Loading...
HomeMy WebLinkAboutApplication-PermitI Garfield County Building & Planning Department 108 8th Stree~ Suite #401 Glenwood Springs, Co. 81601 Oftice:970·945·8212 Fax: 970·384-3470 Inspection Line: 970·384·5003 Building Permit No. 11222 Locality: Use of Building: ~ ~·--~-"-------Gas _§_eparat~.r_Skid Building Owner: Chevron USA Contractor: Elkhorn Construction Inc ·-------·-·---~-"~-----""~"---~·-· Fees: Plan Check: $ 81.41 Septic: -----·~------~-- Bldg Permit: $ 125.25 other Fees: ·-----.. ·-~------·--"---~-------- Total Fees: $ 206.66 ·---~"--~ Clerk: ... ___ Julie.Tal'lcJ_r -··· Date: 2/4/2008 --------------I I GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8~ Stree~ Suite 401, Glenwood Springs, Co 81601 Phone: 970-945·8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield--cotmtv.com Parcel No: {this information is available at the assessors office 970«945w9J34) 2139-163-00-014 2 Job Address: (if an address bas not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description 2700 Clear Creek Road, p .0. Box 296, De Beaue CO 81630-CPF located 2.5 miles north-northeast of end of CR 211 ·about 19.5 north-northeast of De Beoue 3 Lot No: NA Block No: Subd./ Exemption: 4 Owner: (property owner) Mailing Address: 11111 S. Wilcrest Drive Ph: AltPh· Chevron U.S.A. Inc. Houston, TX 77099 (281) 561-4991 (970) 257-6042 5 Contractor: Mailing Address:2181 45112 Road Ph: AltPh: Elkhorn Construction, Inc.• De Beoue, CO 81630 (970) 283-1009 (970) 625-4180 6 Architect I Engineer: Rodney Burrows Mailing Address: 12567 W. Cedar Olive, Ph: AltPb: ZAP Enar & Canst Services Inc. Suite 210, lakewood, CO 80228 (720) 529-4430 (971) 533-6665 7 sfu Ft. ofBuildin~: Sq. Ft. or Acres of Lot: Height: No. of Floors: 5 Oft2 (14ftx Oft) 140,600 sq. ft. (CPF prtmary pad) 16.0 ft Single story 8 Use of Building: Gas Separator Skid Building-houses separation vessel and associated piping, valving, instrumentation, and controls necessarv for natural aas orocessina 9 Describe Work: Foundation installation, placement of modular unit, and utility hookups 10 Class of Work: !(!New a Alteration o Addition II Gara~i\ Septic: To be permitted with CPF a Attached o Detached ii JSDS restroom bldg oConummity 12 Dri~ay Permit: Owners valuation of Work: $646,000 NOTICE ~· This application for a Building Pennit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal AcS!l"· A Building Pennit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separatepennits may be required: (l) State Electrical Permit, (2) County ISDS Penn:it, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit A Building Permit becomes null and void if the work authorized isnotoonuneneed within ISO days of the date of issuance and if work is suspended or abandoned for a period of 180 days afl:er commencement CERTIFICATION I hereby certify that I have read !his Application and that the information contained above is true and correct I understand that the Building Department accepts the Application, a1ong with the plans and specifications and ether data submitted by me or on my bebalf(submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting pennission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. ln consideration of the issuance of the Building Pennit, I agree that l and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regu]ations and applicable land use regulations (County Regu1ation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law, l hereby grant pennission to the Building Department to enter the property, described above, to inspect the work. f further acknowledge that the issuance of the Building Permit does not prevent the Building Official limn: (I) requiring the correction of errors in the submittals, if any, discovered after issuance; or(2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the wolk by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance wilh federal, state and lor:allaws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: ~~·C-· OWNESIGNATURE .~4-'zt~ ff1#2trYi ATE "'Eikhom Construction, Inc. wl111nstall foundation and place unit URS Washington Division assembled permit application (Contact: Sally 91tfiO,,URS Washln.,gton Division, 7800 E. Union Ave., Suite 100, Denver, CO 80237 Office: 303-643-2219, Cell: 303-526-6514) STAI<'l<' uSE ONLY Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: 5ofO,Q6 6L4{ 1~6.1.£' ISDSFee: Total Fees: Fees Paid: ;:·3;»~·: l \)) ~ & Issue Date: ~ & Issued Date: ~~~ f{'JCf. 3b ~~ Setbacks: OCCGroup: CoostType: Zoning: B\~:.~ ~ \\\.."\·~ \ r! 50/ ea!Jdi PL\f:;EPT: ~ , -~ -~ 1.\\llib~ 1/'?o/2afj APPR'oVAL ~ 'DATE APPROVAL ' "nATE ~r~~~~r~im~-~ VALUATION FEE DETERMINATION Applicant Address Date Chevron U.S.A. Inc. Subdivision 2700 Clear Creek Road, De Beque, CO Lot/Block _____________ Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Carport: Total Valuation Crawl Space Total Valuation Decks/ Patios Total Covered Qpen Valuation Type of Construction: Occupancy: Modular set fee Valuation Total Valnation sq.lt sq. It sq. It sq.lt X $74.68 0 sq.ft Commercial sq.lt X $41.00 sq.lt X $33.68 sq.lt X $18.00 sq.lt X $12.00 sq.lt X $9.00 sq.lt X $24.00 sq.lt X $12.00 560 sf X $9.00 sf X sf X sf X sf X sf X Gas Separator Building 0.00 0.00 0.00 0.00 0.00 5,040.00 5,040.00 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 Ref: Chevron Central Production Facility -Gas Separator Skid Building 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. 1 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 I.S.D.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 x Not necessary for this project ISDS will be permitted with ---permanent restroom bwldmg 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes x 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? 2 Yes. __ _ No __ Not necessary for this project x 1808 will be permitted with permanent restroom building 5. 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 __ _ 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? Y es_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? Y es_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__ No__ Not necessary for this project_x_ 10. 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_x_ No__ Not necessary for this project __ 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_x_ No__ Not necessary for this project __ 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 __ 3 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 IBCoriRC? 20. 21. 22. 23. 24. 25. Yes __ No Not necessary for this project_x_ Does the plan include a window schedule or other verification that windows provide natnrallight and ventilation for all habitable rooms? Yes__ No__ Not necessary for this project_X_ 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__ No__ Not necessary for this project_x_ Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes_x_ No Not necessary for this project. __ _ 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. __ _ Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes_x_ No__ Not necessary for this project __ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes_x_ No __ 2 · Natural gas catalytic heaters Not necessary for this project __ 4 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 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 gr~~·t X Restrooms located at separate facility --U1l1ng Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes __ No Not necessary for this ~Fej~Gt x wlamg Restrooms located at separate facility Have two (2) complete sets of construction drawings been submitted with the application? Yes_x_ No Have you designed or had this plan designed while considering building and other construction code requirements? Yes_x_ No__ Not necessary for this project __ 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 __ Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes x No. __ _ Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes_x_ No __ Do you understand that the Building Department 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 __ 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? Yes_x_ No __ 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 __ 5 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) 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 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and specifications for the project. Yes No Not Necessary for this project __ x __ _ I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. 6 Signature ~ {!-, eft,_.~ Phone: :A?l-~-'2."1-7/:S:S (days); :l"?/-/9(,,-/ 2.'7 :5" (evenings) · Project Name: Chevron Piceance Basin Natural Gas Development Program Project Address: 2700 Clear Creek Road, P.O. Box 296, De Beque, CO 81630 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 October 2006 7 No. __________ ~11ll2~2~2 __ __ Assessor's Parcel No. 2139-163-00-014 Date 2/4/2009 BUILDING PERMIT CARD Job Address ----~2~z~o~o~c~le~a~r~cure~eillk~r~d~.D~e~B~e~g~u~e~------------------------------------------- Owner _____ ---"'C"'"h""e'-"-v,_,ro"-'n.!...U,.""'SA=------------Address 11115. Wilcrest dr, Houston Ptl~ # 281-561-4991 Contractor Elkhorn Constrution Address 2181 45 1/2 rd, DeBeque Pfln # 970-283-1009 Setbacks: Front ______ Rear _______ RH, ______ LH ______ Zoning ______ __ Gas separator skid building So i Is Test -....,...--;-;,.---=c;;---,.,_----------- Footing j. ~ 11~1?'1 19-nl Foundation :2 -11-PC, &m Grout ___________________ __ Underground Plumbing-------- Rough Plumbing _____ · __________ _ Framing ________________ _ Insulation--------------- Roofing---------------- Drywall --------------------- Gas Piping-------------- INSPECTIONS NOTES Weatherproofing ________________ _ Mechanical _______________________ _ Electrical Rough (State) -=--=-::--,-,...-,,.-,------ Electrical Final (State) A -'&'-10 f:!:t Finali '!1-!0 /Checklist Com~lete-d(f~ &M Certificate Occupancy # _,!Cl(-f-):::..2f.f-c,Jq.@;~--------- Date 7./9.tt6_ Septic System # --------/-/ ________ _ Date / Finai ___ _,.~.,Z~-----------Other ______________________ __ (continue on back) IN GARFIELD COUNTY, COLORADO !NSPECT!ON Will NOT BE MADE UNlESS THIS CARD IS POSTED ON THE JOB IT Date Issued~ -~__::9 ____ Permit No.~~~~ ),~J.-~---- AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. use (i:Js~""f'Dr SJWl"""'• ,.,____....,.S"""'~'='Id/.~~;;JL-------- Address or Legal Description ..am c/eof' /lifAJ ~/Jf"t!JIIe Owner _C_htf/_t(!$1 .fJdl. Contractor 7i/&hdt.fl "'-==f'ltJI;..,._. __ Building Permit Type ~M:-=~-==ff.li=~""----------------------- This Card Must Be Posted So it Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway {kdok )._ -/Cf-09 10m Foundation I Grouting Insulation tJoJI ~-/!ed ok__ 2---1'1 -tY/ I6Yi\__ Underground Plumbing Drywall Rough Plumbing Eiecld< Final (by State lnspe~ 7--3-Jt() (Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL J--.-J1~JV Wl1f\ Electric Rough (by State Inspector} (You Must Call Fol' Final Inspection) (Prior to Framing) Notes Framing (to include Roof in place & Windows & Doors installed & Firestopping in place) APPROVED Date THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384--5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CA /).<Ji-09 By~ ~- PROTECT PERMIT FROM WEATH (DO NOT LAMINATE) Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 08-FEB-1 0 Permit Number: 67161 B Contractor/HomeOwner: SPECIALIZED AUTOMATION SERVICES LLC Address: Type of Inspection: Action: 2700 CLEAR CREEK RD Complete Final Accepted Comments or Corrections: 1) 314.25 Cover, faceplate, luminaires or canopy required for boxes (gutter cover in control room) 2) 35 kv switchgear clerances must be maintained 3) 110.3(B) Listed and labeled equipment shall be installed and used per listing and labeling (em light not working) 4) 210.8 (B)(5) GFI required (Non residential) Sinks ;. where receptacles are installed wtthin 1.8 m (6 It) of the outside edge of the sink. 5) battery cover required 480.9(B) Batteries, Live Parts. Guarding of live parts shall comply with 110.27 6) Installer on site making corrections Inspectors Name: Cyrus Tuchscher Phone Number: 970-625-5085 Date: 08-FEB-1 0 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Sutte 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 https://www.dora.state.co.us/pls/realiEp_ Web_Inspection_GUI.Process_Page Page 1 ofl 2/9/2010 # /1?.7.2 ... . .. · .. · . 1 'Mr'lt! ~:J ~bl!ufathlltr: .W:WIIIiams, Inc. 19814 G.H. Circle P.O. Box 1178 Waller, Te~as 77484 NTA,Inc. 574-773-7975 M;;r;rr>O.Addr~: F:u nc: 305 North Oakland Av, Nappanee, IN 46551) 574-773-.2732 X 2003 I .. Codo P"ompll8nt Uvo Roof Lo~d 50. PSF Floor Destgn Load Wlnd Design Sp'eed /,.?$ PSF _,_;?c_:o::.___MPH Mra Ratfn.g: Extarior Wells f'loor .A//9 Coillng &A Fee Schedule Total footage Amount Model NameiNo. Annual R~gJ$irnUon F~o{muSI be t:lC(;oinp;mllld ~.... .s-.,.-r'A'"""..? r""R by n~Mhlpdlllr,nl OC Mllmlal} .o'u.rz ·O.r.fiJG- (Mi111mom !,.cc¢as-~um :h:oples) $S00.001per ICIC<lllott FEB 0 6 2009 :Fao C&lctJ!;;tt~rri'H'Pl:~,n Ap)lt~M~I~Unlt Squ~ro fcoltiou:cfnttoriin:ll~t!!d bti)OW: I -.. .:... .. '. ' ., Pion .Appnivnl flia-S0.2Sb:qJ!.. Ck-tt ·· 3·h~ JMlnimum 2Lols-madmum :3 snt:t} l&v 1\dd!Uoo:sl Plom Sot .. $0.1'till$q.Jt. FedEx or UPS No. (If ovornrgh~ ""/cr:: c:? s-hlpplng of approved ptans requested) tiifllmum 1"'110 forPI<m.Ap"provaf.s.. $1llG.!10. # :1 ~ .y' :?-8' ,;1 }' --1-. 'Jon R:ev!o.lon-• $0.10i~q.tl.. ;.... _____________ Plan Approval Number llnltrtum F~~ IDrP!un Rl'l\lbion!l"' .l;SOJIO e~ch sr;ro 'OTAL AMOUNT SUBMITTED: ~&'0 EXPIRES: ) I J / 2rJ /1 Al\1UFACl'URER. CERTJFIES .Itt a! only 'ilPPtolll!d equlpmttnl and mohrllalfo wi.1 be llSt>d find 1til'l insmll<!r'~¢ns·stmn ba mada ill otc.ordnn:cewilll app.rovad p!~n!l d appli=bln.l:!Ode$ nOd ptlt'oi~~ Of UleCalcn:tSO Oii'I~IOfl af HClm1rlg. Manofaclur(!r agre~:s ID in-platl.l irupec:!IM of un.o'ls manufae!uredtulder lhe above pllU'I ;.')rova!. Apfiii::allOII .ttu!lba m~ lt1r lmd·!n:o!tpl!<~ nt!i~CCd.IC! eae« fll.r:lot}ibt.oif tlciJ ~!dfinf!olltlalls sub jed lo D:llo<adG staJu!e~ aod Whith is m;rrullil:lllf!n:S or Is Ia U.l d or-oHued nu·sa~e fn the Slaleaf Cclor:ado. V, OF liOUSJNG, 1313 SHERMAN STREET, RM 321, DENVER, CO. 80203 (303) 866-4616 FaxB66-3072 Chevron August 29, 200.7 Mr. Fred Jarman, Director Garfield County Building & Planning Department 108 8 111 Street, Suite 401 Glenwood Sptings, CO 81601 Re: Authotization to Represent Chevron - Jatne~ s. Talbot Sen lor Counsel Sally Cuffin, Washington Group International Inc; Dear Mr. Bean: Law Department North America EXploratiOn and Prodl,ldion _company 11111 s. Wilcrest #N2006 Houston, Texas 77099-4397 Tel 281-561·3S36 Fax 281-561-3515 jtalbcit@chev·rori.com Chevron U.S.A. Incc (Chevron) has retained the services ofSally Cuffin oftbe Washington Group International Inc .. Ms. Cuffin will represent Chevron in facility pe;rmitting for our Piceance Project in Garfield County, a role in which she will prepare and submit Special Use Pern1it Applications, TSDS, building, grading, pipelitle, road crossing and other ro\[tine construction related applications and information on behalf of Chevron. Ms. Cuffin is also aut]lorized to participate in .dis.cussions before appointed a11d elected boards regardi11g the various applications, however at such meetings, her authotity to legally bind Chevron is limited to the temis set fo1th in the Pern1it Applications or other writtel1 documents filed on our behalf. Sincerely, cc: Nicole Jolmson Timothy Barrett Sally Cuffin From: To: CC: Subject: Date: Attachments: Jake Mall Cuffin, Sally; RE: Driveway permit exemption Thursday, November 06, 2008 1:25:38 PM Sally: you are exempt from the driveway access permit requirement for this project. Jake -----Original Message----- From: Cuffin, Sally <Sally.Cuffin@wgint.com> Sent: Thursday, November 06, 2008 12:48 PM To: jmall@garfield-county.com <jmall@garfield-county.com> Subject: Driveway permit exemption Jake, I just realized that I never got an official driveway exemption email from you for buildings at Chevron's Central Production Facility. The facility is located about 2.5 miles north of the end of CR 211 (near the confluence of Tom Creek and Clear Creek). Let me know if you have questions. Thanks! Sally Cuffin (303) 843-2219 (303) 526-6514 (cell) 2 3 4 5 7 CHEVRON PRODUCTION FACILITY PICEANCE BASIN DEVELOPMENT GARFIELD COUNTY, COLORADO GAS SEPARATOR SKID BLDG. MBD-1040 (PRE-FABRICATED BUILDING CONSTRUCTED BY J. W WILLIAMS) RIO BLANCO J COUNTY __ _r------\mr) Project ·te ~ Township 5S Range 98W Section 'i / ED~INITY MAP ~SEE VD-IOOR DRAWINGS fOR PRE-FAB BUILDING~ 2 BUILDING ELEVATIONS NTS Slit lo I GARFIELD COUNTY Group W Engineering, Inc. 871 South Dudley Street Lakewood, CO 80226 (303) 969-9774 Fax: (303) 914-8025 Structural Calculations GWE Project #0823 For: J.W. Williams, Inc. Piceance Development Project MBD-1 040 Gas Separator Skid ) ) Company Address City, State Phone other !:;ode Search I. Code: Intemational Building Code 2003 II. Occupancy: Occupancy Group = HZ.. High-Hazard Ill. Type of Construction: Fire Rating: Roof= O.Ohr Floor= 0.0 lrr IV. Live Loads: Roorangle (e) 1.14/12 5.4 deg Roof 0 to 200 sf: 20 psf JOB TITLE Chevron MBD-;, 1040 JOB NO. ~:--'------SHEET NO . .:;.!;_;A:._== CALCULATED BY EC DATE 9/2/08 CHECKED BY WGR DATE www.struware.com 200 to 600 sf: 24-0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor Stairs & Exitways Balcony I Deck Mechanica! Partitions 250 psf 100 psf NIA NIA V. Wind Loads: ASCE 7-02 Importance Factor Basic Wind speed Directionality (Kd) Mean RoofHt (h) Parapet ht above grd Exposure Category Enclosure Classif. Internal pressure Building length (L) Least width (B) Kh case 1 Kh case 2 1.15 90mph 0.85 14.0 ft 14.0 ft c Enclosed Buililing +/-0.18 34.5 ft 14.0 ft 0.849 0.849 Topographic Factor (Kztl Topography 2D Escarpment Hill Height (H) 15.1 ft Half Hill Length (Lh) Actual H!Lh UseH!Lh Modified Lh = From top of crest: x= Bldg up/down wind? H/Lh= 0.50 x!Lh = 0.89 z/Lh = 0.50 At Mean Roof Ht: 25.0 ft 0.60 0.50 30.2 ft 27.0 ft downwind Kzt =(I +K 1K2K3Y2 = 0.425 0.776 0.289 1.200 J{~J /1lr' Speed-~p ::: x(dol'mwir.dl +.-:----,;,~m:i H/2 H HJ2 20 RIDGE or 30 AXISYMMETRICAL HILL ).oi.Ot Company Address City, State Phone other Group W Engineering 871 S. Dudley St Lakewood, CO 303-969-977 4 groupweng@:ao!.com JOB TITLE Chevron MBD-1075 & 1040 JOB NO. 0823 SHEET NO. l CALCULATED BY-;'EoOC~-----DATE--.9/Zfi5B CHECKED BY WGR DATE W\'lW.struware.com STRUCTURAL CALCULATIONS FOR Chevron MBD•. 1040 Company Address City, State Phone other ~!!de Searr.h I. Code: International Building Code 2003 II. Occupancy: Occupancy Group = HL High-Hazard Ill. Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr IV. Live Loads: Roofangle (8) 1.14/12 5.4 deg Roof 0 to 200 sf: 20 psf JOB TITLE Chevron MBD-] 1040 JOB NO. C:0'=82::::3 _____ S.HEET NO. !A CALCULATED BY EC DATE ='--9;:c/:;::2/;;:0;:-8 CHECKED BY WGR DATE wwvv.struware.com 200 to 600 sf: 24-0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor Stairs & Exitways Balcony I Deck Mechanical Partitions 250 psf 100 psf NIA NIA V. Wind Loads : ASCE 7-02 Importance Factor Basic Wind speed Directionality (Kd) Mean Roof Ht (h) Parapet ht above grd Exposure Category Enclosure Classif. Internal pressure Building length (L) Least width (B) Kh case I Kh case 2 1.15 90mph 0.85 14.0 ft 14.0 ft c Enclosed Building +/-0.18 34.5 ft 14.0 ft 0.849 0.849 Topographic Factor (!(zt) Topography 2D Escarpment Hill Height (H) 15.1 ft HalfHill Length (Lh) Actual H!Lh = UseHILh Modified Lh From top of crest: x= Bldg up/down wind? H!Lh= 0.50 x!Lh = 0.89 z!Lh = 0.50 At Mean Roof Ht: 25.0 ft 0.60 0.50 30.2 ft 27.0 ft downwind K, = K, = K,= I<zt = (I +K 1K2K3)'2 = 0.425 0.776 0.289 1.200 z ·--~ V(z) ESCARPMENT V( 1z)J . z , I V(z) I IV;{-Speed-up -~ x(upwind) : he:';:! x(downwind) ...__~-H ' A9'" I ·•~:,. 12 H '""fhw:.,J' Lh ··~~12 20 RIDGE or 30 AXISVMMETRICAL HILL Company Address City, State Phone other Transverse Direction Kz~Kh~ Base pressure (qh) ~ GCpi~ 0.85 (case I) 17.2 psf +/-OJ8 JOB TITLE Chevron MBD-1075 & l 040 JOB NO. 0823 SHEET 1\lO. --~_:_2 CALCULATEDBY~E"'C:.:..______ DATE 9/2/08 -~::.:::::.. CHECKED BY WGR DATE Longitudjn~l Direction Edge Strip (a) End Zone (2a) Zone.2.length = Torsional loads are 25% of zones l -4. See code for loading diagrrun 3.0 ft 6.0 ft 7.0 ft Transverse Direction Longitudin~l Direction Perpendicular 0 '" 5.4 deg Parallel e 0.0 deg Surface GCpf w/-GCpi w/+OCpi GCpf w/-GCpi w/+GCpi l 0.40 0.58 0.22 0.40 0.58 0.22 2 -0.69 -0.51 -0.87 -0.69 .0.51 -0.87 3 -0.37 -0.19 -0.55 -0.37 .0.19 -0.55 4 -0.29 -0.11 -0.47 -0.29 -0.11 -0.47 5 -. -0.45 -0.27 -0:63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 .0:2.7 -0.63 IE 0.62 0.80 0.44 0.61 0.79 0.43 2E -1.07 -0.89 -1.25 -1.07 .0.89 -1.25 '3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.44 -0.26 -0.62 -0.43 .0.25 -0.61 Wmd Surface pressures (psi) I 10:1 3.9 10.0 3.8 2 -8.8 -15.0 -8.8 -15.0 3 -3.3 -9.5 -3.3 -9.5 4 -2.0 -8.2 -1.9 -8.1 5 -4.7 -10.9 -4.7 -10.9 6 -4.7 -10.9 :!J..7 -10.9 -- 1E 13 iJiillo 7.5 ~? u;e 1\17.4 C...0NS E/ZV'i'/1 v~t.y 2E -1.5.3 -21.6 -15.3 -2.1.6 PESI&"-'bll 'fOtL 3E -6r1\ -12.3 -6.0 -122 4E (~~);,.; 5 -10.6 /4'Sl,Ulf 5' -10.5 /(g Pc.P 1.JJ11J 0WOr2 l-L '---" 5 P5P L£ZBW17!-IJ EM!fl/.;-Sv!~F'k[f' (;f)VT!llt5 :t(.J;;!j~IJ-~6 IN 5oTH-PI flBU1otVS. Windward roof overhangs: -11.7 psf (upward) add to windward roof pressure WINDWARD OVERHANG m WftiDWAF..DR.OOF I I l I I I I I I LEEWARDRO'OF ~· ________ 1 I l tIt It Parapet WindWard parapetc Leeward parapet: 31.5 psf (GCpn = +1.8) -19.3 psf (GCpn ~ -1.1) Horizontal MWFRS Simple Diaphragm ·Pressures (psf) Transverse direction (normal to L) Interior Zone: Wall 12.0 psf Roof -5.5 psf End Zone: Wall 18.1 psf Roof -9.2 psf Longitudinal direction (parallel to L) Interior Zone: Wall 11.9 psf End Zone: Wall 17.9 psf VERTiCAL. ~~~ ~l=:::r TRANSVERSE ELEVATION ffi 'W'INDW.MU) ROI r ll II I I LEEW'JIDRCOF _________ ftflftf \IER.TJCl'.L LONGITtlDThTAL ELEVATION ) Vii. Snow Leads : Company Address City, State Phone other Roof slope Horiz. eave to ridge dist (W) = Roof length parallel to ridge (L) = 5.4 deg 7.0 ft 34.5 ft Hip and gable w/ trussed systems Type of Roo I Ground Snow Load Importance 9tegory Importance FactOr Thennal Factor Exposure Factor Pg = 65.0 psi lii I = 1.1 Ct = 1.10 Ce = 0.9 Pf= 0.7*Ce*Ct*l*Pg Pfmin Flat Roof Snow Load PI= Rain on Sn~w Surcharge Angle Code Maximum Rain Surcharge Rain on Snow Surcharge Unobstructed Slippery Surface (per Section 7.4) Sloped-roofFactor Cs = 49.5 psf 22.0 psf 49.5 psf 2.38 deg 5.0 psf 0.0 psf no 1.00 JOB TITLE Chevron M:BD-1075 & 1040 JOB NO. 0823 CALCI,JLA TED~BY EC CHECKED BY WGR Terrain A B c D Above treeline Alaska~no trees .. _,_ . SHEET NO. DATE DATE Exposure Factor. Ce Exposure of roof 3 9/2/08 Fullv Partiallv Sheltered n/a 1.1 !.3 0.9 !.0 !.2 0.9 1.0 !.I 0.8 0.9 !.0 0.7 0.8 nfa 0.7 0.8 n/a Design Roof Snow Load (Ps) 49.5 psf ("balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with halfthei design roof snow load so.as to produce the grt::atest possible effect~ see code. Building Official Minimum 49.5 psi Unbalanced Snow Loads~ for HiD & Gable rootS· only 70/W+ 0.5 Windward snow load= Leeward snow load= l0.5 deg Unbalanced snow loads are not required 49,5 psf Leeward Snow Drifts ~ from adjacent higher roof Upper roof1ength lu - Projection height h = Building.separation s = Adjacent strocture ·factor Snow density. y = Balanced soow height hb = he= 49.5 psf 0.0 ft 0.0 ft 0.0 ft 1.00 2Z.5 pcf 2.21 ft -2.21 ft hclhb <0.2 = -!.0 Drift height Therefore, np drift Drift width · Surcbar~e load: hd' = w =. pd ~ g*hd= 0.00 ft -17.66ft 0.0 psf Windward Snow Drifts .. Against walls. paramts. etc more than 15' long· Buildingroof1ength 1u = O.O.ft Projection height h = .0.0 ft Snow density y c 22.5 pcf Balanced~snow height hb = -2.21 ft hclhb <0.2 = -!.0 Diift height Drift width Surcharge load: he = -2.21 ft Therefore, no drift hd = pd=g"'hd= 0.00 ft -17.66ft 0.0 psf h .~ JOB TITLE Chevron MBD-1075 & 1040 Company Address City. State Phone other JOB NO.C0'"8"'23:_ ______ SHEET NO. 4 CALCULATED BY £C DATE ____ 9::io::2/C'0."._8 CHECKED BY WGR DATE VI. Seismic Loads: IBC 2003 Seismic USe Group : Importance Factor (I): Site Class: Ss (0.2 sec)~ Sl (l.O sec)= Il 1.25 D 38.00 %g 9.00 %g. Fa~ Fv= !.496 2.400 Sms= Sml= 0.568 0.216 SdF 0.379 Design Category= Design Category= Sd1 ~ 0.144 Seismic Design Category= C Number of Stories: Stmcture Type: Not applicable Plan Stmctm:nl Irregularities: No plan Irregularity Vertical Structural IrregulEuities: No vertic~l Irregularity Flexible Diaphragms: Yes Buildhlg System: Building Frame Systems Seismic resistizlg system: 0l'dinary steel concentrically braceP frames System Building Height Limit: Height not lhnited Actual Building Height (lm) = 14.0 ft DESIGN COE~'J•'JCJEN'l'S· AND FAC!'ORS Response Modification Factor (R) = System Over-strength Factor(.Qo) = Deflection Amplification Factor (Cd) = Sds= Sd1- 5 2 4.5 0.379 0.144 JBCi003 S'1mplified Analysis 5 2 4.5 Code ReferenCe Section for Detailing : AlSC Seismic Section 14 Seismic Load Eflect (E)-p Qg +/-0.2S0sD Special Seismic Load Effect (EID) = Qo Q..E +/~ 0.2805 D -pQg +/- =2.0 Qg +/- PERMITTED ANALYTICAL PROCEDURES Inde.x Force Analysis (Seismic Category A only} Simplified Analysis Method Not Permitted Equivalent Lateral-Force Analysis Buildin"g period coef. (C 1 ) = Approx fundamental period (Ta) = User <:alculated ftlndnmental period (T) =- Seismic response coef. (Cs) = need· not exceed ·Cs = but not less than Cs = USECs= ~ Pennitted 0.020 CTh/·= Sdsl/R = sdJliRT"' 0.044Sdsl = Method Not Pennitted 0.145 sec 0 sec 0.095 0.249 0.021 0.095 ""'0.75 0.076D 0.076D p = redundancy coefficient ~ ""' horizontal seismic forco D= dead load Cu = 1.61 Tm~x =CuT a= 0233 Use T-0.145 Design Base Shear V = 0.095W C...0NS6f2.i frT tl} I' 1..'--i Model, Linear & ~onlinear Response Analysis ~ Permitted (see code for procedure) U:)G"D \}:::;:. a .. I (); ALLOWABLE STORY DRU'I' Structure Type: All other structures Allowable story drift-0.015hsx where hsx is the story height below level x. c c ' I Company Address City, State Phone other Grotlp V/ Engineering, Inc. 87 lS. Dudley St. Lakewood, CO 80226 303-969-9774 groupweng@aol.com JOB TITLE Chevron MBD-1075 & 1040 JOB NO. 0823 CALCULATED BY-'OEo"CO"'------ CODE SUMNL~RY International Building Code 2003 Live Loads: Roof 0 to 200 sf: . 20 psf 200 to 600 sf: 24-0.02Area, but not Jess than 12 psf over 600 sf:· 12 psf Floor Stairs & Exitways Balcony I Deck lvlechruUcal Partitions Dead Loads: Floor Roof Roof Snow Loads: Design Roof Snow load Flat Roof SnoW Load Snow Exposure Factor Importance Factor 111ermal Factor Ground Snow LOad Rain on Snow Surcharge Sloped~roofFactor Wind Design Data: Basic Wmd speed Mean RoofHt (b) Building Category Importance Factor Exposure Category Enclosure Classif. Internal pressure Coef. Directionality (Kd) Earthquake Design Data: Seismic Use Group : Impor.tance Factor Mapped spectral response Site Class Spectral Respons_!3 Coef. accelerations 250 psf 100 psf N/A NIA 82.4 psf 6.8 psf Pf = Ce == I = Ct = pg_"; Cs"" 90mph I4.0 It IV 1.15 c Enclosed Building +/-0,18 0.85 I = Ss = Sl = Sds = Sdl = 49.5 psf 49.5 psf 0.90 1.10 1.10 65.0 psf 0.0 psf 1.00 ll 1.25 38.00 %g 9.00. %g D 0.379 0.144 c = Building Frame Systems CHECKED BY WGR Se.ismi.c Design. Ca.tegory Basic Structural System Seismic Resisting System- Design Base Shear ""Ordinary steel·c;ncentriCally braced frames Seismic Response Coef. Response ModifiCation Factor Analysis Procedure V = 0.095W Cs = 0.095 R = 5 "" Equivalent Lateral-Force Analysis SHEET NO. --=,::.5 DATE _ _::9::_:121,_,0::c8 DATE www .struware.com ) Company Group W Engineering .. Inc. JOB TITLE Chevron MBD-1075 & 1040 Address 87 1 S. Dudley St. Cliy, Sia1e Lakewood .. CO 80226 Phone 303-969-9774 JOB NO. 0823 CALCULATED BY ~E:';C:;::------ other groupweng@nol.com CHECKED BY WGR CODE SUI\1..1\'lARY-continued Component and cladding wiiid pressures Roof C&C<90 feet ·Area Negative Zone I Negative Zooe 2 Negative Zone 3 Positive All Zones Overhang Zone 1 &2 Overhang Zone 3 Wall Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 -20.3 -19.1 -34.1 -25.7 -22.1 -51.4 -30.9 -22.1 lOcO 10.0 10.0 -29.3 -28.1 -27.6 -48.3 -24.2 -13.8 Surface Pressure (psf) JOsf JOOsf 500sf -20.2 -17.4 .'~15.5 ~') -24.8 -19.3 ·--',].j,j .. ..-' 18.6 ]5.9 (f1Jl SHEET NO. 5 A DATE ----.,9::;:/21:::00:-8 DATE www.stnJware.com ) ' ) D;;te Checked Checked By Job Number By I Date Calc. No. Sheet No. t:: ... L. I '1 /: /n . ~--------- Pro jeer . Subject II ., f\ tl::-D I D .4-cJ / \' f:trS 'S rD lif2/r!O(L Referen~~mes \ (14->ro,o..z;-) 1---------------::------!.r '; (c,o,1-t) , ;s;o,ll\- tj-:'> '.? tJilll e I) f\-Ti2 I !3 u T 11; fl.Y tti2. E fr Lo l'rD := I 3 .-:;; 'x: 1· 7 t l J\-5 ~~"HoD A (JN! F-o!?..w\ ?IPtA.J(.-., !..-ok-0-"' +oo f'>i::;. o. cro r'!> r ""· ~Jot( ) 3~1 -:;-< ; (H( / tfr, · i K {je~; ?ecr(o>J &)_ ;. d v.: f'r"c.f..o'-'NT FoQ !1\!SC. PIPeS 1 l/rr\-'Jtio1 ;J?C· L-o I\'() k:>'S uiV]G NO U(;)tJi'i),; o.z..•G£F' 1 L $ 'ff,fiL TITIJ!t L:• i. I Lf.· f U. (s:;:-5: ;;t}q .. r-;,f.., !1) -.0/t.. I ~I z ' X I loads; BLC 1, DL(bldg) Jroup W. Engineering MBD -1040 (Operating) &c Sept?, 2008 at2:06 PM 0823 Operating Loads-1040.r3d ) ,,--oads: BLC 2, SL (bldg) ;roup W. Engineering c --------1 MBD-1040 (Operating) Sept 7, 2008 at 2:06 PM Operating Loads -1040.(.3d ·,.-· oads: BLC 3, DL (plping+tiquid) froup W. Engineering t::C . . 0823 MBD-1040 (Operaiing) Sept 7, 2008 at 2:06 PM Operating Loads -1040.r3d -- ) ' oads: BLC 4, Ll{Deckllve) :iroup W. Engineering 0823 MBD -1040 {Operating) Sept 7, 2008 at 2:06 PM Operating Loads-1 040.r3d ) · oads: BLC 5, Se!fWe!ght :lroup W. Engineering EC 0823 MBD -1040 (Operating) Sept 7, 2008 at 2:06 PM Operating Loads· 1040.13d I ) ,_,.. oads: BLC 6. Wind(Transv.) 3roup W. Engineering EC 0823 MBD -1040 (Operating) Sept 7, 2008 at 2:07PM Operating Loads -1 040.r3d loads: BLC 7, Wind(longit.) )Group W. Engineering EC 0823 MBD -1040 (Operating) Sept 7, 2008 at 2:07 PM Operating Loads - 1 040.r3d ~ z X A~>D'l S61::.N\t<..-l<Jf'rD.", ~ 3 ;:).OK-;: %T <rJGI &.1rf l_oadS: BLC 8, Seism!c(Traosv.) ;:>roup W. Engineering I EC 0823 /IJ K-Fr MBD-1040 (Operating) Sept 7, 2008 at 2:07 PM Operating Loads -1040.r3d I~ I d ) )ads: BLC 9, Se'1smic(Long~.) )roup W. Engineering c:c 0823 MBD-1040 (Operating) Sept 7, 2008 at 2:07 PM Operating Loads· 1040.r3d ' • BLC 9 Seismic(Longit.) oa s. · )3roup W. Engineering ·Ec 0823 MBD -1040 (Operating) Sept?, 2008 at 2:07PM Operating loads -1040.13d ( Loads: BLC 9, Seismic{Longit) )Group W. Engineering MBD-1040 (Operating) EC Sept 7, 2008 at 2:08PM 0823 Operating Loads • 1 040.r3d ~--~~-----~----~ ·~x z W Engineering Group · . ' EC 0823 / s /(;/) { MBD -1 040 (Operating) Sept 7, 2008 at 2:08 PM Operating Loads. 1040.r3d Company Designer Job Number Group W. Engineering EC 0823 MBD · 1040 (Operating) Sept 7, 2008 2:09PM Checked By: Company : Designer : Job Number: Group W. Engineering EC 0823 MBD -i 040 (Operating) Sept 7, 2008 2:09PM Checked By: ) Company : Designer : Job 1\iumber: Group W. Engineering EC 0823 MBD -1040 (Operating) RISA-30 Version 7.1.1 [C:\Personai\Bill Rose\Chevron 1 040\0perating Loads -1 040.r3d] Sept 7, 2008 2:09PM Checked By: Page 3 Company Designer Job Number Group W. Engineering EC 0823 Hot Rolled Steel Properties MBD -1040 (Operating) Sept 7, 2008 2:09PM Checked By: Company Designer . Job Number: Group W. Engineering EC 0823 MBD -1040 (Operating) RISA-30 Version 7.1.1 (C;\Personai\Bill Rose\Chevron 1040\0perating Loads-1040.r3d] Sept7,2008 2:09PM Checked By: Page 5 ) _ __. Loads·. BLC 1, DL(bldg) .lroup W. Engineering }.:C 0823 MBD • 1 040(Lifting) Sept?, 2008 at 2:35 PM Lifting Loads· 1 040.r3d ) ) Loads: BLC 3, OL (pipirrg+liqul<l) .roup W. Engineering ):C 0823 MBD • 1 040(Lifting) Sept 7, 2008 at 2:35 PM Lifting Loads ·1040.r3d z .&, l~oads: BLC 5, Se!IWeigh! :lrpup W. Engineering k 0823 MBD-1 040(Ufling) Sept 7, 2008 at 2:36 PM Lifting Loads • 1 040.r3d I I Loads: LC 1, DLx2 :lroup W. Engineering kc 0823 MBD - 1 040(Ufting) Sept 7, 2008 at 2:37PM Lifting Loads-1 040.r3d ) Aesuns for LC 1, OLx 2 Reac1fon units are k and k·tt lroup W. Engineering f.C 0823 MBD -1 040(Lifting) Sept 7, 2008 at 2:37 PM Lifting Loads -1040.r3d ) Company Designer Job Number Group W. Engineering EC 0823 Basic Load Cases BLC Descrintion 1 DL!blda) ,,.<2 ·. sc lbioal 3 DL loioinn+Jinuid\ 5 · SelfWeiaht "6''~~r,J?,,~, . .cWinatrransir:\ · MBD -1 040(Lifting) Sept 7, 2008 2:38PM Checked By: DL Cetenon; X Gra ... Y Gra ... Z Gr"'v .. JoiOt Point Distrib ... Area r. .. Surfac ... I 14 ·sc 10 DL Dl -1 1 1 BLC 3 Transient Area Loads None 47 ) RISA-30 Version 7.1. 1 [C:\Personai\Bill Rose\Chevron 1 040\Lifting Loads - 1 040.r3d] Page 1 ) ) Company Designer Job Number Group W. Engineering EC 0823 MBD -1 040(Lifting) RISA-30 Version 7.1.1 (C:\Personai\Bill Rose\Chevron 1040\Lifting Loads -1040.r3d]. Sept7,2008 2:38PM Checked By: Page2 ) , .... Company Designer Job Number Group W. Engineering EC 0823 Hot Rolled Steel Properties MBD -1 040(Lifting) RISA-3D Version 7.1.1 [C:\Personai\Bill Rose\Chevron 1040\Ufflng Loads -1040.r3d] Sept 7, 2008 2:38PM Checked By: Page 3 ) Company Designer . Job Number: Group W. Engineering EC 0823 Joint Coordinates and Temperatures MBD - 1 040(Lifting) RISA-3D Version 7.1.1 [C:\Personai\Bill Rose\Chevron 1040\Lilting Loads-1 040.r3d] Sepi7,2008 2:38PM Checked By: .. , .. ,".,•"'' Page 4 I ' ) Company Designer Job Number Group W. Engineering EC 0823 MBD -1 040(Litting) Joint Coordinates and Temperatures (Continued) Label Xfftl Y ft1 Z !ttl 57 N5'7 3 I 4.t5 . 58•" cY·•c'/ .. , ·. "iif5s:<.r •. "/··:. 3 . · · · ·· r '"'<:: •. ,:o:: •. :;i1'•::tf25Y''. · 59 N59 7 I o 14.75 61 N61 28 0 14.7.5 I Sept 7, 2008 2:38PM Checked By: Temo fFl 0 Detach From ~ · . ·cr· · .· · .. . ;:.:; .. · .·>:s· ·: 0 .. ··:c,:·, . 0 RJSA-30 Version 7.1 .1 [C:\Personai\Bill Rose\Chevron 1040\Lifting Loads ·1040.r3d] Page 5 Dare Checked ch,okd By Job Numboc By Daco Calc. No. fL ' I ' 7/Z-(o'i, Projecr Sub jeer fv'l BD \0 fiJ ; -.. ~·\ r L-1~--~~t.Jt:«.. t. . .'.,_j(~. v.Jr::..L-D· L,-·'f" I ~ 'JF.T\fl ){ } !J(~. I ' ' ,_, ' ' "'-\:::;\ .,_,...., -, . I I . --i ,, ~ ·~ l {/~ / ·t·-·" '6' "' 1-'e ! . \ \ ·, . <9-]:v--- Y+ I J C..~tPil:c.IT'-( · df' weLD(r>-1""" f~=O·l'T~-&"X"'foJ(·li9](1·•) =::= S. 5f tL /~V\ )\-U .. v0-1!t.&L-6' cJHD CrPifCIT\ -~ J'Yt·C"" f,(? ::: rtf{ woe.:sr UJ\'&B L 1 FTJN(, !-oi\D ::: !"f. 1-ft/.( < rgf t1 ' Sheet No. ~ ; l -~ ) . ~. ·,-. Sent: Subject: Wednes(J;y, September 03, 2008 6:08-PM Fwd: Vessel Weights From: GFoster@jv;williams~ftint.com To: GROUPWENG'@aol.com Sent: 9/3/2008 3:24:32 P.M. Mountain Daylight Time Subj: Vessel Weights Bill, These are calculated weights with no adjustments taken. Gas Separator · MBD-1040 Empty Weight 17,400 lbs. Test Weight 33,000 lbs. Liquid. Separator Empty Weight 14,600 lbs. Test Weight 46;100 lbs. George Foster Engineerirrg & Estimating Manager J.W. Williams Inc . I (936) 931-2424 9/3/2008 MBL·· iO'+o ---·--·-·····-----. ) •;.- lwo D I ;) """ '~ !· r ~: ,. i>< .. \ . • -·-~ ..... -...,j I .,.; '" ~, '., •.• .<..,Jt' t..._.! t . : ~'-4 .\.,; ...... .... t •,. }'i. i..~!. ··(, ' 1 ~( '·~···.f)!'·.).(.· -$ .,~.-·~........ ·y -~ ~j tr-~4\.l-'i~ ,,.,.,..,~...,...,. ... ,.,..,,".·'·"t 2 {~.{.~'-'""'·c) z~ X ) I ) _,..---..,_ Loads: 6LC 3, DL (piplng+llquid) <;o!ullon: Envelope droup W. Engineering c MBD • 1040 (Operating) /LairD c t!·~trJG6- / l"""rb~-1'-Jli. Sept 7, 2008 at 2:25 PM Operating Loads ·1040 With Line ... Company Designer Job illumber Group W. Engineering EC 0823 ) Basic Load Cases AI i-lhlrln 2 .· ,.,_.. ' • .,_ :,{tJid ::l 111 I 1.<47 , ___ -___ .. ,, ··u~ I I \. . . ' MBD -1040 (Operating) ll lt'_., •••• DL -1 _,.,.,_,-·:·•->• .. ' :-:•wc:r .· ·, -_,.-.. , .. ,.,r··<:'''; :,· P.i'·"''-·:-·· ccr·:..-<·: in< Lone WI y•.•.-'.c,'·.:.: :·r : _-:,•· :.•·>·.: .<:··,, l'c' - Load Combination's ) Sept 7, 2008 2:26PM Checked By: 14 2 ',, .. ... , .. ,::· •' Company Designer Job Number Group W. Engineering EC 0823 MBD -1040 (Operating) Hot Rolled Steel Section Sets (Continued) Sept 7, 2008 2:26PM Checked By: RISA-30 Version 7.1.1' [C:\ ... \Bill Rose\Chevron 1040\0perating Loads-1040 With Line Loads.r3d] Page7 Company Designer Job Number Group W. Engineering EC 0'823 MBD -1040 (Operating) Sept 7M2008 2:26 p Checked By: Company Designer Job f\Jumber Group W. Engineering EC 0823 MBD-1040 (Operating) .) Envelope Joint Reactions (Continued) I I I Hot Rolled Steel P'ropert(es Joint Coordiilates'and Temperatures Sept?, 2008 2:26PM Checked By: ) ) Company Designer . Job Number: Group W. Engineering EC 0823 MBD -1040 (Operating) Joint Coordinates and Temperatures (Continued) Sept 7, 2008 2:26PM . Checke<;l By: RISA-30 Version 7.1!.1 [C:\ ... \Bill Rose\Chevron 1040\0perating Loads -1040 With Line Loads.r3d] Page 10 •·. PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FACILITIES SECTION 36, T5S, R9BW, 6TH PM NW CORNER ,"\.'' SECl10N 36, TSS, R9SW / 1924 GLO BRASS CAP <f.."" ,;'\/ W 1/4 CORNER SECTION 36, T5S, R98W _. FOUND STONE W/PDST ~ ~ ,_, . ·~~. "- LEGAL DESCRIPTION: NW 1/4 S.36 .,( 4: ,/ CHEVRON PROPERTY ~\~··'" ~\:" ~- ; I I I / A PARCEL OF LAND SITUATE IN TRACTS 103 AND 104 LOCATED IN THE NW 1/4 OF SECTION 36, TOWNSHIP 5 SOUTH, RANGE 98 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, THE PERIMETER BEING MORE PARTICULARLY DESCRIBED FOR AREA AS fOLLOWS: I COMMENCING AT A FOUND STONE IN PLACE FOR THE W 1/4 CORNER OF SAID SECTION 36, WHENCE A FOUND 1924 GLO BRASS CAP IN PLACE FOR THE NORTH\o\IEST CORNER OF SAID SECTION 36 BEARS N00'04'39"W A DISTANCE OF 2643.38 FEET, WITH ALL BEARINGS CONTAINED HEREIN BEING RELATIVE THERETO; THENCE N16'38'57"E A DISTANCE OF 213.19' FEET TO THE TRUE POINT Of BEGINNING OF THE PARCEL DESCRIBED HEREIN; THENCE N68'48'53"E A OlSTANCE OF 740.33 FEET; THENCE S25'11'30"E A DISTANCE OF 507.55 FEET; THENCE S55'02'39~W A DISTANCE OF 887.02 FEET; THENCE N14'22'17"W A DISTANCE OF 722.56 TO THE POINT OF BEGINNING, CONTAINING 11.19 ACRES MORE OR LESS. NOTES~ 1) THE PROPOSED SITE AS SHOWN AND DESCRIBED ABOVE IS NOT A BOUNDARY SURVEY AND NO MONUMENTS WERE SET, lliE PURPOSE OF THE ABOVE LEGAL DESCRIPT10N WAS TO DESCRIBE THE PERIMETER AND AREA WITHIN CHEVRON PROPERTY FOR THE PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FACILITY. 2) THE CENTRAL FAC!UTlES EQUIPMENT ARRANGEMENT AS SHOWN ABOVE WAS PREPARED 6Y VRS -WASHINGTON DIVISION PER PLAN P6SR-59836AVF-C1V-LAY-VRS-00000-00005-00, REV 0, DATED APRIL 22, 2008. 1$' 0 ,~ ,....___ I GRAPHIC SCALE IN FEET 11NC!i ~ 150 F'E£T SURVEYOR'S CERTIFICATE I, George R. Sauer: o Professional Lond Surveyor in the Stote ol Colorodo do hereby cerlify that t~ls Survey wos mode under my direct supervision, ond thot this Site Pion represents soid Survey. COLORADO P.LS, 27925 I"'~EF'A~EO FO~, Cl-lEV~ON U.&.A. INC. CON€>TI=!UCTION &II=!VS'r"€>, INC. OOIZ &UNRI$5 eL.VO. PBSR-59836AVF-CIV -SRV-CSI-00000-00001-U02 &IL. T, CO I:II~€>Z DRAWN BY; BLM CHECKED BY: GRS DWG•CHEVRON CENTRAL-fACIL!lES ( 0 1:11t>-€>1€>$ DATE:04/29 08 SCALE: 1~ = 150' SHEET; 1 Of 1 Chevron CHEVRON PICEANCE BASIN EXP. DATE 07-31-10 INCORPORATED Clerical Revision -IFC 7-Dec-08 TKG RLV 0 Issued for Construction 19-Nov-08 TKG RLV A Issued for Review 04-Nov-08 TKG RLV Rev Status Date Origin. QA/QC LDE EM Document Title: PICEANCE FIRE PROTECTION PHILOSOPHY PAl Project No. Document No. Page 2033 2033-201-00-ST -0001 1 of14 TKG TKG TKG PM Chevron ltlfl liliiiJil Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 REV: 1 Page 2 of 14 II TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY ............................................................................................................ 3 2.0 PURPOSE .••...............•.•..•............•....•.•.........••.••...............•................•..•..•................•..•.•...•.•.......... 4 3.0 SCOPE ...•..••.....••........•..•..•..............•.•.............•..•............•......................•..•.......•...•..........•.•.......•.... 4 4.0 CONCLUSIONS ..•..•...........•.•................•....•.•...........•.•..•........•.•...••..•....•.............••...............•.....•..• 4 5.0 RECOMMENDATIONS .•.••.•...............••.•.........•...•..............•...•.•.•..................•.....•..••..........••.•..... 4 6.0 REFERENCE DOCUMENTS ............•.............•••..................................•...•.•..••..............••....••.•.•.. 4 7.0 FACILITY DESIGN PARAMETERS ..•.•.......•.•...••...........•...•.•.•.•..............••.•..••.•.............•....••... 5 8.0 FLAMMABLE HYDROCARBON INVENTORY .....•....•........•........•.......••.•.................•.•.•....... 5 9.0 FACILITY AND ENCLOSURE DESIGN PARAMETERS .•.•.............•.•....•.•................•.••.•..... 7 10.0 CONSTRUCTION .•.•..•.•..•.......•.••.•.•.............•.••.......••.•.•.•..•................••..•.•••..............••.••..•.•.......... 7 11.0 FIRE AND GAS DETECTION .•.•..•...........••..•...............•...•.•.......•.....•..••.••.•...................••.•......... 9 12.0 FIRE SUPPRESSION .••.........•.•••..............•.••.•.....•..•....•....•........•.•..•.•...•..............•.......•................. 9 13.0 CODE DISCUSSION •..........•.•................•..•...•.........•.................•.••.•....................•.•..•...•.............. 10 Tables Table 1: Liquid Inventories .......................................................................................................................... 6 Appendix Appendix A ................................................................................................................................................. 13 Appendix B ................................................................................................................................................. 14 Page2/14 ~ .. , Chevron ~ liiljjiil Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033R201-00-ST-0001 Date: 7 December 2008 REV; 1 Page 3 of 14 II 1.0 EXECUTIVE SUMMARY The Chevron Mid-Continent & Alaska Business Unit (Chevron) is currently developing facilities in the Piceance Basin of Western Colorado for the purposes of natural gas production, treatment, transmission, and delivery to sales pipelines. These facilities include modular facilities close to the gas wellheads, as well as a number of modular unit process facilities at a Central Production Facility (CPF) to be located north of the town of De Beque, Colorado. Because of the unique nature of fire and explosion hazards at natural gas facilities, Chevron has planned and designed these facilities to incorporate fire prevention and protection systems and procedures in accordance with industry standards, relevant building and fire protection codes, and Chevron's Safety in Design program. The purpose of this document is to present the design and operational philosophy Chevron proposes for the development of these facilities within the CPF. The key design parameter in the design of the fire protection system for the CPF is the ability to quickly and automatically depressure most of the facility, shut down the flow of hydrocarbons to the facility, and remove all electrical power, except essential power, upon automatic detection of a fire anywhere in the facility. As is typical in the petroleum industry, Chevron has designed the production and treatment facilities at the CPF as a series of modular unit processes. Each module is designed to accomplish some function or functions related to natural gas processing, such as removal of water and solids flowing within the gas stream, removal of heavier hydrocarbons from the gas stream, compression of the gas prior to release to a pipeline, metering the gas prior to delivery of the gas to a customer's pipeline, etc. Because of the harsh weather conditions at the site, many of these unit processes are enclosed to protect certain equipment and instrumentation from the elements. Some of the process skids will be mostly enclosed; other process modules will have an enclosure around the instrumentation and control equipment only. Most of the process enclosures will be factory built, and Chevron has been working with the Colorado Division of Housing to secure plan reviews and permits for these prefabricated facilities. Several of the facilities will be site- built enclosures, including a large facility housing the main compression equipment at the CPF. Additionally, some of the prefabricated facilities will house support and utility processes, but will not house any significant hydrocarbon materials. Because of the nature of the fire hazard associated with the enclosures housing process gases and associated equipment, the primary focus of this narrative will be on the process buildings. The process equipment enclosures are classified by the International Building Code (IBC) as buildings with an Occupancy Classification of H-2. This rating is based on the amount of flammable gas and liquids carried in the equipment and piping within the enclosures. Although buildings with an H-2 occupancy rating are normally required to have an automatic sprinkler system, Chevron is proposing to protect these facilities with a non-water-based emergency system in accordance with the exemptions allowed in IBC Section 903.3.1.1.1. The design and construction of the process building enclosures have been conducted after identifying and taking into account the hazards associated with the types of equipment and materials contained within the enclosure. The design and construction standards utilized are more stringent than required by current industry codes and standards. The enclosures are constructed of noncombustible materials and have fire and gas detection systems specifically designed for the gas processing industry. The egress requirements of IBC Chapter I 0 and the NFP A Life Safety Code requirements are also incorporated into the design. Page 3/14 \:rEs ••• 2.0 PURPOSE Chevron ~· ~ lliiiJ Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No; 2033-201-00-ST-0001 Date: 7 December 2008 REV: 1 Page 4 of 14 II This philosophy identifies the design parameters utilized to engineer equipment enclosures that meet the requirements of the IBC for buildings with an H-2 rating but without an automatic sprinkler system. This document also establishes that the level of life safety proposed for the process facilities is equivalent to those code requirements. 3.0 SCOPE This document only analyzes those equipment enclosures located at the Central Processing Facility in Chevron's Piceance Basin Development. It focuses on those enclosures with an H-2 rating by identifying the hazards within the enclosure and the design measures used to mitigate those hazards to personnel who may be present at the time of an incident. 4.0 CONCLUSIONS The parameters utilized in the design and construction of the equipment enclosures covered by this philosophy adequately protect personnel from the hazards due to the presence of hydrocarbons in the enclosure, without employing automatic sprinkler systems. 5.0 RECOMMENDATIONS All enclosures covered by this philosophy must be built and installed as designed. Additionally, operational and maintenance procedures should be implemented to ensure that all safety systems are tested and maintained in accordance with IBC and International Fire Code (IFC) requirements. 6.0 REFERENCE DOCUMENTS Reference Document IBC 2003 IFC 2003 IMC2003 APIRP14C APIRP14G Document Title International Code Council - International Building Code -2003 International Fire Code-2003 International Mechanical Code -2003 American Petroleum Institute- Recommended Practice for Analysis, Design, Installation, and Testing of Basic Surface Safety Systems for Offshore Production Platfonns Recommended Practice for Fire Prevention and Control on Open Type Offshore Production Platfonns Page4/14 APIRP500 APIRP752 API RP 2030 Chevron ~ iifiijiii API Publication 251 OA COGCC 30 CFR Chapter II NFPA 101 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 REV: 1 Page 5 of 14 Recommended Practice for Classification of Locations for Electrical Installations at Petroleum Facilities Classified as Class I, Division 1 and Division 2 Management of Hazards Associated with Location of Process Plant Buildings Application of Fixed Water Spray for Fire Protection in the Petroleum and Petrochemical Industries Fire Protection Considerations for the Design and Operation of Liquid Petroleum Gas (LPG) Storage Facilities Colorado Oil and Gas Conservation Commission- Rules for Oil and Gas Development in Colorado -Section 606A "Fire Prevention and Protection" Code of Federal Regulations- Title 30 (Mineral Resources) -Chapter II Part 250.800 "Production Safety Systems" National Fire Protection Association- Life Safety Code 7.0 FACILITY DESIGN PARAMETERS The CPF is designed to be an unmanned facility. The control system is specifically designed to ensure that in the case of a significant event all instrumentation fails safe, the main electrical feed to the affected area is shut off, incoming hydrocarbon flow to the facility is blocked at the battery limit (boundary) of the facility, and the bulk of the hydrocarbon inventory in the facility is depressured to the facility's flare system. Although some limited portion of the piping and some vessels within the plant may have a residual gas pressure after the shutdown, virtually all fuel sources within the facility will be immediately shut off. The CPF does not have water available for fire suppression activities. Additionally, no local fire water system exists to provide for tie-in for CPF fire suppression systems. 8.0 FLAMMABLE HYDROCARBON INVENTORY 8.1 Liquid Inventory The primary fire hazard within the enclosures listed in Table I is related to hydrocarbons processed within the facility. In addition to various volumes of natural gas, these buildings will contain various quantities of hydrocarbon condensates (condensates are flammable hydrocarbon liquids that condense out of the gas stream when the gas is exposed to typical ambient temperature and pressure). The hydrocarbon condensate liquid contained in most of the process buildings in Table 1 is a Class 1 A flanunable liquid (its flash point is less than 73 •F and its boiling point is less than 1 00°F). The exempt quantity of Class 1 A liquids, per the IBC, is 30 gallons. The exempt quantity for flammable gases in the IBC is 1000 standard cubic feet, which is PageS/14 Chevron ~ ~ li1ijjii Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 REV: 1 Page 6 of 14 II exceeded in each of the building enclosures. Due to the inventory of flammable materials located in each enclosure, a rating of H-2 for each of the enclosures and compressor building is warranted. Fire protection methods based on this occupancy classification are further discussed below. Table 1: Liquid Inventories Gas Separator 604 Condensate -16 37 128 Water Liquid 426 Condensate -2 78 Separator 1013 Water Gas Filter Condensate N/A N/A Separator 34 Water Sales Gas 253 Condensate -20 34 Compressors 42 Water 1000 Lubricating oil 262 >300 Condensate 55 Condensate -2 78 Loading Water Produced 20 Condensate -2 78 Water and 51 Water Condensate Pumps Flare Scrubber 257 Condensate -2 78 Water Vapor 14 Condensate -4 75 Recovery Unit Water Fuel Gas 35 Condensate -15 37 Water Page6/14 0\IPF!O]E~.! IM/\SSt;c:.I,;\·!"E:;, Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron .. , .. .• Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 9.0 FACILITY AND ENCLOSURE DESIGN PARAMETERS 9.1 General REV: 1 Page 7 of 14 Almost all of the process building enclosures will contain some amount of hydrocarbon condensate liquid, which is produced from the wellhead along with the lighter natural gas components. Some of the individual unit processes are specifically desigoed to remove these flammable liquids and transfer them to holding tanks elsewhere within the plant. The volumes of flammable liquids in many of these enclosures exceed the IBC thresholds at which a building is classified as H-2. These volumes may increase the fire hazard within each enclosure to some degree, but do not change the overall philosophy of our proposed fire protection program. 9.2 All flammable liquids and gases within the enclosures are totally contained within the process piping and ASME-rated pressure vessels. An automatic fire and gas detection system is provided to detect any leaks or fires. 9.3 In the event of a fire anywhere within the CPF, the facility is depressured to the flare to remove the bulk of the flammable gas sources from the fire. Any remaining hydrocarbon liquid would initially be protected and contained within the process piping and/or vessel(s) in which it resides within the enclosure. The rate at which the hydrocarbon liquid would contribute to the ongoing fire would depend upon the amount of daroage in the containing piping/vessel(s). If the containment is damaged or breached, the materials would burn in place along with the remaining gaseous components. The relative volumes of gas and liquids being burned, and access to the fire of an oxidizing airflow, would detennine the extent to which the liquid boils in place as it contributes to the fire. 9.4 Although a combination liquid-and-gas fire might burn hotter and longer than a pure gas fire, the fundamental principle behind our proposed fire protection system is unchanged. The system is desigoed to contain the fire and allow it to burn out in place. There is no need to attempt to suppress the fire with a water-based sprinkler system. It would likely cause a more substantial hazard by allowing the remaining flammable gases to form a combustible cloud capable ofre-igoition until allowed to dissipate. 9.5 It would also be undesirable for the fire department to attempt to put out the fire within an enclosure prior to the consumption of the fuel exposed to the fire. As mentioned above, the remaining gaseous components, along with liquid components that are vaporized due to the heat of the fire, would be dangerous and subject to re-igoition. (See sections 13.3.4 and 13.3.5 for details of this hazard.) 9.6 A closed drain system is provided that removes all liquid from the enclosure's coaming area to a remote underground sump tank. The drain system incorporates P-traps to prevent flammable gases from venting into the enclosure. Liquids collected in the underground sump are subsequently pumped into the facility's above-ground storage tanks. 10.0 CONSTRUCTION Each enclosure has the following construction attributes: 10.1 All hazardous gases and liquids within each enclosure are housed in self-contained process piping and/or pressure-rated vessels. Piping is desigoed and constructed in Page 7/14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 REV: 1 Page 8 of 14 accordance with ANSI B3 1.3 requirements for gas facilities of this type. All pressure vessels are designed in accordance with applicable ASME Section VIII requirements for these vessels. 10.2 Process piping and vessels are designed to contain all materials with no significant leakage. A fire and gas detection system is specifically designed for each enclosure to detect the presence of hydrocarbons in the air or a fire event, and will initiate emergency shutdown systems within the plant upon detection of a significant amount of hydrocarbons. (Details of this system are described in the following sections.) 10.3 Each enclosure is constructed entirely of noncombustible materials. 10.4 Additionally, all equipment, piping, instrumentation, junction boxes, panel boards and cable within the enclosure are also noncombustible or flame-retardant. 10.5 Adequate access/egress is provided to allow safe evacuation from the enclosure in the event of a fire or gas release in compliance with IBC and NFPA Life Safety Code requirements. These criteria include the provision of at least two means of egress from any building with travel distance to an exit greater than 25 feet. No dead-end corridors are allowed in any of the buildings greater than 20 feet. 10.6 Ventilation is provided to the enclosure in compliance with IMC requirements. 10.7 Panic door hardware and emergency exit lighting are provided in compliance with IBC. 10.8 To prevent electrical ignition of hydrocarbon vapors, all electrical components on the process skids are explosion-proof and rated for service in Class I, Group D, Division 1 atmospheres as rated by API RP 500, and each component is certified as such by a Nationally Recognized Testing Laboratory (NRTL). All 208VAC and 120VAC wiring and equipment within each process skid are wired to an on-skid explosion-proof panelboard. All equipment in the compressor building is rated for Class I, Division 2. (The distinction is a result of the presence of the combustion engines driving the compressors.) 10.9 Although the enclosures are designed to be safe when continuously occupied, the facilities in practice will be normally unoccupied. Personnel only occupy an enclosure when conducting equipment monitoring and observance activities; doors are kept open when the enclosure is occupied. 10.10 The operational activities typically require personnel in the enclosure for less than 15 minutes on any given day. Any maintenance activities within the facility will be conducted under stringent safety protocols, including additional fire suppression equipment and personnel being present and the use oflock-out/tag-out procedures. 10.11 Operational procedures at the plant prohibit the accumulation of any combustible materials within the enclosure. 10.12 The design of the site surrounding each enclosure incorporates a barrier zone approximately 20 feet wide covered with noncombustible gravel and no vegetation. Additionally, the site has significant security measures in place, and no admittance to the general public is allowed. 10.13 All enclosures and the process control and safety systems that interface with them were designed using Chevron's "Offshore Gulf of Mexico" standards and design criteria. Page8/14 Chevron ... ,~~ • Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-UO-ST-0001 Date: 7 December 2008 REV: 1 Page 9 of 14 Chevron considers these standards to be more stringent than most onshore standards, leading to a more conservative design. 11.0 FIRE AND GAS DETECTION Each enclosure is equipped with the following fire and gas detection technology, in strict compliance with the IFC and API RP 500: 11.1 Infrared point gas detectors which are tied to a central monitoring system will initiate shutdown of electrical service and hydrocarbon flow to and from the enclosure when gas is detected. These detectors are set to alarm when flammable gas at a concentration of 20% of the lower explosive limit (LEL) is detected. A complete shutdown of power and hydrocarbon flow to the enclosure is initiated when flammable gas at 40% of LEL is detected. All detection and monitoring equipment used at the site is listed by a Nationally Recognized Testing Laboratory (NRTL). See Appendix B. 11.2 A pneumatic fusible loop system consisting of stainless steel tubing pressurized with 40 psig instrument air, and including elements which will melt at 180°F, is provided on all hydrocarbon processing equipment per API RP 500. This system is equipped with a pressure sensor that is tied to a central monitoring system. A loss of pressure in the loop will indicate the affected enclosure and will shut down hydrocarbon flow to and from the enclosure and throughout the CPF and will initiate depressurization of the affected facilities to a dedicated flare. See Appendix A. 11.3 "Triple-infrared" fire detectors will be installed in each enclosure, and when a fire is detected, a programmable logic controller (PLC) will shut down the flow of hydrocarbons to and from the enclosure, as well as throughout the CPF. The bulk of the hydrocarbon inventories throughout the CPF will be depressured to a dedicated flare. (Some minor residual amounts of gas under pressure will still be present in some vessels and piping sections outside of the building enclosures.) Triple-infrared optical flame detectors (known as 'fire eyes' in the gas processing industry) will be installed in all H-2 occupancy buildings and will be tied to the fire alarm systems described above. 11.4 The triple-infrared open-path fire detector system is independent from and redundant with the pneumatic fusible loop system. Both of these systems are independent from the gas detection system. 11.5 Note that the types of detectors described above in Sections 11.1 through 11.3 are provided in lieu of the smoke detector system outlined in IBC Section 903.3.1.1.1. The primary reason for this is that there are no commercially available weatherproof smoke detectors that are rated for Class I, Division 1 service. 12.0 FIRE SUPPRESSION For these process enclosures, the flammable content hazard located within these enclosures is primarily pressurized natural gas. The experience within the petroleum industry is that a typical water-based sprinkler system cannot extinguish a pressurized gas fire, and in fact can create more of a hazard than it mitigates. The standard of the natural gas industry, as codified in API RP 500, is that suppression of a pressurized natural gas fire is best accomplished by immediately shutting off all incoming sources Page9/14 Chevron ~.~~ ~\il ... Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 REV: 1 II Page 10 of 14 of fuel and venting all other inventories of fuel to a flare system. The remaining non-pressurized gas, along with any associated hydrocarbon liquid, is allowed to bum itself out. For manual suppression of small fires on a limited basis, each enclosure is equipped with hand- held 30-lb Class ABC fire extinguishers located at each door. 13.0 CODE DISCUSSION 13.1 IBC 13.1.1 IBC 2003 normally requires an automatic fire sprinkler system for all H-2 occupancies. 13.1.2 All of the process buildings in this project are classified as H-2 due to the large volume of hazardous materials. 13.1.3 However, these buildings qualify as exempt from this requirement per IBC 903.3.1.1.1 Exempt Locations. Comments applicable to the facility under discussion are listed parenthetically following the code citation. IBC 903.3.1.1.1. Exempt Locations .... .Automatic sprinklers shall not be required in the following rooms or areas where such rooms or areas are protected with an approved automatic fire detection system in accordance with Section 907.2 that will respond to visible or invisible particles of combustion. (In these facilities, an API-compliant gas detection system is installed and designed to respond to concentrations of flammable gas before any combustion takes place.) Sprinklers shall not be omitted from any room merely because it is damp, of fire- resistance-rated construction or contains electrical equipment I. Any room where the application of water, or flame and water, constitutes a serious life or fire hazard. (This is true for these facilities. Water sprayed on a pressurized gas fire is unlikely to stop the fire, and could add an explosive hazard due to an unburned gas cloud if it did put out the fire momentarily.) 2. Any room or space where sprinklers are considered undesirable because of the nature of the contents, when approved by the building official. (This is true for these facilities. Because of the nature of the contents - pressurized natural gas -the petroleum industry standard for safety is to mitigate the risk with an API-RP500 compliant gas detection & emergency shutdown system.) 3. Generator or transformer room ... Not Applicable 4. In rooms or areas that are of noncombustible construction with wholly noncombustible contents. Page 10/14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 REV: i Page 11 of 14 (This exemption is partially true of the operating buildings in discussion. The buildings are of noncombustible construction, although the hydrocarbon contents within the process piping and vessels are combustible. However, upon detection of fire, the process equipment is depressured and all flammable gases are vented to the flare except for trace amounts remaining in the pipes at atmospheric pressure.) 13.1.4 IBC Discussion 13.2 IMC In summary, it is believed the buildings proposed for the Chevron CPF are exactly the type of facility envisioned by the code writers when developing this exemption. There is no question that these facilities contain hazardous flammable materials, but application of a water-based sprinkler system would be counterproductive, and would create more safety hazards than it would solve. A far more desirable solution is the substitution of a fire and gas-hazard detection and emergency shutdown system specifically developed for this industry by the API. With the concurrence of the Building Official and Fire Marshall of Garfield County regarding this exemption, the proposed facilities will be in total compliance with the intent and with the specific language incorporated into the IBC, IFC and related International codes. Each of the process equipment enclosures includes either fixed or manually operable louvers which make the use of non-water (gaseous, dry chemical, carbon dioxide, foam, etc.) fire suppression systems problematic. Louvers are provided in compliance with the IMC, which mandates adequate ventilation for rooms containing hazardous materials. Additionally, standard practice in the gas processing industry is to provide such ventilation to allow flammable gases to disperse, ideally before hazardous accumulations of the gases accumulate within the building. The reasoning within our industry, as codified in API documents, is that ventilating the gas is much safer than trying to contain it within the building. 13.3 API The Chevron CPF is designed in its entirety to be in total compliance with applicable standards of the American Petroleum Institute. 13.3.1 API RP 500, as detailed above, provides the design standards and details for a gas detection system specifically designed to prevent the accumulation of hazardous levels of flammable and explosive gases as applicable to our industry. 13.3.2 API RP 14G Section 5.7.d "Automatic Fire Control Systems -Enclosed Machinery Areas" indicates "Gas compressors, hydrocarbon pumps, and generators in adequately ventilated enclosed areas are normally not protected by automatic fire control systems." 13.3.3 API RP14G Section 5.6.c "Manual Fire Control Systems-Enclosed Machinery Areas" recommends dry chemical fire extinguishers and these are provided in each enclosnre. 13.3 .4 API RP2030 specifically discusses the hazards of attempting to suppress a Page 11/14 Chevron ·~ liiiiiiiiil Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST~OOOl Date: 7 December 2008 flammable liquid or gas fire with water in two sections: REV; 1 Page 12 of 14 6.4 EXTINGUISHMENT .... Extinguishment by water spray is generally most effective where the fuel is a combustible solid, water-soluble liquid or high flash point liquid. However, the risks associated with extinguishing certain fires should be carefully evaluated. If significant quantities of flammable gases or vapors are released a more hazardous condition with potential for explosive re-ignition can be created by extinguishing such fires instead of allowing them to burn at a controlled rate with appropriate surveillance and protection of surrounding equipment. 7 .2.3 Extinguishment. Extinguishment is seldom the primary purpose of water spray system installations in the petroleum industry ... It should be noted that extinguishment of low flash point hydrocarbon liquids with water spray is seldom possible and not necessarily desirable. A key question during hazard analysis is "If the material is extinguished while still generating vapor, is there a risk of vapor cloud re-ignition?" (The answer is yes at this facility.) 13.3.5 API Publication 2510A is primarily geared towards the liquefied Petroleum gas industry, but has relevant information for fighting pressurized gas fires. Per Table 5 -Water -Application Methods: .. One disadvantage of water deluge and water sprays is that they ... may not be effective for jet (torch) fires. Also Section 5.5 Detection Systems gives general guidance on hydrocarbon vapor detectors, heat detectors and flame detectors. This facility includes all three systems, and complies with the guidance of this document. 13.3.6 Fire fighting and suppression standards in the oil and gas industry vary from standard industrial, high rise, and low rise practices. The engineering standards employed in the design of hydrocarbon equipment are conservative and attempt to contain hydrocarbon inventories within the equipment. However, in the event of a leak, the design of the external areas surrounding the equipment are designed to quickly isolate the leak, depressure the equipment, prevent the spread of the hydrocarbon leak, minimize the propagation of any fire event, maintain mechanical integrity through inventory liquidation without catastrophic failure, and minimize exposure to personnel and enviromnent. Chevron SOPs require facility personnel to not engage in fire fighting beyond the incipient stage. The facility and the enclosures have been designed within these parameters. Page 12/14 Chevron ~ Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron .-...... .• iii;ii Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 Appendix A 1.0 GAS DETECTION SYSTEM OPERATING DETAILS REV: 1 Page 13 of 14 II 1.1 Each equipment enclosure is provided with a combustible gas detection system listed by a Nationally Recognized Testing Laboratory (NRTL) which exceeds the requirements of API Recommended Practice RP 14C. The gas detection sensor is wired to the facility Emergency Shutdown System (ESS). 1.2 When the gas detector in an equipment enclosure detects the presence of gas at 20% Lower Explosive Limit (LEL ), it performs the following functions: • Indicates on the Human-Machine Interface (HMI) video screens in the Control Room • Indicates on the HMI on the nine (9) outdoor Local Control Panels • Activates a dedicated alann on the audible alann system • The 24VDC control system on the skid remains energized, and the skid remains in operation. 1.3 When the gas detector in an enclosure detects the presence of gas at 40% LEL, it performs the following functions: • Indicates on the HMI video screens in the Control Room • Indicates on the HMI on the nine (9) outdoor Local Control Panels • Activates a dedicated alarm on the audible alann system • Trips off the AC power feed to that enclosure's explosion-proofpanelboard at its source in the Electrical Building. • Shuts off all hydrocarbon flow to the enclosure from the source outside of the enclosure • Shutdown valves which shut off hydrocarbon flow are fail-safe, pneumatically operated, and will also close upon safety system failure or loss of air pressure to the fusible loop system. • The 24VDC control system on the skid remains energized, but the skid remains shut off from hydrocarbon flow until the shutdown is manually reset by the Control Room operator. 1.4 The gas detection system shall be tested and recalibrated every 3 months in accordance with 30 CFR Chapter II Part 250.804 "Production safety-system testing and records." The gas detection system that is proposed will be certified by an NRTL to fully comply with this standard and with the system design details contained within API RP 500. Page 13114 I~ :~1!r.~;1;~(~·~/i.:~\ .. r F.S ••• •• Chevron • Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 Appendix B REV: 1 II Page 14 of14 1.0 EQUIPMENT ENCLOSURE FIRE DETECTION SYSTEM OPERATING DETAILS 1.1 Each equipment enclosure is provided with a pneumatic fusible plug loop fire detection system which exceeds the requirements of API Recommended Practice RPJ4C. A pressure transmitter, wired to the facility Emergency Shutdown System (ESS), monitors the fusible loop's pneumatic pressure. 1.2 When a fusible plug inside of the equipment enclosure melts in the presence of a fire, the pressure transmitter detects the Joss of air pressure in the fusible loop system and signals the ESS which performs the following functions: • Indicates on the HMI video screens in the Control Room • Indicates on the HMI on the nine (9) outdoor Local Control Panels • Activates a dedicated alarm on the audible alarm system • Trips off the AC power feed to that enclosure's explosion-proofpanelboard at its source in the Electrical Building. • Shuts off all hydrocarbon flow to the entire facility • Shutdown valves which shut off hydrocarbon flow are fail-safe, pneumatically operated, and will also close upon safety system failure or loss of air pressure to the fusible loop system. • The 24VDC control system on the skid remains energized, but the skid remains shut off from hydrocarbon flow until the shutdown is manually reset by the Control Room operator. • Depressures the bulk of the natural gas process lines and vessels within the facility to the flare. (Some sections of piping and vessels outside of the building enclosures, such as the glycol reboiler, may have minor amounts of residual gas under pressure.) 1.3 Each of the enclosures rated for H-2 occupancy will also be equipped with triple infrared flame detectors ("fire eyes") per section 8.3 and pneumatic fusible loop system per section 8.2. 1.4 Because the enclosures are exposed to ambient weather and Class I, Division 1 conditions, and because there are no commercially available weatherproof smoke detectors rated for Class I, Division 1 service, smoke detection systems will not be installed in this facility. Instead, our design philosophy is to use gas detection to detect the presence of a potentially dangerous atmospheric hazard and, in parallel, to use two different technologies (triple infrared flame detection and pneumatic fusible heat detection.) We propose the API-RP500 methodology of detecting the gases and shutting down the plant upon detection of dangerous levels offlanunable gas. Page 14/14 Parcel Detail Garfield County Assessor /Treasurer Parcel Detail Information Page I of 5 Ass~ssor/T r~~asure~-~rm:JBrty_Search I Assessqr SubsetUue_ry I ~ssessorS<JJes Sear~h G1erk H R.~~Drder R~~Jmtionj~earch BasiduildingCharacteristics I Tax lnfm:mation Par~~el Detail I ValufJJletail I Sales Detail I ResidentJa[/CommJu:ciallmgrgyJ:lment Di:!J<lil JJ!nd Detail I Photggr[lgh_s. I Mill Levy_B_evenye_sJletail IT ax Area II Account Number II Parcel Number jj20ilB Mill Levy I I D28 II R28D444 II 21381S3DOOI4 II 32.108 . I Owner Name and Mailing Address jCHEVRON USA INC IC/0 CHEVRON TEXACO PROPERTY TAX IP 0 BOX 285 !HOUSTON. TX 77001 Assessor's Parcel Description (Not to be used as a legal description) ISECUWN,RNG:IS-5-88 DESC: SEC.7: jTHAT PT OF LOTS 12.14 AND NESENE !LYING DESC: BELOW THE ESCARPMENT j(NET 14.20AC) ALSO THAT PT OF DESC: ITRS. 50,51 AND 5S LYING BELOW THE !ESCARPMENT (NET DESC: 175.17). jSEC.8: THAT PT OF LOTS 2.4.7.8. http:!/ www.garcoact.com/ assessor I parcel.asp? ParceiNumber= 213916300014 I I I I I I I I I I I 2/4/2009 Parcel Detail Page 2 of 5 jSWNE. NW. DESC: NI/2SW. WI/2SE. I jLYING BELOW THE ESCARPMENT (NET I jDESC: 222.84AC). SEC.I7: THAT PT DT I jLDTS 1(23.18), 3( DESC: 8.57). I /4(8.80), 5(11.84), 8(15.00). I j7(13.84). DESC: (80.81 TOTAL /73.0 I jNET) LYING BELOW THE ESCARPMENT I IDESC: ALL OF TRACKS 80(180 AC), I /110(110 AC). 111(180 AC) DESC: AND I jTHOSE PARTS OF THE FOLLOWING TRS I jLYING BELOW DESC: THE ESCARPMENT. I jTRS. 57(117), 80(35), 82(48). 84( I jDESC: 118), 83(80), 81(120), I j82(24). 87(48). 79(73), 88( DESC: I ·145), 90(58), 77(103), 91(53), I /78(118). 75(118). DESC: 92(52). I j93(78), 94(121). 113(121), I /112(137). DESC: 8-98 TR. 41(180). I jAND THAT PART OF TR. 109(108), I jDESC: LYING BELOW THE ESCARPMENT I jAKA: LUCKY STRIKE #9 DESC: GLEN I jBEULAH. GEN. JOFFRE #3 S 4 AND I jTHOSE PARTS OF DESC: THE FOLLOWING I /LYING BELOW THE ESCARPMENT: GEN. I jDESC: JOFFRE 2.5-14. LUCKY STRIKE I j4-8. 10-14. AND GEN. DESC: PERSHING I jl S 2. SUC:R290037 BK:0472 PG:0381 I jBK:0445 PG:0380 BK:I855 PG:I78 I IRECPT:888845 BK:0858 PG:0942 I http:/ I www.garcoact.coml assessor I parcel.asp?ParceiNumber= 21391830 0014 214/2009 Parcel Detail Page 3 of 5 Location I Physical Address: IITWN 5 RGE 88 SEC 16 I I Subdivision: I I land Acres: 112840.21 I I .land Sq Ft: liD I Section II Township II Range I I 16 II 5 II 88 I 2[][]8 Property Tax Valuation Information II Actual Value II Assessed Value I I land: II 60.30011 17.4801 I Improvements: Jl oil ol I Total: IJ 60.30011 17.480j Additional Va]IJJl Dstail Most Recent Sale II MdltionaiJi~l~.~ Dstail Basic Building Characteristics Number of Residential jo I Buildings: Number of Comm/lnd jo I Buildings: No Building Records Found http:/ I www.garcoact.coml assessor I parcel.asp?Parce1Number=213SIS30 0014 214/2009 Parcel Detail Page 4 of 5 Tax Information I Tax Year II Transaction Type II Amount I I 2008 II Tax Am[]unt II $5BI.5BI I 2007 II Tax Payment: Ser:[]nd Half II ($252.4Bll I 2007 II Tax Payment: First Half II ($252.4Bll I 2007 II Tax Am[]unt II $504.921 I 200B II Tax Payment: Ser:[]nd Half II ($23B.2Dll I 200B II Tax Payment: First Half II ($23B.2Dll I 200B II Tax Am[]unt II $472.401 I 2005 II Tax Payment: Ser;[]nd Half II ($300.99)1 I 2005 II Tax Payment: First Half II ($300.99)1 I 2005 II . Tax Am[]unt II $BOI.S8I I 2004 II Tax Payment: Ser:[]nd Half II ($343.98)1 I 2004 II Tax Payment: First Half II ($343.98)1 I 2004 II Tax Am[]unt II $B87.SBj I 2003 II Tax Payment: Ser:[]nd Half II ($420.50)/ I 2003 II Tax Payment: First Half II ($420.50)/ I 2003 II Tax Am[]unt II $841.001 I 2002 II Tax Payment: Ser;[]nd Half II ($422.10)1 I 2002 II Tax Payment: First Half II ($422.10)1 I 2002 II Tax Am[]unt II $844.201 I 2001 II Tax Payment: Wh[]IB II ($837.02)1 I 2001 II Tax Am[]unt II $837.021 I 2000 II Tax Payment: Wh[]le II ($871.SB)I I 2000 II Tax Am[]unt II $871.SBI I ISSS II Tax Payment: Wh[]le II ($1.080.2Bll I ISSS II Tax Am[]unt II $1.D80.2BI http:/ I www.garcoact.coml assessor I parcel.asp? ParceiNumber= 21391830 0014 21412009 8 7 3 Jllill_ 1. REFER£HCE DRAWINGS: APPROVED SUBJECT TO NOTED EXCEPTIONS & :INSPECTIONS GARFIELD COUNTY BIDLDING DEPARTMENT nmte V%Y81 By::L::fHi~.7-­ mLDCOPY NO INSPECTION WITHOUT TimSE PLANS ON SITE pmge of P8SR..S'JB3&AVF~CJNAY-l!RS-oooD0..00002-oD FINISH GR.lDE PtAH. 2. PAl C£HTRA1. FACILITY PAD FINISH GRAOJNG ~(I>(S t 2.0'1.. l. COOtul INTERVAL; EXIST, CONTDllfS "t' DES I GH CONTDllfS " 1' ot. PAl PIPE RACI¢. JO BE INSTALLED AFTE.R THE REI(JVAL Cf IJ..l COHSTRUCTION LA\'tltliH mAILERS/STRUCTURES 5. COORACTOO SHALL CliEtt ALL EXISTING ti:NliTICJIS AI() FIELD VERifY ALL DESIGN CI:Ofi)JNUES olHD ELEVATIONS PRIOR TO CtwSTRUCTION. SCALE: I JHCH ,. 50 FEET sp;,,,,,,,y, sp• MidConTinenT I A!oSKo SBU Chevron NorTh America E~ploroTion ond ProducTion 1 D c """ Location of building described in this submittal - Gas Separator Skid Building ISSUED FOR SPECIAL USE PERMIT T 0 M 1/2" £ £ ' C R -MCBU R 0 p. D I 'o I i '1 - 2 3 - 5 6 A I 8 I c I D I E I F CHEVRON PRODUCTION FACILITY PICEANCE BASIN DEVELOPMENT GARFIELD COUNTY, COLORADO GAS SEPARATOR SKID BLDG. MBD-1040 (PRE-FABRICATED BUILDING CONSTRUCTED BY J. W WILLIAMS) .------ ~------- RIO BLANCO coum I J , __ ~~-_q ___ - --~ y GA:~:ELD C::n:::d 1 >- g Township 5S Range 98W 'Socii~\ It\ J _ Castl~ ~ I ~R Rifle Silt ~ L ~\.I I...., V Parachute 1 t5 -------~ _j <( C)~INITY MAP ~=~6 cic-:~e-=--ylr---~~~~TY --------PITKINCOUNTY "' ~SEE VENDOR DRAWINGS FOR PRE-FAB BUILDING~ SEE DWG. 2033-201-30-CI-1109-X~\ FOR STAlR AND HANDRAIL DETAILS - i= :z :::::> 0 u I= :::::> 0 0:: GRMF ~DING ELEVATIONS ~~~~~{Ki ,, . I G I H SITE OWNER: ENGINEER: Chevron North America Rollo Wattinger Explorot!on & Production Project Engineer Project Associates, INC 11999 Koly Fwy, Suite 607 Houston, TX nD79 281-556-6864 x211 CONTRACTOR: Elk Hom Construction BRIEF SUMMARY OF THE PROJECT: Without force and effect on the contract documents, the pojecl may be summarized os follows: The construction of o 14'x35' prefabricated, single story skid-mounted building on a concrete foundation. AREA CALCULATIONS: Total Lot Area >100 acres Enclosed Building hea 490 sq.ft. <1 % I I I J DRAWING INDEX: PRE-FAB BLDG STRUCTURAL DRAWINGS: GENERAL CML NOTES MBD-1040 GAS SEPMATOR FOUNDATION CML PLOT PlAN FOUNDATION LOCATION PLAN GAS SEPARATOR SKID SHEET 1 OF 3 BUILDING SKID HOUSING DETftJL SHEET 2 OF 3 BUILDING SUGGESlEO UFTJNG DL'.GRAM SHEET 3 OF 3 GENERAL BUILDING DETftJLS ENERPAN BUILDINGS LG. SKID FOR GAS SEPARATOR SHEET 1 OF 2 LG. SKID fOR GAS SEPARATOR SHEEr 2 OF 2 PRE-FAB BLDG ELECTRICAL DRAWINGS: CENTREAL FACIUTIES PLOT PLAN AREA ClASSIRCATIDN PlAN SHEET 1 OF 2 AREA CLASSIRCATION PLAN SHEEr 2 OF 2 35KV swncHGEAR ONE-UNE SHEEr 1 OF 2 35KV swncHGEAR ONE-UNE SHEEr 2 OF 2 4BOV swncHGEAR ONE-UNE SHEEr 1 OF 2 4BOV swncHGEAR ONE-UNE SHEEr 2 OF 2 4BOV MCC DNE-UNE SHEEr 1 OF 2 4BOV MCC ONE-UNE SHEEr 2 OF 2 5KV SWITCHGEAR ONE-UNE SHEEr 1 208/120 VAC PANElBOARD SCHEDULE SHEEr 1 I Toto! Building Covered kec 490 sq.ft. <1% ZONING: RESOURCE/lANDS (GENTlE SLDPES, LOWER VALLEY FLOORS) OCCUPANCY: H-2 FlRE, GAS AlARM SYSTEMS BLOCK DIAGRAM SHEET 1 Of 2 RRE, GAS ALARM SYSlEMS BLOCK OL'.GRAM SHEEr 2 OF 2 ELECTRICAL KEY PlAN CONSTRUCTION TYPE: V-B DESIGN CRITERIA: IBC-2003, IFC-2003 IMC-2003, IFC-2003, IECC-2003 SPECIAL INSPECTION REQUIREMENTS: WELDING: 1.) VlSUAL INSPEC'nON OF WELDS PER AWS 01.1 CONCRETE: ELECTRICAL PLAN AREA-B5 GROUNDING AND UGHllNG KEY PLAN GROUNDING AND UGHllNG PLAN AREA-85 UGH11NG LEGEND AND SCHEMATIC SHEET 1 UGHllNG LEGEND AND SCHEMATIC SHEET 2 UGHllNG LEGEND AND SCHEMATIC SHEEr 3 UGHllNG LEGEND AND SCHEMATIC SHEET 4 GAS SEPARATOR JUNC'nON BOX GAS SEPARATOR INSTRUMENT LOCATION PLAN GAS SEPARATOR UGHllNG PLAN GAS SEPARATOR POWER PLAN GAS SEPARATOR GROUNDING PLAN INSTRUMENT CONDUIT AND CABLE SCHEDULE 1.) CONTRACT WITH 1ES11NG lABORATORY TO PERFORM COMPRESSMO TEST ON AT LEAST ONE CYUNOER PER EACH 14 YAROS OF CONCRETE. {3000 PSI MINIMUM AT 28 DAYS) 2.) QA/QC lECHNICIAN TO VlSUALLY INSPECT NUMBER AND PlACEMENT OF REBAR IN COMPLIANCE WITH PLANS AND A.C.I. STANDARD PRACTlCES. HAZARDOUS MATERIAL DATA: THIS BUILDING PROCESSES LARGE AMOUNTS OF NATURAL GAS STREAMS (UP TO 50 MM SCFT/OAY) WHICH CONTftJN BOTH GASEOUS AND UQUID FORMS OF HYDROCARBONS. NO OTHER HAZARDOUS MAlERIALS ARE U11UZED NOR STORED IN THIS FACiliTY. I K 2033-201-30-CI-1101-01 2033-201-30-CI-1112-01 2033-201-30-CI-11 02-01 2033-201-30-CI-1102-11 4B-20-H2PH-BLDG 46-2D-H2PH-BLDG 4B-20-H2PH-BLDG ENERPAN-DETftJLS 7-30-SKID 7-30-SKID 2033-201-20-AP-0002-02 2033-201-40-AP-0001-01 2033-201-40-AP-0001-02 2033-201-40-EL-0011-01 2033-201-40-EL-0011-02 2033-201-40-EL -0012-01 2033-201-40-EL-001 2-02 2033-201 -40-EL -0013-01 2033-201-40-EL -0013-02 2033-201-40-EL-0015-01 2033-201 -40-EL -0020-01 2033-201-40-EL-0060-01 2033-201 -40-EL -0060-02 2033-201-40-EL -4203-01 2033-201-40-EL-4232-01 2033-201-40-a -43o3-o1 2033-201-40-EL-4332-01 2033-201-40-PL-4301-01 2033-201-40-PL-4301-02 2033-201-40-PL-4301-03 2033-201-40-PL -4301-04 0706-0200 0802-0201 0802-0202 0802-0203 0802-0204 080208-CS-MB0-1 040 - -~--- A I B I c I D I E I F I G I PICEANCE FIELD DEVELOPMENT 1. ~ THESE STRUCTURAL DRAWINGS MAY ONLY BE USED TO CONSTRUCT THE PROJECT LOCATED AT PICEANCE DEBEOUE, COLORADO. 2. BUll Q!NG CODE: THESE PlANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, (2003 EDITJON). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS COOE. AND GARFIELD COUNTY, COLORADO REQUIREMENTS. 3. _Q~.J.Ll<28QS.; THESE STRUCTURES ARE A CATEGORY !I STRUCTURES IN ACCORDANCE WITH TABLE 1604.5: A. DEAD LOADS ARE IN ACCORDANCE WITH SECTION 1606. MINIMUM ROOF DEAD LOAD IS 15 PSF. 8. LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607. C. SNOW LOADS ARE IN ACCORDANCE WITH SECTION 1608: TO 7000 FT. 40 PSF 7001 FT. TO 8000 FT. 50 PSF 8001 FT. TO 9000 Ff. 75 PSF 9001 FT. TO 10,000 FT. 100 PSF (IN ACCORDANCE WITH SECTION 7 OF ASCE 7} SNOW FACTOR: 1.0 (IN ACCORDANCE WITH BUILDING CLASSIFICATION) UNBALANCED SNOW LOADS PER SECTION 7.5 OF ASCE 7 DRIFTING SNOW LOADS ON LOWER ROOFS PER SECTION 7.7 OF ASCE 7 DRIFTING SNOW LOADS ON ROOF PROJECTIONS PER SECTION 7.8 OF ASCE 7 0. FROST DEPTH SHALL BE 36" TO ELEVATION 8000 FEET AND 42" ABOVE ELEVATION 8000 Ff. DESIGN CRITERIA AND CIVIL/STRUCTURAL GENERAL NOTES 3. fOOTINGS A. BOITOMS OF FOOTINGS SHALL BE A MINIMUM OF 3' -0" BELOW FINISHED GRADE. 4. GRADE BfAMS· A. PROVIDE A MINIMUM SIX~JNCH VOID BE1WEEN THE BOTTOM OF GRADE BEAMS/FOUNDATION WALLS AND UNDERLYiNG SOILS. B. BOITOMS OF GRADE BEAMS SHALL BE A MINIMUM OF 3 FEET BELOW FINISHED GRADE. C. REBAR SPLICES FOR TOP STEEL TO OCCUR AT MIDSPAN BE1WEEN FOOTING LOCATIONS, UNLESS NOTED OTHERWISE. D. HOLES IN SILL PLATES FOR ANCHOR BOLTS SHALL BE SNUG TO PREVENT WALL MOVEMENT. PROVIDE ADDITIONAL NAILING AT JOIST SILL PLATE CONNECTION TO PREVENT SLIPPAGE. 5. COMpACTED FH I · A. USE ONLY APPROVED NON-EXPANSIVE, GRANULAR MATERIAL FOR FILL AS RECOMMENDED BY THE SUPERVISING GEOTECHNICAL ENGINEER. B. ALL SUBGRADE COMPACTION SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 6. EXTERIOR GRADE: A SLOPE PERIMETER GRADE AWAY FROM BY THE GEOTECHNICAL ENGINEER. 7. ANCHOR 801 TS· BUILDINGS AT 6 INCHES !N THE FIRST 5 FEET, OR AS RECOMMENDED H I BAR SIZE 3 4 5 6 7 8 9 10 11 I I J I REINFORCEMENT BAR TENSION SPLICE TABLE* DIAMETER db In 3/8 i/2 5/8 J/4 7/8 1 1/8 1 1/4 1 3/8 CLASS 8 SPLICE LENGTH, !N. 3000 PSI CONCRETE 16 i7 21 26 37 43 53 65 78 CLASS B SPLICE LENGTH IN . 4000 PSI CONCRETE 16 !6 16 22 32 37 46 57 65 TOP BAR SPLICE LENGTH IN 3000 PSI CONCRETE 17 22 28 J3 49 S6 69 85 102 K TOP BAR SPLICE LENGTH IN 4000 PS! CONCRETE 16 20 24 29 42 48 60 74 88 E. WIND LOADS ARE IN ACCORDANCE WITH SECTION 1609 OF INTERNATIONAL BUILDING CODE, 2003 ED!T!ON, WHICH REFERS TO SECTION 6 OF ASCE 7. WIND VELOCITY 90 MPH EXPOSURE· CATEGORY C *IN ACCORDANCE \VITH ACI 318-05 FOR CLASS "8" SPUCES USING GRADE 60 REINFORCING STEEL . A. FOR EQUIPMENT, STRUCTURAL STEEL AND PIPING ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 36, UNLESS *SPLICES SHALL BE STAGGERED AT LEAST 24". OTHERWISE NOTED ON THE DRAWINGS. NUTS SHALL CONFORM TO ASTM A563 GR. A HEAVY HEX. WASHERS WIND IMPORTANCE FACTOR 1.15 (!N ACCORDANCE WITH BUILDING ClASSIFICATION) H8GHT AND EXPOSURE COEFFICIENT AS PER EACH AREA F. EARTHQUAKE LOADS ARE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2003 WHICH ALLOWS USE OF THE ASCE 7-05 CODE. THE ASC 7-05 CODE WILL BE USED. SITE ClASS MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss AND S 1 ~t~~~~A'QE~~d'~O~KfAG9J~f{FECIENTS, Sos AND So1 DESIGN BASE SHEAR D 43.6%, 9.1% rJO%, 13% g.105 w SHALL BE ASTM F436 ANCHOR BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE WITH A153. 6. UNLESS NOTED OTHERWISE, -CONCRETE PROTECTION FOR REINFORCING SHALL BE AS FOLLOWS: 8. WHERE INDICATED ON THE FOUNDATION DRAWINGS, HEAVY EQUIPMENT ANCHOR BOLTS SHALL BE A)CONCRETE DEPOSITED DIRECTLY AGAINST GROUND 3" CLEAR. ASTM F1554 GR 105 WITH ASTM A194 GR 2H NUTS AND ASTM F436 WASHERS UNLESS OTHERWISE NOTED. B)CONCRETE EXPOSED TO EARTH OR WEATHER AFTER REMOVAL OF FORMS: 2" CLEAR FOR #6 BARS & DO NOT GALVANIZE. LARGER ; 1 1/2" CLEAR FOR #5 BARS & SMALLER UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS. C. UNLESS OTHERWISE NOTED ON THE FOUNDATION DRAWINGS REFER TO TABLE 1 FOR STANDARD ANCHOR BOLT THREAD AND SLEEVE LENGTHS. 7. REINFORCING BARS SHALL NOT BE HEATED, STRAIGHTENED OR RE-SENT WITHOUT THE APPROVAL OF THE DESIGN ENGINEER . COLO BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH AC! 318. TABLE 1 ALLOWANCE fOR NUTS RESPONSE MODIFICATION FACTOR, R ANALYSIS PROCEDURE USED SIMPLIFIED PROCEDURE PER IBC 1617.5 BOLT DIAMETER d. (Unless Otherwise Noted) THREAD AT TOP LENGTH SLEEVE (If Req'd)) STD. LENGTH L 8. THE FABRICATOR SHALL SUBMIT EACH OF THE REBAR PLACEMENT DRAWINGS & ACCOMPANYING BAR LISTS FOR APPROVAL THE FABRICATOR'S PLACING DRAWINGS SHALL BE REFERENCED TO ENGINEER'S DESIGN DRAWINGS. BAR LISTS SHALL BE REFERENCED TO THE RELATED PLACING ORAWlNGS. THE ENGINEER OR ITS DESIGNATED REPRESENTATIVE , WILL RE\IlEW THE FABRICATOR'S PLACING DRAWlNGS & BAR LISTS WITH RESPECT TO CONFORMANCE TO THE DESIGN DRAWINGS. ONE COPY WILL BE RETURNED TO THE FABRICATOR APPROVED OR WITH NOTATiONS REQUIRING CHANGE. IN THE LATER CASE, THE FABRICATOR SHALL CLEARLY MARK SUCH CORRECTIONS AND RESUBMIT THE DRAWINGS FOR FINAL APPROVAL . APPROVAL OF REBAR 4. CONSTRUCTION METHQQ; N1 A. THE STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURE. THE DRAWINGS DO NOT INDICATE N2 PI & THREAD SHELL SIZE -----__ , -THE---eONTRAGTORS~---MEANS,-MEJHODS;·-TECHNIQUES~·~sEQUENCES""OF·"CONSTRUCTION-AND· ·JOB -siTE--·--·~·-·---~-~-----~"' .... ._ SAFETY. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE NOR LENGTH " -.. ~ -Af·"-~-~---···-- BoTToM IS THE ENGINEER OF RECORD RESPONSIBLE FOR ECONOMIC LOSS AND/OR DELAYS OF THE CONTRACTOR OR SUBCONTRACTORS. B. ALL CONSTRUCTION SHALL BE ADEQUATELY BRACED TO PREVENT DISTORTION AND DAMAGE DUE TO CONSTRUCTION LOADS AND NATURAL FORCES. 5. TRAQF COORDINATION: A. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, ELECTRICAL, MECHANICAL, PLUMBING AND SITE DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 6. SPECIFICATIONS: A. IF CONFLICT ARISES FROM THE RECOMMENDATIONS OF THESE DRAWINGS AND THOSE CONTAINED IN THE SPECIFICATIONS, NOTIFY THE ENGINEER OF THE DISCREPANCY PRIOR TO CONSTRUCTION. 7. OPENINGS· A. OPENINGS, SLEEVES, POCKETS, ETC. SHALL NOT BE PLACED IN BEAMS, JOINTS, COLUMNS, ETC. UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT WHEN DRAWINGS BY OTHERS SHOW OPENINGS, SLEEVES, POCKETS, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 8. fX!ST!NG CO.llil1.!LQ1:iS_ A. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS PRIOR TO CONSTRUCTION. 9. STRUCTIJRAI I AYOUT: A. ALL CONCRETE & STEEL MEMBERS ARE CENTERED ON PLAN GRIDS UNLESS NOTED OTHERWISE. 1/2" 5/8" 3/4" 7/8" ,.. 1 1/4" 1 1/2" 1 3/4" 2" 2 1/4" 2 1/2" 2 3/4" J" ,.. 1/2" 1" 1 1/4" 2" 1" 1 1/2" 2 1/4" 1 1/4" 1 1/2" 2 1/2'' 1 1/4" 1 3/4" 2 3/4" 1 1/2" 2 1/4" 3 1/2" 1 3/4" 2 1/2" 4" 2" 3" 4 3/4" 2 1/4" 3 1/4" 5 1/4'' 2 1/2" 3 3/4" 6" 2 3/4" 4" 6 1/2" 3" 4 1/2" 7 1/4" 3 1/4" 4 3/4" 7 3/4" 3 1/2" 2 1/4" 2'' X 5" 1'-0" 2 3/4" 2" X 7" 1'-3'' 3" 2" X 7" 1'-4" 3 1/4" 2" X 7" 1' 5" 3 1/2" 3" X 10" 1'-10" 3" X 10" 2'-0" 4 3/4" 4" X 15" 2'-8" 5 1/2" 4" X 15" 2'-10" 6" 4" X 18" 3'-4" 6 3/4" 4" X 18" 3'-10" 7 1/4" 6" X 24'' 4'-2" 8" 6" X 24" 4'-4" 8 1/2" 6" X 24" 4'-6" B. FOR DATUM ELEVATION SEE SEE "BENCHMARK NOTES" OWG. 2033-101~30-CI-1102-02. STRUCTURAL MATERIALS 10. .!:.!8Z8BQ.QJJ_S. MATERIAL DATA- A. THIS FACILITY IS DESIGNED TO ACCOMMODATE APPROXIMATELY 50 MILLION STANDARD CUSIC FEET PER DAY (MMSCFD) OF PRESSURIZED, WELLHEAO-QUAUlY NATURAL GAS (I.E., NATURAL GAS THAT HAS YET TO HAVE 1.0 CONcRETE; CONCRETE MATERIAL PLACEMENT AND TESTING SHALL BE ACCORDANCE WITH CONCRETE WATER, CARBON DIOXIDE, AND NATURAL GAS LIQUIDS REMOVED PRIOR TO SHIPMENT AS PIPELINE 1.1 QUALITY NATURAL GAS). THE NATURAL GAS WITHIN nilS BUILDING IS CONTAIN_~~. -~I}!:J!fi STEEL PIPELINES AND ASSOCIATED PRESSURE RATED VESSELS DESIGNED PE~~ME AND API....::;IAI\IUAKilli_ >Jn nnwR ~ ~}l.@®~M~.£.~!,..S_~f3. STORED NOR UTIUZED WITHIN T I THIS IS APPLICABLE FOR ALL H-2 CUPANC.'Y-ENCLbSll~ts~ ,..,~ APPLICABLE FOR ENCLOSURES RATED OCCUPANCY FOR S OR U. ffi GENERAL CIVIL N FOUNDATION$ 1. GEOTECHNICAL INVESTIGATION: A. A GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEERING GROUP, INC. OF GRAND JUNCTION, CO, DATED APRIL 27, 2007 (JOB NO. 2628-G) IS AVAILABLE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH All OF THE REPORT REQUIREMENTS. THE FOLLOWING DESIGN PARAMETERS HAVE BEEN DEVELOPED BASED ON THIS REPORT, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. IF CONDIT!ONS DIFFER FROM THOSE PRESENTED HEREIN, THE ENGINEER SHALL BE NOTIFIED BEFORE CONTINUATION OF THE WORK. 2. SJ:.fiEAQ__[Q.QJ.!t:lS:i.S_; A FOOTINGS SHALL BE DESIGNED FOR A NET ALLOWABLE SOIL BEARING PRESSURE AS GIVEN BY THE GEOTECHNICAL ENGINEER AT THE VARIOUS LOCATIONS IN THE PROJECT. 8. SUBGRADE SHALL BE INSPECTED AND SIGNED OFF BY A COLORADO STATE REGISTERED GEOTECHNICAl. ENG!NEER TO VERIFY THE ABOVE BEARING CAPAC!TfES iMMEDIATELY PRIOR TO CONSTRUCTION OF THE FOOTINGS. ISSUED FOR CONSTRUCTION REVISED DATB 11 /!J/08 SPECIFICATION 2033-240-30-SP-0004-01 UNLESS OTHERWISE NOTED ON THE DRAWINGS. 1iENERA! REOUIREMFNTS: 1. CONCRETE FOR ROTATING EQUIPMENT FOUNDATIONS (25 HP AND GRI::ATER) SHALL BE PROPORTIONED TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI @ 28 DAYS. 2. ALL OTHER CONCRETE SHALL BE PROPORTIONED TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. SPECIFICATION OF THE CONCRETE STRENGTH FOR SEAL SLABS MAY BE REDUCED TO 2000 PSI AT 28 DAYS. 3. THE MAXIMUM NOMINAL AGGREGATE SIZE FOR FOOTING MATS & MASS POURS SHALL BE 1 1/2H DIA. THE MAXIMUM NOMINAL AGGREGATE SIZE FOR POURS ABOVE MATS SHALL BE 3/4'' DIA. 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615/615M GRADE 60 (420MPo). 5. UNLESS OTHERWlSE NOTED REINFORCING STEEL SHALL BE SPLICED AS FOLLOWS : A) COMPRESSION SPLICES: 30 BAR DIAMETERS MINIMUM, BUT NOT LESS THAN 12". B) TENSION SPLICES: SHALL BE CLASS "8" IN ACCORDANCE 1111TH ACI 318 (SEE SPLICE TABLE) C) MINIMUM LAP FOR WELDED WIRE FABRIC SHALL BE ONE FULL MESH PLUS 2" BUT NOT LESS THAN 12"' D) LONG MAT SPLICES TO BE STAGGERED I.E. NO MORE THAN ONE HALF THE BARS TO BE SPLICED AT THE SAME LOCATION. " '' PLACEMENT_ .DRAWINGS .. & _BAR _USIS._BY~ .. EN.G!NEER~WILL.N.OLREUEVE-F:ABRI CA TOR .. OF .. .RESPONSIBILITY -F-OR---11--· ------·--· THE COMPLETENESS & ACCURACY OF ALL THE DIMENSIONS & DETAILS. 9. All EXPOSED CORNERS ABOVE GRADE SHALL HAVE A 1" CHAMFER .(NOTE~ MANY MAT FOUNDATiONS WILL HAVE EXPANSION JOINTS WITH PAVEMENT ABUTTED. THESE Will BE TEMPORARY EXPOSED PRIOR TO THE INSTALLATION OF THE PAVEMENT BUT SHOULD NOT HAVE CHAMFERED EDGES.) 10. IMMEDIATELY AFTER FORMS ARE REMOVED , THE FOUNDATION CONTRACTOR SHALL FILL ALL VOIDS TO OBTAIN A STRAIGHT & FLUSH SURFACE. IMPERFECTIONS SHALL BE CORRECTED WITH GROUT & THEN ALL EXPOSED FOUNDATION COLUMNS, BEAMS & WALLS ABOVE GRADE SHALL HAVE A STONE RUBBED FINISH.ANY HONEYCOMBING SHALL BE CHIPPED & REMOVED TO SOUND CONCRETE PRIOR TO REPAIRING WITH GROUT. HONEYCOMBING REPAIRS THAT EXPOSED STEEL REINFORCEMENT SHALL BE DOCUMENTED & REPORTED TO THE ENGINEER PRIOR TO REPAIR & PLACEMENT . 11. FOUNDATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EMBEDS PRIOR TO POURING FOUNDATiONS. CONTRACTOR SHALL CHECK ELEC, GROUNDING, FIREWATER & SEWER DRA'MNGS AS MAY BE APPROPRIATE TO ENSURE All UNDERGROUND UNES ARE IN PLACE PRIOR TO THE POUR . PRIOR TO IMPLEMENTATION OF FIELD MOOIFICATlONS FOR CONSTRUCTION OR PLACEMENT ERRORS, THE ENGINEER OF RECORD SHALL BE NOTlFIED IN WRITING FOR APPROVAL OF ALL FIELD DESIGN CHANGES. 12. FOUNDATIONS SHALL BE PLACED ON UNDISTURBED SOIL OR ADEQUATELY COMPACTED FILL PLACED IN ACCORDANCE WITH THE GEOTECHNICAL !NVESTIGA TION UNDER THE SUPERVISION OF A QUALIFIED INSPECTOR IF THE SOIL THAT SUPPORTS THE FOUNDATION IS TO BE EXPOSED OVERNIGHT , IT IS RECOMMENDED THAT A 2" SEAL SLAB BE INSTALLED AFTER THE SUBGRADE HAS BEEN INSPECTED TO ENSURE ADEQUATE BEARING CAPACITY FOR SOIL BEARING FOUNDATION . 13. STRUCTURAL FILL SHALL BE USED AS BACKFILL AGAINST FOUNDATION & TO RAISE GRADE. EXCEPT AS INDICATED ON THE PLANS FOR FROST PROTECTION FILL . FROST PROTECTiON FILL SHALL BE A SAND AND GRAVEL FILL CONFORMING TO THE GEOTECHNICAL RECOMMANOATIONS.THE FILL SHALL BE FREE OF SIGNIFICANT ORGANIC , DELETERIOUS MATERIAL & SHALL HAVE AN EFFECTIVE PARTICLE DIAMETER OF LESS THAN J". rrJJ:c:r:mJ7?z))' 14. GROUT FOR EQUIPMENT & BASE PLATES SHALL BE AS NOTED: ))_:""'·;:~ (J (;~·~._ PIPE RACK, SKID, AND MISC. SUPT. BASE -USE CEMENT GROUT ~2';.,. ~;'" !>.,·.V··,~.· .'C .. ~-,~ •.. 1; :~ ·. ':. . EQUIPMENT STRUCTURES -USE FIVE STAR GROUT OR APPROVED EQUAL >:_·, \"::> i, ' VESSEL BASE PLATES -USE FIVE STAR GROUT OR APPROVED EQUAL EXCHANGER SLIDE PLATES ~ USE FIVE STAR GROUT OR APPROVED EQUAL PUMPS LESS Tl·IAN 25HP -USE FIVE STAR EPOXY GROUT OR APPROVED EQUAL (~J PUMPS 25HP AND GREATER-USE FIVE STAR EPOXY GROUT OR APPROVE EQUAL ~f. ,fJ,')~J ,9 -~ COMPRESSORS AND TURBINES ~ USE FIVE STAR EPOXY GROUT OR APPROVE EQUAL ~-" ,;.: ;'11. '·:· ~ 7ff\"'',.qt:;.; BOLT: 12i?f·· ' ~·:~;fl 1. ANCHOR BOLTS SHALL BE SET BY MEANS OF A TEMPLATE REINFORCING STEEL MAY BE ()_ ,•' .:o->r TO ACCOMMODATE SLEEVES REINFORCE SHALL NOT BE CUT ~~{;";:\\-.;:;_:_"· ,('.-f', 2. USE PRECAST "PB" OR "DB" CONCRETE BAR SUPPORTS TO SUPPORT REINFORCEMENT SLAB & M'A;,!;,'0~?~9NP -::~~ ~: ~~A~~D~~;~~~r ~~~~~~~~:~~~~~~~~~ElF OPENING IS LESS 11-1AN 12" DIAMETER. ""'"?: ' r,r.:cX-"'" ~: ;~~Ff~~~Db~~~,.i~~L~H~sA~~AAWI~~~~~~L~FM~~i ~~~~0~56. uNLEss OTHER1111SED NOTED. EXP. DATI 07-31-10 7. ALL EMBEDDED STEEL SHALL BE FINISHED AFTER FABRICATiON AS SHOWN ON THE PROJECT DESIGN DRAWING. 8. DIMENSIONS ON PROJECT DESIGN DRAWING ARE BASED ON FORMED CONCRETE. CONTRACTOR MUST OBTAIN WRIITEN APPROVAL FROM THE ENGINf:".ER PRIOR TO USING EARTH FORMED CONSTRUCTION. '. Dl .\~~"-' '...~; _N<?_R_Tfl_ AMERICA PICEANCE FIELD DEVELOPMENT -EPS CENTRAL FACILITIES GENERAL CIVIL NOTES CPF NORn ' 37'-10" 0/0 FOOTING rRUE NORTH 35' -0" 0/0 SKID LENGTH l 3'-0" 14'-6" 14'-6" 3'-0" ~ ~ I , I 7 "' ;::, - / "' ~ ?:: D D s I ', a: I ?:: :.... "' ~ "' L ;::, 0 I I ' r <a ~ I 0 ~ 0 ~ '" ---0 " I 0 'o ' ol 1-" "' ---@=--S' ;::, ~I ---~ --3·--··~e -_0~ ... ~ I ---------·---· -----<.--~--~ '" I w <a " 0 I ,,, I 1 "' "' 3 oc a ~ 0 'N 0 ~ ;::, " ~ - T.O.C. EL. 3' 8 15/16" fiACH FACE); ;_, :ol FIN. NOlES: " " GR. El. 3' 4 15/16",..--I~''«" _ ?)131, COMPACTED --(jltJ STRUCTURAL FILL ---'n I 5 @ 12" @ .:'5 S,i " ~ NI n ±) OC ~.._.Lt. rEACH FACE) ~ ..---2' CLR '-.. I • ;., __ ]I,!YP.J REBAR :1 @EACH FOR GROUNDING SIDE OF FON. I :.... EXISTING COMPACTED SOIL FIELD VER~ (SEE NOT£ 2) 3" CLR. TYP. p,,';:<;,-0_ #5 @ 12" (±) O.C. 3" CLR. YP. (EACH WAY) k'YPT (TOP & BOT.) SECTION A SCALE: 1/2"= 1' -0" No. 2033-201-30-Cl-1101-01. SEE OW G. 1101-03 ~ e I ' / 1.\'f f;"~,'i. 2033-201-30-CI-1101-03 ANCHOR BOLT DETAILS / ;f;. \Y I -1 ------- I ----~-------·----·-----_ ....... -~""~--"·---·---·-·----------·-·-·-~"--•-----~---~- MBD-1040 GAS SEPARATOR FOUNDATION PLAN SCALE: 1/2"=1' o" I I t I I • • ,. ~ " I =-- ~ -- I ...... ,1 ....... • I" /"""" '• • • "• -... '' 0 A. ' N. 1154'-0" "-{A.B. 0 I ;_ ::2 y - w I I -+ - ol S' ~I . 0-·-· ------_ _,_ ---------- w " 0 w -~AlL_ ALL STANDARD 90' HOOKS DETAIL OF REINFORCING @ WALL CORNER SCALE: N.T.S. ISSUED FOR CONSTRUCTION EXP DATE 07-31-iO CENTRAL FACILITIES SCAt£: N.T.S. DWG. 102-13 I~ c '-lfrHI~I~~~ 1='- 1 " II I I HOLD UNTIL LOCATIONS AND ELEVATIONS ARE VERIFIED AFTER INSTALLATION EXP. DATE 07-31-10 ' ' I II• I lh ISSUED FOR CONSTRUCTION DATE: o6/291Q!1_. AMERICA PICEANCE FIELD DEVELOPMENT CENTRAL FACILITIES CIVIL PLOT PLAN f>I.ANT NORTH ~/''"' ""'" A IT:= II I 0 i_SI ijl (/) ~-~---~-· -------·~ ~·--··-0 I '0 0 :::1 t...il w z :J I 0 '< ~I I PARKING AREA -----------------------, ----------------------, I MBD-1040 GAS SEPARATOR SKID DWG. ON 1112-01 I I I I I I I I I I I I I I I I ----------------------~ I lviATCHLINE N. 1208' -0" SEE DWG. 1102-07 f=l ~fl HOLD "=-""""=""=~~~- NOTES: 1. SJ<!O SIZES ARE APPROXIMATE. SEE SK!O FOUNDATION DRAWINGS FOR DETAILS. lviATCHLINE N. 1138'-0" SEE DWG. 1102-15 \ \ IN I "' 0 0 I~ lw w (/) 0 I "' 0 j;::' lw w z :J I ~ 1::. I J ISSUED FOR CONSTRUCTION DATE: oatt9IOL_ . CODE COMPLIANCE DATA 2003 International Building Code 2003 International Mechanical Code 1 2002 National Electric Code2 2003 Fuel Gas Code 20031CC/ANSI A 117.1 Acceptability Standard 3 2003 International Energy Conservation Code 2003 International Plumbing Code4 GENERAL INFORMATION Manufacturer ID: 4225 Dimensions: 12'-8" x 40'-0" x 12'-0" peak (11'-0" eave) Stories: 1 Occupancy Type: H2 5 Building Area: 520 sq-ft (enclosed space) Model Gas Separator Building BASIC DESIGN CRITERIA Building Type: S -Single Slope DRAWING LIST QTY NUMBER 48-20-H2PH-BLDG 1 OF 3 1 48-20-H2PH-BLDG 2 OF 3 1 48-20-H2PH-BLDG 3 OF 3 1 ENERPAN-DETAILS 1 7-30-SKID-SHT 1 OF 2 1 7-30-SKID-SHT 2 OF 2 1 CENTER OF GRAVITY 1 48-20-H2PH-ASSY-SHT 1 OF 3 1 48-20-H2PH-ASSY-SHT 2 OF 3 1 48-20-HZPH-ASSY-SHT 3 OF 3 1 2033-201-30-CI-1112-01 1 0706-0200 1 0802-0202 1 0802-0203 1 0802-0204 1 080208-CS-MBD-1040 DESCRIPTION GAS BUILDING SHEET 1 OF 3 GAS BUILDING SHEET 2 OF 3 GAS BUILDING SHEET 3 OF 3 BUILDING ATTACHMENTS DETAILS GAS SKID SHEET 1 OF 3 GAS SKID SHEET 2 OF.3 SKID LOCATION FOR CENTER OF GRAVITY GAS SKID ASSEMBLY SHEET 1 OF 3 GAS SKID ASSEMBLY SHEET 2 OF 3 GAS SKID ASSEMBLY SHEET 3 OF 3 GAS SKID FOUNDATION DRAWINGS ELECTRICAL JUCTION BOX ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN ELECTRICAL GROUNDING PLAN INSTRUMENT CONDUIT AND CABLE SCHEDULE Building Contains: Well Pad Separator, piping, valving and instrumentation Roof Slope: 8.97 deg Building Size: 12'-8" x 40'-0" Peak Height: 12'-0" Eave Height: 11 '-0" live Load of Roof: 13.6 psf Floor Live Load: 125.0 psf Floor Dead Load: 10.0 psf Approximate Weight of Building: 5,500 LB Roof Panel Span(s): Span 1: 12'-8" Construction Type: II B LOADS: Snow Loading: Ground Snow Load: Flat Roof Snow Load: 65 psf 75 psi I, = 1.1 c.= 0.9 C1 = 1.1 Wind Loading: Wind Speed: 90 MPH I Exposure: "C" Wind Topographic Effect: 1.2 per IBC 2003 (3 sec. gust) GCpi = +!-0.18 c.= 0.9 q,: 20.2 psf Building is "enclosed" SEISMIC DATA Seismic Loading: Design Base Shear: 1,000 pounds Seismic Use Group: II Importance Factor: 1.25 Site Soils: "D", S, = 0.38, S 1 = 0.09, Fa= 1.49, F, = 2.4 Seismic Design Category: "B" Site Soil Bearing Capacity: 2000 psf (per IBC 2003) Site Soil Classification: D (per IBC 2003) Concentrated Roof Load: Not Applicable Allowable Roof Panel Deflection: 1.075 inches to 1.543 inches Allowable Wall Panel Deflection: 1.075 inches to 1.543 inches NOTES: 1) J .W. Williams will not provide any mechanical type forced ventilation. 2) J.W. Williams will not provide any AC type electrical connections, panels or devices. 3) J.W. Williams will not provide any water supply system; they will only provide a floor drain system to collect any liquids for transport on a bulk basis for appropriate disposal, by CHEVRON I i li i I Ei . I maintenance of equipment that shall be performed by authorized CHEVRON technical personnel only. 5) This building does not have conditioned air and is exempt from energy code requirements. (2003 IECC 101.2.1) COVER PAGE J. w. WILLIAMS INC.~~GasS~epara~torBu~ilding~ NO. a FLINT Compa Gas Separator Building B :U'-5' 6'-4' 7'-4' 6'-9 118' 6'-10 718' I' CEDG: OF' VERT. POsn <ED'l: Of VERT. POSTl C£DGE £F VERT. PDSD (£))GE [f vtRT. POSD PLAN VI£'j ~ ~ ~ J tl 6 ~ El EVAUQN 'A-A' ~ 6 ~ ~ TYP. AlL CENTER POST A! L IJEl DS SHAt ! BE 1/4 Fll.LET VELDS 7'-{J 7/S' 13'-8 V2' ~ TYP. BtlTH ENDS ~ TYP. All END POST '- lA "" ~PX ''n ""-'""·'')U.S ~~~.QJ•·I'?' 13'-8 112' X 34'-5' BUilDING F1W£ 4S' 1-{JR!Z. GAS SEPARATOil: SKID <HBD-ltl4tl) CHEVRIJN 48-20-H2PH-BLDG .,. a~~· ,--s·-~· 1'-f 5/i • 4- CUST. CONN. OPENING 20 1/2" )( 7'-2" ~, -\\ ! ~I Q_cusr·~\ 5 OP£NING ....... ~ $' 1/2" X l ' 9 1/2" ....J ~ s :;; ~I • 0END VIEW :5'~· •ali· d """' 36" WIOE X &'-8" T.6U. 0 - L !5 1/2" X 15 1/2" C\JTO!Jr 1'-tll!!" /cusr. CONN. "'"" /2" • ~~·', 1'-4 1/2. f \, ~ ~ 0 ~ ' . = ~ 0 9'-8 1/2" a'-a 1/2" ""' 12" 01A. 7'-.(1" 14-2 \ j v WANSJON CON'OV!T UN~__/' """"-' """"" 10'-o· PLAN VIEW 20'-. v -· IU.NWAY OPENING <(.5 3/4 X 4'-8 J/4" (FAA SlOE) ®ELEVATION _j 17'-6" ""· 0 ~ ; ;, "'"" ~ 12" X 12" T'I'P. BO'ffi ENOS lOCM:R 24" X 24" TYP. B01H ENOS t'-Qla" DOOR 36• WIOE x 6'-S" TAU.. 0 -"' '"' 7'-0" ®END VIEW NOTES REVISION ~.t~ ~---~-~-~-~~-~~~!.L~-~--~~:r~~ -• ~LINT eo.,~o~y FABRICATION AND FIELD SERVICES BUn.DING SKI1l HIJJSlNG OCT AIL CH£VRIJN IWNI 48-20-H2PH-BLDG I ~ -----~ LIFTING LUG SCAI..E: NONe: SEE DWG. ~...ti:ZO& FOlt OET.<Jts U!'i!NG 1.00 O€S!GH EHG:!HEER caml'1£l) -- ' 0 21'-o• """"' l<X> SUGGESTED LIFTING DIAGRAM -- 14'-11" ' 1 0 DO D D 0 P,(), 50~'"~ Ylo:.;.£11. l~<>$ 9~~4~<·1'·1•· !ON AND FIELD SERVICES E-PANEL WALL/ROOF CROSS SECTION FASTENING DIAGRAM THERM0-10? WAI I PANELS TYPICAL THICKNESS (A)o I 1/2" TO 6" STANDARD LENGTHSo 0 TO 27' CORNER DETAIL CROSS SECTION REMOVABLE STYLE ACCESS PANEL ~ -""-,., lnWP>'>!-') \ ( I I : /i :; I \ " ~ ~/ p l'7~c,-, .... !•~"'"""'' I ' fiU"minum Frame Oe!ails j F.XTFRIOR WALl TO FOUNDATION ismcone Sea! I Structural Steel Skid TYPICAL THICKNESS (A)o I 1/2" TO 6" PLEXIGLASS SKYLIGHTS ,,,nr ~-~ I~ m PITCH )ETAIL I~ I I / //= 1/ 1/.@] / I, ';:::::=:::::::::====:: [E) I 1/2" POLYURETHANE PANEL SYSTEM 2t.. GA. SHALE GREEN {MUNSELL SOIL) EXTERIOR 26 GA. WHITE INTERIOR !2'-8" W x 40' LX II' !':'AVE (12' PEAK) GABLE STYLE BUILDING INCLUDED: WINDOW SPFCIF!CATIONS , r~~~ "[-" I :----:-. .,.···-~·, INCLUDED'. ~I DOOR SPECIFICATIONS I I K-01 SHTS. I THRU 4 .,,.w. WILLIAMS INC .• ;~~·,;::, Qle.qJIC2~4 ->Fl.ltfT¢o"'\O'I"Y FABRICATION AND FIELD SERVICES GEHERAL BUILDING DETAR..S ENERPAN BUILDINGS l~~RPAN-DETA!LS ~ REFERENCE LINES• All TAIL. DIMENSm 1-R£ F'RrH TH£SE U't£S. <Ct!Rt£R Dr SKID> 14'-4' l 17'-6' l ,_s 3/4' I ® 1 V16' DIA. N¥:HOR I ... , !!L.'S I --t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-------.-crrll/16'~l.MV<m Bli.T H!l.ES DETAIL 2 IF 2 "' ~~~~~~~~~~~~-----' I I I I I 1 I . . l un L!Xi AND BEAH J'-<J' t l::9.:j Z:!:..j SEE OCTAJL SHT. 2 OF 2 ® 1 U16' DIA. ANCiilFI BOLT HillS 114 '" TYP. BEAM TO BEAM 1/ELD DETAIL TYP. CHANNEL TO BEAM VELD DETAIL PLAN VIE\/ ELEVATION 114 _ _ _ l llfl LUG AND !lEAH ~ SEE DETAU. SHT. 2 IF 2 TYP. CHANNEL TO CHANNEL 1/ELD DETAIL 114 114 All SHARP C(Jij(RS £. <3> 1 V16' DIA. AtQilR BOLT !il.£S TYP. CHANNEL TO CHANNEL \IELD DETAIL 14'-6 x 35'-o' LG. SKID FOR GAS SEPMAT!R <KBD-IIWJ) CHE:VRII< u;.act.,;~ "'"'-~Hi>Ali 0~-0~'-<<U. CES 7-30-SKID 3 4 ~ X D " "' w ~ ~ ~ '" ~ ~ 0 " 5 6 0 Lh H H A H Lh H H Lh 0 0 Lh Lh 0 0 0 A A A A A 1 25 3 5 5 1/2 1/2 5 5 HP HP HP HP HP HP HP HP HP ~ ~ £ll£=12.9~ SPARE SPARE SPARE SPARE ~ EJlE=l.lli l'Jl6=.122Q £.E!A:::.1.22.1 SPARE SPARE SPARE EilE=ll1Z Ef!l:: :lZl~ VRU SUCTION VAPOR VRU LUBE GL U /11 GLYCOL UNIT #1 GLY~E~loltf~T #1 GLY~~BLOI~~kl' #1 GLYCOL UNIT #2 GLYCOL UNI #2 SCRUBBER PUMP RECOVERY OIL FILL PUMP GLYCOL PUMP #1 GLYCOL PUMP #2 GLYCOL PUMP #1 GLYCOL PUMP #2 UNIT Lh COMPRESSOR CONDENSATE CONDENSATE PUMP #1 PUMP #2 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------, 200DA, 480V, 3¢, 3W, 60Hz BUS BRACED FOR 65 KA RMS SYM. 2 1 ffi ffi H ffi 0 A 1/2 HP 1{~ ~2 ~ SPARE ~= GL COL UNIT #2 GLYCOL UN!T #2 C START REBOILER REBOILER FUEL GAS CONDENSATE CONDENSATE HEATER PUMP #1 PUMP #2 ffi H 0 A 5 HP COMP~ILDJNG EXHAUST FAN #1 ----------~-~------·------------------------------------·--------------------------------------------------~ 6. 45KVA 480V-208/120V f -3¢, 4W, 60HZ K-20 RATED ---, I I 150AT I l'f 225AF I !...! ____ _) COMPRESSOR BUILDING PANEL CBP-affi 10 KW lZZ.=1.0.M COMPRESSOR BUILDING GANTRY CRANE SPARE TO TURBINE GEN. 480Y MCC SEE DWG. EL-0014--01 SPARE 5 HP H 0 A COMPrfEZs~Q~0 'fUILDING EXHAUST FAN #2 SPACE SPACE & 1 - 2 3 - 4 - 5 - 6 A I B UNIT 1 r------ I I I I S~G GCT3 B:'."_J 800:5A C100 (3) I ~ "-"N BREAKER CB-601 1200A,36KA / I I I I I I I I c I D I SKV SWITCHGEAR UNIT 2 SKV, 1200A. ~6KAIC 3¢ 3W 60HZ MAlN BUS l f CL£ 1.0E PT-2~2 L 42oov m 1 120 • ...v. r 6A PT-gw(3 4200V 12 l~: : lc~ E I F I G UNIT 3 UNIT 4 (SPARE) ~ sa 351S TDTC soo,5A I C100 (3) RMTC 800:5A ClOD " (3) ~CB-602 1 1200A 36KA /-I -BDCT 2000:5A ClOO (3) 1 I fcL£ 1.0E I PT-1 ·420~ 120 1-' ~BA l ~ I RMCT BOO: SA I C100 (3) ~ CB-603 1200A 36KA I -BDCT 2000:5A I C100 (3) BOCT 2000:5A C200 (3) I IEL~n~r--~-----L~~--------------~----~----~--~~----~~1 ---~:------~----~ I I I CCCT 800:5A C100 (3) ,!---a SPARE L_f-_ GENJ:i0~1 g~ MW (I'\ 4.16KW,30,60Hz ~-;;; GCT111) r\-----__j 100:5A GCT213) 800:5A -- REFERENCE DWGS: POWELL}, 1026130301006 POWELL 1026130301007 PAl H 2 33-201-40-El-0010-01 _ _L - I I -I TO GENERATOR CONTROL PANEL -- l 8A I 2o;;J'R~ovr( - I RES- SET 0 144 0 59N BE!-59N _L , , , , ZZZ-6003 ~ TRANSFORMER - 4.16KV /34.5KV T 7500 KVA 35 KV SWITCHGEAR DWG. 2033-201-40-EL-0011-01 35 KV SWITCHGEAR DWG. 2033-201-40-EL-0011-01 -------_j SPARE I H I I J I K 7 ------·-----·--------------------;:;;:;;:;;:;;:;;:;;:;;;;;;;;;;;;;;:;;;:;;;;;;;:;;;:;;,:;:;:;--------1l~!!!:;~~-~""i"~~~~"""~""~""'~'~'-~~~~~~"""~"C"~""'~i;;;~~;C~h~e:v~ro~n~N~o~rt~h~A:m~e~riScao~~:~~~c~H!Ev;R~o~N~N~o~R!T~H --AMERicA ;sStJED FOA91 ...2.._ r.>.~ -~urn roo CONSTRlJCllON 10/Htoo >rn ·-~ ~ Expoloratron & Production Mceu PICEANCE FIELD DEVELOPMENT-·EPS ----~ CENTRAL FACILITIES CONSTRUCTION ... """"""' """" "' ,. '""'' --5KV SWITCHGEAR ONE LINE DIAGRAM DA'W--.LQ/.M.&!._ PROJECT ORIO.DAro 1/23/07 C~ma»S'l'l SHEET 1 -----,..,-1 SSOCIATE?, ::",.:;::: ::"::; -:-------1 o"l 2033 2oi""'4o "'E~~~015-o1 I '0' I - 2 - 3 - 4 - 5 - 6 - I A ! 8 ! PANEL NAME LIGHTING PANEL LP-1 VOLTAGE 208/120 vAcl_ 3 PHASE I 4 WiRE j225AMAINS c FROM 7510/A TRANSFORMER TX-1 CONDUIT/ CABLE # LOAD SERVED SKR. CKT. 225Af A 8 C SIZE NO. ~i?~ T }-t-~ BKR. NEUTRAL BUS t ~ CFP GROUND BUS FROM TX 1~1 \ / '--"( NEUTRAL ; \L #2AWG \._ FACTORY ~ (GREEN) BONDING CUP ! D ! E I LOCA"ON ELECTRICAL BUILDING MANU~~b'i'CERt CUTLER-HAMMER POW-R-LINE 1 A & CKT. BKR. NO. SIZE 30 60 60 60 LOAD SERVED AREA FLOODLIGHTING 24VDC SHUNT TRIP POLE CONDUIT/ CABLE # lACT /CONDENSATE: LOADING SKID 24VDC SHUNT TRIP POLE GAS FlLTER SEPARATOR SKID 24VDC SHUNT TRIP POLE FUEL GAS SKID FLARE SCRUBBER SKID ~ I 1 0 KA BUS BRACING ~ [ APPROVED FOR I CONSTRUCTION. , . . . . F ! G I PANEL NAME POWER PANEL PP-2 H I FROM 75KVA TRANSFORMER TX-2 ! I J I K E~kiCAL BUILDING voLTAGE 208/120 YAel 3 PHASE I 4 I\1RE I225A MAINS CUTLER-HAMMER v -LINE 1A & CONDUIT/ CABLE # LOAD SERVED ( PP2-01) CONTROL BUILDING PANEL CBP 5 ( PP2 07 ) STORAGE BUILDING PANEL SSP 7 ,c 'SIZE NO., 1 }ot-LOAD SERVED ~ ~ 2 20 I BLOC. INTERIOR 1100 __.:;. :r 0~~ 4 20 I BLDG. INTERIOR 0 -r: r. 30 BUILDING A/C UNIT No. 1 160 +~1 CONDUIT/ CABLE # (EAST & SOUTH = (WEST) ~ 1 ~ '* 30 BUILDING A('C_ ~NIT_ No . ."_ ( pp2_11 ) GENERATOR SKID 100 il:"1~' tl~~~~...'.:_~~t~t,;,;~~-~\-1~ A';) -,----t~~~ 24VOC SHUNT TRIP POLE 15 ° -!-t-1-<i:J.: -;sl 30 I· . ''e) (PP2-1 4 ) ~(-PP-,-_-17-)tAl~R~C~O~MP~R~ES::S::OR~S::KI~D::::_ _____ i_SOti;tl~~~'i:J_i~~::r.+:r-0,~ ~ -*130 24VDC)RECT<,FIER/No .. 2 (PP2-18) ~i-"~'1~1·~:@J:t::t~~~--------t;~~ 24VDC SHUNT TRIP POLE on :; J 1 ~ ..g.l 30 mu• (""cdnCK ~,o. 3 ( PP2 22) ~ I FlARE IGNITOR PANEL -~ -~ •.• _; ~ PANEL ~~~ ::-:=: A ~:lc~ 20 29 -0' o-~ 30 I 20 I SPACE HEATER ~ RESTROOM BUILDING 2.'_ ~; • ~~ 32 130 SPACE HEATERS (IN I ~ 60 Lg.i-<>'-~ 34 I 20 JSPARE ~ l-2=4vDc;:-• s=HuNo-TT""RII;;;-P=:-; POLE,--------1 oo ,-o 36 1 3o , ccTV CAMERAS 00 ~ -::I' ~. 38 I 20 ~ f--;;-=:-;;c=c-;;::;;-;=------j "v -7,-~ ;T~~~30 DIESEL TRANSFER PUMP NEUTRAL BUS Cf= ~ ~ GROUND BUS FROM TX 2 ~ '-f-' '--"( NEUTRAL 1\/ .. _,, : '\._FACTORY -:: ~ -r::N) BONDING CLIP '' ~~ Chevron Nlfth America ~ Exploration & Produc~ ~ I 1 0 KA BUS BRACING ~ I ~ TURBINE GENERATOR ZAN-6102 TO TOMS CREEK LOADS DIESEL GENERATOR ZZZ-60010 ,-- ' ' II I ' ' ' ' ' ' I I I 480¥ SWITCHGEAR ELECTRICAL BUILDING ZZZ 4000 SMOKE DETECTOR CIRCUIT No, 1 SMOKE DETECTOR CIRCUIT No. 2 MANUAL PULL STATIONS , , , ANOMCC !!.' !!.' e r, 1)-r:;:·;:"' '' ' 1 I GAS DETECTION TRIP I I L-------------------------------------~ I L--f--_j i 75 10/A TX-02 !;> : xrl:-~ I : l : i ! ~ ! ~:{,''Po:~~ ' _j ' ' ' I ' i ' ' I ' i ' ' I ' ' L __ ____ ____________________________________________________________________ ___j STORAGE BUILDING ZZZ-4002 CONTINUED ON DWG. El-0060-02 PUMPS SKID ENCLOSURE (FUTURE) PROCESS, F1RE, & GAS ALARM BEACONS ~~~-BU-STI-~~-G-A-S ~~-E-CT-0~-~ro"J-f-------------~--J ' ' L_------ru-5-18 ~~ _P_Lu_G~ _(X)--1---IiTI\iPJ-----clfUOPI---~ LOCAL coNTROL (FUTURE) PROCESS, FIRE, & GAS AlARM BEACONS VAPOR RECOVERY UNIT {VRU) SKID ENCLOSURE FUSIBLE PLUGS ON TANKS (FUTURE) PROCESS, FIRE, & GAS ALARM BEACONS UQUID SEPARATOR SKID ENCLOSURE PANEL LCP-7111 CONTINUED FROM OWG, El-0060-01 T1 ' ' ' ' I ' ' ' I ' ' I ' ' I ' ' I ' ' I ' ' I ' ' I ' ' I ' i ' i ' ' I ' ' I ' i ' ' I ' ' I ' ~~ ' s~ ~! (FUTURE) PROCESS, FIRE, & GAS ALARM BEACONS ~Cc-<)-_ __;-,-,:;J----{=;r---1-----l ! ~· ~I ~· FUEL GAS SKID ENCLOSURE ~~~BUSTI;L~ GAS ~~CTO~-~~roo)-f-1 ---------------------<--j i : flAME DETECTORS \rn)-Qrn;i)----~rn"!}--i-'' -------~2~o~o2"-'V~O~TI~N~G---J ' L----~-~=~ PLUG~-e i F1LOP FLCP 1· -~ LOCAL CONTROL 1 "-----------::~ LC~~E1L14 .___I COMBUSTIBLE GAS DETECTOR ~o~o~----T-----------1 fUEL GAS flLTER--I SEPARATOR SKID [ FtAME DEfECTORS ~'fi'0-----~'fi>'O)--i-' -----'---~2~o~o2'-'V~O~TI~N~G---j ENCLOSURE L ~ ~ : ------~LE PLUGS ! FUSIBLE PLUGS ON CONTACTORS : GLYCOL REBO!LER SKID No. 1 ENCLOSURE I ' ' I ~~~-BU_S_TI;:E_G_A_S -D~-E-CT-0~ -ijoni>)--f------------~-JLOCA~A~~~TROL f-----~ J flAME DETECTORS ftl LCP-7115 L _______ 'u_s_ls=~-P-Lu_c~_Q9-t---1D~>-----~£8------t_ ________ _j (FUTURE) PROCESS, FIRE, & GAS ALARM BEACONS GLYCOL REBOILER SKID No. 2 ENCLOSURE flARE SCRUBBER SKID ENCLOSURE COMPRESSOR BUILDING ~~~-BU-S-TI;L~-G-A-S :~-CT-0~-~o~o~------------~ \ FlA'vlE DETECTORS ~rn0------@)--\--------'""''-'""-"-"'---j L _______ 'u_s_ls~~-P_w_c~_0-1'----lilJ5PJ-----!FU5Pt----i LOCAL CONTROL ~~~BUSTI~L~ GAS -D~CTO~-GO ! u!:~7E1L16 f-----1 : fLAME DETECTORS orni>)-----~rniii)--i-' -----'---~2~o~o2=._:V~O~T~IN~Gc___-j : L FUSIBLE PLUGS 0-t------1 ! FUSIBLE PLUGS ON COMBUSTOR ;;:;:::_____J I PROCESS, FIRE, & GAS ALARM BEACONS '(:f----{J---iJ---c[----~ COI;BliSTIBLE GAS DETECTOR No. COMBUSTIBLE GAS DETECTOR No. 2 FUSIBLE lOOP OISTR!BUTION PANEL (TYP. 7) FLCP \_ FUSIBLE lOOP CHARGE PANEL (TYP. 7) ' i ' ' I ' ' I ' ' I ' ' I ' ' I ' ~· ~I ~: i! ~I ~~ ~~ ~· ~~ ' i ' i ' ' I ' ' I ' ' I ' ! ' I ' ' I ' ' I ' ' I ' ' I ' ' I ' i ' i ' ' I ' AIR COMPRESSOR SKID ENCLOSURE ~~;-BU-STI-~~-G-A-5 ~~-E-CT-0~~ GO)-f-------------i LOCA~A~~~TROL f------i! ~ LCP-7119 u I I 71 ARFA-AZ (4?.43-01) "· ,.,,_,. A "· 117<'-0 AREA-AS (42:11-01) 8 c 0 E AREA-E7 (4247-01) F AREA-F4 {4227-01) AREA-F5 (4236-01) ~ AREA-F7 (4248-01) -1-1-'-f- G ! i __ I_ AREA-G4 (4228-01) i I ! --,- L :cAR(A~ 8:.:b' ~'"''-'~~'' ~~~~~~~~~~~~= AREA-88 ARI;:A-C~ AREA-08 AREA-E8 'f {4250-0!) ! (4251-01) ROM ? (4252-01) ! (4253-01) <> -" "' w "-··-w --· ---~·===--~--. ~----~ ~·~ " . -------·--·-- H J r 1-- r + AREA-H4 (4229-01) -r- ----~ II h -i II --i II AREA-J4 {42JO-OI) I I A I 23'21'25" rtr ~ ,l'!; I 5 k:'!J "-ti"' # ;', -I 2 - 3 - 4 - 5 - 6 - 8 I c I -- 0 I I I ;:)I N "I 0 z 0 5: 0 w zl ::J 01 !;;: 2 L N-11JO"-O" IN LOWER TRAY I 293 1-HOA-1294 I I PIT-1294 __ L D I E ----- - E r-- - ln"P:~ I I ) ) r v-" f- 1- - L 1- r- t-- ''- "" - ""'- ~ I 1:1_ ~-I Pil_ I F MATCH LINE DWG. No. -- I II I ~ '~ r- I II ~ u I II J I I I I G 4223-0'1 - - I -- H - - MBD-1040 GAS SEPARATOR l #ER <Y ;1iil ,~:~ .II I I I I -- I J N 117~'-0" - - I I I 0 I 1:::5 N I" 0 z '-' 5: 0 w z I::J I I~ 2 I I< AIT-1040 >c"ov ~ 0---c::::;~l ~:::J AIT -1040 CONTROLLER ~ kJ_.---C:H'f:J:f~:=) OR£& ~'r\; ...... ;.f!l.s)'- ...,o •• ·;,.l\f\ A_ 0· .. ~ o:'--> o· .. ~ (.)·:::: '5--~0 ·-\'(\• i,:;;.) 14730 2: w~A~Gftr q,;_ .•• y'f>/<>S> ••• ··,$1 "'&s,;;Np;_ ~:s'O' 1------------------------------------------------------------1"~'~"tE~i~"'~"~'"~"~'g"'~'~wi~iO~, ==~~"'~"~"~"~'~'1r1~~r1C~h~e~v~ro~1iN~' ~o;-rt~h~A~m~efin;cBo;;-r-~:Jc~I~IE~V~R@O~NJ:NO~R~T~H~A~M~E~RI~C~A~~-~ 7 .t!.Qif5.; ~ PAl 1ssuw FoR coNsmucTI?.~-wt<o!oa JJ !:!.~ ~ Explo 1obon & Product 1on MCBU PICEANCE F!ELD DEV£LOPMENT--EPS 1. SEE DRAWING ;'0J3-201~~<H:::L-420J-01 FOR KEY PlAN. 1 ... !. ~ CENTRAL fAClUT!ES 2. FlEW INSTALL GAS OETEcTOI': coNTROLLER ON WALL AND GAS ISS U r:· [) j. Q R !----· -·-·· ·-------j~-=~-j-j-2E2LlJ'~r~-~' ~"~"~'';~,-~_~, =-·~-~'~"i''"~"i'~'~"~~~~tE:r==~~E~L~ECiT~R~IC~A~L~PL~A~N~;:~=Id L ___ o,_r,_·c_ro_R_ s_r_N_s·o_R_o_N_c'-~'-_~"_c_. -------------------------J~C~O~N~S~T~R~U~C~T~I O~NiJ~f~~m~~~~--"~i-_.b~--"E~!C __ c __ ~ __ IT~A··-~-T··-~-E--~-S--~~E·--E·E---E--~-E---E __ E_ ~~~-E--~~ -~;~·~c~'';.~~: osflJ;oa -~ ~~~coK~: ~:: s;;Dr.n 1 --,;;i:,,~m;t~r.tm;,ii:c~;,,'",.----,1 -;~v ·-0AT£:1.0Lf0.{08 ---~=··;::~ "''''-"'"' -~ PlOTSCAl(: PI.OlCAl£: I 2033--201 40 EL-4232 01 I P AI ~\l~~n;o~ ~~jg~jg~ :;::~ :;~ ~o:n.:.><O 'l:eotr<>l fo<;nty ZOJJfm 3 4 5 6 7 A ' c 0 G H K v I A 8 c D E F I --J:, ~e9':Q!~ H __ ----_ J =ll f N. 1J50'-0" I. j THE GROUND SYSTEM IS SHOWN OIAGRAMMATlCALLY, UNLESS FIXED BY DIMENSIONS. EXACT ! LOCATIONS TO BE DETERMINED BY lHE FIELD 2.1 ALL UNDERGROUND CONNECTIONS SHALL BE MAllE USING A COMPRESSION TYPE CONNECTOR UNLESS SPECIFIED OTHERWISE ON DRAWINGS OR GROUNDING DETAILS. WHERE THE GROUND I CABLE INSULATION MUST BE REMOVED AT THE TAPS ON SPLICES, THE CABLE SHALL BE I \"APED ~ SHOWN ON THE GROUNDING DEtAILS. ----:l.i ALL SURfACES SI~ALL BE CLEANED THOROUGHLY BEFORE CONNECTlONS ARE MADE TO I ENSURE GOOD ELECTRICAL CONTACT. 4.1 All GROUNDING CONNECTIONS TO EQUIPMENT SHALL BE MADE WITH COMPRESSION lYPE . 1 CONNECTIONS AS SHOWN ON THE GROUNDING DETAILS UNLf.:SS OTHERW1SE NOTEO. 5. BOLTS, NUTS AND WASHERS SHALL BE SILICON-BRONZE ALLOY FOR COPP(R TO COPPER : CONNECTIONS. lf=:;l ~~tt;;;;_-i J~ " -:1 1 !, A,~,~~:;~2 -r ....... ··~· L_j AREA D2 [Y ;t~:j-01) AS.I-o·o· AS.I-010~ I >J.IJ·OIO~ ,i. 2 II m-<ol -~Sm. I A<~;~~~2 I (4JIJ-o1) ~ T .z, .. -!' n\:J -·~I : -AREA 82 X I ! ! n:::rr; · ~=l~!;!~~~:-~~~~~~~~f~~~fJ.~ · 6. ~ WHERE THE GROUND CABLE MAY BE INSTALLED M30VE OROUNO, IT SHALL SE RUN PARALLEL I J "' _ f 'fr I {4311-01) /\ p:~H10l I ;L[ I I * AREA f2 "'-~7~0~Jr m :IN PVC CONDUIT WITH BUILDING LINES. ROUTED ALONG THE WEBS OF COLUMNS AND BEAMS , ·~~!.. ~ zzz <00> p ~n «>00 I ~ij J~-"' :AND IN CORNERS WHERE PRACTICAL FOR MAXIMUM PHYSICAL PROTECTION, UNLESS OTHERWISE ~ -0" 5TOFW.:t".-BI.II<.OJNG _f! aecm.c.ii. BlP.LDimi _j5 ~ . •, r R :V,~ 1261'-!1" '@ -~ Jf -1 --~"" I 1 L ----: (4~15-0!) 1\',0U-ff---I r I DETAILED ON DRAWINGS. THE EXACT ROUTING, ELEVA liON AND BEST METHOD OF SUPPORT ----~ -------.~. _ ---: ----j SHALL BE DETERMINED IN THE FIELD. !! 'I ~'·oo''•r~j~"' OU•<OO> p~ · 7.1 GROUND CABLE PENTRATING CONCRETE OR MASONRY WALLS OR FLOORS SHALL BE -~ I ROUTED THRU 1" SCHEDULE 40 PVC CONDUIT SLEEVES INSTALLED IN ACCORDANCE WITH II J au~O<Nr. <l comi>Ol. !IU'-.i.l!N:; l n vAPQR~~ ~NI< DETAILED DRAWINGS UNLESS OTHERWISE NOTED. SEAL CONDUITS INSIDE (AFTER GROUND !~~~~~=====~~ q_~E~~~;;,;;;;;;l~ 0 15 I I --I I CABLE IS INSTALLED) AND OUTSIDE WITH APPROVED NON-SHRINK DUCT SEAI..A,''-IT MATERIAL. , . ~~~~~&~~,,~,~~~~~~=====p==~: 1 I I 8. ALL STAIRWAY STEEL, METAL GRATING AND HANDRAILS SHALL BE CONNECTED TO THE I~ I GROUND SYSTEM, EITHER THROUGH THE STRUCTURAL INTEGRITY OF BUILDING STEEL 1 I I I,=; A<~J~~-~~3 I A<~!;~~~-:;? ROM) I A<~~!~~~ I A<~3~~-~g3 I ~~~~~~3 I R(l'J) I A(~J;~~~~ I I , g~M~~dsfJN G~~~Ngo~~£CT~~Mg6~lfc~~crigN~R2i'IN%~nNc SHALL I-lAVE A 6----H 2 e· • j ...----.... I I 9.1 THE MAIN PI.ANT GROUND GRID SIZE CONDUCTOR SHALL BE A BARE #4/0 AWG CABLE. BUR~EO · 1 :..!.....=.£.._ - -----i-.!-.. \ N. 1217'-0" N. 12!6'·0" , j A MINIMUM OF 24 INCHES. II(/,~ ! I j 1 I I I \[ .J -~ - ---10.! g~~~DJt~lf~:oR INOIVIOUAL MACHINEs OR EOUIPMENT SHALL BE A GREEN #2 AWG I 4 I" AREA-A4 I I I ~-·--;:,~;, ;," .. ,, ' I I -i I AREA-F4 ~ I AREA-G4 i ~ il ,,_ (4322-01) I f) I I I I (4327-01) ~ I (4326-01) I' AREA-H4 AREA-J4 I \ \ .6.[3J;'A-84l AREA-C4 ) AREA-0_.1 AREA-E4 --1===~ l II! , (432 g_01 ) (4-.)J0-01) J I I I ',,.._,. -I A,,R,;A-•-~85-----1-__ '_"'_""'~-~ '"'"''' +="'" "' ~~;\~" + ~~~~.=~"-/ 0 ~ I r-Ill -------_ -:-J!Id.I=J,I=i!=!~i.."!.!'~'i£(;:;,-:,j.let_.l.l.,:l j'l}--!!=ftl'=f-"1 =-co!lc~=..:I=J.lc-.. .,1m""·"'-~l 000 ' I I I I I I 1i' ;I <..,Jffi"'w ;;;o I (~REA-AS ---$ I -----I I ;, l'lffio~ fW)~, I < 4331 _ 01 ) <4332 -01 ) AREA-E5 I I, 12.1. io'"s'E'EX''GA'\\AD~G0Ro,o0",o,0CABLES FOR FUTURE GROUNDING CONNECTIONS AWAY FROM AREAS I I+J &--1~ I 1 (4335 O!) I I ,, '" UIPMENT CONCRETE FOUNDATIONS TO AVOID DAMAGE TO CABLES. 'tl AREA-CQ. !OR," A--no • AREA F5 . . 5 .fi!L~..-M-•~·0 ~ --=-I! 13.1 WHERE GROUND CABLE PASSES UNDER ROADWAY, INSTALL AND ROUTE GROUND CABLE II llfl rm.t~"'r~:;;'? f I " '-'lliHO<o I (433J-01) .J._ (4JJ4-0t) 1 EN I <~336 o1) * 1 IN 1 1/2" Pvc SCHEDULE so CONDUIT, WITH BUSHINGS ON SOTl-1 ENOS. MINIMUM 2'-o" l ll"=~mf' ~ +' ~~~~~ ---+-~ --e JJ ~ -----l~~~------p----+\~!~~~~+ 14. ;~io;~~:~::~:o~~OP AND EQUIPMENT TAPS THROUGH AREAS OF CONCRETE MAT ~~ N 11 ·-• -___, ~l<: [Y I -~ 15. CONTRACTOR TO GROUND ALL MISCELLANEOUS AND FREE STANDING PlATFORMS AND r lNl;::'..~-"'l><..(lll5 1 ,--------~ - -~ - -----T-STANDS WITH #2 AWG GROUND CABlE I<S REQUIRED. 1 11111 mo~p:.:lj~ !;WP TANK sJ~~o~ I CAS nvrtR ~ ~ 0~ ,..,,.. AREA M -1010 S~P.~~H ~ -"' l ct.-CO' .ARE_A-F6 I 16. FOR LOCATION OF FIREPROOFING, SEE STRUCTURAL DRAWINGS. I I -C6 rua = j, ( ) I "' TowtR i. CONTRACTOR SHAlL EXTEND GROUND CONNECliON OUTSIDE FIREPROOFING PS REQUIRED. -$1<108'<!~' 4340-01 ~ 14•2J ~ L (~J42-01) I I -{4339-01) ".1 e~..:~a?J.\b.r r 17.1 ANY GALVANIZED STEEL THAT IS DRILLED OR ClJT SHALL SE TOUCHED-UP WITH COLD GN.V. 6 I r :-A.(~!'OO;·~.-.-_",:., 6.-"" ~ I' I 1,~~:;~6· I_ '_ _"I ~_l_I_.PIPE:_L.,. ·~'ll_l_ L n __ "' _, J I ;:,_,'~,E.~_!,~.-,~ 1_11~'·,·1. -,--;~~·~'·~·~=~-' -,--', i., j--,c-<H~·II ,II II ::: ~N~~~~R~~~E ':T:o~:cM~:ssi,::CI~EOTZ;0~5~~::F~~N~::;o,;~~~ATIONS j rr""==~ '&--J --w [ ...-~0 0 ~r Q b~~~~~~ ~b~~~~~T~T:P~&E~Ri~Lfu~5~0~b'2~1~N~UASJD B~Og~~8§0T~T T~fvE lla<:~loo,-+ s.m g AT LEAST 20 FEET OF ONE OR MORE 1/2" OR 1.1\RGER REBAR. I rt-~''·C108£-o·_ ----~~~~~ - -1----t-Hi ----20 IN GENERAL GROUND RODS SHALL SE ORNEN VERTICALLY. WHERE ROCK OOTIOM IS l T 1 I ARE8.::.61 AREA-C7 AREA-D7 I ENCOUNTERED, THE GROUND ROO CAN BE DRIVEN AT AN OBLIQUE ANGlE NOT TO EXCEED J I _ (43 ~H 1 l L1'11~~w (4_;45 _0 ;)·-1 (4346-0I) Q 1 1 1 -i~~/~~~/~~~Rjb~~c~~ss~~~.BE PERMinED TO BE BURIED I!OHIZONTALLY IN A TRENCH 1 Ill I 1T AREA A7 I I -_I_ --~~ -:-I I I I 21. YIE PERIMETER FENCE, ROADWAY LIGHT POLES AND FOUNDATIONS INTO PlANT GROUND I '!I -ftll/~,:~::.,;c_::\\"""~~.b_~Jt-l."' """'~ -'I r~ 'I"Vv·~~~~T~1r--~-~~~~~~=ikT"""1 }-~f----H--1+-~--~~:;;,7--} -A-:-J:;/;~'1-7' -+f/1-ll-1 -'-1 ---~~'-'·_ --~---_-_---_-I I I ~ AREA-AS ~~ L_rr-lb'JI,-1 lb -l.JI ll ..JI IL ;;II I./ 0_ I 1 ~ ~ : B ~ (4~ 4s-ol) ":::i:=========~'::::::::;:// AREA-F8 'I. I < ! AREA-88 AREA-C8 IAREA-08 AREA-E~ I (~~-0 1 ) I ~~~~;'~~~-~--~""'~ ... ~.~~~~.~-~·!!~~~~-~~~,~·,~~~-~:~·~'~.~~~J~~:~~~~.~-~-~~~'~''~-~··~~~~·~ .. ~~!~'·t~~ .. ~--~·~~~~~,~·~,,~,~~~~~~:.~ .. ~==~!1~~~~~~~~~<·~:.~,~-~::~:~-~·-~-~~.~!~;,t~.~~~~~~~ ~~~---~======~~~!~~·------------------------~~~\il_ __ __ lN. ~~s·-o• ·~-------------- L_--·-----~-·---··-·---·------ 3' -Ok RADIUS \ #4/0 AWG. (BARE)_J BURIED AT El. (-)2'-0H I L ~QIE:E£ DRAWING 2033-201-40--EI.-4300-01 GROUNDING & UGHTING INDEX. 2: SEE DRAWING 2033-201-40-£L-4.103-0l FOR KEY PLAN. _j_ MATCHUNE DWG. --Nol_!323-.;0..;.1 __ (1YP.) (7\ DET. #4/0 AWG. (BARE) A BURIED AT El. (-)~ I _j ~ SPACE GROUND RODS (TYP.) /AT 25'-0" ON CENTER EL-4360 (APPROX) EL-4355~05) SH. ---~ - _ --- (TYP.) f5\ DET. EL-4360~ SH. \_ ~~--~ I -~ ~ --,;~ #2 AWG. (GREEN) ~ ---e----T.·L -+-+-'v_·----'-L1 ~,;;:~~' ,,~:;jo~ ~~' --...... I"T "~ ·-~R (1 -T [==fTI~'======:=t=tl~~~~·~LP~1-14-04AB~ -------------------------------------------------------~-~ .. I"~ h' EL. 15j'':... ' il / ) I' 1 1 Iii ! '-· ~~ i #2 AWG. (GREEN) I il ( / : I ,_bl ,! LP1 14-04 li fl I I i I (i ..... J [I I I ikl= :=rr1 <h II i I ! lr I ! I f--#4/0 AWG. (BARE) ~.-I I 7, __ ":m·· I II BUR;EO AT EL. (-)2·-o· I'! I , .-1--A IL-t~~:Jiq j 1 1 I "li i.! (·"·"·" ~ I! -dJ [I I I jl -' II I I Iii,· ~n--r-rr I i-1 1-LN 1= '-1 1 ~12 AWG. (GREEN) c~-~-· i--l h-ir11 ·-r-·fr-1 A, 1/ BURIED AT EL. (-)2'-0" II I tj[-f J ~ ( II (rrP) 11 I l"-: j,-#2 AWG (GREEN) II MBD-1 040 GAS SEPARATOR II II I I I I I F' ./ I 0 I V) V) V) " 0 z '-' 3 0 w z :::; I u ~ "' n~~ ~-~~~{i l ~~~~= ,_,~•.\ !~·1-H L h ~ ##22~A:wo~·~<o:•:EE~N)~-----------':Mii.lEJ]E'l __________ _._ T_lu ·~ [~l :1 ,-r:.., r:1' ~~-r /~ I' LIOU~goSE~~~;TOR l 'i. c:: [i'r I r [I til! II~ _ ---.1..!'!"'-!!-ll;-~~-- -, ,,._,. (i' :I! :..,.1,."-1 ·---:i ...J.-----\\ MATCHUNE OWG. No. 4338-01 c B \...0 I I I m!iiiEil1ilD-<I> I I I I I I JUNCTION BOX DCJB-1040 \...0 I I I <1>--cmm!ID I I I I I I ~ PEliCAN ~~IHENEAGY CONSUlTANTS ll< C0\1NGT00, LA • METAIRI!-:, LA 1. All C1a..E SHEl..OS ro BE TNe:l a:F' Ct< flEW a:MCE 00. 2. J..NC'!I()>I Be»< to BE ~~ ES-U24Q!HXP, W'IH ST. ST. Hta:S, UCUfllNG WQS. I.N.IalO NMER.AlE. W:TH 2-2" 1m 6-1-1/2" ()(U)IJT a=etNGS H ll£ 00Tlt),l, AN) 8-1-1/2" <XJWT <:f'mNGS 00 EN;H SOC All a:'ENINGS lO BE SlJ"PPJED WlH &1. HJ. f'UJGS. l. Tal:WII\!.41.,. aC0<: Pf-E(H'X ~102 nf'E UT4. CHEVRON NORTH AMERICA E&P PICEANCE FJELD DEVELOPMENT-CPF GAS SEPARATOR (MBD-1040) JUNCTION SOX (OCJB-1040) 1 I 2 I J I 4 5 I 6 I 7 I 8 SYMBOL LEGEND J.EQl1ill SYMBOL I I ~ ' • I DEVICE JUNCTION BOX ! I ,·~ rl F "I ' ' I -f-- E T'"T F1 E lE ( i ~'-. ~ ~ = 01~0 I h~f :~ @ I 0 1-I ~SPARE (PLUG) f--0 I :~ ~~ I /' t ~~ ~ ~ I II " I I -" '<'· •' •• , I<)>)' I~ I I ;,f . ._? •. ··;,.w\ A. (;· •• ~ 10 I 1--- L _: II o: v o_-. "'il D 11 u:::::; ".1--•.\11 D II I ~/I ~ ·~ 1---f. ·<: 1 \11•0 II ~ ~~II ,, ::ii!: 4730 z: /I ~·.~A~ I I ( I ~ o;,·.,, .... h .. joe>/0 I IV ~ (;.' .. .. i' E ~ ~~ \, ~. s ........ o" 1-S'tON!\L"C.V' f--fl lA ~ I ~~~ ·-1-·-~-1--- JJoJ~J~ lll I Nit r ! ~~ c ~ L500_,~ 2 PL.) c I@ @ I~ 1-~~~ fxl I )s;2 I f- d:,::d, )CJB-1040) PANEL ,~j40~ \c 12" . CABLE TRAY R'OM ROXTEC ELECTRICAL PENETHATION lli.hlllJ,LMENT LOCATioN EkAN ELE:CTRICAL PENEffiA "TION (1 @ A(S008000D00121, TO DCJB-1040 AND 1 @ ~1AWK0001201021, B sc.>u:: l/2'~!·-o· LP·-1040 2 © A1ASPoomzooo21, B 12 @ ~IRM20 MODULE, 8 © #RM30 MODULE, 5 © #RM40 MODULE, 2 @ #fiM60 MODULE.) 1-f-- !:>~~ l)(i) CHEVRON NORTH AMERICA E&P PICEANCE F!ELCi DEVELOPMENT CPF GAS SEPARATOR (MBD 1040) A -~~ lr-GTRUMENT LOCAllON PLAI'./ A I I··· rEUCAN f--wrs I •/7 /08 " ·I ~ENEf!GY I W, CONSULTANTS llC R1 II RF: I " CO\ONGTON, LA • MET,\!RIE, LA f....,.-c80208 I" I I I 2 3 I 4 5 I 6 I 7 J. 8 ..