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HomeMy WebLinkAboutApplication - PermitGarfield County No. I 10643 Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 <'-b r' 0 '1 d.-W ~.J-~1/ II\ JobAddress: c~33/ ~ 8/bSA Locality: f ~ 11:: J_ ( ~ '1-d! 1-60 -7 1 ~ UseofBuilding: (~ ff' ~~ "'1:)-ll 0 /1.... 1 • -J-t-r ~ •1"1 A.-I _,-t-;-:... A Owner:~~~ Contractoro UJ~WW ~· . Amount of Permit: ;2.14 . D b Date: ~ f 7, .,)ll\) 7 Clerk: C.~ 1 2 3 • I GA RF I E LD COUNTY BUILDING PERMIT APP LI CA TI O N 108 8 '" Street, Su i te 20 1, G lenwood Springs, CO 8160 I Ph one : 970-945-82 12 I Fax: 970-384-3470 I Inspection Line: 970-384 -5003 Pe r mit No: {;t-/o f> C{3 Parce l/Schedule No : 21 79 -2 8 1-00 -714 I Job Address: SW ~jS e ction 28, Tow p~ Sou:~· R a nge 92 Wes t, 61 h P.M . (S~iai!Y 13A .. 28-692 Well Pad) ro J.a. I <:~ X"l :.:;-~ Lot No : 714 -.............. """ Blo ck'llo: OO S ubd. I Exemption: N/A Ow ner:B ill Barrett Corporation Address l099 18'" Stree t, Ph: 303-291-0420 Wk Ph: St e. 2300, Denv er, C O 80202 CWK~<tiYfW h e e l Consulting, Inc. Address : 11 1 East 3'0 , Ste 21 6 Rine, CO 81650 Ph : 970-625-8433 Lie. No. 4 Archite l}/E ngin~r: . Address: P .O . Bo x 2870 Ph: 307-265-3900 Li e. No . 37219 ower erv1ce, Inc. C aspe r , WY 82602 5 Sq. Ft. of Bu ild ing: 247 Sq. Ft. o fS?.3ct4 9 ,999 ~ .. .L>A Heigh t: 12'-2" No. o f Floo rs : 1 6 Use of Build ing: Housi ng for E l ectri cal I n stru mentation related to Injection well operations. , 7 Desc ribe Work: Install New 13' X 19' pre-fabricated steel skid mounted building. r J l!)@._ ~# 8 C lass of Work: !:a" New D Al teratio n D"'Re'tflove D Add ition D Move 9 Garage: D Single Carpor t: D S ingle 0 Do u ble D Double 10 0 Driveway Permit D On-Si te Sewage D Site Plan Disposal --" 11 Valua tio n of Work: $250,000.00 Adjusted Valuations: S ~ Cf3So. 12 Special Co n di tion s: The propose d bu il din g will b e utilized to ho use a nd protect associ a ted contro ls, electrica l box es, wiring a nd sw itc hes related to injection we ll activities for o il a nd gas ope ra tion s. NOTICE Plan Check Fee: Permit Fee: '2 ~ A SEPARAT E ELECTRICAL PE RMIT IS REQU IRED AND MUST BE I\ 1 &'I I SSUED BY THE STATE O F COLORADO . I &"I TH IS PERM IT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION T otal Fee : D ated Permit Issued: AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS , OR, IF 1-q1 6" CONSTRUCTION OR WORK IS SU SPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAM IN ED THIS OCC Group : Co n st. Typ e: APPLICATION AND KNOW T HE SAME TO BE TRUE AND CORRECT. ALL IC(3 PROVISIONS OF LAWS GOVERNI NG THIS TYPE OF WORK WILL BE :-r~c. f -1 COMP L ETED W IT HIN W HETHER SPECIFI ED HEREI N OR NOT. THE Zo ning: S etbacks: GRANTI NG OF A PERMIT DOES NOT PRESUME TO GIVE A UTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTH ER STATE OR WCAL LAW REGULATING CONSTRUCTION OR TH E PERFO RMANCE OF ~RUCTION . ---6 _, J. :2. ;-/ 7~ J() -.2.60 7 Man u. Ho m e : ISDS No . & Fee: ::;1 ~~Kt; ur· uw~ U /\Tt; 9-12..-tJ/ f25 9 A\. ~ 1'\-\\tt ~O ~ ll~~La (R \~~. PLNG. DEFT. \LIDAT E APPROV ALl DATE AGREEMENT ] 2> PERM ISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGEN T OF THE CONTRACTOR O R OWNER TO CONSTRUCT THI STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY T HE BUI LDI NG DEPARTMENT. I N CONSIDERATION OF T HE I SSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUI LD I NG CODES AND LAND l REGULATIONS ADOPTED BY GARFI ELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. T HE SIGNER FURTHER AGREES THK THE ABOVE SAID ORDINANCES ARE NOT FU LLY COMPI LED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF TH E ABOVE DESCRI E STRUCTURE, T H E PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND T HAT T H EN AND THERE IT SHALL BECOME NU LL AND VOID. THE I SSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICI AL FROM THEREAF" REQUIRI NG T H E CORRECTION O F ERRORS I N SAID PLANS, SPECIFICATIONS AND OTH ER DATA OR FROM PREVENTI NG BUILDI NG OPERATION BE. CARRIED ON T HEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDI NANCE OR REGULATION OF THIS J URISDICT ION. THE REVI EW OF SUBMITTED PLANS AND SPECI FICATIONS AND INSPECTIONS CONDUCTED THEREA FTER DOES NOT CONSTITUTE AN ACCEPTANCE OF 1 RESPONSIBILITI ES OR LI ABLITI ES BY GARFIELD COUNTY FOR ERRORS, OMI SSIONS OR D ISC REPENCIES. TH E RESPONSIBILITY FOR THESE ITEMS fl I MPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH TH E ARTICTECT, DESI GNER , BU I LDER, AND OWNER. COMMENTS ARE I NTEN[ TO BE CONSERVATIVE AND I N SUPPORT OF T H E OWNERS LNTEREST. Garfom.003 /I 'S I HEREBY ACKNOW L EDGE T HAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (IN ITI AL): c_.v..)_ (~ /hI ~ 1.11 0 / cfr f)if-d-o 1jr7(o7 if 1 gl .'d.S I I { Ci /I!"')_ ~ 6 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road: 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing: . 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold rutming water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, usy and the issuance of a Ce1tificate of Occupancy for the dwelling under building permit # /0 lo '-f3 t ~ .. J~ S1gn ture Bpcont0ct2004 Date GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. I Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes X 2. Does the site plan when applicable include the location of the !.S.O.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project ___A __ 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes X No Not necessary for this project __ _ 2 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project____,X-'-- 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes X 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes X No Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes X No Not necessary for this project __ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes__ No__ Not necessary for project~X____ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes X No Not necessary for this project __ I 0. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes_X__ No__ Not necessary for this project __ 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes No Not necessary for this project X 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes X No Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes X No Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No Not necessary for this project X 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes X No Not necessary for this project __ 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and.eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes X No Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project X 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes No__ Not necessary for this project X 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IBC or IRC? Yes__ No Not necessary for this project X 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X No__ Not necessary for this project __ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety glazing for these areas? Yes X No Not necessary for this project __ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes X No Not necessmy for this project __ _ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes X No Not necessary for this project __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project X 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project X 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project X 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project_X_ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes X No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No Not necessary for this project X 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes X No~~- 32. Do you understand that approval for design and/or constmction changes are required prior to the implementation of these changes? Yes X No 33. Do you understand that the Building Depatiment will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes X No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? 5 Yes X No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes X No 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes_X_ No. ___ _ 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-860 I. Yes X No ___ _ 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes X No ___ _ 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes X No ---- 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes X No (Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes X I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Date Phone: (970) 625-8433 (days); --'-(""3 0"-"3".1..) -"-'90,.,2,:.-"--'15""3~2 ___ ,( evenings) Project Name: __ .-'S'lep"'e"'ci.,a"ltJ..y-"1""3.c.;A'-'-2"'8"---"6L92"-"D'-'is,p"'o"'s""al, ____ _ Project Address: SW Y. Sec. 28, T6S, R92W. 6111 P.M. ___ _ Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm Feb2005 7 PLAN REVIEW CHECKLIST Applicant ~ Building .bngineered Foundation V Driveway Permit __tLS'urveyed Site Plan h •..e_ ~6 1 -4.1.-Septic Permit and Setbacks ~Gradeffopography 30 % ~Attach Residential Plan Review List ~Minimum Application Questionnaire ~Subdivis i on Plat Note s ~Fire Department Rev}ew -LL.-Valuation Determination/Fees --V.Red Line Plans/Stamps/Sticker ~Attach Conditi ons ~Application Signed ~Plan Reviewer To Sign Application ~Parcel/Schedule No. ~ 40# Snow load Letter-Manf. Hm s. --t.L_ Soils Report GENERAL NOTES: Date __ j..J.__-...:...l .!-I -.-:o=--~.~---- Planning/Zoning v-;;operty Line Setbacks __ £rstream Setbacks ~dPlain ~ngHeight ~ing Sign-off ~ __ Road Impact Fees r!jlt HOAIDRC Approval ~-adeffop og raphy 40 % _6anning Is sue s ~division Plat Notes VALUATION/FEE DETERMINATION Applicant._"'-{3.1...:.w~a....::.e....:::;..~....~..r-\-.:.,__ ___ _ Address __ =---------- Date ___ g~~....;..l ..~...\ _-....;:;0 ;.....1.L..-. ____ _ Fi ni shed (Li vab l e Area): Main WA-R \Z.~ Upper L ower Other Subdivis ion Lot/Block Contractor T otal Square Feet Valuati on {)ll l .t '3t7 f$ t g~<)0 ~3' Basement: Unfini shed Conv ersion of U nfini s hed to Finished Pl an C heck F ee for Conv er s io n Valuation Gara~e: Valua ti o n C rawl Space: Valu atio n Decks/Pati os: Covered Valuation Open Valuatio n T otal V al ua ti o n WAGON WHEEL CONSULTING CODY W. SMITH 111 E. 3RD STREET, SUITE 213 RIFLE, CO 81650 OFFICE: (970) 625-8433 FAX: (970) 625-8435 CELL: (303) 902-1532 September 14, 2007 Garfield County Building & Planning Department I 08 811! Street, Suite 20 I Glenwood Springs, CO 8160 I RE: Agent Authorization To Whom It May Concern: Wagon Wheel Consulting, Inc. (Cody W. Smith) has been retained by Bill Banet! Corporation (BBC) to request two Garfield County Building Pennits for the GGU Rodreick Well Pad and the Specialty 13A Well Pad. I authorize Wagon Wheel Consulting, Inc. (Cody W. Smith) to act as agent on mybehal[ Please contact me at (303) 312-8511 if you have any questions or concerns. Sincerely, C::/r.-' ./:;.;_-,, , ' ~' Bill Barrett Corporation .. 1111 W~ V~IM M~ ~Mil~ l!r(!rl(ll&'i.lllltlftl~ IIIII Reeeptlon~: 720487 04/04/2007 05·24 25 PM B: 1910 P:0206 Jean Pllb•r-lco 1 of 4 Rec Fn $21.00 Ooc Fee: 41 25 GARFIELD COUNTY CO WARRANTY DEED THIS DEED. made this 26th day of Mftl'th,l007 B~rw«» SPE('lALTYTAVERNS,rNC .. ~ C<>fVOI!I\1«1 d11lr orpni~4 and ui,tingunokr an.:l by vi~"t~M "frhc Ia'"~; ~f th~ S~ate of "~vii& oflhe llm part. and BILL BARRE"IT CORPORATION wt.o~r.logal ;oddrm is : I OQ9 lllh Street Sit 2300. Dllnwr, CO, &0202 flflhc Cnun\y of Denver and S\Bte of CO oftM so::o::ond p!lrt: WITNESSETH. Thai ttK said pa:rty ofd~e firs~ part, fol"'>d in consideration ofrhc swnofS412.SJl00 DOLLARS, to \he said p>¥"\Y oflhe firs1 pa\1 111 hand paod by the sa•d pank• C>f ~ w:OT!dpol1, the •'tccipl .,.)>tnllf 1~ hc:l"cby oonfcued and ~~e\.1\0\!.ledgfll.lta~ ~nted. ~lfli;.UII(d. 'iOIO and conveyed. and by lk.\c f'"'SmiS docs b'flOnl. ba.glin. so: I~ f;.OO~ and o.:t111firrn unto the said partie~ of the sc«md ~· their heiu and ... ~;!!"" ,,.,....,.,..-. 1~1 of tho following <k~Cfl'bed lot N poJccl ofll<l"ld. si1uat~. lying pnd l>eing in the CO\IIIty Q((iar6cld and Stat~ of Colorado. lo wit ;u ~nown by sut-el and number as· TL)C.LH-IER with Ill\ Md ~insul•lhc hcrcdilllm0ll1S 1r>d 1fpwl~n.r.c.e~ lhcr~<> belonging, ot ill m~"'.se ~ir.ing. 1nd !he ro:•·CI"li<>r. ond •~v<r.•i<ln..5, runam<kr and n:m;oindtn, rent~. iss.ocs and proiiiS 1hc:rrof. o.>d all rbc cstst.r. 11gb1. title. 1n\ant, <laim and tl~mand wluo\roe\"or <>f lbc gn.nloJI"el\hct in ll\1/ o• equity, ot:; in and 10 the above bargai~ p<l:IIU·..,._ "'itb 11M: hcredilamerrts and appiii1CIIwus. TO HAVE ANI> TO HOLD \he said prcnti1cs above batglli11~ and dcscri~. wi\h the &ppurtenance,, mto tho: $3id partie~ of the r.ocond pa<1, dleirheirsan4~Migr.s forever. Md tho: said SPECIALlY TAVE:RNS, INC, A NEVADA CORPORATION. panyoftho; fir.~~ paf1. for it..,.lf. and Its St>CCC~OOt .. dt>c• ~ovmanL p~>~. balpif\. ....d 1&fC1eiO 1nd with tm wd parties of!M MCOOd part. their hcir1and nsii(IW. th.t ill the tint~ ,,f the eru.ealing and dehvuy of IN:~ prc5Cills. iris well sciz.od of !he pn:mises above conveyed. &5 of good, ~lUll". per~\. !bsolutc and illdtreasiblc esl4\e of inhcritanoe. 10 \1\11, in l'el: simple, and bas good rigb!. full power snd lawful autborily It' grant bDrgain. sdl and C<li1\'<'Y the W<l(: in mllflfloCr ond lbrm as aforciillid, an.d tl:wlr. the urnc lli"C free md clear livm !Ill f\)m"ICI" end nthu grnnts. bargains, 'Ale&. \lens, taxu, IMtsmt~. cmtll11lnnces 111d restrit~iom ofwbatc•·er kind Of nature SOC"'I'cr. except general taxes and 3~sessments for lllc yeu 2007 and subsequent years and &Ill hose spedfi~ e~~ptioos desocrib>::d by ~rerence to rewnied document:; II.S rd\ccled in Commonwealth Title Company's Commitment No 0702048-R, and !he alx>vc-bior!ia;,.,d prem:~ in the quie1 AM pea<eahle possusioo of lbe wd parties oflhe ~ond 1"11· their hcin •nd .... ie;ns, ~SKDi11$1 o.ll and ~ay person 1}1" pc<S<Jm lawfully claimios \he wholt or any pal1 lhmo:Ji; the said party of 1M first part shall 1111d will W,\R.RANTY 'NO FOREV~:R DEFEND. The $logular number shall include \he piUfll!•nd tile pluntl ~singular, and the w.c of any gender shall hOI' app!icabl~ 10 all g<ndev~. IN WITNESS WHERF.Of, Tt.o said l'l'fY or the lint pall knc.aiL...d itt co~c rwne 111 he ho;m>nllln\b,~Obod by iU Pro:~eor. ~nd it, M'f")DIC sullo he ~r(:!Jntoaffi~cd. tbc day and )-esfir51 above writtrn SPf(. 'IOTAVER. N~. IN('~VAOA ('()RPORAT\0'1 B ~' (,,.,/.'IL_ ' It<) .I.-~---.. David T · he\, Dlre(:t r STA11::0FC"ALWORNlA ) '" COUNn" Uf ORANGE ) The foregoing il"6tJUmen1 wa~> ac:knowh:odg«< before me on MarctJ..2_. 2007. by David Tallid><:t. Din:o;<~or of S!)C(:ialty Ta~ms. lnc. • Nc\••d 1 Corp.Jration. • ~orporlllioo. . Mycommis~<">Rcxpin:•: 'J .. ~/ .... (b -·· Mh,..,.~H-ooTWo1o .... Vi<>l-·t-<l ·-, ... -.... """ ·-"""'>0.1 J . . a 0 0 0 0 0 • 0 • a @ LYNEni M. KElLUM ~ COIM>loalon t1 1653~119 J~.~~;;:~~~J ---------------------------------------- Ill\ Ml'• Vlr'r.\fo~ Dfll.,r.\~ t'l~.l~l+l/.H~ NI~IN IIIII Filt "'o. 070Z048·R Reception": 120487 04/0412007 05:24:25 PM B: 1910 P.0207 Jean IHbsdco 2 of 4 Reo Fee·S21 00 Doc Fe~ 41.25 GARFIELD COUNTY CO t:xmsrr "A" A PARCEL 01' LAND SITUATE IN THE SW1!4 Of-~-ECTION 28. TOWNSHIP 6 SOUTH. RANGE 92 WEST OF TilE 6TH l'.M. COUNTY OF GA.R.f\El.D, STATE OF COLORADO SAIU PARCEL OF LANU BEIN<J A PORTION OF A PAI<CI::L OF LAND AS DESCRIBED JN BOOK \&46, PAGE 326 AS FIELD WrfH THE UARFIELD COUNTY CLEII.K AND RECORDER'S OFFICE. SAID PARCEL 0~ LAND BEING MORE PARTIClJLARL Y DliSCRIBI'D AS FOJ.l.OWS: UEGINNING AT THE SOUTHWEST CORNER OF SH .. IION 23. A REBAR AND CAP LS NO. 174921N PLACE: THENCE N00"31'U2"W ALONG THE WESTERLy UN£ OF SAm SECTION 28 A OISlANC£ OF 2043.71 FEET: '1'1\E.NCE DEPARTING SAID WESTERLY LINE N~90:Z&'$8"E bU.29 FEET: THENCE $85"15'05"E 18-1.81 FEET; TIIENCE S&0"14"25'E 699.99 FEET; THENCE S48~39'59"E 60.19 FEET TO A POINT ON TilE CF.NTERLINF. OF AN EXISTING GRAVFJ. LEASE ROAD AS CONSTRUCTED AND IN !'LACE; THENCE ALONG SAID CENTt.'RLINE THF. FOLLOWING FOUR {4) COURSES· 1 ) ALONG THE AkC OF A CURVE TO THE LEfT HAVING A RADIUS OF 110.00 FEET.AN ARC LENGTH OF 107113 FEET (CHORD BEARS Sl)ol ~"Oli'W 103 56 FEET). 2.) S I4°49'46"E 443.3 I FEET: ) )ALONG THE ARC Of A CURVE TO THE RIGHT HAVING A RADitJS Of 450.00 FEET, AN ARC LENGTH m· 281M FEET (CHORD BEARS S03°05'27"W 276 92 F!::HJ; 4.J:Sll"'0'40"W \4.52 FEET; l"HF.NCE DEPARTING SAID CENTERLINE ALONG TilE ARC Of A CURVE TO lUF. LEFT HAVINC. A RADIUS OF 190.00 FEET. AN ARC LENGTH Of QJ.!!9 FEET (CHORD REARS NI\1''5S"{l9"E 9294 F~E"O: THENCE N73"45'44'E 65.15 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADI\Jfi OF 100.00 FEET, AN ARC LENGTH OF 82.59 FEET /CHORD BEARS Sa2°)4'4l"E 8026 FEET); THENCE SS8°55'06"E 35.54 FEET. THENCE ALONCi THE ARC OF A CURVE lO THE LEFT HAVING A RADJU!:I OF 7i.OO FEET, AN ARC LENGTtl OF 13 Q6 FH-:T tCHORD BEARS S64°1S'OTE 13.94 FEET), TBHKI-: S69°lS'Olt"E IQ4.S7 fEET; THENCE Al.ONG THE ARC Of A CURVE TO THE RIGHT HAVING A RADIUS 0~ 175.00 FEET, AN ARC LENGTH OF 212.54 FEET (CHORD BEARS S34°4734"E 199.71 FEEn THENCE S00°00'00"E 285.36 FEET TO A POINT ON SAID CENTERLINE OF AN EXISTING GRAVEL LEASE ROAD AS CONSTRUCTED AND IN PLACE; TI1ENCE ALONG SAID CENTERLINE "I HE FOLLOWING .SIX (6) COURSES: l.J ALONO DiE ARC OF A CURVE TO ·1 Hf. LHT HAVING A RADIUS OF "360.\IU n:ET, AN ARC LENGTH 01' ~S."25 FEET(CHORI> BEARS 558°271 7-E 55 19 FEET); ;!.)ALONG THE ARC OF A CURVE 1'0 THE RIGHT HAVJNC. A RADIUS OF 300 00 FEET, AN ARC J.f.NGTII OF 76.40 Ff;ET !CHORD BEARS S55°33'20"E 76.20 FEET): US48"15'35"E 174.26 fEI:T: 4.JALONG THE ARC Ot" A CURVE TO ntE LEH HAVING A RADIUS Of n5.00 I'EH. AN ARC LENGTH OF 127 42 I'EE r /CHORD BEARS SSS 0 12'4S"E 127.11 fEET): 5.)AlONG THE ARC OF A CIJRVE TO THE LEFT HAVING A RADrUS OF 105.00 FEET. AN ARC LENGTH OF 85.82 FF.H (CHORD BEARS S85°)4'4S"E 83.45 FEET); 6 )N1!0 00'l6"E 65.01 fEET TO A POINT ON lHI:: N:ORTH-!iOIJTll CENTERLINE OF SAID SECTION 28: THENCE DEPARTING THF. CENTERLINE OF SAID GR/IVEL. LEASE ROAD S00°30'4li"E AI.ONG SAID NORTH·SOU11l CENTERUNE 288.44 FEET TO THE SO\IT"H J/4 CORNER OF SECTION 28 WHENCE-: AN ALUMINUM CAP LS NO. 14111 WITNESS CORNER BlARS N89°3T2YE 6020 FEET FROM PDINT FOR CORNER: THENCE DEPARTING fiAID NORTH-SOliTH CENTERLINE S890:Z9'26"W ALUNG THE SOUTHERLY LINE OF SAID SECTION 28 A DISTANCE Of 2fl4ll.)1 fi::IO·r 11) TilE POINT OF BEGINNING TO<IETHER WITH AND SUBJECT TO the following e11sements: A STRIP Of-LAND 30 FHT IN WIOTH FORTH~ ll$E OF ACCESS EASEMENT SITIJATI: IN SECTION 2&, TOWNSHIP 6 SOUTH, RANG!:: 92 WEST, OF THE 6TH PM., COUNTY OF GARfiEl-D, STATE OF COLORADO SAID ACCt:SS EASEMENT l VINCi I 5 FEET TO EACH SIDE OF TH[ FOLLOWING DESCRIBED CENTERI.lNE: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 28, A REBAR AND ALUMINUM CAP Lfi~J6S72 AS FOliNO AND IN Pl.At.'F. THENl'F S45°33'5J"W 131103 n:n TO A POINT ON THE APPARENT EASTERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD "\10. 315 AND A POINT ON THE CENTERLINE OF AN EXISTING GRAVEL ROAD AS BUILT AND IN PLACE, THG TRUE POINT OF BEGINNING; THENCE Al.ONG SAID CI::Nri~RLINE THE FOLLOWING THIRTY NINE (39) COURSES· 1. N8Y"20'28"E 23.64 FEET 2 ALONG THE A.RC Of A CURVE TO TifE LEFT A DISTANCE OF &o 47 FEF.l ANU HAVING A RAOIUS OF 17~.00 FEET {CHORD BEARS N76°\0'03"E 79.77 FJ:f:"O 1. ALONG THE ARC OF A CURVE TO THE RIGHT A DISTANCE OF 10':1.06 FEET AND HAVING A RAil! US Of 5~.00 fF.F:T (CHORD REARS N68°40'27"E 108.88 FEET) -4. Al.ONG THE ARC OF A CURVE TO TilE Lf.fT A DISTANCE OF 86.44 FEET AND HAVING A RAI)ILJS OF &00.00 FEET (L:HORD BEARS N71"1Yl4'E 86.40 FEF:T-, 5. Nb!I009"51"E48S.SI FEET 6. ALONG 1"HF.. ARC 01' A CURVE TO TiiE LEFT A DISTANCE OF 1n.97 FEET AND HAVING A RADIUS OF 500.00 FEET iCHORD Bf'.ARS NS8qi5"D"E 172.11 fEET) 7. ALONG lliE ARC Of A CURVE TO THE LEFT A DISTANCE OF \S3 2-4 fEET AND HAVING A RADIUS OF 27500.00 FEET !CHORD Bi~ARS N48"11'00"E 153 24 FE.E"Tl (1. ALONU THE ARC OF A CURVE TO THE RJGIIT A DISTANCE Of 169 47 FEET AND HAVING A RADIUS OF 1000.00 ~'EEl !CHOtm BEARS N52"S2'43"E !69.27 FEET) (). N57~44'01'E 182.13FEET Ill Al.ON(i THE ARC Ot A CURVE TO THE RIGHT A DIS"fANCE OF 280 41 FEET AND HAVING A RADIUS OF 1260 00 FF.F.T !CIIORD BEARfi N64"06'33"f. :!79 113 FEET\ l I.N70"29'0.S"E 8744 FEr.T IIIIW• ~~IM,r,w MJ I>III\W4:1"W:r-i~.tWMI~ IIIII Reeeptlo~~: 720487 04/04/2007 05:24:25 PM 6:1910 P:0209 Jnn Rlber!oo 3 of 4 Ret Fee:l21.00 Doc f'e,.:41.25 CRRFTELD COUNTY CO fll~ No. 0701048-R £X HI BIT "A" CONTINUI::I> 12 ALONG THE ARC OF A CURVE TO 1"HE I.EI-1" A DISTANCE OF 289 4S FEET AND HA VINCi A RADIUS OF 2JSO 00 FEET {CHORD BEARS N(l6°S7'22"E 2!9.26 FEET) 13.ALONG THE ARC OF A CURVE TO THE RIG Ill A DISTANCE OF 227 29 FEET AND HAVING A RADIU~ OF 35000 FFF.T(CHORil R~ARS N82"1ll'Snl21J 32 FEET\ 14 SN"'21'~3"E !W.64 FEET JS.ALUNG THt-: ARC 01' A CUIWE TO THE RIGHT A DISTANCE OF 143 04 FEET AND HAVING A KADIUS (IF 275.00 t-EET !CHORD BEARS S64"27SO"E 141.43 FEET) 16 S49"3J'46"E 109.5:'i FEET 17.ALONG THE ARC OF A CURVE TO THE Ll':fT A DISTANCE OF 135.19 FEET AND HAVING A RADIUS OF 2W 00 FEr:T !CHORD BEARS S64"273 l"E 133.67 FilET) J8_S79"21' 17" G 64.82 FEET 19.ALONG THE ARC OF A CURVE TO THE RIGHT A DISTANCE OF 8S.87 FEET AND HAVING A RADIUS OF 110_00 FEET(C!IORD BEARS S56"59'2S"E 83 71 FEET) 20.5W3T33"F4M.IO Fl!FT 21 ALONG TilE ARC OF A CURVE TO THE RIGHT A DISTANCE OF 154_20 FEET ANf) HAVING A RADIUS Of lbO.OO FEET (CHORD BEARS S62"14'08"E ld.JO FEET) 22.ALONG TH£ ARC OF A CURVE TO THE LEFT A DISTANCE 01' 384.20 FEET AND HAVING A RADIUS OF 1720.00 FEET (CHORD BEARS N83G45'21"E 383.40 FEET) 23 ALONG THE ARC OF A CURVE TO THE RIGHT A OlSTAN(t-: ()t' 90 S5 FEET AND HAVING A RADHJ:;; OF 100.00 FEET (CHORD BEARS S76°42'II"E 87_4Q FEET) 24.SS0°45'4TE61 25 FEET 25 ALONG TilE ARC OF A CURVE TO TifF. LEFT A DISTANCE OF 155.41 FEET AND HAVING A RADIUS OF 300.00 FEET (CHORD BEARS S65GJQ'II"E 153.67 FEET) 26ALONG THE ARC Of A CURVE TO TilE RIGH"I A DISTANCE Of \t0 . .\5 FEET AND !lAVING A RAOll!S Of 'iilO.UO FEET (CHORD BEARS S75''S0'22"E 8(1.26 FEET) 27.S71~14'0IJ"E 198.89FEET ::>S.Al.ONG THE ARC Of A CURVE TO TilE RlGHl A DISTANCE Of 201.48 FEET AND HAVING A RADIUS OF 300 00 FU!T {CHORO BEAR~ S5l"S9'45"f. 197.72 FEET) 29.AI.ONU THE ARl' OF A CURVE TO THE LEFT A DISTANCE OF 2:!8.52 FEET AND HAVING A RADIUS OF 3550.!10 FEET(CHORI> BI:!ARS S34~35'59"E 228.48 FEET) JO.SJ6"26'37"E 109.90 FEI-;T Jl.ALONG TilE ARC OF A CURVF. TO THE RIGHT A DISTANCE OF 2702 FEET AND HAVING A RADIUS Of 280.00 FEET(CHOIW HEARS sn~-10'4S"E 27 01 FEET I 32 S30"5n2"E 205.88 FEET 33.Al.ONG THE ARC OF A CURVE TO THF. LEfT A DISTANCE OF 113.211 FEET ANI) HAVING A RADIUS Of 2~00 00 FEET (CfiORD BF.ARS SJ2"12'4~"E 113.27 FEET) H S33"30'38'E 113.15 FEET 3S. ALONG ntE ARl' OF A CURVF. TO THE RIGHT A DISTANCE 0\' 166 9\ FEET AND HAVING A RADIUS OF 200_00 FEET (CtiORD BEARS S09"36'1 I"E lb2.11 FEET) 36.Sl4"18'17"W I%.69FF.ET J7.ALONG THE ARC OF A CURVE TO THE RIGHT A DISTANCE OF 363 61 FEET ANI) HAVING A RADIUS OF 400_00 fr,F.l(CHORD BEARS S40"20'46"W 351.22 FEET I 38 S66"23' lt>'W 12-4.30 FEET 39 ALONG THE ARC OF A CURVE TO THE LEFT A DISTANCE OF n 10 FEET AND HAVING A RADIUS o~-110.00 FEET (CHOJU) BEARS S53.51'39"W 47.72 FEET) TO A POINT ON THE NORTHERLY LINE OF THE 91.672 ACRF. BILL BARRETT CORPORATION PARCEL, THF. PDINT OF TERMINUS; WHENCE THt SOUTHWEST CORNER OF SAil> SECTION 28. A REBAR AND CAP LS~1 NQ2 BEARS S40"15"51"W 2458.6-4 FEET A STHIP OF LAND 30 FI?ET IN WIDTH FOR THE USE OF ACCESS EASEMENT SITUATE IN SECTION 28, TOWNSHIP 6 SOIJ1ll, RANUE 92 WEST, 01' THE 6nJ P.M., COUNTY OF GARFIELD, STATE OF COLORADO. SAID ACCESS EASEMEN"I l.YING IS fEET TO EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: l'OMMENCING AT THE SOtJfHWEST CORNER OF SAID SECTION 28, A REBAR AND CAP L5#17402 AS FOUNI> AND IN PLACE WHIONCE THE NORTHWEST CORNER OF SAID SECTION 28 BEARS NOO~Jl'02"W 5272.76 FEET; THENCE N7S"27'00"E 2219.80 FEET TO A POINT ON THE CENTERLINE OF AN EXISTING GRAVEL ROAD AS BUILT AND IN !'LACE, THE TRUE POINT OF BEGINNIN(i; THftol{'E ALONG SAID CENTERLINE THF. FOLLOWING SIX (61 COURSES I. ALONG l"HE ARC OF A CURVE TO Til~ I.EFT A DISTANCE OF 55.2:> FEET AND HAVING A RADIUS OF 360 00 FEET (CHORD BEARS S58"2117"E 5~.19 fEET) 2. AlONG lliE ARC OF A CURVE TO THE RIGHT A DISTANCF. OF 7fi 40 FF.ET AND HAVING A RADIUS Of 300 00 FEI::T!CHQRO BEARS S~S"33'20"E 76.20 FEET) J S4K'"15'J5"E IH.26fEET 4. ALONG THE ARC Of A CURVE TO THE LEFT A DISTANCE OF 127.42 FEET AND HAVING A RADIUS OF 5:?:< 00 FEET lCitORD BEARS 555"12"45~£ 127. I I FEET) S. ALONG flit-; ARC Of A CUR VB TO THE LEFT A DISTANCE OF 85 82 ~EET AND HAVING A RADIUS Of lOS 00 FEET (CHORD I:! EARS S85"J4'45"E 83.45 FEI:.-f) 6. N7l"'0"26'E 6S.U7 FEET TO A POINT ON THE NOR11-t·SOUTII CENTERLINE OF SAID SECTION 28, TilE J'()INT O£· TERMINUS. WHENCE THE SOUTHWEST CORNER OF SAID SECTION 28, A REBAR AND CAP LSH17492 BEARS S83"15'21-W 2656.00 FEE'.T. ------------------ 1111 M'!'J ~~IM ~ .~1\lt~ lr((l+l~r.l~ ,Ifill. I!\~ IIIII file No. 07D2048·R Rvceptionn: 720487 04HI4f2007 0'5:24:25 PM 6:1910 P 0209 Jean Rlbar100 4 of 4 Rec F~;~e:$2\.00 l)oo Fae 41 2S GP.RFIELO COU"'TY CO EXIIIBIT "A" CONTINIIEO A STRIP OF I.ANO 30 FEET IN WIDTH FORTH~ USE OF ACCESS EASEMENT SIHJATE IN SECTION 28, TOWN~HJP 6 SOUTH, RANGE 92 WEST, OF THE 6TH P.M .. COUNTY OF GARFIELD, STATE OF COLORADO SAID t\CCESS I;ASEMEN1 LYING 15 fEET TO F.ACI-I SlOE OF TilE FOLLOWING DESL'R!OFD CF.NTf.RLJNE· COMMENCING AT THE SOUTiiWtST CORNER Of ~>AID SECTION 28, A REBAR AND CAP LSN17~\l2 AS FOUND AND IN PLACE WHENCE THE NORTHWEST CORNER Of SAID SECTION 28 BEARS N00°31'02"W 5272.76 FEET; THENCE NS7"29'S7"E 1966.64 FEET TO A POINT ON THE CENTER LIN!! Of AN EXJSI'ING GRAVEL ROAD AS BUILT AND IN Pl. ACE, THE TRUE POINT OF BEGINNING: THENCE ALONG SAID CENTF.Rl rNF. THE FOLLOWING FIVE (5) COURSES 1. S21''H0'40"W Jn.OOFEET 2. ALONG TilE ARC OF A CURVE TO THE LEFT A DISTANCI:"OF 271.22 F~fiT AND HAVING A RADIUS OF lJ5 00 FEET tCHORD BEARS SJ6"J2'3TE 227_85 FI!ET) J ALONG THE ARC m A CURVE 1"0 THE RIG tiT A DISTANCE OF 2H 77 FEET AND HAVING A RADIUS OF 900.00 fEET {CHORD BJ::.ARS S&6'1))'10"E 251.94 fEET) 4 ALONG THE ARC 01' A CURVE TO THF. RIGilT A DISTANCE Of 108 14 FEET AND HAVING A RADIUS Of 150.00 FEET (CHORD BEARS SH0 21'13ME IOHI FEET) 5 ALONG TtlE ARC OF A CURVE TO THE LEFT A DISTANCE OF 109.06 FEET AND HAVING A RADIUS Of 360 00 FEET fCHORil HE-.ARS S4S"22'4S"E 108115 ~U·:n TO THf POINT OF Tt'.RMJNUS: WBENC!i THE SOUTHWEST CORNER OF SAID SECTION 28, A REBAR AND CAP LS~l7492 BEARS S75~27'00"W 2:019.80 FEET A Slli.IP OF LAND 30 FEET IN WIDTH FOR THE USE OF ACCESS f.ASEMfNl SITUATE IN SECTION 28, TOWNSHIP 6 SOUTH, RANGE 92 WEST, OF THE 6TH P.M., COUNTY Ot: GAHFIELD. STATE OF COLORADO. SAID ACCESS EASEMENT LYING I' FEET TO EACH SIDE OF TilE FOLLOWING DESCRIBED CENTERLINE COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 28, A REBAR AND ALUMINUM CAP LSi111492 AS FOUND AND IN PLACE; WHENCE THIO NORTHWEST CORNER OF SAID SECTION 28, A REBAR AND ALUMINUM CAP I.S~J6572 AS FOUND AND IN PLACE BEARS N00°31'02"W 5272.76 FEET; THENCE N40°15'51"~ 2458.64 FEET TO A POINT ON THF. NORTI-U:RLY LJN£ OF THE 91.672 ACRE Bill BARRETI CORPORA liON I'ARCEL AND A I'OINT ON THE CENTERLINE OF AN EXISTING ORA VEl ROAD AS IHIILT ANO IN PLACE, THE TRUE POINT OF BEGINNING; THENCE ALONG SAID CENTERLINE ALONG AN ARC OF A CUR VI:: TO THE LEfT A DlSTANCI! OF 107.83 FEI::."T AND HAVING A RADIUS OF 110 00 FEET (CHORD BEARS S13°15'08"W 103.56 FEET); THENCE CONTINUING ALONG SAID CENTERLINE SI4"49'46"E -143.31 FEET: 11-IENCF. CONTINUING ALONG SAID CF.NTERUNE ALONG TilE ARC OF A CURVE TO THE RIGHT A DISTANCE OF 281.49 ff.H AND HAVINfi A RADIUS OF 4SO.OO )'J;Ef (CHORD BEARS S03"05'27"W 276.92 FEET); THENCE S21"00'40"W 14.52 FEH TO A POINT ON THE EASTERLY I.INE OF TifE 91.672 ACRE BILL BARRETI CORPORATION PARCEl., THI-: POINl' Of TERMINUS; TJIENCE S57"29'57"W 1966 64 FEET TO SAID SOUTHWEST CORNER OF SECTION 28. 1111 ~-1 1 ~.11JtMU r¥l!.fit\llftrt.~hiU l¥ltl!li IIIII ReceptionU: 720486 01!/04F2001 05:26:15 PM 1!.:1910 P.0210 J".an Rlberica ~ of 1 Rtc fu·$6.0\i ~oc F~e:O CO GARFIEL~ COUNT¥ CO STATEMENT OF AUTHORITY ·1 h1~ stat~·mcut nf ;\utlwri1~ tdal.::i In <Jil entity nanwd Bill ~arnu Cvrporllliun 2. lhc type of cnlil~' is;~: j\j ruqWrlltil.tn I ! nunpwlit ~l>rpmati\\n I llimitcd Jiabiltty compan~ I lttcncral panncfship I !limited p'M1ncrship I J tc!;:li~lncd Jin\itcd liahilil~ f'ilrlllCrship rt~o: <.."Hilly i;; h1ct11..:J untkr tit..: !:IV.':> of: Tltt Shrlc 11C Ovlt~wHrc -l. !11..: ll\l1iling addr~~s ((It !he ~:ulity i:>: I rcgi~to.:td limited liability !imil<:<l partnershir I limited partncrshi)' ~:{.'HJl=iati(lll I unincorporalcU nnnprolit <~SSociation I go\ocmmcnt or gon!ntmen~l subdivision of agency I hu~inot~~ !rust 1 tru:-:1 Ill')<) 18th l\1 .• ~u.lJUU. OtnHr fO 8\llUl 5 flt~ 1 ~ J namctsl. or j); 1 posrrion{s) ofca.:h po;-:rs11n authoril.<::<l!o execute instrumcms ..Xlf\Vcying. cncumbo;:rmg. ot uth<..'f\\isc alli.:.;lill).t till<: to re;l! projX"rlf 011 hch~lf of tho.: r.:ntity is !nre ). lfunrin~lun T. \\ alkcr, Sr. \'ice Prcsidtnl ~ 1.1U1tl iOplinnal) O!llcf m;1ttm; conrcmin~ the wmnncr m which the emily J~<~ls with interests in (C{II prnpcrty K Thi> su1t-:mcm of Authority is ..:~ccutc:d t1ll behalf or I he entity J>lliSUant to the I"o~·isiuns of Sec lion 3B-3H-! 72. c !{ s 1?"1 F.'.:eCU\ttJ this .62...__ llay or March. 2007 :-.tat~.: 11!'{'111umJn Clh·)+ ).~s (. ount\ ~·f!knv~·r ) . ~-~1 the lhrcgmng if\J;\rum<:or was a~;knowkdged bd{w.: nw thi~ --!~Jay ui'March. 1001 hy Huntington T. Wal~1."r Sr. Vllc l'n:~ldct)\ nfl.;mt.llm Uill Huno.:\1 t'orporatit•n · 1\h t\11111\tl:.-.lml Lsp.U\'!'. . )-:! ·IS .. )cc'/ ltc~'"'"' I hi! Ut~<~l\ I ··~r•~"""' \\~'\'l!Kth,<.'-~t ~'"' ll¢"'~'1'0 F•':t.~ D -------#~~~~~~~~mm~mm~~~~~m~~~~ BUl ru D D D Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee 1-------1 o (Endorsement Required) m 1------l Postmark Here Date: March 24, 2009 rtJ Total Postage & Fees "2. "") II Q m j.t-1. To: Barrett Corporation 1099 18th St #2300 Denver, CO 80202 Dear Permit Holder, Please refer to your building permit number 10642 £:Q Sent To D o stre·er~Ai:li:No:;·----- 1"'-or PO Box No. Cir;,;staie;ZJP.+:r··--· , issued Barrett Corporation ....... . 1099 18th St. #2300 Denver, CO 80202 9/17/2007 A routine review of our open building permits indicates that we have not received a request for an inspection on this permit since issued Please be advised that building permits expire, per Uniform Building Code, section 106.4.4 or International Code Sections 105.5" Every perrr,it issued by the building official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has commenced for a period of 180 days. Before such work can be recommenced, a new permit shall first be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, provided no change have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abanconment has not exceeded one year. In order to renew action or a permit after expiration, the permittee shall pay a new full permit fee." Please contact this office at your very earliest convenience, in writing, to advise.us about the status of your permitted work. If you have not responded within thirty (30) days from the receipt of this notice the permit will be closed and a permanent notation will be placed in the property records at the County Clerk and Recorders office that indicates that the work permitted per Colorado Revised Statues 30-28-205 & 210, was not inspected, is not approved and the building or area is illegal to occupy and is subject to legal abatement action or other option available by law. Thank you for your cooperation. ~~ Matt Provost Building Inspector 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 COLORADO STATE ELECTRICAL BOARD 1560 Broadway, Suite 1350 Denver, CO 80202 Inspection Report Permit#: 629675 Date Inspected: 02/07/2008 Permit Holder: MEGA ELECTRIC, INC. JOHN TOMADAKIS P.O. BOX 606 PRICE 84501 Phone: (801) 637-4157 Fax: Email: joeyeci@emerytelcom.net Site: 2860 CORD 315 Silt, Garfield County, 81652 Owner: Status: Bill Barrett Corp Accepted Inspection type: Final NEW Phone: Partial Inspection: No Trim Permit: N COMMERCIAL Inspector: Cyrus Tuchscher 970-625-5085 Corrections: 1) Electrical Final OK 2) Card signed for C.O. Comments: 4/17/2009 Page 1 of 1 All Inspections for Permit: 629675 Construction: NEW Trim Permit: No Building: COMMERCIAL Inspected Status Type Partial Inspector 02/07/2008 Accepted Final No Cyrus Tuchscher 970-625-5085 Corrections: Comments: 1) Electrical Final OK 2) Card signed for C.O. 01/14/2008 Accepted Rough In Yes Cyrus Tuchscher 970-625-5085 Corrections: Comments: Seal off packing inspection 11/21/2007 Accepted Rough In Yes Cyrus Tuchscher 970-625-5085 Corrections: Comments: Meter release -OK Service OK to energize 1 0/04/2007 Rejected Rough In Yes Cyrus Tuchscher 970-625-5085 Corrections: Comments: 1) 250.24(B) Main Bonding Jumper (Grounded conductor and Grounding conductor connection) at first accessable disconnecting means.(for each service disconnect) 2) 250.24A Grounding electrode conductor shall be connected to the grounded service conductor 3) 250.64(E) Grounding electrode conductors installed in ferrous raceways require bonding both ends of raceway 4) Service requires connected load in order to qualify to have meter release. Colorado State Electrical Board Rule 6.11 No. /{)b Cf.3 Assessor's Parcel No. J. f'fq_ :22 f-r5o~ 7 I <f ~ · ~ ~ 2B'3 ~~q?-I Date Cf/'Y 0 7 ~/ BUILDING PERMIT CARD Job Address , Q(!L 331 s.k(-=CfJ fl~fiJo:. "(;j_v}fo._dl3fl.-~8·i9;1... Owner ~ ~-· ~~ Address /01q (J".rz;;jt_/f".J3oo ~n~0~~~ 3o.3-).91-0Y.Jo f A'h.,.~A It'\ ~ 117 .LP/tf'/6.Th Contractorl.'=lf" w ~ Address/ II e 31Zd ¢-;U{p ~Phone #6.25· ¥C{.J.3 Setbacks: Front Rear RH LH Zoning ____ _ !t~~-AO."!n.~.L-C() -NSPECTJONS I'Jd-~~676~/'JS"? ~v--uv 1 ~· ' . V 7~7-38~6 Soils Test Weatherproofing ___________ _ Footing Mechanical _____________ _ Foundation Electrical Rough (State)_--=-~~c---=-~- Grout Elect~! f,inal (.,State) 0. · 7, D '6 ~ Underground Plumbing Fina_l~t[-D't /Checklist Co~m· l_eted?·JJ;. ,A£ij!L. Rough Plumbing Cert1f1cate Occupancy# -:-'..J~"-L'~,;=-:::::....<;1'1-~~----- Framing Date J$SIAE2? .2-].oC Insulation Septic System #,..,./:,).4 /...L/t-'------------ Roofing Date __ 1 __________ _ Drywall ~F_inal Gas Piping Other ~ -N /Pr I . NOTES ibf~=lf fozf/67s-(continue on back) ' '' ' Parcel Detail ' ' Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information A~>c.:~sor{frcasmei:Pmperry Sc.:arch I Ass~ssor Subsel.Q\l.Yn' I Assessor Sales Search Cl_erk& .. Rec;:orderRec;:eptionsean:JJ Basic Building Characteristics I Taunformation Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 023 II R042351 II 217928100714 II 44.581 I Owner Name and Mailing Address !sPECIALTY TAVERNS INC II !8191 EAST KAIDER BLVD !ANAHEIM, CA 92808 II Legal Description ISECT,TWN,RNG:28-6-92 DESC: A TR OF !LAND IN PT OF SEC 20,21,28 & 29 !CONT 839 AC. SEVERED MINERALS 18024-012-07-000 PRE:R247142 IAND/THRU:& TO:R230957 BK:591 PG:337 IBK:591 PG:335 BK:443 PG:291 BK:1859 I IPG:l75 RECPT:710190 BK:1846 PG:324 IRECPT:707737 BK:1846 PG:326 IRECPT:707738 BK:l683 PG:827 IRECPT:673329 BK: 1683 PG:823 IRECPT:673328 BK:1223 PG:507 IRECPT:573990 BK:0892 PG:0390 Location ~~~ =========P=hy~s=ic=a~IA=d=d~r=es=s:~ll~s=~~T ________________ ~Ij http://www .garcoact.com/assessor/parcel.asp?Parce1Number=2179281 00714 9113/2007 Pa~c~l petail I Subdivision: I I Land Acres: 11839 I I Land Sq Ft: 110 I Section II Township II Range I I 28 II 6 II 92 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 88,93011 25,8001 I Improvements: II oil ol I Total: II 88,93011 25,8001 Sale Date: 114/29/2005 Sale Price: 111,860,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Comm!lnd lo I Buildings: No Building Records Found Tax Information I Tax Year Transaction Type Amount I I 2006 Tax Payment: Whole ($1,261.20)1 I 2006 Tax Amount $1,261.201 I 2005 Tax Payment: Whole ($323.44)1 I 2005 Tax Amount $323.441 Top of Page Assessor Database Search. Options I Ire<ISllferDatabase.S.ei!rchOPtions Clerk & Recorder Database Search Options Garfield County Home Pa~ http://www .garcoact.corn!assessor/parcel.asp?ParcelNumber=2179281 00714 Page 2 of3 9/13/2007 July 18,2007 Wagonwheel Consulting Ill East 3"' St. Suite 213 Rifle, CO 81650 Attention. Cody Smith RE: Bill Barrett Injection Facilities Power Service, Inc. PO Box 2870-5625 West Yellowstone Hwy. Casper, Wyoming 82602 Phone: 307-472-7722 Fax: 307-472-7726 Toll Free: 1-800-743-4774 www.powerserviceinc.com Building will be attached to skid by way of a '!." fillet weld 6" long alternating sides of base tubing every 18". 18" *Drawing is not to scale. Bryce Flanunang Applications Specialist 18" 18" Mark Munsell M&M Contracting 18" ./ PILLAR STRUCTURAL ENGINEERING ELECTRICAL STEEL BUILDING CALCULATIONS for BILL BARRETT CORP. 13'-0" X 19'-0" ELECTRICAL BUILDING GARFIELD COUNTY, CO PROJECT ENGINEER: REVIEW ENGINEER: June 26, 2007 J. Brendan Bummer, PE J. Brendan Bummer, PE POWER SERYJCE, INC. 5625 W YELLOWSTONE P.O. BOX2870 Casper, WY 82602 770 West Collins Drive, Suite 200C Casper, WY 82601 Phone: (307) 265.3900 -Fax: (307) 265.3559 I ~ i; ; ! @ 1n I . " . •' ~ ~-'I ~~· ~; ' lr ~~~ 2" . ~ ' ~ ~ ~ ' ~ !tJ ~~ ' ({JifJ;iSi <t·~~;at ~~ ~~ ~ ; I ~§ :: <f ~ ~ , . ; I ----I! I I ---@ i e--·I i e.: i ~ oc ~ r~~ (.; "' ~· -I ! t ~. @-. ~! i---€l ~ " I ~ ~ z ~ .• ~ ~· I " I " ~· !!? 'o ~ ~I ' " ---~ l!; • ~ e (.; .., I e: ... . ---@ @-... @-~ § " I .• --. -~ d e'! I ~ I @-_ i -® i ! ru i s ! " ~r= . " P" ,., j i e t~ ~ I ~ (r -~,.~);)1 i I;; .9-,9 .o-,rt I ~ i• ! ~ tH I, !I ~ . 'r I ~~ !r' ~~ r· •• ~ ! s . .; " I • "I:! ~ ~~ I il ~: I I• l • ,CIQ•,I I <i r=-® ~ n ® n --; I • ... ~~ ~ ®<&-~~ e ' -~~ <&-~~ ®-. ®-. ~~ e~ I .e-•• • '. r$1 e. tl!t•r•tst ~ ~, r "'® b ~ Iii ., "'® r ~ ·I""-~ "-@ -@ ~r-4 ~· ~ [7 ,£~ "' ®-. 6 • < "' ®-. r,J @... .l: 0 "' ' § "' > <n ® -@ "'® ~ -@ ~ -~ ~ ~ I ® I .•. , I I I @ I ,,., I I i ::l:~:l .1-l ,tl-,11 -~·.11 ~ i ··--~- BILL OF MATERIALS , ... ., ..._ ... = T 2 RECTANGUlAR TUSJNG. 5 X 3 I( J/16 J: 19'-o"' .... ,... 2 2 RECTANGULAR TUSING. S x 3 x :S:/HS x 12'-~ 7/8• ......... l 1 SQUARE TUBING, 3 lC .l x J/16 X 19"-0'" ,._,..,. • 10 SQUARE TUBING. J X J X 3/16 X 6"-4 5/8'" ........ s • SQUARE 1\JBING. J X 3 x J/16 lC 4"-5 1/8 .. ,._,.,. • ---:----.- 7 5 S0VAR£ lUSING. 3 II 3 ll J/16 X 0'-5 7/8'" s.-sooe ... • J SQuARE TUBING. 3 X ,J X 3/16 X 12'-5 7/8 .. .......... • 1Z TS 2 X 1 X 11 GA. X 4'5 1/8 ,._,. 10 --- 11 • TS 2 X 1 11 GA. X 19"-0"' ,._,. 12 2 saUARE TUBIMG, 3 x .s x 3/16 x ts·-o· ,._,. "' . . -..:;.., __ . 13 I SQUARE Tl.eiNG, 3 X 3 X 3/16 X 3'-3 7/6" ,._,... . ·. ,. 2 SQUARE Tl131NG, 3 ,.-3 x .3/16 x 2'-8 7/8" ,...,. 15 16 SQUARE TUSING. 3 X 3 X J/16 X 10'-8 7/8• -, . ..... ' • SQuARE TUBING, 3 • 3 x 3/16 x 2'-7 1/8" ....... 7 2 SQUARE, TUBING, 3 X 3 X 3/16 X 3'-5 .. ......... 18 1 SQUARE TUBlt'fG, 3 X .3 X 3/115 X 6'-3 7/8" ......... 19 --- -- 21 12 SQUARE nJBflG., 3 X J x 3/16 x 4'-5 3/Hj.,.. SA-- -- --- • • SQUARE TUBING, J x 3 x .3/16 x 2'-9 7/8"' "'"""" ... '. ..... l SCt.IARE TUaiNG. 3 X 3 X 3/16 X 3'-1" ,._,,. 1 SQUARE TUSIKC, 3 X 3 X 3/16 X 0-1" ,._, ... ~ .•. 7 ---· .... • --- 9 0 ··-; .· 1 -· .. '·. s ·----· -- -7i#Iilrs POWER ENCANA SERVICE, INC. H23 PAD. HUNTER MESA FIELD CASPER, WYOMING. USA STRUCTURAL STEEL BU!lD!NG-MATERw_ (;307)472-7722 13'-0''"W X 19'-o" LX 12'-2" H . ~. .-.. ·-. , .. :..:::=:=:= . : · .. . - ...... ·- . ·. . '= .. ~-J~· ~~-I~ I 'i2i'ioloo .m.l~ .... J'_ I' ~IJ-t~"'LLD: ZR . -;:--• BY: ,JftR DATE:6/26!2007 Protect Location: Elevation: Pillar Structural Engineering STRUCTURAL DESIGN LOADS Garfield County, CO 6240 FEET DEAD LOADS ROOF LOADS 1 DECK 2 JOISTS 3 MISCELLANEOUS TOTAL 2 P.S.F. 2 P.S.F. I P.S.F. 5 P.S.F. PROJECT: ELECTRICAL BUILDING JOB.Jilll:Q§J! CUENT:PQWER SERVICE SNOW LOADS Elevation (ft) < 7000 ft 7001 -8000 8001 -9000 9001-10000 Pg (psi) 40 50 75.00 100.00 Pf(psf) 24.2 30.2 45.4 60.5 / \ ,. , .. . .•• ,.): ·. .·· .... ·.· ·. '•' .. · ..... . . ~-. ,·· .. :· . . . .. i . ..... . . : . . ...... : ·. ' ', .: :~.f I ... '• •.,: .. f ... ... • •• 0 .......... ::·:· • . . . •. . .:·· ··:·.=~., · .... ·. .. .. i· ·. . ·. ·. :·· ... I Pillar ClienS,g_ $ff.,r~ur Job Number::._· __ _:_ __ L__' ..... : ... J ... '• ' . I :" ... . ' . . ....... ~ ..... Structural Engineering Project: _S":;;.;:.r.~~:!'-":s.G;£114:J&>.o~'-=._..,$-:!<a='~"-~=::--_,.~""~='.::1-.::Q:t.l!..:f'.~-fi~---- By: _..:.&a..~o:_ ____ Date: ___ • __ Page: __ of __ _ _ ..... _ .... - OS/lt/200$ lS:tO FAX l$4~~4& ll!002 A-PANEL i (/) (/) :c (, Check Values ---Felled ___ Nol Checked ....... Nol Grouped M1 ) .... (") c) ( 07-088 Bill Barrett Corp Electrical Building VisualAnalysis 5.50 Report Company: Pillar Structural Engineering Engineer: J. Brendan Bummer Project File: 07-088 Bill Barrett Corp.vap Folder: Z:\Jobs\Power Service\07-088 Bill Barrett Electrical Building\ Design Group Results Design Load Cases Strength Service Number Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 l.9 20 21 22 Load Case (Deflection Type) Name Dead loads First Order (Other) Dead loads P-Delta (Other) Snow loads First Order (Other) snow loads P-Delta (Other) Oo75(D+L+W) First Order ,Oo75(0) Oo75(D+LHI) P-Oe1ta ,Oo75(D) A4-1 First Order ,1.400 A4-l P-Delta ,1.400 A4-2a First Order ,1.200 A4-2a P-Delta ,1.200 A4-2b First Order ,1.200 +0.505 A4-2b P-Delta ,1o200 +Oo50S A4-3c First Order ,1.200 +1.60S A4-3c P-Delta ,1o200 +1o60S A4-5a First Order ,1.200 +0.205 A4-5a P-Delta ,1o200 +Oo20S A4-6a First Order ,0.900 A4-6a P-Delta ,0.90D D+L First Order (Other) ,D D+L P-Delta (Other) ,0 D+S First Order (Other) ,O+S D+S P-Delta (Other) ,D+S .~ISC-LRFD Steel Design Oesign Group: DG1, Group Report, Designed A~: HSS3x3x.1875 SIZE CONSTRAINTS: nona BRACING INFO~TION: Lateral bracing at top flange (at +y) : Pattern • Unbraced Lateral bracing at bottom flange (at -y) : Pattern = Unbraced Lateral bracing in strong direction (parallel toy): Pattern Unbraced COLUMN INVOQMATION: Braced frame in the y-direction (strong axis bending for most shapes). Braced frame in the z-direction (weak axis bending for most shapes). Effective length factors:Specified Kz = 1.00, Ky = 1.00 Fy = 46o00Ksi Design checks assume a 2nd order analysis was performed. (No Bl, B2 factors Combined Stresses Check: Member Load Offset Pu Muz ~Pn ~· Codt;a Unity Name Case • £t K K-:ft K K-£t Ref 0 Check M1 1 OoOO 1. 04 Oo06 73o90 6o80HSS 7 o1 Oo02 M1 2 OoOO 1. 04 Oo06 73o90 6o80HSS 7ol Oo02 M1 3 OoOO 1. 94 Oo12 73o90 6 o 80HSS 7 o1 Oo03 M1 4 OoOO l. 94 Ool2 73090 6o80HSS 701 Oo03 M1 5 OoOO l. 66 Oo10 73o90 6 o 80HSS 1o1 Oo03 M1 6 OoOO 1. 66 Oo10 73o90 6 o 80HSS 7o1 Oo03 l'!l 7 o,oo 3o33 Oo20 73o90 6o80HSS 7ol Oo05 l'!1 8 OoOO 3o33 Oo20 73o90 6o80HSS 1o1 Oo05 l'!1 9 OoOO 1o00 Oo42 73o90 6o80HSS 7o1 Ooll l'!l 10 OoOO 7 0 00 Oo42 13o90 6o80HSS 7o1 Ooll Hl ll OoOO 2o33 Oo14 73o90 6o80HSS 7o1 Oo04 m 12 OoOO 2033 Oo14 73o90 6o80HSS 7o1 Oo04 M1 13 OoOO 1. 25 Oo07 73o90 6o80HSS 7o1 Oo02 M1 14 OoOO l. 25 Oo 07 73o90 6o801fSS 7o1 Oo02 -1-Tue Jun 26 17:14:57 2007 naadodo) M2 9 6.50 0.42 6.50 1.12 6.80 F1-l 0.06 M2 10 6.50 0. 42 6.50 1.18 6.80 F1-1 0.06 M2 11 6.50 0.14 6.50 1.12 6.80 F1-1 0.02 M2 12 6.50 0.14 6.50 1.14 6.80 Fl-1 0.02 M2 13 6.50 0.07 6.50 1.12 6.80 F1-1 0.01 M2 14 6.50 0.07 6.50 1.13 6.80 F1-l 0.01 M3 1 3.14 0.12 6.54 1.24 6.80 F1-1 0.02 M3 2 3.14 0.12 6.54 1. 24 6.80 F1-1 0.02 M3 3 3.14 0.22 6.54 1. 24 6.80 F1-1 0.03 M3 4 3.14 0.22 6.54 1. 24 6.80 F1-1 0.03 M3 5 3.14 0.18 6.54 1.24 6.90 F1-1 0.03 M3 6 3.14 0.19 6.54 1. 24 6.80 F1-1 0.03 M3 7 3.14 0.37 6.54 1. 24 6.80 F1-1 0.05 M3 8 3.14 0.38 6.54 1. 24 6.80 F1-1 0.06 M3 9 3.14 0.78 6.54 1. 24 6.80 F1-1 0.11 M3 10 3.14 0.81 6.54 1.24 6.80 F1-1 0.12 M3 11 3.14 0. 26 6.54 1.24 6.80 F1-l 0.04 M3 12 3.14 o. 26 6.54 1. 24 6.80 F1-1 0.04 M3 13 3.14 0.14 6.54 1.24 6.80 Fl-1 0.02 M3 14 3.14 0.14 6.54 1. 24 6.80 Fl-1 0.02 M4 1 3. 40 0.12 6.54 1. 24 6.80 Fl-1 0.02 M4 2 3.40 0.12 6.54 1. 24 6.80 F1-1 0.02 M4 3 3.40 0.22 6.54 1.24 6.80 F1-1 0.03 M4 4 3.40 0.22 6.54 1.24 6.80 F1-1 0.03 M4 5 3. 40 0.18 6.54 1. 24 6.80 F1-1 0.03 M4 6 3.40 0.19 6.54 1. 24 6.80 F1-1 0.03 M4 7 3.40 0.37 6.54 1. 24 6.80 F1-1 0.05 M4 8 3.W 0.38 6.54 1. 24 6.90 F1-1 0.06 M4 9 3. 40 o. 78 6.54 1. 24 6.80 F1-1 0.11 M4 10 3.40 0.82 6.54 1. 24 6.80 F1-1 0.12 M4 11 3.40 0.26 6.54 1. 24 6.80 Fl-1 0.04 M4 12 3.40 0. 26 6.54 1. 24 6.80 F1-1 0.04 M4 13 3.40 0.14 6.54 1. 24 6.80 F1-1 0.02 M4 14 3.40 0.14 6.54 1. 24 6.80 F1-1 0.02 -'Axial Cheok: Mli!mber Load O:ffeat PU F:L/r l.c Fer ~Pn Code Oni.ty Name Case # t:t K Ksi K Ref. Check M1 1 o.oo 1. 04 68.37 -1.00 -1.00 1.00 46.00 78.25 01-1 0.01 M1 2 o.oo 1. 04 68.37 -1.00 -1.00 1. 00 46.00 78.25 01-1 0.01 M1 3 0.00 1. 94 68.37 -1.00 -1.00 1. 00 46.00 78.25 01-1 0.02 M1 4 0.00 1. 94 68.37 -1.00 -1.00 1. 00 46.00 78.25 01-1 0. 02 M1 5 0.00 1. 66 68.37 -1.00 -1.00 1.00 46.00 78.25 01-1 0.02 Ml 6 0.00 1. 66 68.37 -1.00 -1.00 1. 00 46.00 78.25 01-1 0.02 M1 7 0.00 3.33 68.37 -1.00 -1.00 1.00 46.00 78.25 Dl-1 0.04 M1 8 0.00 3.33 68.37 -1.00 -1.00 1. 00 46.00 78.25 Dl-1 O.Ot M1 9 o.oo 7.00 68.37 -1.00 -1.00 1. 00 46.00 78.25 01-1 0.09 Ml 10 0.00 7.00 68.37 -1.00 -1.00 1. 00 46.00 78.25 01-1 0.09 Ml 11 0.00 2.33 68.37 -1.00 -1.00 1. 00 46.00 78.25 01-1 0.03 M1 12 0.00 2.33 68.37 -1.00 -1.00 1. 00 46.00 78.25 D1-1 0.03 M1 13 0.00 1. 25 68.37 -1.00 -1. DO 1. 00 46.00 78.25 Dl-1 0.02 Ml 14 0.00 1. 25 68.37 -1.00 -1.00 1. 00 46.00 78.25 Dl-1 0.02 -3-Tue Jun 26 17:14:57 2007 M4 7 6.54 -3.39 68.82 0.87 0.07 1.00 33.45 53.74HSS 4.2 0.06 M4 8 6.54 -3.39 68.82 0.87 0.07 1.00 33.45 S3.74HSS 4.2 0.06 ! M4 9 6.54 -7.13 68.82 0. 87 o. 07 1. 00 33.45 53. 74HSS 4.2 0.13 M4 10 6.54 -7.13 68.82 0.87 0. 07 1. 00 33.45 53.74HSS 4.2 0.13 M4 11 6.54 -2.37 68.82 0.87 0.07 1.00 33.45 53. 74HSS 4.2 0.04 M4 12 6.54 -2.37 68.82 0.87 0.07 1.00 33.45 53. 74HSS 4. 2 0.04 M4 13 6.54 -1.27 68.82 0.87 0. 07 1.00 33.45 53. 74HSS 4. 2 0.02 M4 14 6.54 -1.27 68.82 0.87 0.07 1.00 33.45 53.74HSS 4 .2 0.02 Shear Check (Strong Axis) : Member Load Offset Vuy · -h/tw +vny Coda Unity N....., Case * £t K K Ref. Check M3 3 6.54 -0.22 15.24 25. 93HSS 5.2 0.01 M3 4 6.54 -0.22 15.24 25. 93HSS 5.2 0.01 M3 5 6.54 -0.19 15.24 25. 93HSS 5.2 0.01 M3 6 6.54 -0.19 15.24 25.93HSS 5.2 0.01 M3 7 6.54 -0.37 15.24 25.93HSS 5.2 0.01 M3 8 6.54 -0.37 15.24 25.93HSS 5.2 0.01 M3 9 6.54 -0.78 15.24 25.93HSS 5.2 0.03 M3 10 6.54 -0.78 15.24 25.93HSS 5.2 0.03 M3 11 6.54 -0.26 15.24 25.93HSS 5.2 0.01 M3 12 6.54 -0.26 15.24 25.93HSS 5.2 0.01 M3 13 6.54 -0.14 15.24 25.93HSS 5.2 0.01 M3 14 6.54 -0.14 15.24 25.93HSS 5.2 0.01 M4 3 0.00 0.22 15.24 25.93HSS 5.2 0.01 M4 4 0.00 0.22 15.24 25.93HSS 5.2 0.01 M4 5 0.00 0.19 15.24 25.93HSS 5.2 0.01 M4 6 0.00 0.19 15.24 25.93HSS 5.2 0.01 M4 7 0. 00 o. 37 15.24 25.93HSS 5.2 0.01 M4 8 0.00 0.37 15.24 25.93HSS 5.2 0.01 M4 9 o.oo 0. 78 15.24 25. 93HSS 5.2 0.03 M4 10 0.00 0. 78 15.24 25.93HSS 5.2 0.03 M4 11 o.oo 0.26 15.24 25.93HSS 5.2 0. 01 M4 12 0.00 0.26 15.24 25.93HSS 5.2 0.01 M4 13 0.00 0.14 15.24 25.93HSS 5.2 0.01 M4 14 0.00 0.14 15.24 25.93HSS 5.2 0.01 -5-Tue Jun 26 17:14:57 2007 07-088 Bill Barrett Corp Electrical Building VisualAnalysis 5.50 Report Company: Pillar Structural Enqine$rinq Engineer: J. Brendan Bumme~ Project File: 07-088 Bill Barrett Corp.vap Folder: Z:\Jobs\Power Service\07-088 Bill Barrett Electrical Building\ Nodes Node X Y Fix DX Fix DY Fix RZ ft ft Nl 0.000 0.000 Yes Yes No N2 6.500 0.000 No No No N3 13.000 0.000 No Yes No N4 6.500 0.750 No No No Material Properties Material Strength Elastioity Poisson Density Therm. Coeff. Ksi Ksi K/ft'3 in/in/deg-F 1\STM A50 -NA-29000.00 0.2900 0.49 0.000 Member Elements Member Saotion Material (l) Node (2)Node Langth Weight Rzl ft K Ml HSS3x3x ASTM A50 N1 N2 6. 500 0.04 Fix !12 HSS3x3x ASTM A50 N2 N3 6.500 0.04 Fix M3 HSS3x3x ASTM 1\50 N1 N4 6.543 0.04 Fix M4 HSS3x3x ASTM 1150 N4 N3 6.543 0.04 Fix M5 HSS3x3x ASTM A50 N4 N2 0.750 0.00 Fix Section Properties Section Theta Ax Iz Sz (+y) Sz(-y) deg in .... 2 in 11 4 in""'3 in"'3 HSS3x3x: 0.0000 1. 89000 2. 46000 1. 64000 1.64000 Member Local Displacements Member Result case Name M1 A4-2a First Order M1 A4-2a First Order M1 A4-2a First Order M1 D+L First Order Ml D+L First Order Ml D+L First Order Ml Dead loads First Order Ml Oead loads First order Ml Dead loads First Order M1 Snow loads First Order 1:-n Snow loads First Order M1 Snow loads First Order M2 A4-2a First Order Offset :Et 0.00 3.25 6.50 0.00 3.25 6.50 0.00 3.25 6.50 0.00 3.25 6.50 0.00 Ox in o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dy Span/Dy in 0.00 -NA- -0.03 < -2000 -0.04 -1881.83 0.00 -NA- -0.03 < -2000 -0.03 < -2000 0.00 -NA- -0.03 < -2000 -0.03 < -2000 0.00 -NA- -0.06 -1229.81 -0.08 -939.253 -0.04 -1881.83 -1-Tue Jun 26 17:14:58 2007 Rz2 One Way Fix Normal Fix Normal Fix Normal Fix Normal Fix Normal Extreme Item Member Result Case Nama Offset Fx Vy Mz ft K K K-ft Max Axial Ml Snow loads First Order 0.00 3.33 -0.01 0.20 Max Mz M3 Snow loads First Order 3.14 -3.36 0.01 0.37 Max Vy M4 Snow loads First Order 0.00 -3.31 0.37 -o. 26 Min Axial M4 Snow loads First Order 6.54 -3.40 -0.36 -0.20 Min Mz M3 Snow loads First Order 6.54 -3.31 -0.37 -0.26 Min Vy M3 Snow loads First Order 6.54 -3.31 -0.37 -0.26 Member Min/Max Stresses Extreme Item Member Result Ca~e Nama Offset fa fby(+z) fby(-z) fbz (+y) fbz (-y) ft 1:\si Kd Ksi Irsi. Ksi Max fby(+z) M1 Dead loads First Order o.oo 0.73 0.00 o.oo -0.60 0.60 Max fby(-z) Ml Dead loads First Order 0.00 0. 73 0.00 0.00 -0.60 0.60 Max fbz (+y) M3 Snow loads First Order 6.54 -1.75 0.00 0.00 1.88 -1.88 Max fbz(-yl M3 Snow loads First Order 3.14 -1.78 0.00 0.00 -2.70 2.70 Max fx M1 Snow loads First Order o.oo 1. 76 0.00 0.00 -1.45 l. 45 Min fby(+z) M1 Dead loads First Order 0.00 0.73 0.00 o.oo -o. 60 0. 60 Min fby(-Z) Ml Dead loads First Order 0.00 0.73 0.00 0.00 -0.60 o. 60 Min fbz (+y) M3 Snow loads First Order 3.14 -1.78 o.oo 0.00 -2.70 2.70 Min fbz (-y) M3 Snow loads First Order 6.54 -1.75 0.00 0.00 1.88 -1.88 Min fx M4 Snow loads Firat Order 6.54 -1.80 0.00 0.00 1. 45 -1.45 Nodal Displacements Node Result Case Name ox DY RZ in in deg Nl A4-2a First Order o.oo 0.00 -0.06424 Nl D+L First Order 0.00 o.oo -0.05353 N1 Dead loads First Order 0.00 0.00 -o. 05353 Nl Snow loads ~irst Order 0.00 o.oo -0.12871 N2 A4-2a First Order 0.00 -0.04 0.00000 N2 D+L First Order o.oo -0.03 0.00000 N2 Dead loads First Order 0.00 -0.03 0.00000 N2 snow loads First Order 0.00 -0.08 0.00000 N3 A4-2a First Order 0.00 0.00 0.06424 N3 D+L First Order 0.00 0.00 0.05353 N3 Dead loads E'irst Order 0.00 0.00 ·o.o5353 N3 Snow loads First Order 0.01 o.oo 0.12871 N4 A4-2a First Order 0.00 -0.04 0.00000 N4 D+L First Order o.oo -0.03 0.00000 N4 Dead loads First Order 0.00 -0.03 0.00000 N4 Snow loads First Order 0.00 -0.08 0.00000 Nodal Reactions Node Result Case Name FX FY MZ K K K-ft N1 A4-2a First Order 0.00 0.37 -NA- Nl D+L Fir:st Order 0.00 0.31 -NA- Nl Dead loads First Order 0.00 0.31 -NA- Nl Snow loads First Order 0.00 0.73 -NA- N3 M-2a First Order -NA-0.37 -NA- 'N3 D+L First Order -NA-0.31 -NA- N3 Dead loads First Order -NA-0.31 -NA- N3 Snow loads First Order -NA-o. 73 -NA- -3-Tue Jun 26 17:14:58 2007 Pillar Structural Engineering Project: ~t.G..")I.-'1.'-'J( By: /~ Date: ___ ..c_ __ Page: __ ,of __ _ . -. ·.. .. .. . . -~~~: c~·~,~~~~~~-~:~~~~~c~J-':· .... . .. . .. -__ -.. . . . ~ • j A'= ~ 9~1;::;;.,,'( 6 f'Q.g <i: . . '··. _:;.,;:. '$:". ... ·. •Lf?· -~ .. 7'1 ~~ .... · .. . . ~~~~i(tz.) . " ... ' ~ ........ ~ ;7196~}.1 ) . . . ' ·--:·-··. ..·.: ,· . . .. .... ; . i .• ' . .. • ...... . /::> .: ~ . . : -,-;,..,;A:. . "'-··: .... ./ .... -r ... r · .. - \ ... ,. ' -.. ·.. .: .... ~ " " ' ·-· . -' ·-.' ... . . --. /Z...' I .· .....• ·-.· ... i,. .. ; ·-r ... . i Project Name: 13 X 19 ELECTRICAL BUILDING Location: Garfield County, CO By: JBB Start Date: 6/26/07 Comments: .. 107-088 Bill Barrett Electrical Building\Wind.wls 13 X 19 ELECTRICAL BUILDING , Local Information Wind Dir. 1 2 3 4 Exposure B B B B Basic Wind Speed: 80 mph Topography: None Optional Factors This project uses load combinations ') from ASCE 7. Wind Loads on Structures Copyright© 2000 SDG, Inc. June 26, 2007 Page 1 of4 13 X 19 ELECTRICAL BUILDING r Section -Main Section Enclosure Classification: Enclosed Building Category: I Wall Length(ft) Overhang(ft) 1 19.0 0.0 2 13.0 0.0 3 19.0 0.0 4 13.0 0.0 Wall Height: Parapet Height: Roof Shape: Roof Slope(: 12) A&B 1.3 11.5 ft 0 ft Gabled Wind Loads on Structures Copyright© 2000 SDG, Inc. June 26, 2007 ~ W2 W1 A B lw3 W4 ~ ~ A-. ................ B W1 W4 W3 W4 W3 W2 Page 2 of 4 13 X 19 ELECTRICAL BUILDING June 26, 2007 ' Composite Drawing A B 3 Wind Loads on Structures Copyright© 2000 SDG, Inc. Page 3 of4 13 X 19 ELECTRICAL BUILDING June 26, 2007 Components and Cladding Input Component Description I Wall/Roof I Surface Labell Zone! Span(ft) I Effective Width( II) I Area(sqft) Worst Case Wall Wall 1 (All) 9.0 3.0 27 .L-----------------------------------------------------~ Wind Loads on Structures Copyright© 2000 SDG, Inc. Page4 of4 ' \ PILLAR STRUCTURAL ENGINEERING . 770 W COLLINS DR., STE 200C CASPER, WY 82601 Phone: (307) 265-3900 , Fax: (307) 266-3569 TIUa: Dsgnr: Description : Scope: Job# Date: 12:06PM, 1 FEB 07 ev: U&&r; KW..Q6CI6935, Ver5.8.G, 1-Nov-2006 (¢ 1983-:ZOOOENERCALC En lnaer Softwa!'e Steel Column Page 1 wall eolumn.ecw:Cflleutatlons Description TYPICAL WALL COLUMN General Information Steel Section HSS3X3X3118 Column Height 11.500 ft End Fixity Pin-Pin Live & Short Term Loads Combined I Loads ~., ; rm Axial Load ... Dead Load Live Load Short Term Load Distributed lateral Loads ... Along Y-Y Along X·X ~··Summary li1 Fy Duration Foetor Elastic Modulus /(-X Unbracad Y·Y Unbraced 1 I 0.31 k 0.73 k k ...Ql.._ .JJ.... Coda Raf: AISC LRFD, 1997 UBC, 20031BC, 2003 NFPA 5000 46.00 ksl 1.330 29,000.00 ksl 11.500 ft 11.500ft Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments ...§L 0.100 kilt kill X·X Sldasway : Y-Y Sldesway: K>o< Kyy 0.000 In 0.000 In -> -> Restrained Restrained 1.000 1.000 nsm .sruL 11.500 ft ft Steel Section Capacities ••• .85 •pn: 27.344 k 0.9• Mn-x: Column Design OK 6.727 k-ft 0.9 • Mn-y: 6.796 Factored Load Combinations , , . , AISC H1·1 a & b : (Pu I AphiPn) + s•(Mu/phiMn) <= 1.0 If Pu/phiPn > 0.2, A •1, B • 819; If Pu/phiPn < 0.2, A= 2, B = 1 (1) 1.40 Pu = 0.434 k Mu-x = 1.653 k-It Eq. H1 Resuns = 0.254: 1.0 Mu-y = 0.000 (2) 1.20 + 1.6L, •• Pu = 1.540 k Mu-x = 1.653 k-ft Eq. H1 Results = 0.274: 1.0 Mu-y = 0.000 (3) 1.20 + 1.6L + 0.8W ... Pu = 1.540 k Mu-x = 1.663 k-ft Eq. H1 RasuRs = 0.274: 1.0 Mu-y = 0.000 (4) 1.20 + 0.5L + 1.3W ••• Pu = 0.737 k Mu-x = 2.149 k-ft Eq. H1 ResuRs = 0.333: 1.0 Mu-y = 0.000 I Stresses IIIJI!Im1l! ... ~~-!liiDli:JIIIUiliiS • l!lllil:i lliliiiWi'ICI Ui*~J Allowable & Actual Stresses ..Qug_ Live Qb+ bb QL +Short Fa : Allowable 0.00 ksl 0.00 ksi 0.00 ksl 0.00 kol fa: Actual 0.00 ksl 0.00 ksi 0.00 ksl 0.00 ksl Fb:xx : Allow [F3.1) 0.00 ksl 0.00 ksi 0.00 ksl 0.00 ksi fb : xx Actual 0.00 ksl o.oo ksi 0.00 ksl 0.00 ksl Fb:yy : Allow [F3.11 0.00 ksl 0.00 ksi 0.00 ksl 0.00 ksi fb : yy Actual 0.00 ksi 0.00 ksi o.oo ksi 0.00 ksi ( PILLAR STRUCTURAL ENGINEERING 770 W COLLINS DR., STE 200C CASPER, WY 82601 Phone: (307) 265-3900 Fax: (307) 265·3559 Rev; 580009 Uw. KW-01300935, Ver&.s.o, 1·No\'-2006 c)1983·2005 ENERCALC Engineering Soltwet'tl Description TYPICAL WALL COLUMN ~ectlon Properties I'm HSS3X3X3/16 .. Depth 3.000 in Weight Web Thick 0.1741n lxx Width 3.000 in lyy Flange Thick 0.174 in Sxx Area 1.89 in2 Syy Rt o.ooo In Rxx Ryy Section Type = HSS-Square THie: Dsgnr: Descrlptlbn : Scope: Steel Column 6.42 #/ft 2.460 ln4 2.460 ln4 1.640 ln3 1.640 in3 1.140in 1.140 in Job# Date: 12:06PM, 1 FEB 07 = Page 2 walt coii.ITlll.eCW.caleuletlon& Values for LRFD Design .... J 4.030 in4 Cw 2.76 in6 Zx 1.970 in3 Zy 1.970 in3 0.000 I