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HomeMy WebLinkAbout1.1 PlansALTA/ACSM D TITLE SURVEY HIGH MESA COMPRESSOR SITE SITUATED IN THE NEt/4 & "NW1/4 OF SECTION 36, TOWNSHIP 7 SOUTH, RANGE 96 WEST OF THE 6th PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO PROPER(( DESCRIPTION (FROM TITLE COMM ITMENT) PARCEL A , A TRACT OF LAND LOCATED IN THE SOUTHEAST 1/4 NORTHrlEST 1/4 AND THE SOUTHrlEST 1/4 NORTHEAST 114 OF SECTION 36, TOrlNSHIP 1 SOUTH, RANGE "l b r!EST O F THE b T H PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MO RE P A RTICUL ARLY D E SCRIBED AS FOL LOr!S, COMMENCING AT THE NORTHEAST CORNER OF SAID SECTIO N 36 AND RU NNING THENC E SOUTH 8'1°31 '04" i"IEST, 2661.04 FEET ALONG THE NORTH LINE THEREOF, THENCE SOUTH 00'28 50" EAST, 1'1 51.2 1 FEET TO THE POINT OF BEGINNIN<S; THENCE SOUTH 10°00'36" EAST, 260.14 FEET; THENCE SOUTH 18°01 '3'1" r!EST, 180.42 FEET; THENCE SOUTH 48°33'14" r!EST, 81.11 FEET; THENCE SOUTH 16°43'48" r!EST, 130.00 FEET; THENCE NORTH 1 1°2'1'3'1" r!EST, 1'16.64 FEET; THENCE NORTH 11°32'15" r!EST, 82.44 FEET; THENCE NORTH 21'18'51 " EAST, 164.20 FEET; THENCE NORTH 11°32'58" EAST, 161.'11 FEET; THENCE SOUTH 53°32 '41'' EAST, 83.68 FEET; THENCE NORTH 61'30'03" EAST, 264.01 FEET TO THE PO INT OF BEGI NN ING. THE BASE BEARING FOR THIS DESCRIPTION BEING SOUTH 8'1°31'0 4" i"IE S T, 26'14.1 1 FEET BETrlEEN F OUND MONUMENTS AT THE NORTHEAST CORNER AND THE NORTH ON E-QUARTER CORNER OF SECTION 36, TO!rlNSHIP 1 SOUTH, RANGE '16 r!EST OF THE bTH PRINCI PAL M ER ID IAN. PROPER(( DESCRIPTION (FROM SURVEY) PARCEL A A TRACT OF LAND LOCATED IN THE SOUTHEAST 1/4 NORTHrlEST 1/4 A ND TH'.: SOUTH!rlEST 1/4 NORTHEAST 1/4 OF SECTION 36, TOrlNSHIP 1 SOUTH, RANGE '16 V'!EST OF TH E bTH PRINCIPAL MERIDIAN, COUNTY OF GARF IEL D, STATE OF COLORADO, BEING MORE P AR11CULARLY D ESCRIBED AS FOLLOr!s, COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 36 AND RU NNl'G THENCE SOUTH 8'1°18'03" i"IEST, 2661.04 FEET ALONG THE NORTH LINE THEREOF, THENCE SOUTH 00°4 1'51 " E,\ST, 1q5121 F EET TO THE POINT OF BEGINNING; THENCE SOUTH 10°13'31'' EAST, 260.14 FEET; THENCE SOUTH 11°4 B'38" JrlEST, 180.42 FEET; THENCE SOUTH 48°20'13" V'IEST, 81.11 FEET; THENCE SOUTH 16°30'41" r!EST, 130.00 FEET; THENCE NORTH 11°42'40" r!EST, 1'16.64 FEET; THENCE NORTH 11°45'16" r!EST, B2.44 F EET ; THE NCE NORTH 21°05'50" EAST, 164.20 FEET; THENCE NORTH 11°1'1'51" EAST, 161.ql FEET; THENCE SOUTH 53°45'4B" EAST, 83.68 FEET; THENCE NORTH 61°11'02" EAST, 264.01 FEET TO THE POINT OF BEG INN ING. THE BA5E BEARING FOR THIS DESCRIPTION BEING SOUTH B'1°18'0 3" irlESf, 2t>'14.51 FEE T BETrlEEN FOUND MONUMENTS AT THE NORTHEAST CORNER AND THE NORTH O NE -QIJART ER CORNER OF SECTION 36, TO!rlNSHIP 1 SOUTH, RANGE '16 r!EST OF THE bTH pRINC IPAL M EK IDIAN. PARCEL B, AN EASEMENT FOR INGRESS AND EGRESS, AS MORE PARTICUL ARLY DESCRBED IN EASEMENT AGREEMENT BY AND BETrlEEN ENGANA O IL ~ GAS i\JSN INC ., A DEL A rlARE '.:.O R PORATION AND GRAND RIVER GATHERING, LLC, A DELAIAIARE LIMITED LI A BILl1Y COM PANY, RECORDED---------------• 2011 UNDER RECEPTION NO.---------------• COUNTY OF G ARF IELD, STATE OF COLORADO. PARCEL D' AN EASEMENT FOR INGRESS AND EGRESS AS MORE PARTICUL ARLY D ESCRl 3ED IN EASEMENT AND ROAD USE AGREEMENT BY AND BET!rlEEN THE U.S. DEPARTME NT O F TH E INTERIOR, BUREAU OF LAND MANAGEMENT AND TBI PRODUCTION COMPANY, A DELAirlA RE COR 'ORATION RECORDED 2011 UNDER RECEPTION NO.--------~------• COlNTY OF GARFIELD, STATE ______________ , OF COLORADO. PARCEL c , AN EASEMENT FOR INGRESS AND EGRESS AS MORE PARTICULAR LY DESCRBED IN EASEMENT AND ROAD USE AGREEMENT BY AND BETrlEEN LARRY A. KLEBOLD A ND K!f<EN K. KLEBOLD AND TBI PRODUCTION COMPANY, A DELAIAIARE CORPORATION RECORDED --------------• 2011 UNDER RECEPTION NO _______________ , COUNrr OF GARFIELD, STA TE O F COlJRADO. 0arfleld count~ Zoning Standards for Rura l Zone : Lot and Bu i ld ing Requirements a . Minimum Lot Area : 2 acres b . Maximum Lot Coverage, Resldentlal Use: 15% Mlm lmum Setbacks: a. Front Yard (measured from fr-ant lot line) Arteria l streeb 50' Loe.al Street' 25' b. Side Yard, 10' or 1/2 building height, wh lc.hever ls greater c.. Rear Yard: 251 Maximum Building He ight. 40' (non-resldenilal) The loc.atlons of underground ut l lltles as sholt\ln hereon are based :x1 vls lble evlance from abo~e ground structures, mar'kings by the respective utility c.ompanles and/or' the ir l ocator ser '-ic.es, and draw ings provided by the utl ll t~ c.ompanles. No exc.avatlons were made during this 5urvey to deterrrne exact loc.atlons and depths of underground utllltles and 5 t ructur""es_ Ac.tual l ocations may vcir-~ s ll ghtl lj rom those as shoHn hereon and additional under'ground utllltles ma11 exist. Ex!s t enGe and loc.at lons of all und!rgr-ound utllltles and struc.t ures should be verified prior to an~ GonstruGtlon on this propert~. This survey does not c.onstltute a tlt le search by this surveyor or River Glty Gon!.il t ants, Inc. All lnfor""matlon regarding owners.hip, rlghts-of-~ay, easements of rec.ord, adjolners, a nd o t her"" cb cume nts that may af f ec.t the quollt~ of title to this propert~ Is from a tit le commitment prepare d b~ L a nd flt le Guarantee Compon~, No. ABD63006514, dated August 1'1, 2011 The pr""aperty described her-eon and represented by this plat Is Cl lease pare.el. It has been monument ed at the request of the client. NOTICE: According to COiorado law you moo commence any legal actton based upon °"" defect In 1hla M:lfV'*'I within three years after you ftrst discover such detect. In no event may any acHon baled upon any defect In this 1Urvey be commenced more than ten year$ from the date of the certtftcaHol • shown hereon. SCHEDULE B SECTION 2 I. Any fac..ts, rights, interests, or-c.lalms thereof, not shoHn by the Public. Recor-ds but that could be ascertained by an inspection of the Land or that may be asserted by persons Jn possession of the Land. 2 . Easements, liens or enc.vmbrances, or c lalms ther-eof, not eho1-11n by the Public. Records. 3. Any encroachment, encumbr"anc.e, vlolatlon, val"fOtlon, Or"" adverse c.lrc.umstanc.e affecting the Title that V'!Ould be dlsc.losed by an accurate and complete land surve~ of tf-e Land and not sho\n.ln by the Publ ic Rec.ords. 4_ An~ llen, or right to a l len, for' servk: .. es, labor Or' materia l heretof ore or hereafter furn ished, lrrposed by la~ and not shoHn blj the Public ReGords. 5. Defects, llens, encumbr-ances, advers~ c.laims or other-matters, if an11, c.reated, first appearing in the public. records or attOGhlng subsequent to the effeGtlve date hereof but pr ior to the dote the propo,,ed Insured acquires of rec.Ord for value the estate o r Interest or mortgage the·'eon c,over-ed by this Commitment. 6. An~ and all unpaid taxes, assessments and unredeemed tC1x sales. 1. (a) Unpatented mining claim"; (b) reservations or exceptlors In patents or In Ads authorizing the lssuanGe thereof; (c) ~atel" r-lghts, c.lalms or' tltle to v.1atel", ~hether or not the matters e><Gepted under (a), (b), or (c..) al"e sho~n by the PubllG Recol"ds_ 8. Existing leases and tenancies, if any. 'l . Right-of-Ho~ for ditches or c.anals c.onstructed blJ th e autnorlt~ of the United States as re5erved In United States Patent No. 511814. 10. Right-of-Ha~ For d itches or Ganals constructed b1J the a u \horlt~ of the United States as reserved In United states Patent No. 5Bll30. IL Terms, c.oncHtlons, pr-avlsJons , burdens and obligations as ~t forth In unit agreement r'ec..or'ded October 18, 1Cf61 In Book 38'1 at Page I. 12. An undivided one-half Interest In al I minerals, gas and oil ond fissionable materials In or upon said propert~, as reserved unto Neille 6. HaijHard In deed r-ec:.or""ded Janual"~ J, 1q14 In Book 453 at Page 311, and an11 and all asslgnment5 thereof Or"" Interests there In. 15. An undivided 1/4 interest in minera l s, gas, ai l and fissionable materials as retained by John Bendetti in deed r-ecorded April 24, 1'181 In Book 510 at Page 146, and an~ and all asskjnments thereof or Interests therein. 14. Lease between Paul Randolph Bendetti, lessor, and Yieste:rn Niner-al Seal"ch, Inc., lessee, as shoV'-ln by memorandum of lease recorded September' 13, 1qq5, Jn Book C!52 a t Page 816, and an~ and a ll a5slgnments thereof Or' lnter-est5 therein. Nnt;,, affidavit rec.orded October 13, 2000 In Book 1212 at Page 502 . 15. Lease between &reg Bendetti, lessor, and """estern Minerd'! Searc.h, Inc.., lessee, as sho1---1n by memorandum of lease reGorded September 13, 1'1 'l5, In Boak '152 at Pag e 8-$, and on~ and all a•slgnments thereof or lntere•ts therein. lb. Lease betl"!een terry Lynn Bendetti, lessor"", and v-testern t1'1era l SearGh, Inc.., lessee, as shown blj memorandum of lease r'ec..orded September 2B, ICfCfS, In Book Cf54 at Page 231, and anlj and all ass ignments thereof or Interests therein. 11. Lease betll'!een Karen &-0Jt11n, formerllj Karen Nllllams, l es~or, and 11'4estern Mineral Search, Inc.., lessee, as shol"ln by memor""ondJm of lease rec.arded September 28, 1qq5, in Ecok <154 at Page 233, and any and all assignments thereof or Interests t here in. Note, affidavit rec.orded October 13, 2000 In Book 1212 ot Page 503. LB. Terms, c.ondltlons, pr-ovlslons, bur-dens and obllgatlons as. set forth ln right of first refusal to pure.hose J"eal estate rec.orded November 20, 1'1'11 In Book 1043 at Page 110. 1q_ Lease betr1een G!"eg Bendett i, lessor, and Tom Brol-'!n, Int., lessee, as sho1-11n ~ memorandum of lease rec.orded September 08, 2000, In Book 1206 at Page 120, and a ny ad all assignment s t hereof or Interests therein . 20. Lease betHeen Terry L !jnn Bendetti and Linda Bendetti, lessor, and Tom frown, Inc.., lessee, as shov-1n by memorandum of lease rec.orded September 13, 2000, In Book 1201 at Pag> 363, and an~ and a l l assignments thereof or Interests therein. 21. Lease betHeen Paul R Bendetti a/k/a Paul Randolph Ber!lett l, lessor, and Tom Broe<n, Inc.., lessee, as shoHn ~ memorandum of lease rec.-orded September' 2<1, 2000, In Bo:k 12oq at Page 122, rnd any and al l assignments t her'eof or lnter-ests therein. 22. Lease betl"!een Karen l:?r'a1-11n f/l<:Ja Karen Jt'.llllJams, lessor ,and Tom Br-own, Inc..., lessee, as shown by mernor-andum of lease reGorded Sept ember 2q, 2000, In Book 120'1 at Page124, and an~ and all assignments thereof or Interests therein. ~ 23. A r19ht-of-~ay and easement granted to Canyon 6as Re>~urces, Inc., For plpe llne, and lnc.ldental purposes, by Instrument rec.orded Oc.tober 13, 2003, In Book 1528 at Page 814. & 24. A right-of-Ha~ and easement granted to Fresco, Inc.., fo pipelines, and In cidental purpo,,es, b1J Instrument recorded MarGh l:l, 2006, In Book 111'1 at Page 523. & 25. Easement granted to Hol~ Cross Energ~. for elec.tr-lc tl"als.mlsslon Or" distribution lrne, and lncldental purposes,~ instrument reGorded Sep t ember II, 2001, under Reception No. 1321B4. Trench, Gondult, and vault agreement reGorded September 11'2001 under Recept ion No . 132185. .&. 26. A right-of-Nay and easemen t granted to etG Can~on Plpllne, LLC, for pipeline, and Incidental purposes, blj Instrument rec.orded .Januar~ OB, 2ooq, under Rec.eptlon No. 161215. & TI. A right-of-Ha~ and easement granted to Noble Energ~ It., For pipelines, and lnGldenta l purposes, blj Instrument recorded December 11, 200'1, under ReGeptlon No. 11q253 2B. Terms, c.ondltlons, provisions, burdens and obligatlons a5~et forth In second amended and restated gas processing agreement blj and bet,,.een Enter prise Gas Processing, LLC, 9 De laHare Limited Llablllt~ Compan~ and Enc.ana O i l ~ Gas (USA) Inc.., a Delav<are Corporation as se t forth In and memcallzed b1J memorandum recorded OGtober 0 1, 2010 under Reception No. lq2320. 2q, Lack of acc.ess t o and fl"om publlc. road, hlgh~ay, or stret. Not e: the Item above ma11 be deleted upon revlev-1 of lease1nd Instruments c.reatrn9 ac..cess easements . SURVEYOR 'S COMMENTS Doc.ument Is lnsvfflc..l-'3nt to locate easement \n.llth c.ertalnt~. Fr'om 5ketch It appear's this easement does not affec.t the •ubjed pare.el. Dac..ument Is Insuff icient to lac.ate easement with certainty. From sketch rt appears this easement does not affect the subject parcel. Document Is lnsuffk::.ent to locate easement with c.el"talntlj . From sketch rt appear-s this easement extends to the tr-ansfol"mer-loc.ated outside the subjec.t propertlj. Document Is lnsuff l c~nt to locate easement with c.ertalntlj. Easement does not affec.t subjec.t pare.el. SURVEYOR'S STATEMENT To Grand River Gathering, LLC and Land Title Guarantee Company This 15 to c.ertlfy that them map or plat and the sur'vey on l"lh lch Is rs based 1-11ere made t:y me or under my d irect supervl5lon ln a::.c.ordanc.e Nlth the 2011 Minimum Standard Detail Requlr-ements for-ALAT/ACSM Land Tit l e Surve~s, jointly e;tablished and adopted b~ AL TA and NSPS, and inGludeS Items 1-4, b(b), l(o) (b)(I) (G), 8, '1, IO(a) (b), ll(b), 12-4, and 16-22 of Table A thereof and addit ional Items listed beloH. The field ><Ork'""" corrpleted on Ocotber 25, 201 1. (a) The propert~ desalbed hereon Is loc.ated Hlthln an area the Federal Emergency Management Agenc~ (FEMA) describes as an "arec of undetermined but posslble flood hazard". No Gommunlty Panel has been prrnted for this area . (b) The property has Indirect acGess t o Garfield Coun~ Road 31'1, a ded icated public. street or hlghe<ay ~ v<a~ of the Ac.c.ess Easemt:nt or other doGument recorded at Rec.eptlon No. --------------· ' (c) The zoning c.lasslflc.atron for the pr-operty Is desc.rlbed hereon as Rural , as designated bj 0arfleld Coun t~. Exc.ept as 5holt\ln, ac.c.or-dlng to the documents provided, there are no vlolatlans of zoning ordlnanc.es restrictions or other rules or regulations v-1lth referenc.e to the loc.atlan of all bvlldrngs, structures and rmpr"ovem~nts s i tuated on the property and the number and c.anflguration of parking spaces. (d) The propert~ described hereon Is the same as the propert~ desc.rlbed In Land Title Guarantee Compan~ Commitment No. ABD63006514, "Ith an effective date of Aug 1'1, 2011 , and all ea•ements, encun-bran c.es, c.ovenants and restrlc.tlons referenced In said title commitment or apparent f r om a ph!jslc.al 1nspec.t1 o n of the site or otherHlse kno11n to me have been plotted hereon or otherJ11115e noted as to their-effec.t on the subjec.t propert~. (e)* This survey lt\las nude on the ground and correctly shoHs the loc.ation of buildings, struG t ures and other substantial lmpl"ovements srtuatec on the above pr'emlse5. There are no visible projections onto the subjeGt p r operty or upon adjacent land al:?vttln~ said propert!j, exc.ept as shown hereon. The sur-vey was made In ac.c.ordanc.e with the laws of the State of Co I or ado. (f) ExGept as shorJn hereon, all ut l lltles 5ervlng the subject pr-opertlj. for-Hhlch t here IS record or ph~sk:.al evidence enter through adjoinin9 public. street:; and/or easements of r-ecord. Dennis R She ll horn, PLS. 1841B Date, • Llmfl:ed piping and lnstri.mentatlon c.ondvlts are shoNn sc.hematlc.ally. Underground loc.atlons are based on plait operator's knov-1led9e and observation of above ground entrtj points. Plant p t I Diagr'"ams should be c.onsu lted for more detail LANO SURVEY DEPOSITS Garfield County Clerk & Recorder Date Book _____ Page Reception No. ALTA/ACSM SURVEY GRAND RIVER GATHERING, LLC HIGH MESA COMPRESSOR SfIE SECTION : NE1/4&NW1/4 S.36 lWNSHP: 7 South RNGE :96 West MERIDIAN: 6th RIVER CITY CONSULTANTS Integrated Design Solutions 744 Horizon Court, Suite 11 o Grand Junction, CO 81508 Phons: 870-241-4722 Email: lnfo@rccweat.com Date of Survey: Oct 2011 Current Revision: Oct 25, 2011 Plotted: Oct 27 , 2011 Drawn: DRS Checked: KST Reid Surveyor: SLG Job No. 1215-001 S:IFllOJEClS\1215&.nmtr.tds11ea11Pa1ne!s\HghMesal l215ttgiMesa .s:ro Sheet 1 ot 3 C.R. 300 0.7 Ml \ I \ \ \~ \~ VIC INITY MAP SUBJECT PROPEl?TY T 3 1 35 \~ \~ \ ENCANA ,f--" ('/I -~~ '--.-"--r; I I KLEBOLD .J . 8.L.M . \ I NOTICE : Accoiclo og to Colotado law you must commence any legal action booed upon any defect In "*survey within 1h,.... vearw after you nm dillcov9r IUCh defect. In no event may any actton based upon any defect In this survey be commenced more than ten yeara frOm the date ot the certtncallOl 1 lhown hereoni. 16" ro Y'IALLAGE GREEK N s ALTA/ACSM D TITLE SURVEY HIGH MESA COMPRESSOR SITE S89°18'03"W 2694.57' - G TANK --- METAL NOISE GURTAIN HT. 14.4 ' SPILL 0 BASINS 0 DEHYD/BETX METHANOL TANKO NOT IN SERVICE C.ONT Al NHENT ""' ·~ '-.._ [}' LAUNCHER~ O" FILTER/GO TO WALLACE CREEK ""' 16 " LAUNGHER - I l NI/ 4 COl'!.NEl'l Se!CT ION Sb Bflt.ASS CA~ Nf:l/4 NY'lll /4 5 .9 b ---- 2661.04' NY-11 /4 Ne l/4 S .Elb -----1 --------------e-~-,:<01"\D tH c>~ _ ~vttACC1--__ ------t------ -- -- l NOTE • THIS STATION l"IAS UNDER CONSTRUCTION AT THE DATE OF THE FIELD l"IORK (OCT 13, 2011). POINT OF BEGINNING I.BASE PARCEL STRUCTURES AND IMPROVEMENTS THAT HERE IN PLACE AS OF THIS DATE ARE SHOHN. FENCE HAS BEEN REMOVED r!HERE IT COULD INTERFERE HITH CONSTRUCTION. ---ELECTRIC PANEL Ill ... ~ ... ~ ':5 ~ ~ ;.. "': ENGINE A IR \\ FILTERS \j C-800 CO MPRESSOR ~ BUILDING ' NDER CONSTRUCT! 2400 SQ FT EMERGENGY GATE BLDG HT : 34.0' (\MFINISHEDJ ©EXHAUST STACK 121>.3' ARJEA: 3.30!5 ACIRJE§ +/- No POSTED ADDRJESS NOT!E!D LESSOR: JBNCANA OH.. & GAS (USA), JJNC. [}" C-E>OO DISG1'R&E LINE I I NOTE , Th is plat Is a representation of the professional opinion of the undersigned svrveyor of the loc.atlon of the property as described In the title d oc.uments re f e renc.ed hereon. The bearlrgs of the boundar~ 11 nes on the d r awing represent the t itle desc.rlptlon r-otated to grid nOf'th of the Lac.al CaOJ"'dlnate 5'..lstem of this survey . The angular Integrity of the llnes and distances have beeti preserved unTe5s they have yielded to senior or c.o ntro lllng llne s. The property desc.rlbed hereon rs located ~rth l n an area the Federal Emergenc.y Management Agenc.lj (FEMA) describes as a n "area of undetermined bu t possible f lood hazard". No Community Panel has been printed For t his area. This property Is under c.ons trvc t lon and the su rf ace Is rrregu lCll"' and In disrepair. There are no designated parking a reas. Primary piping 15 shoHn sc.hematiGally. Underground locat lons ere based o n plant operato r 's k.no~le dge and observation of a bove ground entr~ points. This plat Is not Intended to be a piping and 1nstf"Lmente1tron diagram. Encana's plant P 4 I Diagrams should be c.onsulted foe moce detail. ' GRAPHIC SCALE 1 "=30. 30 60 90 BASIS OF BEARIN6S STATEMENT, Beaclngs ace based on geld nocth of a loc.olly estab1Jshed Transverse Mercator Coordinate System, lac.a l ly determined b:J 6PS observations on the G.L.O. brass c.ap at t he Northeast corner of Sec.t lo n 36, and the brass cap at the North one-quarter c.orner of SeGtlon 36. The meosur-ed bear-Ing of this llne ls S8ct 0 1.B'03"H. L ln eal units are expressed In U.S. survey Feet. LEGEND -$-FOUND PLSS ALUMINUM MONUMENT FOUND ALUMINUM MONUMENT AS NOTED FOLiMD REBAR 4 CAP AS NOTED ~ 0 8 A a. x IZJ [) !:ii @ ~ SET 2"<D ALUM INUM CAP PLS 18478 CONTROL POINT PONER POLE DOHN 6UY ANCHOR ELECTR IC TRANSFORMER ELECTRIC ME TER UTILITY PEDESTAL UTILITY VAULT/MANHOLE ELECTR IC CONTROL BOX S16N 8 STOP S IGN ii POST/COLUMN e CONCRETE PIER * Ll6HT POLE <-f.'\ GATE 'f.._J LINETYPE LE6END SECTION LINES -x--x--x-FENCE ---OHP OVERHEAD UT ILITY LINE ---G NATURAL SAS LINE ---E UNDER6ROUND ELECTRIC ALTA/ ACSM SURVEY GRAND RIVER GATHERING, LLC IIlGH MESA COMPRESSOR SITE SECTION : NEl/4 & NWl/4 S.36 TWNSHP: 7 South RNGE: 96 West MERIDIAN : 6th RIVER CITY CONSULTANTS Integrated Deelgn Solutions 744 Hortzon Court, Suite 110 Grand Juncdon, co 81506 Phone: 970-:241-4722 Email: lnlo@rccweet.com Dote of Survey : Oct 2011 Current Relllslon : Oct 25 , 2011 Plotted: Ocf 27 . 2011 Drawn: DRS Checked: KST Reid Surveyor: SLG Job No. 1215-001 S:\PRO.!:ClS \ 1215 Sllmit Mkilliean PafneB \Hgh Mela\ 1215 Hgh Meeapo Sheet 2 ot 3 AGGESS EASEMENT DESGRIPTIDN (ENCANA) A strip of land comprising the trave led surfac:.e of an existing roadHa~, a c.ros.5 t he SE l/4 Nl-~1/4, the 51/4 NEl/4, t he Nl/2 SEl/4 and the NEl/4 S~l/4 of Sec.lion 36, ToHnshrp 1 Sou t h, Range 'i6 lt'le-5t of the Sixth Pl"l nc.l p al Meridian, Count~ of Garfleld, State of C.olof'odo; "'41th the centerline of said roadHay being described as follo~s = C.Omme n c.lng at the bl""ass c.ap morvment at the Nor"t.h one-qucrter c:;.omer of said Sec.lion 36, Hhenc.e the 0.L.O. br-ass cap at the Northeas.t c.orner of said Sec.lion 36 bears North eq"IB'03 " East, a distance of 26t:l4.51 feet Hlth a l l bearings cited h erein re la t ive thereto; Thence South 10°45'38" Viest, a distance of 206'i.35 feet to the Point o f Beginning of the c.enter-llne herein desc.rlbed; Thence North 2Cf"23'06" Hast, a distance of 16.16 feet; Thence North 31 n26'4B" East, a dfstonc.e of 22.lB feet; ThenGe North 54°16'38" Eost, a dlst.:::•1Ge of 8.01 feet; Thenc.e 12<1.14 feet along the arc. of o 245.B5 foot radlvs tangent c.urve to the right, through o c...entral angle of BO"l4'0B", v-ilth o Ghord becr!ng Nor-th 6Gl 0 23'42" East, o dlstanc.e of 128.24 feet, Thenc.e North 84"11'23" East, a dlstonc...e of 261.31 feet; Thence North ffi 0 2C!'31" East, o dlstanc.e of 155.40 feet; Thenc.e North 00°31'41" East, a dlstanc.e of 16 1.SB feet; Thenc.e 138.85 feet along the arc. of a 122 .53 foot radius tangent cu rve to the r lght, ttrovqi a central angle of 64°55'35", Hlth a c.hord bearing South 6~"54'32" East, a dlstanc.e of 131.53 feet; Thenc.e south 31°26'44" Eost tangent to sold c...urve, o dlstanc.e of r12.qq feet ; Thenc...e 148.11 feet along the arc. of a 403.63 f oot rad ius tangent curve to the left, t hrougi a c.entrol angle of 21"02'01", Hlth a chord bealng South 41"51'45" East, a d!stanc..e of 141.34 Feet; to a point of c,ompo und cu r vature; Thence 11CL5B fee t along the arc of a 185.86 foot radius curve to the left, through a cenl:r'"al angle of 36"51'48", 1t11lth a chord Deering SOvth l 0°54'BGt" East, a dlstanc..e of ltl.53 feet; Thence South B'l"20'33" Eost tangent to said curve, a distance of 62.16 feet; Thence 5ovth 81°03'21" East, a dlstanc.e of 104.2B feet; Thence South 00°26'51" East, a dl&tcrice of 102.85 fe et; Thence South B2°44'55" East, a distance of 55.2B feet; Thence Ill.lb feet along the arc:. of a 51.41 Foot radlu~ tangent curve to t he righ t , thr ough a Gentral CX1gle of 110°=:.6'43", with a chord beOr'""lng South 21"16'33" Ea$t, a dlstanc.e of c:f4.5C! Feet; Thenc..e South 28°1 I '46" Hes.t tangent to !KJld c.urve, a dlstanc..e of 41.1!>1 feet; Thenc..e South 31°41'15" JAlest, a distance of 115.46 feet; lhenc..e Gf3 .G11 feet along the arc. of a 226.00 foot rodlu& tangent cvrve to the left, t hrough a c.entral angle of 23°44'1€>", with a chord bearing Sovth 25°4C!'06" 1--iest, a dlstonc..e of C!3.30 feet; Thence South 13°56'58" 1-iest tangent to said c:.urve, a dlstonc.e of 6B.12 feet; Thence -c:f5 .1C! fee t along the ore. of Cl 64.11 foot radlvs tC1ngent Gurve to the left, through a c.entral angle of 85"36'55", Hlth a chord bearing South 2e 0 51 'BO" East, a dlstanc:.e of 81 .12 feet ; Thence South 11°3q51" East tangent to said CIJr"V0, a dl&tCl'lc.e of 33.00 feet; lhenc.e ICl.66 feet along the arc.. of o 155.&B foot radius tangent c.urve to the l eft, throogh a c.e nt r ol angle of 1°14'10", Hlth a c.hord bearing South 15°11'03" East, a distance of ICl.65 feet; Thence South 18°54'08" Ea:;t tangent to ~ld curve, a dlstanc.e of 32.11 feet ; Thenc.e 6Cl.64 feet Cllong the ere of a 1313.55 foot radius tangent GLX-ve to the right, througt a central angle of 2"54'11", with o chord 'oecrlng South ll"26'5'l" East, a distance o f 6C!.63 feet; Thence south 15°5C!'51" East tangent to said CUr'"VB, a dlstanc..e of 168.30 feet; Thence c:i1.Gfl feet along the ore. of a 242 .()Cl foot radlvs tangent Gvrve to the left, through ll c..enl:r'"ol angle of 23"10'11", Hlth a c..hord bearing 'South 81"34'5<1" East, a dlstanc.e of Cll.24 feet; Thence North 00°4C!'53" East tangent to said c.urve, a dlstonc.e of 110.16 feet; ThenGe North 1Gf"Ol'51" East, a dlstanc.e of 110.06 feet ; Thence 115.50 feet along the arG of a 212.41 foot rodl1JS tangent Gvr'"ve l:o the le f t , throu91 a central G1"19le of 51 "OG\'15", jt>jJth a c.hord bearing North 63°21'13" Eost, a distance of 114.08 feet; to a point of reverse c.vrvd:ure; Thence 16.51 feet along the arc of a 216.00 foot radlu~ c.vrve to the right, through a central angle of 4°21'41", wllh a c.hord bearing Nor th so~o3•2q" East, a distance of 16.50 feet; Thence North 52"14'22" East tangent to said curve, a distanG-e of 81.14 feet; Thence 165.24 feet along the ere.. of o I022.Gf3 foot radlvs l:Clngent curve to the right, throuc:Ji a c..entral angle of Gf"15'20", l-'llth a c.hor'"d bear'"lng North 56°52'02" ECl5t, a distance of 165.06 feet , Thooc.e North 61°2C!'42" East tangent to sold c.vrve, o dlstanc.e of 63.38 feet; Thence 131.65 feet along the arc.. of a 53Gt.26 foot radius. tangent cvrve to the right, throvgr a central angle of 14°31'30", rilth a chord OOorlng North 6e 0 48'21" East, a distance of 131.21 feet; Thenc..e North 16°01'12" East tangent to sold c.urve, a distanc.e of 6B.53 feet; Thenc..e 88.23 feet along the ore of a 231.1C!' foot radius tangent cu rve to the left, throvgh c central angle of 21 "48'34 ", Hlth a c.hord bearing North 65°12'55" East, o dlstanc..e of 81.10 feet; Thenc,e North 54"1B'31" East tangent to sold c.urve, a dlstonc.e o f 54.Gll feet; Thence W.2c:f feet along the arc. of a 315.23 foot radius non-taigent curve to the right, thr;)ug-i a c entr'"al angle of 12"15 '35•, Hlth a chord bearing North 64°34'11 1 East, a distance of 00.13 feet; Thence North 10°42'04" Ea5t tangent to sold curve, o d istance or 13.C!'2 feet; Thence North 61"1 5'40 ~ East, a dlstanc.e of 33.18 feet; Thence li.85 feet along the Or'"C of a 15.23 Foot radlu5 oon-tangent c.1.XVe to the r'"lght, ttrouq-i a centr'"al angle o f 13°34'41 ", Hlth a c..ho rd bearing North 81°01'31" East, a dlstanc.e o f Ii.let feet; Thenc.e South 86"11'01" East tangent to said curve, a dl5tance of 5.ti4 feet; Thence C!2.80 f'eet along the arc of o 35.83 foot rodlus tangent curve to the right, t hroucjl c c.entral angle of 148°24'32", Hlth a chord beorlng South II ~58'53" East, a distooc.e of b8.C!5 feet; Thenc..e 5outh e;,q"53'20" Hast, o dlstanc..e of 35.35 feet; Thence 12=1 .46 feet along the arc. of' o 410.48 foot rodlus tangent GUrve to t~1e l e f t, t hrough ::l centra l ang le of 15°45'51", with a chord bearing South 62°00'22" ""'6st, o distance of 12q .05 feet; Thenc..e South 54°01'23" ~est tangent to said curve, a dl5tcnc.e of 224.06 fetlt; Thence South 4'1"11'31" !"test, a dlstclnc.e of 105.66 feet; Thence South 54~03'5'.?" Y'-lest, a dlstanc..e of 153.lc:{ feet ; Thence Sovth 52°4e>'03" 1-iest, a dlstonc.e of 102.62 feet; Thenc.e South 51"11'30" l<'le!it, a distance of 51.46 feet; Thenc.e South 4"0 14'52" Ir-lest, a dlslonc.e of 61.13 feet; lhenc.e Gll.28 Feet along the ac. of a 45e>.15 foot radlvs tangent cvrve to the rlcjlt, through l central angle of 11"2 4 '04", H!th a chord bearing South 54"56'54" Hast, a dlstanc..e of Cll.IB Feet; Thence South 60"38'56" l"lest tCl'l9ent to sold curve, a dlstanc.e of 52.11 feet; Thenc.e South 61°16'40" ~st, a dlstanc.e of '11.42 feet; Thenc.e 353.01 feet along the arc, of a 1015.lq Foot radius tangent Cl.lr"Ve to u1e right , thr'"ougl a c.entral angle of 1q"55'31", Hlth a chord bearing South 11°14 '2GI" i"iest, a dlstanG.e of 351.30 feet; Thenc..e South 81°12'16" Hast tangent to said c.Vf'Ve, a dlstanc..e o f 11.21 feet; 111enc.e south 83°l3'2C!" Hest, a distance of 85.64 feet; Thenc.e 125.21 feet along the arc. of a 405.31 foot radius tangent curve to the rrcjlt, through 1 c..entral angle of 11°42'00", ~I th a chord bear'lng North 81°55'31" f"Je5t, a distance of 124.11 feet; to a point of reverse curva~re; Thence 101.68 feet along the arc. of a 4Cl6.53 foot r'"adlus cur'Ye to the left, trv-ovgh a cent ra ang le of II a43'51", Hl th a c.hord bearing North 84"56'30" ~st, a dlstonGe of 101.50 feet; Thenc.e South 8Gt"ll'32" V'-le5t tangent to said cvrve, a distance of Gt6 .GI B feet; Thence South Bl"45'3b" l"lest, o distance of :50.62 feet; Thence South 84"43'02" V'-'85t, a distance of 2e.50 feet; Thenc.e 15b.OI feet along the arc of a 288.53 foot radUs tangent curve to the left, thr'"ovgh ( c.entral angl~ of 30"5B'4B", Hlth o chord becrlng Saul:.h 6G1"13'38" West, a dlstanc.e of 154.11 feet; Thence South 53°44'14• Hest tcingent to said c.urve, o distance or 38.12 feet; Thenc..e 224.63 feet along the arc. of a 210.21 f oot radius tangent c.urve to the right, throvgta c.entral angle of 41"31'45", with a Ghord bec:rlng Sovl:.h 11°33'01" J."lest, a distance o f 218 .21 feet; Thenc..e North 18°38'01" Y-lest tangent to said Gur'"ve, a distance of BB.66 feet; Thenc,e North 12"'50'52" V'lest, o distance of 50.cte fee t; Thence North 6l 0 4C!'06" He~t, a dlstcnc..e of 4-Ci.40 feet; Thence Nor'"th 13°24'16 " J.iest, a dlst<.T\Ge of 4C!.Gl6 feet; Thence North 1Gf 0 36'08" ~5t, a dJstanc.e of 3C!'.IO feet; Thenc..e 161.14 feet along the arc. of a 125.GIO foot radius tangent c.vrve to the left , through central angle of 13"36'12", v-11th a chord bear!ng Sovth 63°35'45" West, a dl5tance of 150.84 feet; Thenc.e South 26"'41'3'l" ~est tangent to said curve, a dlstanc.e of 40.06 fef3t; Thence South 22".28'23" Hest, a dlstanc.e of 8B.30 feet; Thence South 21"32'38" ~st, a dlstanc..e of 54.&=I feet; Thence leA.66 feet along the arc of o 288.13 foot radius tangent c.urve to the right , ttrOUf! a central angle of B6°43'12", Hlth a chord beorlng South 45°54'14" !Alesl, a dlstanc.e of 181.52 feet ; Thence South 64"15'4'1" ~st too.gent to said cvrve, o distance of 52.02 feet; Thenc.e eti.16 feet along the arc. of a 16.0e Foot radius tangent curve to the right, through I central angle of 64.53'20", with a c.hord bearing North 03"11 '31' lf'J.est, a dlstanc..e of 51.63 feet; Thenc.e Nor'"th 50°50'51" Hest tangent to said curve, a dlst.anc.e of 14.12 Feet; Thence Gl3.44 feet alon~ the arc of o 31.2ct foot radius l:Gr'lgent Gurve to the left, throvgh a::.entral angle of 143°38'30", Hlth a c.ho r'"d bear-Ing South 51 1Gl'54" JAest, a dlstanc..e of 10.86 Feet; Thence South 14"2Gf 'IGf * East tangent to said curve, a dtstanc..e of 4 .0 8 feet; Thenc..e 44.BGI feet along the crG of o 113.16 foot radltJ5 tangent Gurve to the l eft, t i-rough , c,entraf angle of 14"38'05", Hlth a chord OOarlng Sovth 21°48'25" East, o distance of 44.21 Feet; Thenc.e South .2'1°01'2GI" East tangent to said cl.K'Ve, a distance o f 31.55 feet; Thenc.e 108.SC1' feet along the crc. of a 4Gt1.lb foot rodi1JS tangent cvrve to the right, Urovgh:i c,entral angle of 12"30'51", i"jlth o chord bearing Sovth 22°52'04" East, a dlstonc.e of 108.31 feet; Thenc..e South 16°36'3'1 " East tangent to said curve, a dl~tanc.e of 16.11 feet; Thenc.e 145.01 feet along the arc of a 11 8.48 f oot radrvs tangent cur'"ve to the r1qit, through:: c.enl:r'"al ang le of 11"36'35", with a chord beortng South tcf0 11'40" V'l.est, a dl:;tonc.e of 138.62 feet; TI-ienc.e South 54"5C!'51" V'-4est tangent t o said c..urve, a distance of 46.64 Feet; Thence Sovl:.h 5b"SC1''00" l"lest, a dl5tanc..e of 51.14 feet; Thenc..e South 5Gf 0 41'40" Hast, a dl5tcrlGe of 54.01 feet; Thence 120.66 feet along the arc. of a 154.2q Foot radius tangent c.vrve to the rig-it, throu~a c.entrol angle of 44"48 '20", Hlth Cl c.ho r d bearing Sovth 82"11'4~" rlest, a dls-tanc..e o f 111.6 1 feet; The nce North 15~24'01" 1"4es t tangent to said curve, a distance of 6l.15 feet; Thenc.e North lq 0 34'10" He:;t, a distance of 33.iC! feet; Thence 186.Gli feet along the orG o f a 166.30 foot radl!JS tangent GtX'Ve to the left, t hrou9 lGenl:.ral crigle of 65~06'16", 1<'111:.h a chord bear1r19 Sooth 61~52'42" .Nest, a dl5tanc:.e of 118.'11 feet to South line of the NEl/4 5'~1 1 of said Section 30, the Point of Te r mination of the centerllne herein described; whence the SouthHest ont:'-slxteenth c.orooof sa id Section 36 bear5 South ee 40'48" v-.lest, a dlstanc.e of :¥18.51 feet. NOTICE : According to Colocado law you must commence any legal octton baled upon any defect In lhll IU""Y wtttw'l lhree yecn alter you nm dlocoVer ouch defect. In no event may any octton booed upon any defect In this IUN6Y be commenced more than ten years trom the dale al the certtncolloo shown ii.eon. ALTA/ACSM D TITLE SURVEY HIGH MESA COMPRESSOR SITE ACCESS EASEMENT ,~~ J ..t- ~IP .. A=l~:l4' Jl R .. 245.85",_' •;__,..,. te1"2b'4a"E 22.ie· N.:;lq"23'0fl"><(;r.:;.--, lb.ib' JHGH MB.SA COMPRESSOR SIT'E Nf'A"l6'03"E 26Cl451' ---- s&:l'0 20''3'E 62.16' 5fi.5•26'5;1"Esa2 •+4'55'E 55.2e' sa1•re•21"E 104.2ei' ........ '15.1'1' R,,64.11' A<'l"'l.66' R"l55be' A=t>'lb4' '"1319.55' N'l"l"Ol'5l"E "11'30'H 51.46' S4'1'14'52'H fli.13' :'ll.2tl' Rs45b.15' 560''6'56'1"1 52.11' 561"16'40"1"1 '11.+2' sa1•4s'3e'l'i A,,101.ee· PROPERTY LINE J_ ACCESS EASEMENT DESGRIPTIDN (KLEBOLD) SEl/4 SWl/4 B.L.M. TOTALLBNOTHOF~ 725.7' A strip of land c.omprlslng the traveled surface of ai exls.tlng roodHa~. ac.ross the SHl /4 SHl/4 of Section 36, ToHn5hip 1 South, Rcnge Clb ~5't of the Sixth Principal Meridian, county of Grarfleld, State of Colorado; with the c.enterllne of &a!d r'"OadHa~ being desc.rlbed Cls fo l IOH:!:I• Gammenclng at the South!<iest one-sixteenth corner of sold Section 36, thenc.e along the East line of the SHl/4 5Hl/4 of sold Section 36, 5c::>vth 00 03'26" East, a dl5tanc.e of %6.65 feet to the Point of Beginning, being on a 60.14 foot r'"adlll5 non-tangent curve to th" right, Hhence the radius point bears North 05"41'14" East; Thence 48.6Gf feet olon9 the arc. of said c.urve, througi a c..entrC1I Cl119le of 45"55'40", Hlth a c..hord bearing North 61"20'51" Jllle.st a distance of 41.40 feet; ' Thence North 35"23'01" ~st tcrigent to said curve, a distance of '1.22 feet; Thenc.e 150.34 feet along the arc. of a 188.51 foot radius tangent c.urve to the left, throvgh a Gentral oogle of 45"41 '3<:i", Hlth a c.hord 'Deering North 61°13'56~ l"lest, a distance of 146.3Gt feet; Thenc.e North 84m04'4b" Hest tangent to said c.ur'"ve, a dl5tance of 40.41 Feet, Thenc.e North 81°31'51" Ir-lest, a distance of 65.GIO feet ; Tnenc.e 1:3.m feet along the arc. of a 125.8'l foot radius tangent c.urve to the r ight, through a c..entral angle of 33"10'04", Hlth a chord bearing North 10°53'4<1 " Y'Wst, a distance of 12.01 feetj Thenc..e North 54"15'41" l-"le5t tangent to said c..urve, a dlstonc.e of 3G.41 feet; n.ence North 46"20'10" 1"4est, a dlstCl'lce of 5 1.34 feet; Thence North 41°34'42" Hast, a dl5tance of 50.16 feet; Thence North 53"32'26" Y'te:;t, a distance of 42.qo feet; Thenc.e 160.61 feet otong the arc. of o 18€>.23 foot radius tangent cur've to the left thr-ough a central angle of 48°54'28", Hlth a c.hord becr1ng North 11°5'1'40" ¥"(est, o distance of 155.84 Feet; ' Thence South 11°33'01" Hest tangent to said curve, a dlstanc..e of 4'1'.18 Feet; Thenc.e South 13°52'14" J.iest, a dlstanc.e of 158.53 feet; Thenc.e South 11°01'41" Hest, a dlstcnc..e of IOl.3C! feet; Thenc..e South 64"42'1.B" ~st, a dlstonc.e of 10 .81 feet; Tnenc.e 130.SB feet olong the arc. of a 148.22 foot radius tangent c..urve to the right through a central crigle of 50"28'40", Hlth a c.hord bearing South f}C!'~56'38" Jl'iest, a dlstonc.e of 126.40 feet; ' Thence North 64"4Gt'02' V'-lest tangent to said c.IJJ""ve, o distance of 18.03 feet; lhenc.e 156.25 fee t along the arc. of a 26q.q4 foot radius tangent c..vrve to the right ttrovgh a central angle of 33°0<1'54", v.1lth a c.hord bearing Norl:.h 48°14'05" Hest, a distance o f 154.0e Feet; ' Thence North 31°3C!'O.B" .Nest tangent to said curve, a distance of 142.Gl6 fee t to the end of 6arfleld C-Ovnty Rood 304 at the He5t llne of t.he SV>ll/4 of said Sec..tlon 36, the Point of Termlnat\on of the centerline herein described; v-1hence the B.L .M. alumlnum c.op at the SouthNe&t corner o f said Sec.lion 36 bear'"s 5c::>vth 00 12'54" East a dlstonc.e of 1255.65 feet. ' All bearings cited herein are based on North 00 12 '54" r!est OOtHeen t he B.L.M. alvmlrum ccp at the SouthHest c.orner of sold Sec.lion 36 and the 2" brass cap at the He&t one -quc:rter c.orner of said Sec.tJon 36. 50.62' R::4'lb.~' A=ol:25.21 ' R=405.31' Stll'12'1ti"H 11..21 ' GRAPHIC SCALE 0 300 600 AGGESS PERMIT DESGR1p··1 0N A 5trlp of land c.omprlslng the tr'"aveled surface of an existing roadhlcy, across the SEl/4 Sl-'{1/4 of Sec.lion 30, Townshl 1 Sovth, R.alge G16 It-lest of the Sixth Principal Herldian, Govnty of IScrfleld, State of Colorado· Hlth the centerline of sfid roadHay being described .as follow5: ' Commenc..lng at the Sout~est one-5lxteenth corner of said Sec..tlon 36, thence a long the North line of th SEl/4 SH l /4 of said Sec.tlon 36, North b8 40'48" East, a dl5tanc.e of 3C!8 .51 feet to t he Point of Be lnnln beln on e non-tangent C.tX've to the 1,~ft, whenc..e the radius point bears South 54"40'26" Eas-t· 9 g, 9 Cl 160.BO foot radius Thence 15.81 feet along the ere of said curve, throtJ91 a central angle of 5°26'52" · n1lth a c.hord beorlnri ~ lh 3 2 "36'0.B" ,A,_ t a dl5tanc..e of 15 . .BI Fe.et; ' ::i u r"U::>S , Thenc.e South 2C!0 52'42" 01.est tangent to said Gurve, a distance of 100.SG feet; Thence South 21 "50 '05" V'le5t, a d istance of 108.08 Feet; Thenc.e 11.56 feet along t~e arc. of a 341.0Gf f oot radllJS tangent Gurve to the right, through 0 central aigle of 12 c 4 8'l 2 " Hlth a c..hord bearing South 28"14'11" Jl'lest. a distance of 11.40 Feet · ' lhenc.e South 34"38'11" 1-ie:.t tangent to 50id GUrve , a dl~l:c:nc.e of b23e feet; Thenc,e 154.40 f'eet along tie arc of a 16C!.8C! foot radius tcrigent curve to the left, through a central onrile of 11 ~2q'2l", Hlth a c.hord bearing South 2fl"53'33 " Hest, a distance of 154.15 feet· ::i Thence South 23co5•4q" H~st tangent to said curve, a dlstanc.e of 21.64 feet; Thenc..e 15.82 feet along tte ac of a 101.04 f oot radlu5 tangent curve to the right, through a central anrile of 42osq'4l;i" Hlth a c..hord bec:rlng South 44"35'43" Hest, a dl5tanc..e of 14.06 feet· ::i ' Tilenc.e South 66°0.B'35" H::st tangent to sold curve, a distance of s2.05 feet; ThenGe 31.32 feet along t.re a~c of a 60.14 Foot radius tangent cvrve to the right, through a central angle of 2<1"32'3B" with a chord beCl('lng South W 54'55" Hest, o dis.lance of 30.Glei feet to the ' Hest llne o f the NEl/4 Slt-4114 of 50ld SeGtlon 36, the Point of T ermlnatlon of the c.ente rllne herein described· Hhenc.e the South1r<1est one-sixteenth c.or'"ner of said Section 36 bears ' North 00 03'26" ~st, a d&tance of 566.65 feet. All becrlng!; cited herein ae based on North 00 12'54" lt'4est OOtween the BL M alum inum cap at the SOuth t of sold 5ec..tlon 36 and the 2" brass. cap at l:.he ~est one -quarter c.omer of. s"ard Sec.tlan 36 . Hes corner 1"~300' 900 ALTA/ACSM SURVEY GRAND RIVER GATHERING LLC HIGH MESA COMPRESSOR SITE SECTIO N: S.36 1WNSHP: 7 South FIN GE: 96 West MERIDIAN : 6th RIVER CITY CONSULTANTS Integrated Design Solutions 744 Horizon Court, Suite 11 o Grand Junction, CO 81508 Phone: 970-241-4 722 Email: lnfo@rocwast.com Date o1 Survey: Oct 2011 CUJent Revision : Oct 25, 201 1 Pl otted: Oct 27. 2011 Drawn: DRS Checked: KST Reid Surveyor: SLG Job No . 121 5-001 S:I PROJECTS\121 5&mrltMdsl1ea11Patners \Hlt!Mela l ~MeeaRoadpro Sheet 3 01 3 v . r I / \ / I 1 '. , :) T v :ci n :ty Mop (1 " "'" 5.00 0") 1 Vic i nity Mop Legend Poree! Line Rood Dro in or;ie SeetiOl'I Line To wnship Lin• 11"-if-----------l-Hi9h Me so Comp r ~~or Sta t ion ::--: Project locoti011 -10.6 M1!ff To Porochul& (By Rood) (Vic in·'.y Mop .,formation Comp;led From Garfie ld County Gl S Data) Pipe Risers _/ Me ter Bldg<) Pipe Risers Comm &{! Tower lj Meter Bldg ) .. . ,. EMERGE~Y 6ATE hid Compressor Build 09 r 2Q' ~O• Compressor 8uildinq Elevation Dl~H-FI L TER ELEGTRIG,,.. PA NELS \_ ~ • (I.I T.5 .) 15" Culve r t .. CONT AINriEN \ ~META L NOISE; CU~TA~N HT, 14.4' 0 T A\\.'(S GOMBU5101;!: TG f G TANK .S;, ~/: ;,t;ge.,r;.t oM6USTOR TC l -2000 COMEVSTO ~ ~.s • ~O BURN STAGK OUNDATION .. OUT OF 5ERVfc.EJ SPILL 0 6ASINS 0 ---~- lb" TO HJAc.E GREE ose-. •• --------------------. --::----- NOTES: 1. THE LOC A.TIONS OF UNDERGROUND UTILITIES AS SHO'l.N HEREON ARE BASEO ON VISIBLE El/1DENCE FROU ABOVE GROUND STRUCTURES,RKINGS BY THE RESPECTI VE UTILITY COMPANIES AND/OR THEIR LOCATOR SERVICES, AND ORAV!1NCS PROVIDED BY THE UTILITY COMPANIES. NO EXCAVATIONS WERE M"DE OURINC THIS SURVEY TO DETERt.1 1NE l!XA.C T LOCATIONS ANO OEPIHS OE THE UNOERGROUNO-UTILITIES ANO STRUCTURES ACTUAL LOC ATION t.1AY VARY SLIGHTLY FROM THOSE SHOWN HEREON ANO ADDITIONAL UNDE RGROUND UTILITIES MAY EX f£XISTENCE AND LOCATIONS OF All UNDERGROUND UTI LITIES AND ST RUCTURES SHOULD BE VERIFIED PR IOR TO ANY CONSTRUCTION ON THIS PROPERTY. -< • ----~ ... • :r. I 15.00' -----2 EXISTING SUR\1£Y INFOR~A TION (I NCLUDI NG EXISTING UTILITIES) ~ROVIDEO BY WASATCH SUR\IEY1NG. 3 PARCEL !NFOR M,t,TION IS TAKEN FROM THE GARFIELD COUNTY GIS WEBSITE . ~ THE PROJECT IS LOCATED 'MTHIN A :520.0 ACRE PARCE L, ' 2409:5610048, WH I CH IS OWNEO BY ENCANA Oil ANO GA.S (us,r.,), IN MORfJAI.. TERMS, I T IS LOCATED IN THE EAST ~ NORTHWEST J' AND S~TH WEST ).; NORTH EAST I', SECTION 36, TOWNSHIP 7 SOUTH. RANGE 96 WEST OF THE 6TH PR INCIPAL MERIDIAN . GARFIELD COUNTY, OR•OO THE SITE AREA IS APPROX IM ".TEL Y 3 . .31 ACRES -----5. ACCORDING TO Tr-1E NRCS WEB SITE, THE UPPER LAYER OF SQL PRESENT AT TH E PROJECT SITE CONSISTS OF ILDEFONSO STONY LOAIH ILL CHANNERY LOAM, POTTS LO AM, AND POTTS-ILOEFO NSO COMPLEX THESE SOIL$ HAVE A HYDROLOGIC SOI L CLASSI FI CATION Of B (MODERATE RUNOFF POTENTIAL). THE WHO LE SO IL EROSION K F"ACTOR Fl'HES E SOILS IS BETWEEN 0.15 ANO 0.28, MEAN ING THESE SOILS ARE MILD TO MODERATELY EROSI VE. I ! J 2" I Cu!ve~t Enclosures > / , / / , / / " • , c,.c,ESS ROAD lN USE • Vault (Undt:rground) I 1 10' l/l.i.1....ET HEADER / t. 98' c.-eoo GOMPq_E 5SOR 8UILD i N6 2400 SQ FT B" G-WQ-- Dl"f" RGE C·NE , , / - , - --------- , ----- -- - , , 6 . [)(ISTING VEGETATIO N ON THE SITE CONSISTS PRIMARILY OF HIGH DESERT VECETATION (SAGE . RABBI T BR US H, JUNIPER. ETC .). UNOISTlD PORTIONS OF THE SIT[ ARE APPROXIMATELY 70~ VEGETAITD . 7 THIS SITE IS LOCATED WITHIN "'RURA.L~ ZONING . 8 . THE SITE IS APPROXI MATELY 175 fEET F"ROM THE CLOSEST PROPERTY LINE. tNi:i:-l-o:<:ll~-r---------------------,;""''i'<moww-------------------i-~--_.j ·~~~~5-~-n~·~--~--~~~·~~-~~--~~-~-ru~ra--~IT~•S-~~~m t~N~O~.~~~DfA~IT~r+-------------,~=~~w~D~E~S~C!R~I P~TI~O~N~~~~~~--------~====I=]B~YC~ BE A PIPING AN O INSTRU MENTA TION DIAGRAM. ENCAN.a.'S PLANT P & I DIAGRAMS SHOULD BE CO NSULTED FOR MORE DETAIL . 05.18.12 Revisons to lit10 Block cs per 05.16 .12 Emo REVISIONS •m• 10. THE ORIGINAL DRAWING SIZE IS 24" X 36". 1 07 OJ.12 11. THE TOTA L ANTICIPATED BU ILDING SQUARE FOOTAGE WlTHIN THE SITE BOUNDAR Y IS 2,600 SO F"T. Revised os per Comments From ~ike Rose o1 SLimm•t ~idstreom Dated 06 2912 12. USES ANO GRANTEES Of ALL EXISTING ANO PROPOSED EASEMENTS ARE SHOWN ON THE ALTA/ACS~ SURVEY HIGH MESA COMPRESSOfE BY Rl'v[R CIT'!' CONSULTANTS, DATED OCTOBER 201 1 (3 SHEETS) 13 GA RflELO COUNTY RE CORO IN C INFORMATION FOR TH IS PRQ..ECT INCLUDES RECEPTION NUMBERS 81005 7 (ASSIGNMEN T ANO ASSU M PT~O~EEMENT), 810071 (SHORT FORM FOR SURFACE LEASE). AND 81 4-658 {RIGH T OF WA Y EASE MENT). :\?RO JEClS\1086 EnC;ina\044 High Mesa Site Plan\Design\1086-044 .cl wg, 7/10/2012 1:36;28 PM, XerOll. 6204 Wide Fo rmat with Free Flow Aco:e s •m• • -, .. S89 7 18'03"W 2 694.5 7 ' '\!!!!:l/.a N l"ll l/4 S .3b ~I POINT OF BEGINNING LEASE PARC EL ~ .., -'1 ;\ 27 67' _i / • .. / ,' • , , 2661.04' , , • - \ \ \ ' , ' \ ' ' ' I '!, I I ' ' I -/ I -I I \ ' \ ' ' ' \ ' ' ' I ) , , - / , / , -, / , , , JO o 15 JO 61J ~~=-•2·i1-a•~;;1•·t:-.j I IN FEET INCH : 30 FT CONTOUR INTERVAL FOOT \ I I I I I BAS IS OF 8EAR.INGS STA!fMENI 8ecrin.;is ere bo!lled on grid north of 0 locolly e'tot>11!Med Trol'l s ver se l.1 ereotor Coord1note System. locall y determ in ed by GPS observotions on the C.L.0 . brass cop ol the Nor ttiei:ist cornet" o! Section 36, ond the bro!! eop ot th• North one-quortei" corner o f Section J6 lhe meosl.lred beor1n9 o f thia l in • la S 89 1 8'0J~ W. Une ol units ere e.:pressed in US. S!Jr~y Feel LEG END ----·--- pARCfl M ?4 09}§1000 48 I EGA! QfSCRlfTION (TAKEN EBQM CARf!f! p C)!NJY G!S Wf65'Tfl EXIST NG OVERHEAD POWER EXIST NG CO". TOUR SECTION: 25 TOWNSHIP : 7 RANG£: 96 SURFACE & 3/4 MIN/RTS SESW, SEC. J6 S2N[, E2NW NESW, N2SE RIVER CITY PROJECr !086-044 ---,CO NS U L T AN TS: 74<1 Horizon Court. Suite 1 10 P hone; 970.241A7l2 Grand JLinGtion, Co . 81506 Fioc 970.24 \.81-41 DRAWN BY: nmr CHECKED 9 y, m ------- ---x~-- EXIST,NG ROAD EXIST NO ~OW/EASEPJENT LINE EXIST.NO FENCE: ORAl'ljAGE PATH BUILDING OR STRUCTURE FX1$TING UNOERGROUND ELECTRIC Grand River Gathering, LLC High Mesa Compressor Station Site Plan SC ALE DATE ISSUED ' 04.0 2.12 HOR IZ: , .. -.30' VER T' N/A SHEET NO . OF SHEErs C1