16-22 of Table A thereof and additional items listed bela~~>~.. The field v-~ork was c.omp leted on Oc.otber 25, 2011. (a) The propert~ described hereon Is located Y<lthln an area the Federal Emergenc~ Management Agenc~ (FEMA) describes as an 1'area of undetermined but possible flood hazard 11 • No Communit~ Panel has been printed for this area. (b) The property has indirect access to Garfield Gount~ Road 31GJ, a dedic.ated public. street or high..,ay, b~ "'ay of the Access Easement or ather dac.ument recorded at Reception No. -------------· (c) The zoning classification for the property Is described hereon as Rural, as designated by Garfield Gount~. Except as shov-~n, ac.c.arding to the documents provided, there are no violations of zoning ordinances, restrictions or other rules or regulations Hith reference to the loc.ation of all buildings, struc.tures and improvements situated on the property and the number and c.onflguratlan of parking spac.es. (d) The propert~ desc.rlbed hereon Is the same as the propert~ desc.rlbed In Land Title Guarantee Gompan~ Gommltment No. ABD63006514, with an effective date of Aug IC!, 2011, and all easements, enc.umbrances, c.ovenants and restric.tions referenc.ed in said title c.ommitrnent or apparent from a ph~sic.al inspection of the site or otherv-~Jse knoi"!.n to me have been plotted hereon or otherv-~lse noted as to their effect on the subject propert~. (e)* This surve~ 1-"!as made an the ground and correctl~ shalf'!s the loc.atlon of buildings, struc.tures and other substantial improvements situated an the above premises. There are no visible projec.tions onto the subject propert~ or upon adjacent land abutting said propert~, except as shov.~.n hereon. The surve~ was made in accordanc.e with the laws of the State of Golorado. (f) Except as shown hereon, all utilities serving the subject propert~, for which there is rec.ard or ph~sic.al evidenc.e enter through adjoining public. streets and/or easements of record. Dennis R Shellhorn, PLS. 18418 Date: ¥ Limited piping and instrumentation conduits are shoi"!n o:;c.hematic.all~. Underground location-:; are bao:;ed on plant operator's knowledge and observation of above ground entr~ points. Plant P .t: I Diagrams should be c.onsulted For more detail. LAND SURVEY DEPOSITS Garfield County Clerk & Recorder Date Book Page Receptwn No. ALTAJACSM SURVEY GRAND RIVER GATHERING, LLC lllGH MESA COMPRESSOR SITE SECllON: NE1/4 & NWl/4 S.36 llWNSHP: 7 Sou1h I RNGE: 96 West I MERIDIAN: 61h ~R 1 Ys~~T<?~~ ...... Integrated Design Solutions 744 Horizon Coun, Suite 11 o Grand Junction, CO B1SD6 Phone; 97D-241-4722 Email; inlo@I'CCWHI.com Date of Survey: Oct 2011 ICurrentRevlslon:Oct25.2011 I Plotted:Oct27.2011 Drawn: DRS Checked: KST Field Surveyor: SLG Job No. 1215-001 S:\PROJECI5\ 1215 SUmml Mldslroom Palnem\Hig1 Mesal 1215 Hgh Meoa.pm Sheet 1 of 3 VICINI1V MAP ALTA/ACSM D TITLE SURVEY 1--------,-~~ ----------1 ---- N HIGH MESA COMPRESSOR SITE C.R. 3000.7 Ml -\ E \ s I \ !,!!,...~ (~ -:..-1 l-"- rR~~R·· -.-f -7 // 35 I~ \ 3~ --:;y;' ~CANA ,t---' A<=>_.,.- vl I ----------- I ~a:~'-J B.L.M. I ---- -------------------------- NOTICE: AccordnQ to Colorado law you must commence any legal acHon based upon any defect In this survey W'lthln three years after you ftrst discover such defect. In no event may any acHon based upon any defect n this 11JV8Y be commenced more than ten years from the date of the certtllcatlon shown hereon. _.....,.----- -------------------/ ~ -----/ ~ ----- / / / ---------- / / / / / / 1/// <:>\ I / a ~ I< / I \1' l::\ -:;..______ ------I I "13. 16'1 /~-VER INifr~ \ ~'1•19' 5'1 / <> BUILDING 126 T POINTOFBEGINNUk; / '&,. ~,T· e.1'y ACCBSS EASEMENT . GOHH TOHE +~ .,, 2.1 MI TO CR. 304 f(· \ l,OHE~ . \.f 1\.. + / +~OLD;~ N:e~ HT· <=13' EMER&ENCY &ATE + __L\ \" \ '----}"'~' Ali,-,-,., ' ,;, Sa FT 51'11TGH PANELS /"'-, \ ""-· +;f. SQFT o>. HT, 'lS' + ' +~ / \ "' ) I / • o· 0 ">oo BBL GO NSA TE TANKS -CONTAINMENT RIN& 0 CORRU&ATED STEEL 0 FUELG~" ~~~ 't. ·'- G TANK ELEGTRIG PANEL SPILL Q BASINS 0 METHANOL TANKO CONTAINMENT llr7l.4 :2'<1(),, wl!>ti ·64-.· 16" LAUNCHER 16" TO HALLAGE GREEK I - --·--= .,., c~s-1Q.oAD 114 d~ - _ .-.-rl"~v~L ~v _ ------<')l'Q'V<CV ~· ------- - Nl/4 COI"-NEI"- SECTION S6 BRASS C.AF NEI/4 Nl"\1/4 S.el& ---- S89"18'03''W 2694.57' 2661.04' • I .. COli .. ~ .. N~l/4 NEI/4 S.S6 -----r --t---- ---~ ~--~N!!! COI<NI!!I"- SECTiaN S6 <SoLO 1"11.2 f! NOTE, THIS STATION WAS UNDER CONSTRUCTION AT THE DATE OF THE FIELD JrlORK (OCT 13, 2011). POINT OF BEGINNING LBASB PARCEL ---GRAPHIC SCALE 1"~30. I STRUCTURES AND IMPROVEMENTS THAT WERE IN PLACE AS OF THIS DATE ARE SHOWN. FENCE HAS BEEN REMOVED WHERE IT GOULD INTERFERE WITH CONSTRUCTION. ----ELECTRIC PANEL 10" I ET HEADER • EN&INE AIR\\ FILTERS u C-800 COMPRESSOR BJILDING NDER CONSTRUCT! 2400 SQ FT BLDG HT, 34.0' (UNFINISHED) ©EXHAUST STACK \;?.&.3' AlREA: 33!05 ACRJE§ +I- NO JPOSTJED ADDRIB§S NOTIED LJBSSOR: ENCANA OJIJL & GAS (USA), JfNC. 8" G-800 DISC,..R&E LINE l/1 ... c 0 ... "' • ~ trt '$ ;... ~ NOTE: This plat is a representation of the professional opinion of tha undersignad surve~or of tha loGation of the propert~ as desGribed in the title doGuments referenc.ed hereon. The bearings of the boundar~ lines on the dral'llng represent the title desGrlptlon rotated to grid north of the Local Coordinate S~stem of this surve~. The angular integrit~ of the lines and distances have been preserved unless the~ have ~ielcled to senior or controlling lines. The propert~ described hereon is located .-.;thin an area the Federal Emergenc~ Management Agenc~ (FEMA! desGribes as an "area of undetermined but possible Flood hazard". No Gommunlt~ Panel has been printed for this area. This propert~ Is under GonstruGtlon and the surfaGe Is Irregular and In disrepair. There are no designated parking areas. 30 60 90 BASIS OF BEARINISS STATEMENT. Bearings are based on grid north of a local\~ established Transverse Mercator Coordinate S~stem, local I~ determined b~ 6PS ob5e:rvation5 on the: G.L.O. bra55 cap at the Northea5t corner of Section 36, and the brass c.ap at the North one-quarter Garner of SeGtlon 36. The measured bearing of this line is s8q"18'03""'-Lineal units are expressed in U.S. Surve~ Feet. -$- 0 0 8 .6. D._ X ~ IE] 1<1 @ ~ LE6END FOUND PLSS ALUMINUM MONUMENT FOUND ALUMINUM MONUMENT AS NOTED FOUND REBAR 4 CAP AS NOTED SET 2"<P ALUMINUM CAP PLS 18418 CONTROL POINT POII'IER POLE DO\AIN GUY ANCHOR ELEC TRIG TRANSFORMER ELEC TRIG METER UTILITY PEDESTAL UTILITY VAULT/MANHOLE ELECTRIC CONTROL BOX SIGN STOP SIGN POST/COLUMN CONCRETE PIER * LIGHT POLE <-!---" GATE "r--.j Ll NETYPE LEGEND SECTION LINES -x--x--x-FENCE ---OHP--- ---6--- ---E--- OVERHEAD UTILITY LINE NATURAL GAS LINE UNDERGROUND ELECTRIC ALTAJACSM SURVEY GRAND RIVER GATHERING, LLC HIGH MESA COMPRESSOR SfiE SECllON: NE1/4 & NWl/4 S.36 lWNSHP: 7 Sou1h RNGE: 96 West MERIDIAN: 61h RIVER CITY CONSULTANTS Integrated Design Solutions 744 Horizon Coun, Suite 11 o Primar~ piping is shoV>~.n schematic..all~. Underground locations are based on plant operator 15 knoV>~.Iedge and observation of above ground entr~ points. This plat Is not Intended to be a piping and in5trumentatlon diagram. Enc.ana's plant P .! I Diagrams should be Gonsulted for more detail. Grand Junction, CO B1SD6 Phone: 97D-241-4722 Email: inlo@I'CCWHI.com Date of Survey: Oct 2011 Current Revision: Oct 25. 2011 Plotted: Oct 27, 2011 Drown: DRS Checked: KST Field Surveyor: SLG Job No. 1215--001 S:IP\lOJEClSI 1215 Simnl Mklsllllan Palnerslllgl Mesal 1215 Hg1 Meoa.pro Sheet 2 of 3 AGGESS EASEMENT DESGRIPTION (ENGANA) A strip of land c.omprlslng the traveled surface of an existing roadwa~, ac.ross the 5EI/4 NWI/4, the 51/4 NEI/4, the Nl/2 SEI/4 and the NEI/4 S~l/4 of Section 96, ToY>Jnshlp "1 South, Range 'f6 Nest of the. Sixth Prlnc:.lpal Me-ridian, Gaunt~ of Garfield, State of Go lorado; Hlth the centerline of said roadway berng desc.rlbed as follows: Gommenc.rng at the brass c.ap mallJment at the North one-quarter c.orner of said Sec.tron B6, Hhenc.e the 0.L.O. brass cap at the Northeast corner of said Sedlon 36 bears North 8C\0 18'03" East, a distance of 26<=14.5"1 Feet Y-~ith all bearings cited herein relative thereto; Thenc.e South 10"45'38" lr'lest, a drstanc.e of 206C!35 feet to the Point of Begrnnrng of the c.entel"llne herein desc.rlbed; Thence North 2'1°23'08" Jriest, a distance of 16.16 feet; Thence North 31°20'48" East, a distance of 22.18 Feet; Thence North 54.,16'38" EaBt, a distance of 8.01 feet; Thence 12<=1.14 feet along the arc. of a 245.85 Foot radius tangent wrve to the right, through a central angle of 30°14'08", 1-'!lth a chard bearing North 6C!g23'42" East, a distance of 128.24 feet; Thence North 84°11'23" East, a distance of 261.31 feet; Thence North 85o2q'51" East, a distance of 155.40 feet; Thence North 53"37'41" East, a distance of 161.58 feet; Thence 158.85 feet along the arc. of a 122.53 foot radius tangent curve to the right, through a central angle of 04°55'55", 1-'llth a chard bearing South 63.,54'32" East, a dlstanc.e of 131.53 feet; Thence South 31°26'44" East tangent to said curve, a distance of 172.<=1c:t feet; Thence 148.11 feet along the arc of a 405.&3 foot radius tangent curve to the left, throug, a central angle of 21°02'01", with a chord bearing South 41.,57'45" East, a distance of 141.34 feet; to a point of compound curvature; Thence 11Cl.58 feet along the ere. of a 185.86 Foot radius curve to the left, through a central angle of 36°51'48", Hlth a chord bearing South 10g54'3GI" East, a distance. of 111.53 feet; Thenc.e SOuth eA 0 20'55" East tangent to said c.urve, a distance of 62.16 feet; Thence South 51"03'21" Ea5t, a di5tance of 104.25 feet; Thence South 00~26'51" East, a distance of 102.85 feet; Thence South 82°44'55" East, a distance of 5528 feet; Thence 111.16 feet along the ere of a 51.41 foot radius tangent curve to the right, tlrough a central angle of 110°56'43", Hlth a chord bearing SOuth zri6'5B" Ea&t, a di&tance of Cf4.5'1 feet; Thence South 28.,i1'45" He5t tangent to 5aid curve, a di5tance of 41.81 feet; Thence South 31"41 '15" IAJ.est, a distance of 115.46 feet; Thence Cf3.Cf7 feet along the arc of a 226.130 foot radiU5 tangent curve to the left, through a central angle of 23"44'18", v-~lth a c:.hord bearing South 25°4<:1'06" He.st, a dlstanc:.e of <:13.30 feet; Thenc.e south 13°50'58" ~st tangent to said c.urve, a dl&tanc.e of 08.12 feet; Thence <:15.1'1 feet along the arc of a 64.11 foot radius tangent curve to the left, through a central angle of 85~36'55", with a chard bearing South 28°51':30" East, a distance of 81.12 Feet; Thence South 11°3Cf'5T' East tangent to said c:.urve, a distance of 33.06 feet; Thence 1q.66 feet along the arc of a 155.68 foot radius tangent c:.urve to the left, through a central angle of 1"14'10", i"'lth a c.hord bearing South 15~11'03" Eas-t, a dl&tanc.e of 1'1.65 feet; Thence South 18~54'08" Ea5t tangent to said curve, a distance of 32.11 feet; Thence I?Gfb4 feet along the arc. of a 1513.55 foot radius tangent curve to the right, through a c:.entral angle of 2"54'11", wrth a chard bearing South 77°26 '5Cf" East, a distance of 6Cf .63 feet; Thence South 15"5c::f'51" East tangent. to said c:.urve, a distance of 168.30 feet; Thenc.e Cf/.'11 feet along the arc. of a 242.0Cf Foot radius tangent c.urve to the left, through a c.entral angle of 23"10'11', Hith a chord bearing South 8·rB4'5Gl" East, a distance of <:11.24 feet; Thenc.e North 80"4Cl'53" East tangent to said curve, a distanc:.e of 110.16 feet; Thence North 1C!0 01'51" East, a distanc.e of 110.06 feet; Thenc.e 115.50 feet along the arc:. of a 212.41 foot radius tangent c.urve to the left, through a c:.entral angle of 31°01'15", Hith a c:.hord bearing North &3"21'13" East, a dlstanc.e of 114.08 feet; to a point of reverse curvature; Thenc.e 16.51 feet along the arc. of a 216.80 foot radius curve to the right, through a c.entral angle of 4"21'41", with a chord bearing North 50"03'2Cf" East, a distance of 11?.50 feet; Thence North 52"14'22" East tangent to said c:.urve, a distance of 81.14 feet; Thenc.e 16524 feet along the arc:. of a 1022.Cf3 foot radius tangent c:.urve to the right, through a central angle of '1"15'20", with a c:.hord bearing North 56~52'02" East, a dl::.tanc.e of 165.06 feet; Thenc.e North 01"2'1'42" East tangent to said c.urve, a dlstanc.e of 6:3.38 feet; Thenc.e 131.65 feet along the arc of a 53Cf.26 foot radius tangent c:.urve to the right, through a central angle of 14c37'30", Hlth a c:.hord bearing North 68°48'21" East, a distance of 131.21 feet; Thenc.e North 16°01'12" East tangent to said c:.urve, a dlstanc.e of 1?8.53 feet; Thenc.e 88.23 feet along the arc. of a 231.1Cf foot radius tangent c.urve to the left, through a c.entral angle of 21"45'34", with a c.hard bearing North 65°12'55" East, a dlstanc.e of 81.10 feet; Thenc.e North 54"18'3'1" East tangent to said curve, a distance of 54.Cf1 feet; Thence 80.2q Feet along the arc of a 315.23 foot radius non-tangent curve to the right, through a central angle of 12"15'35", with a c:.hord bearing North 64°34'17" East, a dlstanc:.e of 80.13 feet; Thenc.e North 70.,42'04" East tangent to said curve, a distance of 13.Cf2 feet; Thenc.e North 01"15'40" East, a dlstanc.e of 33.18 Feet; Thence 11.83 feel along the arc of a 15.23 foot radius non-tongent c:.urve to the right, through a c.entral angle of 13"34'41 ", )'l{ith a c.hord Dearing North 81"01'31'' East, a dlstalc.e of ll.1q feet; The.nc.e South 86°11'01" East tangent to 5ald curve, a dl5tance of 5.84 feel; Thenc:.e Gf2.80 feet along the arc. of a 35.83 foot radius tangent curve to the right, through a central angle oF 148°24'32", with a c:.hord bearing South W58'53" East, a dl!">tanc.e of 68.Gf5 feet; Thence South 6Gf 0 53'20" it'le5t, a distance of 35.55 feet; Thenc.e 12Cf.46 feet along the arc. of a 410.48 Foot radius tangent c.urve to the left, through a c.entral angle of 15°45'51'', Hlth a c:.hord bearing ~uth 62"00'22" Hast, a distance of 12<:1.05 feet; Thenc:.e South 54"01'23" J.oiest tangent to sard curve, a distance of 224.06 feet; Thenc:.e South 4Gfai1'3T' Hest, a di!">tance of 103.66 feet; Thenc.e South 54°03'50" Hast, a distance of 153.1Cf feet; Thenc.e South 52°48'03'' West, a dlstanc.e of 102.62 Feet; Thenc:.e South 51"11'30" ,V\Iest, a distance of 51.46 feet; Thenc:.e South 4Cf"14'52" J'l.lest, a distance of 61.13 feet; Thenc:.e Gfl.28 feet along the arc oF a 458.15 foot radlu!"> tangent curve to the right, through a central angle of 11°24'04", Hlth a c.hord bearing ~uth 54"56'54' rlest, a distance of Gfi.IB feet; Thenc.e South 60"38'56'' West tangent to said c.urve, a distance of 52.11 feet; Thenc:.e South 61"16'40" Jt'-test, a dlstCflce of q1.42 feet; Thenc:.e 353.01 feet along the arc. oF a 1015.1<1 foot radius tangent c.urve to the right, through a c:.entral angle of lq"55'31", wrth a chord bearing South 71"14'2CJ" We5t, a dl!">tcnce of 351.30 feet; Thenc.e South tWI2'1B" Jl'.lest tangent to said c.urve, a distance of 11.21 feet; Thenc.e South 83°13'2<1" JAJ.est, a distance of 85.64 feet, Thenc.e 125.21 feet along the arc. of a 405.31 Foot radiu!"> tangent c.urve to the right, through a central angle of 11°42'00", n~ith a chord bearing North 81"55'31" Hest, a distance of 124.71 feet; to a point of reverse curvature; Thence IOib8 feet alan<;i3 the arc of a 4q6.55 Foot radius c:.urve to the left, through a central angle of 11"43'51", with a chord bearing North 84.,56'30 Y'l.est, a dlstanc.e of 101.50 feet; Thence South eqoll'32" rlest tangent to 5ald c:.urve, a dlstanc.e of q6.GfB feet; Thenc.e South £n°45'38' We!">t, a dl!">tanc.e of 50.62 feet; Thenc.e South 84°43'02" Hest, a dlstanc.e of 28.50 feet; Thence 156.01 feet along the arc. of a 288.53 foot radius tangent curve to the left, through a c:.entral angle of 30"58'48", with a c.hord bearing South 6<:1°13'38" Hest, a distance of 154.11 feet.; Thence South 53.,44'14" ~st tangent to said curve, a dlstanc.e of 38.12 feet; Thence 224b3 Feet along the arc. of a 270.21 foot radlu!"> tangent curve to the right, through a central angle of 47°37'45", n~lth a c.hord bearing South 11"35'01" Hast, a distance of 218.21 feet; Thence North '18°38'01" JAJ.est tangent to said curve, a dlstanc.e of 33.66 feet; Thence North 12°50'52' Jt'-test, a distance of 50.C!8 feet; Thence North 67°4~'06" Jll.lest, a dlstanc..e of 4<1.40 feet; Thenc.e North 13"24'16" Wes.t, a distance of 4CJ.~6 feet; Thenc.e North 1'1°36'08" Hest, a distance of 3c:t.IO feet; Thenc..e 101.14 feet along the arc. of a 125.<10 Foot radius tangent c.urve to the left, through a c..entral angle of 13°00'12", with a chord bearing South 63°35'45" il'{e5t, a distance of 150.B4 feet; Thence South 26°41':3CJ" Hest tangent to said curve, a distance of 40.06 feet; Thence South 22°28'23" JAJ.est, a distance of BB.30 feet; Thenc..e South 21e32'3B" Y'l.es.t, a dis-tance of 54.8<1 feet; Thenc..e 184.66 Feet along the arc. of a 288.13 Foot radius tangent c.urve to the right, through a c.entral angle of 36°43'12", with a chord bearing South 45a54'14" He-5-t, a dl5tanc.e of 18152 feet; Thence South 64°15'4Gf" Hest tangent to sard curve, a distance of 82.02 feet; Thence 86.16 feet along the arc. of a 16.08 Foot radius tangent c:.urve to the right, through a c:.entral angle of 64c53'20", with a chord bearing North 83"11'31" Jt.le.st, a distance of 81.63 feet; Thenc..e North 50"50'51" ~st tangent to said c..!K've, a distance of '14.12 feet; Thence C13.4.Gf feet along the arc of a 31.2<1 foot radius tangent curve to the left, through a central angle of 143°38'30', V>~ith a c.hard bearing South 51°1'1'54" JI'Lest, a dlstanc.e of 10.80 feet; Thence South I4°2Cf'1Cf" East tangent to said curve, a distance of 4.08 feet; Thence 44.3<=1 feet along the arc:. of a 113.16 Foot radius tangent c:.urve to the left, through a central angle of 14°38'08'\ )IIIith a c.hord bearing South 21 °48'25" East, a distanc..e of 4421 feet; Thence South 2<:1"01'2'1" East tangent to said curve, a distance of 31.55 feet; Thence I08.5Gf feet along the arc. of a 4'17.16 Foot radius tangent c.urve to the right, through a central angle of 12°30'51", with a c:.hord bearing South 22°52'04" East, a dls.tance of 108.31 feet; Thence South 16°36'3<=1" East tangent to said curve, a dlstcnc.e of 16.11 feet; Thenc..e 148.01 feet along the arc. of a 118.48 foot radius tangent curve to the right, through a central angle of '11°36'35", with a chord bearing South lc:tell'40" Hest, a distance of 138.62 feet; Thence South 54"5Gf'51" IAiest tangent to said curve, a dlstanc.e of 46.64 feet; Thence South 56°5q'OO" JI'Le5t, a di5tanc:.e of 51.14 feet; Thence South 5Cf 0 41'40" Jr.le5t, a distance of 54.01 feet; Thence 120.66 feet along the arc. of a 154.2c:t foot radius tangent curve to the right, through a central angle of 44°48'20", with a c.hord Dearing South 82"11'4tf" JAiest, a distance of 111.61 feet; Thence. North 75°24'01" Hast tangent to said curve, a dlstanc:.e of 61.15 feet; Thence North 1CJ 0 34'10" i-"'e5t, a distance of 33.1<=1 feet; Thence IB5.Cf1 feet along the arc of a 166.30 foot radius tangent curve to the left, through a c.entral angle of 65"06'16", )IIIith a c.hord bearing South 67°52'42" Hest, a distance of ll8.c:t1 feet to South line of the NEI/4 SHI/4 of said Section 36, the Point oF Termination of the centerline herein desc:.rrbed; whence the SouthHest one-sixteenth corner of said Section 36 bears South 88 40'48" Hast, a distance of 3GI8.51 feet. NOTICE: AccordnQ to Colorado law you must commence any legal acHon based upon any defect In this survey W'lthln three years after you ftrst discover such defect. In no event may any acHon based upon any defect n this 11JV8Y be commenced more than ten years from the date of the certtllcatlon shown hereon. ALTA/ACSM D TITLE SURVEY • • HIGH MESA COMPRESSOR SITE ACCESS EASEMENT /~ " lHGHMBSA COMPRESSOR SITE SEl/4 SWl/4 B.L.M. 16"36'30!"E 16.11' -=14B.Ol' R=ll8_48' TOTAL LENGTH OF~ 725.7' j_ AGGESS EASEMENT DESCRIPTION (KLEBOLD) A strip of land comprising the traveled surface of an existing raadl"lay, ac.ross the SIAII/4 SHI/4 of Section 36, Town5hlp 1 South, Range Cf6 Hest of the Sixth Principal Meridian, Gounty of Garfield, Stal:e of G-olorada; Hlth the c.enterllne of said roadwa!::l being de.sc:.ribed as fallows: C.ommenc.lng at the South)llle5t one-sixteenth corner of said Sec.tlon 36, thenc.e along the East line of the SWI/4 SWI/4 of 5ald Section 36, South 00 03'26" East, a distance of 566.65 feet to the Paint of Beginning, being on a 60.14 foot radlu5 nan-tangent c..urve to the right, Hhenc..e the radius paint bears North 05°41'14" East; Thence 48.61:1 feet along the arc:. of said c:.urve, through a c:.entral angle of 45°55'40", )IIIIth a chord bearing North 61°20'51" IAiest, a distance of 41.40 fe6t; Thence North 38°23'07" v.Jest tangent to said c!K've, a distance of '1.22 feet; Thence 150.34 Feet along the arc of a IBB.51 foot radiU5 tangent curve to the left, through a c:.entral angle of 45a41'BGf", with a c:.hord bearing North 61gl3'5f?" Hest, a dlstanc:.e of 146.3Cf Feet; Thence North 84"04'46" Hest tangent to said c.urve, a dlstanc:.e of 40.41 feet; Thenc..e North 81c31'51" JAJ.est, a distance of 65.qo Feet; Thence l3.oq feet along the arc of a 125.8CJ foot radius tangent curve to the right, through a central angle of 33°16'04", V>Jith a c:.hord bearing North 10°53'4<1" J.oiest, a distance of 12.01 Feet; Thence North 54°15'47" West tcngent to said curve, a distance of 3'1.41 Feet; Thence North 46°20'10" Hast, a distance of 51.34 Feet; Thenc..e North 41"34'42" Hest, a distanc..e of 50.16 feet; Thence North 53"32'26" Hest, a dlsl:onc.e of 42.c:t0 feet; Thenc.e 160.61 Feet along the arc of a IBB.23 foot radlu5 tangent curve to the left, through a central angle of 45"54'25", with a chord bearing North 11"5Cf'40" JAJ.e5t, a distanc..e of 155.84 feet; Thence South 71"33'01" Jt-test tangent to said c.urve, a di5tanc.e of 4'1.18 feet; Thence South /3"52'14' !Aiest, a distance oF 158.53 feet; Thenc..e South 11°01'41" Hest, a distance. of 101.3<=1 feet; Thenc.e South 64°42'1B" JI'Le5t, a di5tanc:.e of 10.81 /'eet; Thenc.e 130.55 feet along the arc of a 14B.22 foot radius tangent curve to the right, through a central angle of 50~28'40", with a chord bearing South BG!"56'38" Jt'iest, a di5l:ance of 126.40 feet; Thence North 64"4tf'02" It-lest tCflgent to said curve, a distance of 18.03 feet; Thenc..e 15f?.25 feet along the arc of a 26<=1 .<14 Foot radius tangent curve to the right, through a central angle of 33"01'54", Hith a chard bearing North 48°14'05" JAiest, a dl!">tanc.e of 154.08 feet; Thenc.e North 31"3Cf'OB" J."..est tangent to 5aid curve, a di5tance of 142.Cf6 feet to the end of 6arfield Gaunt~ Road 304 at the V'J.est line of the 511-ll/4 of said Section 36, the Point of Termination of the centerline herein described; n~henc:.e the B.L.M. aluminum cap at the SouthHest c.orner of said Sec.tlon 36 bears South 00 12'54" East, a distance of 1255.65 feet. All bearings cited herein are based on North 00 12'54" JI'J.e5t betr~een the B.L.M. aluminum cap at the Southn~est c.amer of said Sec.tlon 36 and the 2" brass c..ap at the Jr.lest one-quarter c.arner of sold Section 36. A=ct5."JG''' R-=6-4.11' A=lct.66' R-=i55.6E.o' Nlct"OISI"E 1"11'90")11151.46' 54<=1"14'52"W 61.1B' .. 'fi.28' R=45e.15' GRAPHIC SCALE 1"~300' 0 300 AGGESS PERMIT DESCRIPTION A strip of land c.ompri5ing the traveled surface of an existing roadwa!::j, across the SEI/4 SHI/4 of Section 36, Township I South, Rang6 '16 IAJ.est of the Sixth Principal Meridian, G-ounty of Garfield, Stat6 of G-o lorado; hllth the c.enterlln6 of said roadn~ay being described as follon~s: Gommenc..lng at the Southwest one-!">l>::teenth c:.orner of ~aid Sec.tlon 36, thenc.e along the North line of the SEI/4 SIAII/4 600 oF said Section 36, North 88 40'48" East, a distanc.e of 3CJ8.51 feet to the Point of Beginning, being on a 166.30 foot radius non-tangent c.urve to the left, Hhenc:.e the radius point Dears South 54°40'26" East; Thence 15.81 feet along the arc of said curve, through a central angle of 5°26'52", n~lth a chord I::.Jearlng South 32"36'08" Hast, a distanc:.e of 15.81 feet; Thence South 2Cf 0 52'42" IA/e!">t tangent to !">aid c:.urve, a dl~tanc..e of I00.5Cf feet; Thence South 21"50'05" Hest, a distance of 108.08 feet; Thenc.e 11.56 feet along the arc:. of a 541.0tf foot radius tangent curve to the right, through a central angle of 12°48'12", i"'lth a c.hord bearing South 28°14'11" ir'l.e.st, a di5tance of 11.40 feet; Thence South 34"58'11" rlest tangent to said c:.urve, a dlstanc.e of 82.38 feet; Thenc.e 154.40 feet along the arc:. of a 16Cf.8'1 foot radius tangent c.ur-ve to the left, through a central angle of 11"2Cf'2T', i"'lth a chord bearing South 2B0 53'33" Y'l.est, a distance of 154.15 feet; Thence South 23°08'4Cf" Jl'.!est tangent to said curve, a drstal'ic.e of 27.64 feet; Thence 15.82 feet along the arc of a 101.04 foot radivs tangent curve to the right, tlrough a central angle of 42"5'1'46", with a c..hord bearing South 44"38'43" Hest, a dlstanc..e of 14.06 feet; Thence South 66"08'35" Jl'.lest tangent to said wrve, a dl9tance of 52.05 feet; Thence 31.32 feet along the arc. of a 60.14 foot radlu5 tangent c.urve to the right, through a c.entral angle of 2Gf 0 32'38", wrth a c.hard bearrng South 80°54'55" Hest, a distance of 30.'18 feet to the Hast line of the NEI/4 Slt-ll/4 of said Section 36, the Point of Termination of the centerline herein described; )'~{hence the Southwest one-sixteenth c.orner of said Sec.tlon 36 bears North 00 03'26" We"">t, a di'3tanc.e of 566.65 feet. All Oearrngs c:.lted herein are based on North oo 12'54" IA!e&t between the B.L.M. aluminum c.ap at the SauthHe5t c:.arner of said Section 36 and the 2" l:::rass cap at the Hest one-quarter corner of said Section 36. 900 ALTAJACSM SURVEY GRAND RIVER GATHERING LLC lllGH MESA COMPRESSOR SfiE SECllON: S.36 lWNSHP: 7 Sou1h RNGE: 96 West MERIDIAN: 61h RIVER CITY CONSULTANTS Integrated Design Solutions 744 Horizon Coun, Suite 11 D Date of Survey: Oct 2011 Grand Junction, CO B1SD6 Phone: 97D-241-4722 Email: inlo@I'CCWHI.com Current Revision: Oct 25. 2011 Plotted: Oct 27.2011 Drown: DRS Checked: KST Field Surveyor: SLG Job No. 1215-001 S:\PROJEClSI 1215 Simnl Mklsllllan Palners\Hgl Meoa\High Mosa llood.pro Sheet 3 of 3