records.garfield-county.com€¦ · i garfield county building & planning department 108 8th...

I

Garfield County Building & Planning Department

108 8th Street, Suite#401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fu: 970-384-3470

Inspection Line: 970·384-5003

Building Permit No. 11223

Parcel No:

Locality:

Job Address: ·---···-------- 270~t:;Jear C[(lek Rd, De~eque

Use of Building: ______________ L.iquid Separator Ski9_Building _____ _

Owner:

Contractor:

Fees:

Clerk:

Plan Check:

Bldg Permit:

Chevron USA ----·---------···

Elkhorn Construction Inc

$ 81.41

125.25

Septic:

other Fees:

Total Fees: $ 206.66 ·-·~-----·~·"--

Date: 2/4/2008 I

D

GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Stree~ Suite 401, Glenwood Springs, Co 81601

Phone: 970-945-82121 Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield-county.com

at the assessors office 970-945-9134)

of modular unit, and utility hookups

D

~ This application for a Building Pennit must be signed by the Owner of the property, described above, or an authorized agenl If the signature below is not that of the Owner, a separate lener of authority, signed by the Owner, must be provided with this Application.

I .ega! As.cess. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department Other Permits. Multiple separate pl}nnits may be required: (1) State Electrical Pennit, (2) County ISDS Permit, (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 Pennit becomes null and void if the work authorized is not oonuneneed within 180 days of the date ofissuance and if work is suspended or abandoned for a period of 180

days after cmrnnencement. CERTIFICATION

I hereby certify that I have read this Application and that the information contained above is true and comx:t. I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to ae<:uracy, Assuming completeness of the submittals and approval of this Application, a Building Permit wiU bll issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the BW!ding Depamnent. In consideration of the issuance of the Building Permit, I agree that land my agents will comply with provisions of any federal, state or lo<lallaw regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations {County Regulation(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. I hereby grant permission to the Buildmg Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure{s) or fucility(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 work by lhe Building Department do not constitute an acceptance ofresponsibility or liability by the CQunty ofen:ors, Qmissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE TIIAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE:

Special Conditions:

Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees:

5i::J4o.ao 81.1 i {25-25 ISDSFee: Total Fees:

2-ew.&6 Egbfj _3({? k'3"q~:; (J) I!J ~~~:

~ & Issued Date:

Setbacks: OCCGroup: ConstType: Zoning:

BL\\{EPT: ~ ~ PLNGDEPT: <

lj 0()!_ WfYj_ ~\~~~\ 1/~(.~ APPRo'#fff"\-.~ ~~~\ DATE APPROV ' DATE

l0;_0( - ·~ ~d'/'-~.12

VALUATION FEE DETERMINATION

Applicant Address Date

Chevron U.S.A. Inc. Subdivision 2700 Clear Creek Road, De Beque, CO Lot/Block _____________ Contractor

Finished {1ivable Area}: Main sq. It

Upper sq. It

Lower sq.ft

Other sq.ft X $74.68

Total Square Feet 0 sq.ft Valuation

Basement: Unfinished sq.lt X $41.00 Conversion of Unfinished to Finished sq. It X $33.68

Total Valuation

Garage: sq.ftX $18.00

Carport: sq.ft X $12.00

Total Valuation

Crawl Space sq. It X $9.00

Total Valuation

Decks/ Patios Covered sq.ftX $24.00

Open sq.ft X $12.00

Total Valuation

Commercial Type of Construction:

Occupancy: Modular set fee 560 sf X $9.00

sf X sf X sf X sf X sf X

Valuation

Total Valuation

Liquid 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- Liquid Separator Skid

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.

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:

1. 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 proj· ect --- ISDS will be permitted with

permanent restroom bu1!dmg

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?

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Yes __ _ No Not necessary for this project X 1808 wilt 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? Yes x No Not necessary for this project __

7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes_x_ No__ Not necessary for this project __

8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes__ No__ Not necessary for project_x_

9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes__ 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 __

II. 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 __

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16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between tbe 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 natural light and ventilation for all habitable rooms? Yes__ No__ Not necessary for this project_x_

Do tbe 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 tbis 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 __

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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 grflj~et x Restrooms located at separate facility -- -- Uillng

Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this ~rej8Gt 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 -- --

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36. Are you aware that you must call in for an inspection by 3:30 tbe 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 625-8601. 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./;~ f--. dw~ Date I /r:; /o 9 '4

Phone:.z'B'I-$"2'/- 715:;-(days); 2'3'/-77 fo- 12 95"" (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

August 29, 2007

Mr. Fred Jartnan, Director Garfield County Building; & Plamung Department 108 gth Street, Suite 40.1 Glenwood Springs, CO 81601

Re: Authorization to. Represent Chevron-

Ja.tnes S~. Talbot Senior CoUns·el

Sally Cuffin, Washington Group International Inc.

Deat Mr, Bean:

law Department North America ExJ)Ioratitiil and Produ<;tion Company 11111 S. Wilcrest #N2Q06 Houston, Texas 77099·4397 Tel 281·561·3536 Fax 281·561·3515 [email protected]

Chevron U.S.A. Inc, (Chevron) has retained the services ofSally Cuffrt1 of the Washington Group International Inc.. Ms. Cuffin will represent Chevron in facility pertnitting for our Piceance Project in Garfield County, a role in which she will prepare and submit Special Use Pertnit Applications, ISDS, building, grading, pipeli11e, road crossing and other rl)utine construction related applications and infortnation on behalf of Chevron. Ms. Cuffin is also. authorized to participate in dis.cussions b.t1fore appointed and elected boards regarding; the vmious applications, however at such meetings, her authority to legally bind Chevron is limited to the tem1s set forth in the Pennit Applications or other written documents filed on our behalf.

Sincerely,

cc: Nicole Jo!mson 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 <[email protected]> Sent: Thursday, November 06,2008 12:48 PM To: [email protected] <[email protected]> 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 ofT om Creek and Clear Creek).

Let me know if you have questions.

Thanks!

Sally Cuffin

(303) 843-2219

(303) 526-6514 (cell)

No. ----------~11~2~2~3~--- Assessor's Parcel No. 2139-163-00-014.

Date 2/4/2009

rl:U.IU .. DBNC!l PERMIT CARD

Job Address __ _,2...,7_,0"'-0-"c"'le""a,_r_,c""'re"-'e'-"k'-'r_,d.._. ""'D"'e B,.,;e!i<.!qot>u..,e,__ ___ ___c. ____________________ _

Owner Chevron USA Address 11118. Wilcrest dr, Houston Phl>4:l~# 281-561-4991

Contractor Elkhorn Constrution Address 2181 45 1/2 rd, De Begue PI!PbmJl # 970-283-1009

Setbacks: Front _____ Rear _____ RH _____ LH _____ Zoning _____ __

Liquid separator skid building

Soils Test -.....,.---.-7'1----::---;;:----:-----Footing :2,./?J::~~ Foundation i-J:0-d.(.Jfih1 Grout __ ...__ _________ ___

Underground Plumbing ------Rough Plumbing ----------Framing ____________ _

Insulation ---------------Roofing---------------,-----Drywall ____________ _

Gas Piping--------------

INSPECTIONS

NOTES

Weatherproofing ___________ _ Mechanical _______________ _

Electrical Rough (State) --;;;r--.,.,.--,--;..-:-:;.------Eiectrical Final (State) 2-fi'-!o(;df._ Final .2.d1--IO /Checklist CollJ.p~teci/ /Oii.( Certificate Occupancy# (/i4:j_b .

Date ISSUBO 2· N•lD ' Septic System # _________________ _

Date --------------Final ____________ _

Other ----------------:-------

(continue on back)

UIL INGP GARFIELD COUNTY, COLORADO

INSPECTION WilL NOT B!E MADE UNI!..ESS HilS CI\RD IS POSTED ON THE JOB

IT

Date Issued ~..:=-"""_4,_~_0_Cf_._ _______ PermitNo.__/_~-------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_~(/IY4"d S~'D'Jlir "S141el I!1_M,.U..,d=~~----------Address or Legal DescriptionAW cJt:(Jf" C~/it (t:lf I ~IJ!:.f!i""-=lfe.-"'---=-------

Owner CJJ~t,.ctPJ..,'fJt,.,IJ'""t1'-'-""~'!""-'"-------- Contractor 7i/Jt !txJlf)..,__.~,._,~""'-"""'-'6"-----Building PermitType _ _.UfJ""""Ifi."""'IIYJ"'"'-~"".....,=•lb',_/,"'---------------------

This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection

INSPECTION RECORD Footing

?~ ok Driveway

2•11-0"f IOrvL Foundation I Grouting Insulation

;2 -)-o -o9i?m Underground Plumbing Drywall

Rough Plumbing Electric FhraO)I (by State Inspector)

{Prior to Final) J- ?f-tO fly

Rough Mechanical Septic Final

Gas Piping FINAL

M1l1 J_- I 1-10

Electric Rough (by State inspector) {You Must Call For Final Inspection)

(Prior to Framing) Notes

Framing

(to include Roof in place & Windows & Doors installed & Firestopping in place)

THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Ofiice 970-945-8212

1 08 8~h Street, Suite 401 Gienwood SprnngsT Colorado 81601

DO NOT DESTROY THIS CAR~D

· By TJoN~~tJ, !!J!r PROTECT PERMIT FROM WEATHER AMA

(DO NOT LAMINATE)

2

3

4

5

6

. 7

CHEVRON PRODUCTION FACILITY PICEANCE BASIN DEVELOPMENT GARFIELD COUNTY, COLORADO

LIQUID SEPARATOR SKID BLDG. MBD-1075 (PRE-FABRICATED BUILDING CONSTRUCTED BY J. W WILLIAMS)

RIO BLANCO COUNTY

I L -- ~~1te-~- . ~ Township SS Range 98W Section \ ,_.1 i\\ ::::1! .-..... ~----->......

Rifle Sill

GARFIELD COUNTY

New Castle II

lw L --~~) Parachute 1 a

C):INITY MAP

r

DeBeque Exit 62

MES_A_----------- _j;::) COUNTY PITKIN COUNTY

~

' ... "' '

"-sEE VENDOR DRAWINGS FOR PRE-FAB BUilDING~ ~

FOR STAIR AND HANDRAIL DETAILS~ SEE OWG. 2033-30-Cl-1109-XX

r; ,.!; ·~~~~""~'";r,~;"0~~~~~:i; · · ~~ ~··i·~~~c.: .. , .·,i~ · I 37'-10" l ,s·-,o~ I

E9BUILDING ELEVATIONS NTS

PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FACILITIES SECTION 36, T5S, R98W, 6TH PM

W 1/4 CORNER SECTION 36, T5S, R98W _.. FOUND STONE W/POST ~ "!:'s

"''"'· ·~::'i.

""

LEGAL DESCRIPTION:

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 NORTHWEST CORNER OF SAID SECTION 36 BEARS N00'04'39"W A DISTANCE OF 264-3.38 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 N68'48'5.3"E A DISTANCE OF 740.3.3 FEET: THENCE S25'11'.30HE 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, THE PURPOSE OF THE ABOVE LEGAL DESCRIPTION WAS TO DESCRIBE THE PERIMETER AND AREA WITHIN CHEVRON PROPERTY FOR THE PROPOSED SKINNER RIDGE CENTRAL COMPRESSION FACILITY.

2) THE CENTRAL fACIUTlES EQUIPMENT ARRANGEMENT AS SHOWN ABOVE WAS PREPARED BY URS - WASHINGTON DIVISION PER PLAN PBSR-59836AVf-CIV-LAY-URS-00000-00D05-00, REV 0, DATED APRIL 22, 2008.

1~' 0 ·~·

~-- I GRAPHIC SCALE IN FEET I INCtl ~ 1SO fW

SURVEYOR'S CERTIFICATE I, George R. Bouer: o Professional Lond Surveyor in the Stote of Colorado do hereby certify thot this Survey wos mode under my direct supervision, ond thot this Site Pion represents soid Survey.

COLORADO P.LS. 27925

F'IOIEF'A!OIIiiD 1"0101, Ci-!liiYI::<ON U.S.A INC.

COI\Ii!>TI'I!UCTION i!>UI'I!VS'Ti'>, INC. Oii:'l2 i!>UNI'I!Ii!>E 6L. YD. PBSR-59838AVF-CIV-SRV-CSI-00000-00001-U02

i!>IL. T, CO 61~!02 DRAWN BY: BLM CHECKED BY: GRB PWO:CHEVRON CENTRAL-fACILllES DATE:04 29 08 SCALE: 1" = 150' SHEET: 1 Of' 1

Group W Engineering, Bnc. 871 South Dudley Street lakewood, CO 80226 (303) 969-9774

Structural Calculations GWE Project #0823

For: J.W. Williams, Inc.

Piceance Development Project

MBD-1075 Liquid Separator Skid

)

Company Address

City, State Phone other

Group W Engineering

871 S. Dudley St Lakewood, CO

303-969-9774 groupwengialaol.com

JOB TITLE Chevron MBD-1075 & 1040

JOB NO. 0823 SHEET NO. I CALCULATED SY~E~C:=::_------ DATE --9/2Ji58

CHECKED BY WGR DATE

W\\-W,s1ruware.Col11

STRUCTURAL CALCULATIONS

FOR

Chevron MBD~1075,

)

Company Address


Code Search

I. Code: International Building Code 2003

11. Occupancy:

Occupancy Group = Hi. High-Hazard

Ill. Type of Construction:

Fire Rating: Roof= O.Ohr Floor= 0.0 hr

IV. Live Loads: Roof angle (~) 1.14/12 5.4 deg Roof 0 to 200 sf: 20 psf

JOB TITLE ChevronMBD-1075

JOB NO. ~~-----SHEET NO. _:.lA'-'--:c;=c-CALCULATED BY DATE 9/2/08

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 Mechanical 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. futernal pressure Building length (L) Least width (B) Kh case 1 Kh case 2

us./ 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 (Kztl Topography 2D Escarpment

15. J f\ 25.0 f\

Hill Height (H) Half Hill Length (Lh) Actual H!Lh UseH/Lh ModifiedLh From top of crest: x= Bldg up/down wind?

H!Lh= 0.50 x/Lh = 0.89 z/Lh = 0.50

At Mean Roo fl-It:

0.60 0.50

30.2 f\ 27.0 f\

downwind

Kzt = (l+K1K2K3)'2 =

0.425 0.776 0.289

!.200 20 RIDGE or 30 AXISYMMETRICAL HILL

Company Address


Transverse Direction.

Kz=Kh= Base pressure (qh) =

GCpi=

0.85 (case 1) 17.2 psf +1-0: \8

JOB TITLE Chevron MBD-1 075 & 1040

JOB NO. _::0_::82::::3c_ _____ SHEET NO. 2 CALGULA TED BY EC DATE 9/2/08 _ _.:::.:::.:::::_

CHECKED BY WGR DATE

Longitudin~l Direction

Edge Strip (a) End Zone (2a) Zone.2.length =

Torsional loads are 25% of zones l - 4. See code for loading diagram

.·

3.0 ft 6.0 ft 7.0 it

Transverse Direction Longitudinal Direction pcrpendicUlnr 0 .. 5.4 tl~g Parallel e 0.0 deg

Surface GCpf w/-GCpi w/+GCpi GCpf w/~GCpi w/+GCpi

I 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 -0.27 -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

Wind Sur:l'ace pressures (psf)

1 10:1 3.9 10.0 3.8 2 -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 -·

IE ( 13J-(,xl~ 7.5 ~)U.)61&1.4 .C..0NS G/ZV<TT• V:~'-)" 2E -15.3 -21.6 -15.3 -21.6 P.t:st G-Jv.Si) 1'011-3E -6rl'\ -12.3 -6.0 -12.2 4E 6v)es -10.6 /-4:~u)o :;' -10.5 lio P<>F VJuJ QuJl)fZ z.c.

'---" 5 p;;p LG~EW1?l-IJ IEP.t7!{1..(?" Sv!'tP4tf e.>.Jlifi<> $V;1nrc.6 /IJ 5oTif P 1 flBI:.(I ot1.15;.

WlNDWJ\11.D

Windward roof overhangs: -11.7 psf (upward) add to windward roof pressure

0\1ER.HANG ffi WH'IDWP.RDROOF

. l 1 l l l l l I LEEWARDRCDF _________ tt !lt! tJ

~~~~ Parapet

Wind\vard parapet: 31.5 psf (GCpn=+1.8) -19.3 psf (GCpn = -1.1) Leeward parapet:

Horizontal MWFRS Simple Diaphragm ·Pressures (psD 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 directjon (parallel to L) Interior Zone: Wall 11.9 psf

End Zone: Wail 17.9 psf

TR.A..l'TSVE:RSE ELEVATION

ffi VIINOWJ>.RDROOf

t t l l t ! I ,'-'f'f'f't'f) VERTJCi',L

LONGITtTDD.-TALELEVATION

)

Vii. Snow Loads :

Company Address


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 Roof Ground Snow Load Importance 9tegmy Importance Factor Tbennal Factor Exposure Factor

Pg ~ 65.0 psf ]]]

I = 1.1 Ct = 1.10 Ce = 0.9

Pf= 0.7"'Ce*Ct*l*Pg Pfmin

Flat Roof Snow Load Pf =

Rain on Snqw 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 IvfBD-1075 & 1040

JOB NO. 0823 cALCt,JlATED.BY EC

CHECKED BY WGR

Terrain A B c D

Above treeline Alaska~no trees

SHEET NO.

DATE DATE

EXposure Factor, ·Ce

3 9/2108_

Exposure of roof Fully Partiallv Sheltered

nfa 1.1 1.3 0.9 1.0 1.2 0.9 1.0 1.1 0.8 0.9 1.0 0.7 0.8 nfa 0.7 0.8 nfa

Design Roof Snow Load {Ps) 49.5 psf ("balanced" snow load) NOTE; Alternate spans of continuous beams and other areas shall be loaded with half the design roof snow load so_as to produce the g~:eatest possible effect~ see code.

Building Official Minimum 49.5 psf

Unbalanced Snow Loads~ for Hip & Gable roofS' only 70/W+O.S

Windward snow Joad = Leeward snow load =

l05deg Unbalanced snow loads are not required 49.Spsf

Leeward Snow Drifts~ from adjacent higher roof Upperrooflength 1u =

Projection height h = Building separation s = Adjacent structure ·factor Snow density Y = Balanced snow height hb =

he~

49.5 psf

O.Oft O.Oft O.Oft l.UO

22.5 pcf 2.21 ft

-2.21 ft hclhb <0.2 ~ -1.0

Drift height

Therefore, no drift

Drift width Surchar~e load:

hd = w=

pd ~ g'hd~

0.00 ft -17.66·ft

OoO psf

Windward Snow Drifts .. Against walls. paraoets. etc more than 15' long-·

Building roof length lu - 0.0 .ft Projection heiJ;ht h = 0.0 ft Snow density "( = 22.5 pcf Balanced-snow height hb = - 2.2.1 ft

hclbb <0.2 ~ -1.0

Drift height Drift width Surcharge load:

he = -2.21 ft Therefore, no drift

hd = w=

pd = g'hd=

6,oo ft -!7.66 ft 0.0 psf

h

)

JoB TITLE Chevron MBD~ 1075 & l 040 Company Address


JOB NO, 0823 SHEET NO. ____ _:4::_ CALCULATEDBY~E;';Co:=-------- DATE 9/2/08

----"'= CHECKED BY WGR DATE

VI. Seismic Loads: IBC 2003

Seismic Use GrOup: Importance Factor (I):

Site Class:

Ss (0.2 see)= Sl (!.Osee)=

Fa=

Fv=

1.496

2.400

Il 1.25

D

38.00,%g 9.00 %g.

Seismic Design Category "" C

Number of Stories: Stmcture Type: Not applicable

Plan Structural Irregularities: No plan Irregularity

Vertical Structural Irregularities: No vertic~llrregularity

Flexible Diaphragms: Yes

Sms= Sml =

Building System: Building Frame Systems

0.568

0.216

Sds =

Sd1 =

Seismic resisting system: Ordinary steel concentrically brnceJ} frames

System Building Height Limit: Height not linrlted Actual Building Height (bn) = 14.0 ft

DESIGN COEWJCIEN'J'S AND FACI'ORS

Response Modification Factor (R) = System Over..Strength Facto.r (Qo) =

Deflection Amplification Factor (Cd) = Sds~

Sdl ~

5 2

4.5 0.379 0.144

JBCi003 Simplified Analysis

5 2

4.5

Code Reference Section for Detailing: AISC Seismic Section 14 Seismic Load Eflbct (E)- p Q, +/- 0.2Sp8D

·Special Seismic Load Effect (Em)= Qo Q, +/- 0.2Sos D - p Q, +/= 2.0 Q, +/-

PERMITTED ANALYTICAL PROCEDURES

Index Force Analysis (Seismic Catego>:y A only)

Shnplified Analysis Method Not Permitted

Equivalent Lateral~ Force Analysis Buildin8 period coef. (Cr) =

Approx fundamental period (Ta) ~ User calculated fundamental period (T) =-

Seismic response coef. (Cs).= need· not exceed -Cs =

but not less than Cs = USECs=

• Pennitted 0.020

Crh:=

Sdsl/R =

Sd!l/RT=

0.044Sdsl =

Method Not Penuitted

0.145 sec 0 sec

0.095 0.249

0.021 0.095

x.=0.75

0.379

0.144

Design Category ==

Design Category=·

0.076D 0.076D

p = redundancy coefficient Qs = horizontal seismic force D=deadload

CQ = !.61 Tmax = CuTa = 0.233

UseT= 0.145

Design Base Shear V ~ 0.09SW (..PN'5G'f/,v(fT11)fL.. !.{

Model, Linear & tionlinenr Response Analysis -Permitted (see code for procedure) U:'>GD \) '= 0. / 0'

ALLOWABLE STORY DRli'I'

Stmcture Type: All other strucnues

Allowable story drift= 0.015hsx where hsx is the story height below level x

c c

)

)

Company Address


Group \V Engineeri11g, Inc. 87 IS. Dudley St. Lakewood, CO 80226 303-969-9774 [email protected]

JOB TITLE Chevron MBD-1075 & 1040

JOB NO. 0823 CALCULATEOBY~E~C~-----------

CHECKED BY WGR

CODE SUMI\'LO-RY

Intemarionn! 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: I 2 psf

Floor Stairs & Exitways Balcony I Deck Mechanical Partitions

Dead Loads:

Floor Roof

Roof Snow Loads:

Design Roof Snow load Flat Roof SnoW Load Snow Exposure Factor Importance Factor Thermal Factor Ground Snow LOad Rain 011 Snow Surcharge Sloped-roof Factor

Wind Design Data:

Basic Wmd speed Mean RoofHt (h) Building Category Importance Factor Exposure Category Enclosure Classif. Internal pressure Coef. Directionality (Kd)

Earthguake Design Data:

Seismic Use- Group : Importance Factor Mapped spectral response

accelerations Site Cinss Spectral Respons~ Coef.

Seism\c Design. Category Basic Structural System

·Seismic Resistihg System-Desig11 Base Shear ~eismic Response Coef. Response ModifiCation Factor

Analysis Procedure

250 psf 100 psf

NIA

NIA

82.4 psf 6.8 psf

Pf = Ce =

I = Ct= pg_ ":

Cs =

90mpb 14.0 ft

IV iJ5

c Enclosed .Building

+/-0,18 0.85

I = Ss =

SI -

Sds = Sd! ~

49.5 psf I 49.5 psf

0.90 1.!0 1.!0

65.0 psf 0.0 psf

!.00

u !.25

38.00 %g 9.00. %g

D 0.379 O.I44

c = Building Frame §ystems = Ordinary steel' concentrically braced frames

V= 0.09SW Cs = 0.095 R= 5

= Equivalent Lateral-Force A11alysis

SHEET N0. ___ =~5

DATE _ _;9'-'i2J:::Ooc8 DATE

www.struware.com

)

)

Company Group W Engineering,. Inc. JOB TITLE Chevron MBD~l075 & 1040 Address 87 lS. Dudley St.

City, Siaie Phone other

Lake,vood, CO 80226 303-969-9774 group\[email protected]

JOB NO. 0823 CALCULATED BY ~Eo;.C;=------

CHECKED BY WGR

CODE SUMlvlARY- continued

Component and cladding wind pressures

Roof

C&C<90 feet

·Area

Negative Zone 1 Negative Zone 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

Surface Pressure (psf) 10 sf 50 sf 100 sf

-20.3 -19.1 -18.6 -34.1 -25.7 -22.1 -51.4 -30.9 -22.1 10.0 10.0 ]0.0

-29.3 -28.1 -27.6 -48.3 -24.2 -]3.8

Surface Pressure (psf) IOsf JOOsf 500sf

-20.2 -17.4 ;45:5 ') -24.8 -19.3 "·45.5--/ 18.6 15.9 -:j,j])

SHEET NO. --=-:;:';:-5 A DATE 9/'}}08

DATE

www.stroware.com

(

'

)

D2re Checked Chocked By Job Number By

,zr:.._ Project

MBO~ 'Q-:1-?' J., i ~

.. -~. '(' ~,, f':T~; .. ~":· ::.;, ~-c~:1,( n,-t!7~t:i;

' ~ . {.~:114.;:::_~ !, _,. •• , .-::.·

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' "\ ' Lb lF-,· ·'

Date Calc. No. Sheer No.

cn/;ii~J? _t--~

Subject

\ SF='P f'r 12 ft'T Of:< ! !0•.) \ \) I.

.

)

)

Dare Checked Ched::ed By JobNumbe.r

Project

.. ;·. ; . _;....,.

i,./) f; 0 J:"

LOA-D A. P-PLte: D t!'--..J f>l\0 DeL-

By Dare

F(

Sub jeer

_,.. I • r_of\D= ~-r x tT 1

(?>s,o_. o!

Calc. No. Sheer No.

To AcwuPT tt-'fL fV\.!SC. P' ?t:='";:}

·,jd-1 ')CC , ..... ,..-' , '-· vJ _. •,::...· .... ~

'1--':"o f'l ( Z'lSFr:Ao.Gt-?;=)(9: Z.b'rr) ( 0/2>5 IC>.~ ~ 5~./1<( rf' '? 3cr.:r11 .0e:6 trBoul5

/ . . · _,.. :. Ok

- (50-I krp ? 4-0:/K. - . _ _ _ ; • oK L-- -( S bF SliCCTforJ G

.t-op ... _ Lt'ET !r·._Jr:7\ P1 Pt r){f'> L..-of::t) /:·S::..•.Jf'./.8 Nr:.) -

! t'\1·1•''' --• \,<;I, ., ' ,_..· I

:::-z4-oS K ) 14- &K :. QJ.<.

L__:__ _________ ...;.._:__ ____ ....L__~----

. ,oads; BLC .l, OL(bldg)

1,~3=-ro::.u::.!p::_:_W:_:·_:E::.n;.;;g~in:.:.e:..:e:.:.ri.:.:n;cg __

EC 0823

MBD- 1075 (Operating)

1 i

~I ~ 'I L

Sept?, 2008 at 12:24 PM

Operating Loads - 1 075.r3d

)

'ads: BLC 2, SL (bldg}

r3roup W. Engineering

EC

0823

MBD ~ 1075 (Operating)

Sept?, 2008 at 12:24 PM


1ads: BLC_ 3. OL (piping+llquid)

/~ou.cp...:W:.:..:... =En:.:;g~in.:ce...:e...:ri...:ng"--j EC 0823


3 <;(J l-?si" p tfli/V b., (._gk-r:)

Sept 7, 2008 at 12:25 PM Operating Loads • 1 075.r3d

l

.oads: BLC 4, LL(DeckUve)

,.3roup W. Engineering

EC

0823

MBD • 1075 (Operating)

Sept 7, 2008 at 12:25 PM

Operating Loads. t075.r3d

y

,Asi, ! X

)

i

)

Loads: BLC 5, SelfWeight

; Group W. Engineering.

EC

0823


Sept 7, 2008 at 12:25 PM


)

I

)

i ·I

L--·~' ;:--:,.,.----~--=--------i;;:--------..l,\

.pads; BLC 6, Wind(Transv.)

13roup W. Engineering

EC

0823


Sept 7, 2008 at 12:26 PM

Operating Loads • 1 075.r3d

A:, )()Sl. I

I z X I

)

I

/ . oads: BLC 7. Wmd(Lon !j1.)

1 lroup W. Engineering

EC 0823

MBD- 1075 (Operating}

Sept?, 2008 at 12:27PM

Operating Loads -1075.r3d

i '

I y I 4il· Z X

)

loads: BLC 8, Seismic(Transv .) So!ullon: Envelope

/3roup W. Engineering

EC

9823

MBD - 1075 (Operating)

Sept 7, 2008 at 1:02 PM


)

I

)

1 .oads: BLC 9, Seism!c(Longit.) olu!ion: Envelope


EC 0823


~--At• D.' L. ~~) V-/ 561SN\\C..

~-::on_.c..e; e:;:;;

Sept 7, 2008 at 1 :02 PM Operating Loads • 1 075.r3d

r-----v ~~ ------~------~-~

~xi z

)

)

:Oiullon: En~telope

13roup w. Engineering MBD- 1075 (Operating)

EC 0823

!. I/

/I I !

I

Sept 7, 2008 at 12:29 PM

0 eratlng Loads-1075.r3d p .

)

)

Solulion: Envelope

J3roup W. Engineering

EC 0823

MBD • 1075 (Operating)

Sept 7, 2008 at 12:30 PM

Operating Loads • 1 075.r3d

I Ail I z X I

}

Solullon: Envelope

Group W. Engineering

EC

0823

.... ,:- rJk, •• ¥- ··-:::>·· ,I "-. -···


Sept 7, 2008 at 12:30 PM

Operating Loads -1075.r3d

Company Group W. Engineering Designer EC Job Number 0823

) Basic Load Cases


Sept 7, 2008 1 :03 PM Checked By:

Rl r, I X (.;re .. V r,., Z Grav . Joint Point nlohih . I .

1 m blda nl 14 ···2''. . ' • .. o;C: ... bide' . . : >'•··•./eo :'< '····'' . ~~ ·. · · <in/ P:'"'·'' ,.

.~· . .~~'i;4;d\ : .. · , .... . · .. · .

. i

···~" ,, ••. t···' '·. ·' ·• : . ··s '·''· ,.:' · ... · . . ··· .. ·, . ::.'':.>:;;·• ·r:·2:r J. ''':':'

2

~····· .. , .. 80

Load Combinations

Company Designer . Job Number :

Group W. Engineering EC 0823 MBD · 1075 (Operating)

Sept 7M2oos 1:03 p Checked By:

Company Designer Job Number

Group W. Engineering EC 0823 MBD - 1075 (Operating)

RISA-3D Version 7.1.1 [C:\Persona~Bill Rose\Chevron 1 075\0perating Loads - 1 075.r3d]

Sept 7, 2008 1:03PM Checked By:

Page29


Group W. Engineering EC. 0823 MBD - 1075 (Operating)

) Envelooe AISC ASD Steel Code Checks (Continued)


Page 30


Group W. Engineering EC 0823 MBD - i 075 (Operating)

Sept 7t ?008 i :03 PIVJ Checked By:

Page 31

)



RISA-3DVersion 7.1.1 [C:\Personai\Bill Rose\Chevron 1 075\0perating Loads - 1 075.r3d]


Page 32

Company Designer Job !'lumber


) Joint Coordinates and Temperatures (Continued) Label l<rftl v fft 7 rft:

81 21.17 1::! R 14 i'Ulitll"'::,•:,:. -.,.:,,;: ··· '.'·{';c_··'···. f":J:C•.'·<:.''28)'• ' ·, · . .' f'.<,:·c;,···''·l4 ·' ·· ·

)'

.~

n

Sept?, 2008 1:03PM Checked By:

. (]' .•. '{'1 .•. ·· . •i'(if'·'· .

·.·.·.·:;-c

RISA-30 Version 7.1.1 [C:\Personai\Bill Rose\Chevron 1075\0perating Loads- 1075.r3d] Page 33

/

oads: BLC 1, DL(b!dg)


1:C

0823

P~t~Ji:3L D L-,.

M BD - 1 075 (Lifting)

Sept 7, 2008 at 1:41 PM L'1ft'mg Loads -1075.(.Jd

I

·'

zofSF MISC·

-PtP' /\) &. /){,

.oads: BLC 3, DL {pJplng)

>roup W. Engineering

'Ec

0823

MBD - 1 075 (Ufting)

Sept 7, 2008 at 1:42PM

Lifting Loads • 1 075.r3d

rv

z ~X

l

Loads: BLC 5, SelfWe!ght / Results for LC 1, DL x 2

0823

(-l'f:C( l

bJ?I'\) t "T'"'y

MBD - 1 07& (Lifting)

Sept 7, 2008 at 1:47 PM

Lining loads -1075.r:ld

y

b. ~

Z X

)

J

.oads: LC 1, 0Lx2


EC

0823

MBD - 1075 (Lifting)

Sept 7, 2008 at 1:42 PM Lifting loads • 1 075.r3d

)

J

lesults lor LC 1, Dl x2 ~eaction unils are k and k·ft

~roup W. Engineering

EC

0823

26.1

MBD- 1075 (Lifting)

Sept 7, 2008 at 1:43 PM

lifiing Loads· 1075.r3d


Group W. Engineering EC 0823

) Basic Load Cases

MBD- 1075 (Lifting)


BLC _X G.ra. V Gre 7 G>ev Joint Point Distdh. A>oe. (. Surtoc. 1 )L ria\. DL 2 Ia'· SL I •

3 iil) JL .. 4 . . · ·-.·_ U.~·· · · ' · _:: .

5 Self' JL

Load Combinations

. 14 . ,-. 10 . .

'/: i .. : ..

•

-:R-);; ,,_-.,·,,.--;(.::•: .• ,-.

.-•· , ..

147 I

I 1 I lves I 1 [ I _ Ji I 2 [ I I I I [ I I

RISA-3D Version 7.1.1 [C:\Personai\Bill Rose\Chevron 1 075\Lifting Loads - 1 075.r3d] Page 1

)

.-·


Group W. Engineering EC 0823 MBD - 1075 (Lifting)

RISA-30 Version 7.1.1 [C:\Personal\Bill Rose\Chevron i 075\llfting Loads - 1 075.r3d]


Page 2


Group W. Engineering EC 082"3 MBD - i 075 (Lifting)

RISA-30 Version 7.1.1 [C:\Personai\Bill Rose\Chevron 1 075\Liftlng Loads - 1 075.r3d]

Sept 7, 2008 i:43 PM Checked By:

Page.3


Group W. Engineering EC 0823 MBD- 1075 (Lifting)

. Member AJSC ASD Steel Code Checks (Continued) ) LC Member Shane UCMax Loclftl Shear U ... Lnr.fftl Dir Fafksil

1i4' ··M:fi4' Tii!f'l:'''s:ox.:. .434 ·.• .. b ..

. 3ii6i 'Y5' ?1<47'4 "1' 115 1 M115 IPIPI:' s.ox ... .642 0 .339 1 21.429

ifi:6 .{ Mll6~1PIPE 8.0)( .. ,533 0 ·.·. :375 ':15 -21:474

Hot Rolled Steel Prooerties

Flfksil Fhvfk<il Fbzrkon 21.6 ·. 23'ifi' 23>76 21.6 23.7R 23.76 21 6' 23.'7R, <23:76

RISA·3D Version 7.1. i [C:\Personal\8111 Rose\Chevrori 1075\Liftlng Loads· 1075.r3d]


Cb Cmv Cmz 1.75 .6 :a·5. 1.75 .6 .85 1:•75 .6 .· .. :85

Fnn

I'J2C.:'f H2-1

fRjc?

Page 4

Company : Designer : Job Number:

Group W. Engineering EC 0823 MBD - 1075 (Lifting)

RISA-3D Version 7.1.1. [C:\Personal\Bill Rose\Chevron 1 075\Lifting Loads - 1 075.r3d]


Page 5

" I


Group W. Engineering EC 0823 MBD- 1075 (Lifting)

Joint Coordinates and Temperatures (Continued)


) 1 ohol X lftl Y lftl Z lftl Temn IFl Detach From Diao.

)

93 ,~;94< I 95

N91A 3.5 6.75 14 0

N9s 2s o +---''-"-'""'_ .'=7s::--'--"'--+-c:__~o~:..___:_+-----l

RISA-30 Version 7.1.1 [C:\Personai\Bill Rose\Chevron 1 075\Lifting Loads - 1 075.r3d] Page 6

Date Checked

C A-/'f"'~ /\ LLIJ'. __ ":" ~- 1(.".

Chocked By

Projecr

i f

Job Number By Date

Subjecr

Cllfllc.rF'1 dF we'-D/!Vl _ ¢~=-v.tr{o.&Yro)(-!#J(I·o)

- 5' 5( /L-j~lf)

' -i-o!.ttrr_. (_t;(Jnr~-!'t"tf ;:)::-..: · .... u::?,-~:; ~" .. ·:,f ~<~4{\<',·(~·t·).·

)[-Ci .. VL;J/t0L6'- C/...JC'LD {1';'f!f( 1/Y ~·· 1];/1·( "\. (,(:?

~ri-(

Calc. No. Sheet No.

.~

)

' /

·,- .

Sent: Subject:

Wednesd;y, September 03, 2008 6:08-PM Fwd: Vessel Weights

From: GFoster@jwYJilliams"ftint.com To: [email protected] 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

MBD-1075

Empty Weight 14,600 lbs.

Test Weight · 46,100 lbs;

George Foster

Engineering & Estimating Manager

J. W. Williams Inc.

(936) 931-2424

9/3/2008

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Chevron

CHEVRON PICEANCE BASIN

INCORPORATED

Clerical Revision - IFC 7-Dec-08 TKG Issued for Construction 19-Nov-08 TKG

Issued for Review 04-Nov-08 TKG

Status Date Origin. QA/QC LDE

Document Title:

PICEANCE FIRE PROTECTION PHILOSOPHY PAl Project No. Document No. Page

2033 2033-201-00-ST -0001

RLV TKG RLV TKG RLV TKG

EM PM

1 of14

Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033·201·00-ST-0001 Date: 7 December 2008

TABLE OF CONTENTS

REV: 1 ,, Page 2 of 14

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 ................................................................................................................... lO

Tables Table 1: Liquid Inventories .......................................................................................................................... 6

Appendix Appendix A ................................................................................................................................................. 13 Appendix B ................................................................................................................................................. 14

Page 2/14

1.0 EXECUTIVE SUMMARY

Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec Nu: 2033R201ROO-ST-0001 Date: 7 December 2008

REV: 1 Page 3 of 14 II

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 sitebuilt 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 nonnally 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!BC Chapter 10 and the NFPA Life Safety Code requirements are also incorporated into the design.

Page 3/14

2.0 PURPOSE

Chevron

~ lliijjil

Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Projed Spec No: 2033-20i-OO-ST-000i Date: 7 December 2008

REV; 1 Page 4 of14 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

APIRP!4C

APIRPI4G

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 Platforms

Recommended Practice for Fire Prevention and Control on Open Type Offshore Production Platfonns

Page4/14

APIRP500

APIRP752

APIRP 2030

Chevron

~ ...

API Publication 251 OA

COGCC

30 CFR Chapter II

NFPA 101

Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Cbevrou Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008


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 1 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 flarmnable 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 I is a Class !A flammable liquid (its flash point is less than 73°F and its boiling point is less than I 00°F). The exempt quantity of Class !A liquids, per the IBC, is 30 gallons. The exempt quantity for flammable gases in the IBC is I 000 standard cubic feet, which is

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Chevron

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Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008


exceeded in each of the building enclosures. Due to the inventory of fla.nunable 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.

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 Scmbber 257 Condensate -2 78

Water

Vapor 14 Condensate -4 75 Recovery Unit Water

Fuel Gas 35 Condensate -15 37 Water

Page6/14

Chevron .,~

~ ... Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 REV: 1 Date: 7 December 2008 . Page 7 of14

9.0 FACILITY AND ENCLOSURE DESIGN PARAMETERS

9.1 General

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 designed 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 dsmage 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 determine 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 designed 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 of re-ignition 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-ignition. (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 designed and constructed in

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Chevron Title: PICEANCE FIRE PROTECTION PHILOSOPHY

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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 20feet.

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 208V AC 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 smTounding 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.

Page 8/14


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 petrolemn 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

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I rfjS ;:;r~Ni(z_!};r;s 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 burn itself out.

For manual suppression of small fires on a limited basis, each enclosure is equipped with handheld 30-lb Class ABC fire extinguishers located at each door.

13.0 CODE DISCUSSION

13.1 IBC

!3.1.1 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.

!3.1.3 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 fireresistance-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


REV: 1 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 tbe 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 tbe 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 witb 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 l4G 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 enclosure.

13.3.4 API RP2030 specifically discusses the hazards of attempting to suppress a

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Chevron

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.

flammable liquid or gas fire with water in two sections:

REV: 1 Page 12 of14

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. Jf 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 "Jf 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 environment. 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 I 14

Chevron

• Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron

.

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 of14

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!4C. 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 (HM!) 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

• 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



• 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.

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Appendix B

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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 RP14C. 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 fue presence of a fire, fue 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



• 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 fue 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-RPSOO methodology of detecting the gases and shutting down the plant upon detection of dangerous levels of flammable gas.

Page 14/14

Inspection Report

COLORADO STATE ELECTRICAL BOARD

INSPECTION REPORT I CORRECTION NOTICE

Date Received: 08-FEB-1 0 Permit Number: 679981

Contractor/HomeOwner: SPECIALIZED AUTOMATION SERVICES LLC

Address:

Type of Inspection:

Action:

25-4, 2700 CLEAR CREEK RD

Complete Final

Accepted

Comments or Corrections: 1) battery covers 2) close rated enclosure 3) 408.4 Circuit Directory Every circuit to be identified as to its clear, evident, and specific purpose or use includes spares 4) Installer on site making corrections

Inspectors Name: Cyrus T uchscher Phone Number: 970-625-5085 Date: 08-FEB-10

COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES

1580 Logan St. Suite 550 Denver, Colorado 80203-1941

Phone: (303) 894-2985

https://www.dora.state.co.us/pls/real/Ep_ Web_Inspection_GUI.Process_Page

Page I of I

2/9/2010

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p,O. Box 1178

Waller, Texas 77484

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NTA,Inc. 574-773-7975 Mailln!J Ad:ITisll: FlU 1/o:

305 North Oakland Av, Nappanee, IN 46550 574-773·2732

)( 20031·Goda Compliant . Live Roof Load ~ 5'"{L__ PSI' Floor Design Load

Wind Design Speed

/JS PSF

9'o MPH.

Fira Rating: Ex!ari .. orWalls Floor AI& Goillng.&/J

Fee Schedule Total footage Amount Model Name/No.

AnnunJ l'lt!gislrozioh Fcl!!tnusl l:a at:t:ompilnli:tl ,t ;r"qU .. ;,r'<J 5 Lrd ,?.R ,..r c. by new/upd:.ted OC: M2nUi!l)

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4"/,:;;:CJ shipping or approved plans_raEjuestcd) .

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Plan Approval Number

11m urn feDf~r Phm AIWi:slon,_ $50,IJO 1.uu:h 5lfLfL(

)TAL AMOUNT SUBMITTED: ~c:;o EXPIRES: I I J /:Z()/. 0

NUFAG)URER CERTlF!ES !hill ®l.Y Jl:ppriwCd equlpm_enl <Hid mall!tfaJs wl!l be us&~:~ and lt\13 frc;!.a!lal!on.s shnJr l::c: made Ill a!XOI'dance ~W.h apJl(oVed pl3ns

appf!e:.tbl1t coaes Ond Provi::IPfls Dllhe Coloroda Divlclon ol Housing, MantJiat:ltm!r agre-es IO li!·plan! Jnspe-t:llon of uni!s manulaclurod IJ!lll"er Ulll above p!tm oval. Applic3Uon zhaJI b(t ma~ for and ltlsrgh;.a ·al~ed lo ll!l)d! rJK:!wy bWI non resldenlJaJ lhnt Is subjecl to Colorado slalutes and whkh is ma!'lUfae.lll!t!d or Is !o bC!

or offered tt>t Sale 1t1 the Sia!e- of Colcrat'o •

. OF HOUSING, 1313 SHERMAN STREET. RM 321, DENVER, CO. 8020~ 1303) 866-4616 Fax 866-3072

Parcel Detail

Garfield County Assessor IT reasurer Parcel Detail Information

Page I of 5

Ass~A~or/T rea~j.)rer Jlmperty_ful[!rch I Ass_~ssoLS!!bset Uuer:y I Asse_~§Or Sales s_~(!rch C.Lerkli Recon:llli' Rec~ption Se[!rch

Basic U~llding_Gbf!c~cteri~tt~A I T axJnforma:ti1:m

Parr;_elQetail I · Yalue O_~tail I SJ!les Det(!H I H!l~identiai/Ggmmercial Lmprovement.D~tail l.aod_.DetaU I Prrot!!J]rf!pb_~ I MiJLL~vy Rev_enues Detail

IT ax Area II Account Number II Parcel Number 112£1£18 Mill Levy I I D29 II R29D444 II 21391S3DODI4 II 32.108 I

Dwner Name and Mailing Address

jCHEVRON USA INC jC/0 CHEVRON TEXACO PROPERTY TAX IP 0 BOX 285 jHOUSTDN. TX 77001

Assessor's Parcel Description (Not to be used as a legal description)

jSECT.TWN.RNG:IS-5-98 DESC: SEC.7: jTHAT PT OF LOTS 12.14 AND NESENE jLYING DESC: BELOW THE ESCARPMENT j(NET 14.20AC) ALSO THAT PT OF DESC: jTRS. 50.51 AND 56 LYING BELOW THE jESCARPMENT (NET DESC: 175.17). jSEC.8: THAT PT OF LOTS 2.4.7.8.

http:/ I www.garcoact.coml assessor I parceLasp?ParceiNumber= 21391 S300014

I' I I I

I I I I I I I

214/2009

Parcel Detail Page 2 of 5

ISWNE. NW. DESC: NI/2SW. WI/2SE. I jLYING BELOW THE ESCARPMENT (NET I jDESC: 222.84AC). SEC.I7: THAT PT DT I jLDTS 1(23.16). 3( DESC: 8.57). I 14(8.60). 5(11.84). 6(15.00). I j7(13.64). OESC: (80.81 TOTAL /73.0 I jNET) LYING BELOW THE ESCARPMENT I jDESC: ALL OF TRACKS 80(160 AC). I 1110(110 AC). 111(160 AC) DESC: AND I ITHOSE PARTS OF THE FOLLOWING TRS I ILYING BELOW OESC: THE ESCARPMENT. I ITRS. 57(117). 60(35). 62(46). 84( I IDESC: 118). 83(80). 81(120). I 182(24). 87(46). 79(73). 88( DESC: I 145). 90(58). 77(103). 91(53). I 176(118). 75(116). DESC: 92(52). I 193(76). 94(121). 113(121). I 1112(137). DESC: 6-98 TR. 41(160). I lAND THAT PART OF TR. 109(106). I IDESC: LYING BELOW THE ESCARPMENT I IAKA: LUCKY STRIKE #9 DESC: GLEN I IBEULAH. GEN. JOFFRE #3 S 4 AND I ITHOSE PARTS OF DESC: THE FOLLOWING I ILYING BELOW THE ESCARPMENT: GEN. I jDESC: JOFFRE 2.5-14. LUCKY STRIKE I j4-8.10-14. AND GEN. DESC: PERSHING I 11 S 2. SUC:R290037 BK:0472 PG:0361 I jBK:0445 PG:0360 BK:I655 PG:I78 I jRECPT:666845 BK:0858 PG:0942 I

http:! I www.garcoact.coml assessor I parcel.asp?ParceiNumber= 213816300014 21412008

Parcel Detail

Location

I Physical Address: IITWN 5 RGE 98 SEC IS I I Subdivision: I

I Land Acres: 112840.21 I I Land Sq Ft: I D

I Section II Township II Range I I IS II 5 II 98 I

2008 Property Tax Valuation Information

II Actual Value II Assessed Value I I Land: II SD.3DDII

I Improvements: II Dll

I Total: II SD.3DDII

Most Recent Sale

II Sale Date: I IF=====s=al=e P=r=ice=1:j

Ad ditjJ! n alliJg~D etai]

Basic Building Characteristics

Number of Residential io Buildings:

Number of Comm/lnd jo Buildings:

No Building Records Found

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17.49DI Dl

17.49DI

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Page 3 of 5

21412009

Parcel Detail Page 4 of 5

Tax Information

j Tax Year IJ Transaction Type II Amount I

I 2008 II Tax Amount II $5SI.5BI

I 2007 II Tax Payment: Second Half II ($252.48)1

I 2007 II Tax Payment: First Half II ($252.48)1

I 2007 II Tax Amount II $504.921

I 2008 II Tax Payment: Second Half II ($23S.2D)j








I 2004 II Tax Amount II $S87.9BI







I 2001 II Tax Payment: Whole II ($837.02)1


I 2000 II Tax Payment: Whole II ($871.9S)j


I 1999 II Tax Payment: Whole II ($1.080.28)1

I 1999 II Tax Amount II $1.080.28/

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8 7 6 5 3

JJ!IIa.

APPROVED SUBJECT TO NOTED

U:CEI"TTONS & INSPECTIONS GARFIELD COUNTY

BUILDING DEPARTMENT ~t(Woq By,.c:~:.!:L'tf~~

mLDCOPY NO IlllSl!'ECTION WITHOUT

'l'l!IESE PLANS ON SITE page of

1. REFEREMCE DRAWINGS; P8SR--59836AVF~CtNAY-I.IRS-oOGOO-<J0002-0D fiNISH GRADE PLAH.

2. PAl CENTRAL fACILITY PAD FJNJSII GRADING SI.IJ'ES e 2.0t.

3. CONTOOR INTERVAl: EXIST, CIJHOURS"' I' OESIGtt CONTOURS" I'

4. PAl PIPE RACK TO BE INSTALLED AFTER TilE RES(lVAl (f ALL CONSTRUCTION U.YOOIM IRAILERSISTRUtTURES

S. CONTRACHII SHALL CHECK ALL EXISTING C!IIDITIOHS ANO flt:LO VERiiY All DESIGN CCOiDINATES AND ELEVATIONS PRJ~ TO C~TRUCTJ[W,

SCALE: I INCH "' SO fEET

sp;,,,,,,,,y, sp·

Chevron ~ MidConTinent / Alaska SBU ~ Chevron North America lliijl Exploration and Production

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ISSUED FOR SPECIAL USE PERMIT

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2

-

3

-

4

5

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6

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7

A I 8 I c I D I E I F

CHEVRON PRODUCTION FACILITY PICEANCE BASIN DEVELOPMENT GARFIELD COUNTY, COLORADO

LIQUID SEPARATOR SKID BLDG. MBD-1075 (PRE-FABRICATED BUILDING CONSTRUCTED BY J. W WILLIAMS)

\o I

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r----

r-------- I I RIO BLANCO

COUNTY

J'-,_1

--- ~~te--Township 5S Range 98W S~oclion

~I ~ ~--~

~\. Rifle

Parochule

Sill

GARFIELD COUNTY I New Cos! I'!,..

Glenwood

~· \2!7 II lw 1-' L j

MES;------- ------- _ _j COUNTY PITKIN COUNTY

1 - - ----------------- - - i

DeBeque V Exit 62,/

"'-sEE VENDOR DRAWINGS fOR PRE-FAB BUILDING~

FOR STAIR AND HANDRAIL DEfA!LS--.. SEE DWG. 2033-30-C1-1 109-XX

i:: :z: ::> 0 u

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s~ILDING ELEVATIONS

~7RO!ECT ASS(lCiATES

L----------------------------------------~

I G

SITE OWNER: Chevron North America Exploration &: Production

I H

ENGINEER: Rolla Wottinger Project Engineer Project Associates, INC 1!999 Koty Fwy, Suite 607 Houston, TX 77079 281-556-6864 x211

CONTRACTOR: Elk Hom Construction

BRIEF SUMMARY OF THE PROJECT: Without force and effect on the contract documents, the poject may be summarized as follows: The construction of a 35' x 14' prefabricated, single story skid-mounted building on o concrete foundation,

AREA CALCULATIONS: Total Lot Area >100 acres Enclosed Building Area 490 sq.ft. <1 % Total Building Covered Area 490 sq.ft. <1 %

I

ZONING: RESOURCE/LANDS {GENTlE SLOPES, LOWER VALLEY FLOORS)

OCCUPANCY: H-2 CONSTRUCTION TYPE: V-B DESIGN CRITERIA: IBC-2003, IFC-2003

IMC-2003, IFC-2003, IECC-2003

SPECIAL INSPECTION REQUIREMENTS: WElDING:

1.) VJSUAL INSPECTION OF WELDS PER AWS D1.1 CONCREIE:

I J

DRAWING INDEX: PRE-FAB BLDG STRUCTURAL DRAWINGS: FOUNDATION LOCAllON PLAN GENERAL CML NOTES MBD-1075 UQUID SEPARATOR FOUNDATION CML PLOT PLAN BUILDING ENCLOSURE FRAMING DETNL SHEET 1 OF 3 BUILDING ENCLOSURE HOUSING DErAIL SHEET 2 OF 3 BUILDING SUGGESTED UFllNG DETNL SHEET 3 OF 3 GENERAL BUILDING DETNLS ENERPAN BUILDINGS SKID FOR UQUIO SEPARATOR ASSY. SHEET 1 OF 3 SKID FOR UQUID SEPARATOR ASSY. SHEET 2 OF 3 SKID FOR UQU!D SEPARATOR /JSSf. SHEET 3 OF 3

PRE-FAB BLDG ELECTRICAL DRAWINGS: CENTRAL FACIUTIES PLOT PLAN AREA CLASSIACATION PLAN SHEET 1 OF 2 AREA CLASSIACATION PLAN SHEET 2 OF 2 35KV SWITCHGEAR ONE-UNE SHEET 1 OF 2 35KV SWITCHGEAR ONE-UNE SHEEr 2 OF 2 4801' SWITCHGEAR ONE-UNE SHEET 1 OF 2 4801' SWITCHGEAR ONE-UNE SHEET 2 OF 2 4801' MCC ONE-UNE SHEET 1 OF 2 4801' MCC ONE-UNE SHEET 2 OF 2 5KV SWITCHGEAR ONE-UNE SHEET 1 208/120 VAC PANElBOARD SCHEDUUES SHEET 1 ARE, GAS, & ALARM SYSTEMS BLOCK Dl'.GRAM SHEET 1 ARE, GAS, & ALARM SYSTEMS BLOCK Dl'.GRAM SHEET 2 ElECTRICAL KEY PLAN ElECTRICAL PLAN AREA-85 ElECTRICAL PLAN AREA-86 GROUNDING AND UGHllNG KEY PLAN GROUNDING AND UGHllNG PLAN AREA-85 GROUNDING AND UGHllNG PLAN AREA-86 UGHllNG lEGEND AND SCHEMATIC SHEET 1 UGHllNG lEGEND AND SCHEMATIC SHEET 2 UGHllNG lEGEND AND SCHEMATIC SHEET 3 UGHllNG lEGEND AND SCHEMATIC SHEET 4 UQUID SEPARATOR JUNCTION BOX UQUID SEPARATOR INSTRUMENT LOCATION PLAN UQUID SEPARATOR UGHllNG PLAN UQUID SEPARATOR POWER PLAN UQUJD SEPARATOR GROUNDING PLAN INSTRUMENT CONDUIT AND CABlE SCHEDUlE

1.) CONJRACT WITH ITSllNG lABORATORY TO PERFORM CCMPRESSIVE lEST ON AT lEAST ONE CYUNDER PER EACH 14 YARDS OF CONCRETE. {30DO PSI MINIMUM AT 28 DAYS)

2.) QA/QC TECHNICIAN TO VISUALLY INSPECT NUMBER AND PlACEMENT OF REBAR IN COMPUANCE WITH PLANS AND A.C.I. STANDARD PRACTICES.

HAZARDOUS MATERIAL DATA: lHIS BUILDING PROCESSES LARGE AMOUNTS OF NATURAL GAS STREAMS {UP TO 50 MM SCFT/DAY) WHICH CONTAJN 801H GASEOUS AND UQUID FORMS OF HYDROCARBONS. NO OlHER HAZARDOUS MATERIALS ARE UTIUZED NORE STORED IN lHIS FACIUTY.

I K

2033-201-30-CJ-1102-15 2033-201-30-CI-1101-01 2033-201-30-CI-1113-01 2033-201-30-CI-1102-01 66-20-H3PH-8LDG 66-20-H3PH-8LDG 66-20-H3PH-8LDG ENERPAN DETNLS 8-30-SKID 8-30-SKID 8-30-SK!D

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-0012-02 2033-201-40-EL-0013-01 2033-201-40-El-0013-02 2033-201-40-EL-0015-01 2033-2D1-40-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-EL -4238-01 2033-201-40-EL -4303-01 2033-201-40-EL -4332-01 2033-201-40-EL-4338-01 2033-201-40-PL-4301-01 2033-201-40-PL -4301-D2 2033-201-40-PL-4301-03 2033-201-40-PL-4301-04 0706-0100 0802-0101 0802-0102 0802-0103 0802-0104 080208-CS-MBD-1075

HO llY REVISION DESCRIP'llON DATE CHK APP

A ROS ISSUED FUR Rf:VIEW 09/16/01:1 ~ Chevron North America • Expoloration & Production MCBU

CHEVRON NORTH AMERICA PICEANCE FIELD DEVELOPMENT

CENTRAL FACILITIES

ORIC, tv.TE: 9/16/08

""""'"" PLOT stAl!:

PRAWN BY: CIVIL FOUNDATIONS DRAWING INDEX

' "' 2033 201 30 AR 1113 01

-

NOTES:

MATCHLINE N. 1138' -0"

c:.v·--,_.----..,.--v-'.,...-...,...-..v-v-v-v-v--v--·v-v-~~-HOLD -----------------------, ----------------------, I

MSD-1075 UOU!D SEPARATOR SKID

owe. NO. 1113-0l

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SEE DWG. 1102-11

L HOLD

MBF"-1070 FUEL CAS SKID DWG. ON 11 14-01

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0'------------·-------·--------------------~-----·------------------------------·--------------------·---------·--·---------------·-------------·--------------------------' 0 61 16 t:JI I t:J ~ PIPE RACK ... ------------------ ·····------------------ ···------------------- -p~~-;,_~;--~i

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Mlm M1• 0~ 0~ ~£ ~~ ~~ ~~

_......J.t-- t MATCHLINE N. 1068'-0" SEE DWG. 1102-19

'

ISSUED FOR CONSTRUCTION

.,. DAlE: 08129/0S __ _

CHEVRON AMERICA PICEANCE FIELD DEVELOPMENT

CENTRAL FACILITIES 1. SKID SIZES ARE PPPROXJMAlT. SEE SKID

FOUNDATION DRAWINGS fOR DeTAILS. FOUNDATION LOCATION PLAN

A 8 c D E F G H J K

PICEANCE FIELD DEVELOPMENT DESIGN CRITERIA AND CIVIL[STRUCTURAL GENERAL NOTES

REINFORCEMENT BAR TENSION SPLICE TABLE*

GENERAL INFORMATION DIAMETER

CLASS B SPLICE CLASS 8 SPLICE TOP BAR SPLICE TOP BAR SPLICE BAR SIZE LENGTH, IN. LENGTH IN LENGTH IN LENGTH IN

1. PRQJ~QT SCOP!,;: THESE STRUCTURAL DRAWINGS MAY ONLY BE USED TO CONSTRUCT THE 3. FOOTIN~ db In 3000 PSI 4000 PSI 3000 PSI 4000 PSI PROJECT LOCATED AT PICEANCE DEBEOUE, COLORADO. A. BOTIOMS OF FOOTINGS SHALL BE A MINIMUM OF 3' -0" BELOW FINISHED GRADE. CONCRETE CONCRETE CONCRETE CONCRETE

4. GRADE B!;AMS: 3 3/8 16 16 17 16 I 2. BUll DING C..QQJ;:; THESE PlANS HAVE SEEN PREPARED IN ACCORDANCE WITH THE INTERNATIONAL

A. PROVIDE A MINIMUM SIX-INCH VOID BETWEEN THE BOTIOM OF BUILDING CODE, (200.3 EDITION). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS GRADE SEAMS/FOUNDATION WALLS ANU UNDERLYING SOILS. 4 1/2 17 16 22 20 COD£ AND GARfiELD COUNTY, COLORADO REQUIREMENTS. 8. BOTIOMS OF GRADE BEAMS SHALL BE A MINIMUM OF 3 FEET BELOW FINISHED GRADE.

3. DESIGN LOADS· THESE STRUCTURES ARE A CATEGORY II STRUCTURES IN ACCORDANCE WITH TABLE 1604.5: c. REBAR SPLICES FOR TOP STEEL TO OCCUR AT MIDSPAN BETWEEN FOOTING LOCATIONS, UNLESS 5 5/8 21 16 28 24 NOTED OTHERWISE.

A. DEAD LOADS ARE IN ACCORDANCE WITH SECTION 1606. MINIMUM ROOF DEAD LOAD IS 15 PSF. 0. HOLES IN SILL PLATES FOR ANCHOR BOLTS SHALL BE SNUG TO PREVENT WALL MOVEMENT. 6 3/4 26 22 33 29 8. LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607. PROVIDE ADDITIONAL NAIUNG AT JOIST SILL PLATE CONNECTION TO PREVENT SLIPPAGE. c. SNOW LOADS ARE IN ACCORDANCE WITH SECTION 1608: 7/8 37 32 49 42 TO 7000 FT. 40 PSF 5. CoMe~QTED Fl!.b · 7

7001 FT. TO 8000 FT. 50 PSF USE ONLY APPROVED NON-EXPANSIVE, GRANULAR MATERIAL FOR FILL AS RECOMMENDED BY THE 8DD1 FT. TO 90DO FT. 75 PSF A. 8 1 43 37 56 48

9001 FT. TO 10,000 FT. 100 PSF SUPERVISING GEOTECHNICAL ENGINEER.

(IN ACCORDANCE WITH SECTION 7 OF ASCE 7) 8. ALL SUBGRAOE COMPACTION SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER.

9 1 1/8 53 46 69 60 SNOW FACTOR: 1.0 6. EXTERIOR GRADE:

1 1/4 65 57 85 74 (IN ACCORDANCE WITH BUILDING CLASSIFICATION) 10 UNBALANCED SNOW LOADS PER SECTION 7.5 OF ASCE 7 A. SLOPE PERIMETER GRADE AWAY FROM BUILDINGS AT 6 INCHES IN THE FIRST 5 FEET, OR AS RECOMMENDED DRIFTING SNOW LOADS ON LOWER ROOFS PER SECTION 7. 7 OF ASCE 7 BY THE GEOTECHNICAL ENGINEER. 1 3/8 78 65 102 88 DRIFTING SNOW LOADS ON ROOF PROJECTIONS PER SECTION 7.8 OF ASCE 7 11

D. FROST DEPTH SHALL BE 36'" TO ELEVATION 800D FEET AND 42" ABOVE ELEVATION 8000 FT. 7. Atj(;HOR flO!.T::i: E. WIND LOADS ARE IN ACCORDANCE WITH SECTION 1609 OF INTERNATIONAL BUILDING CODE, 2003

FOR EQUIPMENT, STRUCTURAL STEEL AND PIPING ANCHOR BOLTS SHALL BE ASTM F1554 GRADE .36, UNLESS *IN ACCORDANCE WllH ACI 318-05 FOR CLASS "8'' SPLICES USING GRADE 60 REINFORCING STEEL .

EO!TION, WHICH REFERS TO SECTION 6 OF ASCE 7. A. *SPLICES SHALL BE STAGGERED AT LEAST 24". WIND VELOCITY 90 MPH OTHERWISE NOTED ON THE DRAWINGS. NUTS SHALL CONFORM TO ASTM A563 GR. A HEAVY HEX. WASHERS

UNLESS NOTED OTHERWISE, CONCRETE PROTECTWN FOR REINFORCING SHALL BE AS FOLLOWS : EXPOSURE CATEGORY C SHALL BE ASTM F4.36 ANCHOR BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE WITH A153. 6. WIND IMPORTANCE FACTOR 1.15 B. WHERE INDICATED ON THE FOUNDATION DRAWINGS, HEAVY EQUIPMENT ANCHOR BOLTS SHALL BE A1CONCRETE DEPOSITED DIRECTLY AGAINST GROUND : 3" CLEAR. (IN ACCORDANCE WITH BUILDING CLASSIFICATION) 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 & HEIGHT AND EXPOSURE COEFfiCIENT AS PER EACH AREA. DO NOT GALVANIZE. LARGER ; 1 1/2" CLEAR FOR #5 BARS & SMALLER UNLESS NOTED OTHERWISE ON DESIGN DRAWINGS.

F. EARTHQUAKE LOADS ARE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE 2003 WHICH ALLOWS c. UNLESS OTHERWISE NOTED ON THE FOUNDATION DRAWINGS REFER TO TABLE 1 FOR STANDARD ANCHOR BOLT 7. REINFORCING BARS SHALL NOT BE HEATED, STRAIGHTENED OR RE-SENT WITHOUT THE APPROVAL OF THE USE OF THE ASCE 7-05 CODE. THE ASC 7-05 CODE WILL BE USED. THREAD AND SLEEVE LENGTHS.

DESIGN ENGINEER COLO BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. SITE CLASS 0 TABLE 1 MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss AND S1 43.6%, 9.1% 8. THE FABRICATOR SHALL SUBMIT EACH OF THE REBAR PLACEMENT DRAWINGS & ACCOMPANYING BAR LISTS

SPECTRAL RESPONSE COEFFEC!ENTS, Sos AND So1 70%, 13% FOR APPROVAL THE FABRICATOR'S PLACING DRAWINGS SHALL BE REFERENCED TO ENGINEER'S DESIGN SEISMIC DESIGN CATAGORY D BOLT ALLOWANCE FOR NUTS THREAD SLEEVE DRAWINGS. BAR LISTS SHALL BE REFERENCED TO THE RELATED PLACING ORA!fii!NGS. THE ENGINEER OR ITS DESIG~ BASE SHEAR 0.105 w RESPO SE MODIFICATION FACTOR, R

giMPLIFIED PROCEDURE PER DIAMETER (Unless Otherwise Noted) AT TOP (If Req'd)) STD. LENGTH DESIGNATED REPRESENTATIVE , !fii!LL REVIEW THE FABRICATOR'S PLACING DRAWINGS & BAR LISTS WITH

ANALYSIS PROCEDURE USED IBC 1617.5 d. RESPECT TO CONFORMANCE TO THE DESIGN DRAWINGS. ONE COPY IN!ll BE RETURNED TO lHE FABRICATOR P1 & LENGTH L APPROVED OR WITH NOTATIONS REQUIRING CHANGE. IN THE LATER CASE , THE FABRICATOR SHALL CLEARLY 4. CONSTRUCTION MEJ:HQQ· N1 N2 THREAD

SHELL SIZE MARK SUCH CORRECTIONS AND RESUBMIT THE DRAWINGS FOR FINAL APPROVAL . APPROVAL Of REBAR

A. THE STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURE. THE DRAWINGS DO NOT INDICATE _LENGTH-~" ----~··--~---·-"·"-"" ~-( U.11!.~-~;>._QJ:.b ~!.\'li$_!0! _..I:I!:M$:1 ) -·-·-- - ·· -PLACEMENT· ORA WINGS-&·-BAR-··t!STS --sY-ENGINEER-WJLL -NoT-"REtiEVE· F ABR!CA TOR -oF-RESPONSIBIUTY-"FOR··~ --- -····-~ -- -·--

---· ·-·· -THE···CONTRACTORsr·-·-MEANS,-··METHODS; ··TECHNIQUES;· ·sEQUENCEs· ·oF···coNSTRUCT!ON -AND -~JOB--SITE---~~--~-- AT THE COMPLETENESS & ACCURACY OF All THE DIMENSIONS & DETAILS. SAFElY. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE NOR BOTIOM 9. ALL EXPOSED CORNERS ABOVE GRADE SHALL HAVE A 1" CHAMFER .(NOTE: MANY MAT FOUNDATIONS WILL IS THE ENGINEER OF RECORD RESPONSIBLE FOR ECONOMIC LOSS AND/OR DELAYS OF THE CONTRACTOR OR SUBCONTRACTORS, 1/2" 1" 1/2'' 1" 2 1/4" 2" X 5" 1'-0" HAVE EXPANSION JOINTS WITH PAVEMENT ABUTTED. lHESE Wlll BE TEMPORARY EXPOSED PRIOR TO THE

B. ALL CONSTRUCTION SHALL BE ADEQUATELY BRACED TO PREVENT 1 1/4" 2" 1" 2 .3/4" 2'' X 7" 1'-3"

INSTALLATION OF THE PAVEMENT BUT SHOULD NOT HAVE CHAMFERED EDGES.) DISTORTION AND DAMAGE DUE TO CONSTRUCTION LOADS AND NATURAL FORCES. 5/8"

10. IMMEDIATELY AFTER FORMS ARE REMOVED , THE FOUNDATION CONTRACTOR SHALL FILL ALL VOIDS TO .3/4" 1 1/2" 2 1/4'' 1 1/4" 3" 2" X 7" 1'-4" OBTAIN A STRAIGHT & fLUSH SURFACE. IMPERFECTIONS SHALL BE CORRECTED WllH GROUT & THEN All

5. TRADE COORDINATION: EXPOSED FOUNDATION COLUMNS, BEAMS & WALLS ABOVE GRADE SHALL HAVE A STONE RUBBED FINISH.ANY A. THE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, 7/8" 1 1/2" 2 1/2" 1 1/4" 3 1/4" 2" X 7'' 1' -5" HONEYCOMBING SHALL BE CHIPPED & REMOVED TO SOUND CONCRETE PRIOR TO REPAIRING WllH GROUT.

ELECTRICAL, MECHANICAL, PLUMBING AND SITE DRAWINGS. CONFLICTS IN DIMENSION 1 3/4" 2 3/4" 1 1/2" 3 1/2" 3" X 10" 1'-10"

HONEYCOMBING REPAIRS THAT EXPOSED STEEL REINFORCEMENT SHALL BE DOCUMENTED & REPORTED TO AND INTERFERENCE SHALL BE DIRECTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 1" THE ENGINEER PRIOR TO REPAIR & PLACEMENT .

6. SPECIFICATIONS· 1 1/4" 2 1/4" .3 1/2" 1 3/4" 4 1/4" 3'' X 10" 2'-0" 11. FOUNDATION CONTRACTOR SHALL VERIFY All DIMENSIONS AND EMBEDS PRIOR TO POURING FOUNDATIONS. CONTRACTOR SHALL CHECK ELEC, GROUNDING, FIREWATER & SEWER DRAWINGS AS MAY BE APPROPRIATE

A. IF CONFLICT ARISES FROM THE RECOMMENDATIONS OF THESE DRAWINGS AND THOSE CONTAINED 1 1/2'' 2 1/2" 4" 2" 4 3/4" 4'' X 15" 2'-8~ TO ENSURE All UNDERGROUND LINES ARE IN PLACE PRIOR TO THE POUR . PRIOR TO IMPLEMENTATION OF IN THE SPECIFICATIONS, NOTIFY THE ENGINEER OF THE DISCREPANCY PRIOR TO CONSTRUCTION.

FIELD MODIFICATIONS FOR CONSTRUCTION OR PLACEMENT ERRORS, THE ENGINEER OF RECORD SHALL BE 1 .3/4" 3" 4 3/4" 2 1/4" 5 1/2" 4" X 15" 2'-10" NOTIFIED IN WRITING FOR APPROVAL OF ALL FIELD DESIGN CHANGES. 7. OPENINGS:

3'-4" 12. FOUNDATIONS SHALL BE PLACED ON UNDISTURBED SOIL OR ADEQUATELY COMPACTED FILL PLACED IN A. OPENINGS, SLEEVES, POCKETS, ETC. SHALL NOT BE PLACED IN BEAMS, JOINTS. COLUMNS, ETC. 2" 3 1/4" 5 1/4" 2 1/2" 6" 4" X 18"

ACCORDANCE WlTH THE GEOTECHNICAL INVESTIGATION UNDER THE SUPERVISION OF A QUALIFIED INSPECTOR UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT WHEN 2 1/4" 3 3/4" 6" 2 .3/4" 6 3/4" 4" X 18'' 3'-10" IF THE SOIL THAT SUPPORTS THE FOUNDATION IS TO BE EXPOSED OVERNIGHT, IT IS RECOMMENDED THAT DRAWINGS BY OTHERS SHOW OPENINGS, SLEEVES, POCKETS, ETC. NOT SHOWN ON THE

A 2'' SEAL SLAB BE INSTALLED AFTER THE SUBGRADE HAS BEEN INSPECTED TO ENSURE ADEQUATE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 2 1/2" 4" 6 1/2" 3" 7 1/4" 6" X 24" 4'-2" BEARING CAPACITY FOR SOIL BEARING FOUNDATION .

8. EXISTING CQHJl!.Il.Q.!iS.; 2 3/4" 4 1/2" 7 1/4" .3 1/4" 8" 6" X 24"' 4'-4" 13. STRUCTURAL FILL SHALL BE USED AS BACKFILL AGAINST FOUNDA110N & TO RAISE GRADE. EXCEPT ASANI

A. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS PRIOR TO CONSTRUCTION. INDICATED ON TI-iE PLANS FOR FROST PROTECTION FILL . FROST PROTECTION FILL SHALL BE A SAND D 3" 4 3/4" 7 3/4" 3 1/2" 8 1/2" 6" X 24" 4'-6" GRAVEL FILL CONFORMING TO THE GEOTECHNICAL RECOMMANDATIONS.THE FILL SHALL BE FREE

~ 9. STRUCTI JRA! lAYOUT: SIGNIFICANT ORGANIC , DELETERIOUS MATERIAL & SHALL HAVE AN EFFECTIVE PARTICLE 01 Q!)G:'Et>/Q

A, ALL CONCRETE & STEEL MEMBERS ARE CENTERED ON PLAN GRIDS UNLESS NOTED OTHERWISE. TiiAN 3'". ~ , •••• ~ ..... "'" 8. FOR DATUM ELEVATION SEE SEE '"BENCHMARK NOTES" DWG. 2033-101-30-C!-1102-02. STRUCTURAL MATERIALS 14. GROUT FOR EQUIPMENT & SASE PLATES SHALL BE AS NOTED: :-vC:····~ Q. 8(;~~

HAZARQOUS MATERIAL.Q8IA; PIPE RACK, SKID, AND MISC. SUPT. BASE USE CEMENT GROUT 0 ." "</ ,(>I 10. 1.0 CONCRETE: CONCRETE MATERIAL PLACEMENT AND TESTING SHALL BE ACCORDANCE WITH CONCRETE EQUIPMENT STRUCTURES - USE FIVE STAR GROUT OR APPROVED EQUAL Q .:;;· ''l'- a A. THIS FAC!UlY IS DESIGNED TO ACCOMMODATE APPROXIMATELY 50 MILLION STANDARD CUBIC FEET PER DAY

SPECIFICATION 203.3-240-30-SP-0004-01 UNLESS OTHERWISE NOTED ON THE DRAWINGS. VESSEL BASE PLATES - USE FIVE STAR GROUT OR APPROVED EQUAL : •

~J (MMSCFO) OF PRESSURIZED. WELLHEAD-QUALITY NATURAL GAS (I.E., NATURAL GAS THAT HAS YET TO HAVE EXCHANGER SLIDE PLATES- USE FIVE STAR GROUT OR APPROVED EQUAL ;0 ~¥259 WATER, CARBON DIOXIDE, AND NATURAL GAS LIQUIDS REMOVED PRIOR TO SHIPMENT AS PIPELINE 1.1 Qfl:l_ERAI BEQUIREMENTS: PUMPS LESS THAN 25HP - USE FIVE STAR EPOXY GROUT OR APPROVED EQUAL ~ C(. (\IV QUALITY NATURAL GAS). THE NATURAL GAS WITHIN THIS BUILDING IS CONTAINED WITHIN S~~EL PIPELINES

CONCRETE FOR ROTATING EQUIPMENT FOUNDATIONS (25 HP AND GREATER) SHALL BE PROPORTIONED PUMPS 25HP AND GREATER - USE FIVE STAR EPOXY GROUT OR APPROVE EQUAL .. ~Q ·, po_:-~NO ASSOCIATED PRESSURE-RATED VE55EL5 DESIGNED PER A5M~ "~~~ API 1.

COMPRESSORS AND TURBINES - USE FIVE STAR EPOXY GROUT OR APPROVE EQUA60:~;~~~ ·f? AZARDOUS'MATFR!i.i:s "AR'E sTORED NOR UTILIZED WITHIN "TillS 1 iNr.:,::.--THiS Js APPLICABLE FOR ALL H-:) TO OBTAIN A MINIMUM COMPRESSNE STRENGTH OF 4000 PSI ® 28 DAYS. . {"'"··' ~UPANCY :~~LOSURts. 2. ALL OTHER CONCRETE SHALL BE PROPORTIONED TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF BOLT: ~<-,> ....... .-:; '-::;:.:--OT APPLICABLE FOR ENCLOSURES RATED OCCUPANCY FOR S OR U. ffi •. .3000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. SPECIFICATION OF THE CONCRETE STRENGTH FOR 1. ANCHOR BOLTS SHALL BE SET BY MEANS OF A TEMPLATE. REINFORCING STEEL MAY BE SPR ~~~A·~-~\\_;_~ J GENERAL CIVIL N SEAL SLABS MAY BE REDUCED TO 2000 PSI AT 28 DAYS.

TO ACCOMMODATE SLEEVES. REINFORCE SHALL NOT BE CUT. '-.4 -i2'1:CL""tJ-

) FOUNDATIONS 3. THE MAXIMUM NOMINAL AGGREGATE SIZE FOR FOOTING MATS & MASS POURS SHALL BE 1 1/2"' DIA. 2. USE PRECAST "PB" OR "DB" CONCRETE BAR SUPPORTS TO SUPPORT REINFORCEMENT Sl~Mt5Arr-:: ( - -31-1 1. GEOTECHNICAL INVESTIGbi.!Q!i; THE MAXIMUM NOMINAL AGGREGATE SIZE FOR POURS ABOVE MATS SHALL BE 3/4" DIA. 3. CLASS "B" LAP UNLESS NOTED OTHERWISE. ·- . C:. )

A. A GEOTECHNICAL REPORT BY GEOTECHNICAL ENGINEERING GROUP, INC. OF GRANO JUNCTION, CO, DATED 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615/615M GRADE 60 ( 420MPo). 4. NO ADDITIONAL REINFORCING IS REQUIRED IF OPENING !S LESS THAN 12" DIAMETER.

APRIL 27, 20D7 (JOB NO. 2628-G) IS AVAILABLE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL 5. UNLESS OTHERWISE NOTED REINFORCING STEEL SHALL BE SPUCED AS FOLLOWS : 5. EMBEDDED ITEMS SHALL HAVE A MINIMUM OF (2) ANCHORS. OF THE REPORT REQUIREMENTS. THE FOLLOWING DESIGN PARAMETERS HAVE BEEN DEVELOPED BASED ON 6. AU. EMBEDDED STEEL THIS DRAWING SHALL MEET ASTM A36. UNLESS OTHERW!SED NOTED. THIS REPORT. THE MORE STRINGENT REQUIREMENTS SHALL APPLY. IF CONDITIONS DIFFER FROM THOSE A) COMPRESSION SPLICES: 30 BAR DIAMETERS MINIMUM, BUT NOT LESS "THAN 12". 7. ALL EMBEDDED STEEL SHAI.L BE FINISHED AFTER FABRICATION AS SHOWN ON THE PROJECT DESIGN PRESENTED HEREIN, THE ENGINEER SHALL BE NOTIFIED BEFORE CONTINUATION OF THE WORK. B) TENSION SPLICES: SHALL BE CLASS "B" IN ACCORDANCE WITH ACI .318 (SEE SPLICE TABLE) ORAWlNG.

C) MINIMUM LAP FOR WELDED WIRE FABRIC SHALL BE ONE FULL MESH PLUS 2" BUT NOT LESS THAN 12" 8 . DIMENSIONS ON PROJECT DESIGN DRAWING ARE BASED ON FORMED CONCRETE. CONTRACTOH MUST 2. . S.ffiE&LE.QQI.!.tffi.S; 0) LONG MAT SPLICES TO BE STAGGERED I.E. NO MORE THAN ONE HALF THE BARS TO BE SPUC£0 AT OBTAIN WRITTEN APPROVAL FROM THE ENGII\I·Di PRIOR TO USING EARTH FORMED A. FOOTINGS SHALL BE DESIGNED FOR A NET ALLOWABLE SOIL BEARING PRESSURE AS GIVEN BY THE THE SAME LOCATION. CONSTRUCTION.

GEOTECHNICAL ENGINEER AT THE V/II~IOUS LOCATIONS IN THE PROJECT. 8. SUBGRADE SHALL BE INSPECTED AND SIGNED OFF BY A COLORADO STATE REGISTERED GEOTE:CHNICAL

ENGINEEH TO VERIFY THE ABOVE BEARING C/lf'ACITlES IMMEDIATELY PRIOR TO CONSTRUCTION OF THE FOOTINGS.

" " REVISION O(SCRIPTIOI-/ DATE '"' ~ e Chevron North America CHEVRON NORTH AMERICA & ' "' ISSUEO f'OR CONSTRUCTION 08/08/08 Exploration & Production MCilU PICEANCE FIELD DEVELOPMENT EPS

I+ OCM RfYlSEO GENERAL INI'ORMATION NOTES 08/19/08 CENTRAL F AGILITIES ISSUED FOR CONSTRUCTION REVISED ~ ..

1--'- REVlStO __ gENERAL INI'ORMATION NOTE #10 ! 1/1Jj06 ew MH OWG. SCAl(: NONE DRAWN BY: PA! (ES2) GENERAL CIVIL NOTES

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iOTES: 1. FOR CIVIL GENERAL NOTES SEE DWG. No. 2033 201 3Cl~CI 1101 01. "' " REVISION O(SCRIPTION OAH: '"' '" e Chevron North America CHEVRON NORTH AMERICA 2. FOR EXCAVATION ANO ENGINEER~IREMENTS SEf/' 0 JGR iSSUED fOR CONSTRUCTION 09/19/08 " '" Exploration & Production - MCBU PICEANCE FIELD DEVELOPMENT -EPS

OWG. No. zo:B-201-30 Cl 1101 01. "" c "' REVISED REf. OWGS. 12~2:yoe JGR '" CENTRAL FACILITIES 3. FOR DATUM ELEVATION SEE BEN N . . D.:'3:·20T"-30-'101-1~C~'I_l ---- OWG. SCAU:: 1/2",.,1'-0" ORAWH BY: DAW MBD-1075 LIQUID SEPARATOR FOUNDATION 4. FINISH TOP CONCRETE WALLS TRUE AND Lf.:VEL TO RECEIVE SKID.

~PROJECT OR!G. OATr: 11/12/2007 CHECKED 9Y: 00 / JCR 5. FINISH GRADE TO PROV!OE MIN. OF S 0" COVER FROM BOTTOM OF FOOTING.

ASSOCIATES PR\IJ(CT AIT: Al'f'lWVW BY: MD SHDEII O~W!NG NU).!SER I 1 ' 6. FOR SKID COORDINATES SEE FOUNDATION LOCATION PLAN OWG. 2033 201-30-CI 1102":: 15 t'"''"""('"~"·"'"'""""-"'"~""·'"c:. -·-- 2033 201 30-CI 1113 01 '""' ~. <•<~ """""·("'I;""""' '~""'"'·co."""'""""~"'"' PlOT SCALE: PLOT DATE: - -· -

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Chevron North America Expolorolion & Production - MCBU

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I DEVELOPMENT

CENTRAL FACILITIES CIVIL PLOT PLAN

CODE COMPLIANCE DATA

2003 International Building Code 2003 International Mechanical Code 1

2002 National Electric Code2

2003 Fuel Gas Code 2003 ICC/ANSI A 117.1 Acceptability Standard3

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: H25

Building Area: 520 sq-ft (enclosed space) Model Liquid Separator Building BASIC DESIGN CRITERIA

Building Type: S -Single Slope

DRAWING LIST

QTY NUMBER 66-20-H3PH-BLDG 1 OF 3 66-20-H3PH-BLDG 2 OF 3 66-20-H3PH-BLDG 3 OF 3 ENERPAN-DETAILS 8-30-SKID-SHT 1 OF 3

8-30-SKID SHT 2 OF 3 8-30-SKID-SHT 3 OF 3 CENTER OF GRAVITY 66-20-H3PH-ASSY-SHT 1 OF 3 66-20-H3PH-ASSY-SHT 2 OF 3 66-20-H3PH-ASSY-SHT 3 OF 3 2033-201-30-CI-1113-01 0706-100 0802-0101 0802-0102 0802-0103 0802-0104

DESCRIPTION LIQUID BUILDING SHEET 1 OF 3

LIQUID BUILDING SHEET 2 OF 3 LIQUID BUILDING SHEET 3 OF 3 BUILDING ATTACHMENTS DETAILS LIQUID SKID SHEET 1 OF 3

LIQUID SKID SHEET 2 OF 3 LIQUID SKID SHEET 3 OF 3 SKID LOCATION FOR CENTER OF GRAVITY LIQUID SKID ASSEMBLY SHEET 1 OF 3 LIQUID SKID ASSEMBLY SHEET 2 OF 3 LIQUID SKID ASSEMBLY SHEET 3 OF 3 LIQUID SKID FOUNDATION DRAWINGS ELECTRICAL JUNCTION BOX ELECTRICAL INSTRUMENT LOCATION PLAN ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN ELECTRICAL GROUNDING PLAN

Building Contains: Well Pad Separator, piping, valving and instrumentation

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 080208-CS-MBD-1 075 INSTRUMENT CONDUIT AND CABLE SCHEDULE

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 psi Floor Live Load: 125.0 psi Floor Dead Load: 10.0 psi

Approximate Weight of Building: 5,500 LB Roof Panel Span(s):

Span 1: 12'-8" Construction Type: liB LOADS: Snow Loading:

Ground Snow Load: 65 psi Flat Roof Snow Load: 75 psi

I,= 1.1 c.= 0.9 c, = 1.1

Wind Loading: Wind Speed: 90 MPH

Importance Factor: 1.15 Exposure: "C"

Wind Topographic Effect: 1.2 per IBC 2003 (3 sec. gust) GCpi = +/- 0.18 c.= 0.9

q,: 20.2 psi

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, S1 = 0.09,

Fa= 1.49, Fv = 2.4

Seismic Design Category: "B" Site Soil Bearing Capacity: 2000 psf (per IBC 2003) Site Soil Classification: D (per IBC 2003)

Other Loadings and Data: 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 4) This building is not designed for human occupancy except for periods of operation and 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. (20031ECC 101.2.1)

COVER PAGE

J.W. WILLIAMS INC.~,~~~ NO.

8/19/2008

a FLINT Compa Liquid Separator Building B

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ISO VIEW PLAN VIEW

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NOTES

REfERENCED DRAIJINGS

REVISIDN

r.o. '1.~'\.!ll!s LLIAM~-.. ~~~: v~~I·:>J-1• ... J.W._W_I .. _- ·~'"'""'"""" .......... ~ - D FIELD SERVICES - TION AN FABRICA

BUIUIING HDUSU«i DETAIL ENCLil~HEVRON

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LIFTING LUG SCAt.£: NONE

SEE DWG. 8-30-SKlD FOR OETNLS Ul"nNG LUG DESIGN ENGINElR CERl!FlfD

THIS OMW~G IS PROP!:IITY Of .J.W. 1'/!lLIAMS. INC, A FliNT COMPANY, AND IS NOT TO SE W~EO. COPlRO 0RI1Effi00l/CEO IN MY WAY WITHOUT THE llfliTTEN CONSENT Of J,W. WIW..IM\S, U'IC.

"'

•

SUGGESTED LIFTING DIAGRAM

NOTES NOTES'

1 ,) SUNG ARRANGEMENT SHOIJLO BE ADJUSTED lO N..JJ:1« FOR FIAT UFr. 2,) THIS DETAIL OAAWING FOR IU.US'I'Rf.TION PURPOSES ONLY, 3,) SIZING Of SPREADER BAR, CABI.ES AND OTHER UF'I!NG IAATERIALS TO BE CUSTOMER RESPONSIBIUTY

ES11WITEO SHIPPING WEIGHT: !50,020 lba.

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REFERENCED DRAVINGS

R£VISIDN

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FABRICATION AND FIELD SERVICES

BUILDING SUGGESTED LIFTING DETAIL

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E-PANEL

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WALL/ROOF CROSS SECTION

Seal Typ;cat ~Weallw Proofmg Malerial)

#14 Type"A" SCII~W

FASTENING DIAGRAM

THERM0-102 WALL PANELS

TYPICAL THICKNESS (A): I 1/2" TO 6"

STANDARD LENGTHS: 0 TO 27'

CORNER DETAIL CROSS SECTION

REMOVABLE STYLE ACCESS PANEL

jAiuminum Frame Delails I

··-: . ·-··

EXTERIOR WALL TO FOUNDATION WINDOW SPECIFICATIONS

fsmcone Seal

Structural Ste;l! Skid

TYPICAL THICKNESS (A): I 1/2" TO 6"

PLEXIGLASS SKYLIGHTS

INCLUDED:

DOOR SPECIFICATIONS

INCLUDED:

FASTENING SCHEDULE WINDOWS (36" x 36" AND LARGER) - 6" SPACING.

VENTS AND TURBINES - 6" SPACING

•• ~;._'ii':.:;,IC) DOORS- 12" SPACING (BOTH SIDES)

: 1/-// @]

/

:;::/=:::::::::::=!'· @£]

I !12" POLYURETHANE PANEL SYSTEM 24 GA. SHALE GREEN (MUNSELL SOIL) EXTERIOR 26 GA. WHITE INTERIOR

12'-8" W X 40' L x II' EAVE (12' PEAK) GABLE STYLE BUILDING

J. W. WILLIAM$ fNC. :A&o8R~xr~:!s ~~.9~H-~4

- of~lUT<:<>m~ony


GENERAL BUilDING DETAILS EN£RPAN BUILDINGS

.. ENERPAN-DETAILS

1.) CROSS MEMSER TO t.ONG eEAA1 SHAIJ. BE FORN CIJT PRO\IIDJNG 100lC I'VU. WEB CONTACT. FLAT PlATE 6fAM GUSSETS MUST BE HAMt.tER AT PRIOR TO wao!NG TO ENSURE£ I'VLL SUPPORT AND NO GAPS.

2.) TOL£RANCES FOR SKID CONSTRUcnON ARE M3 f'OU..OWS: +1/32~ PER FOOT ON WIDTH (SKID SURI"ACE l'l.ATNESS)

w6M:6f~1f~J0.21~~~6U'f~SAG~HEN~lOR LENGTH (Sl(!O SURFACE FLATNESS)

1/8• MAXIMUM DIFFERENCE IN ANY JOINT DEPTH. 1/4! $1(10 O!l.IENSIONS. J/16" MAXIMUM fW' TOL.'ERANCE 01' CROSSMEMBER WE9 TO LONG 8001,

3.) All STRUCTURAL WEUliNG SHAll. COMPLY WITH THE I.AlEST EDITION OF AWS 01.1.

4-.) THE STRUCTUIW.. SKID WELO!NG PROCEOURES SHAll. BE: FCAW FOR All STRUCTURAL STEEL JOINTS (BCAI.t FlANGES, WEBS, GUSSETS, ETC.) GW.W FOR NON-STRUCT\IRAL (WJ. WEl.OING, ORiP UPS, ETC.)

5.) THE STRIJCT1JRAL WELOS SHALL 6E: I'VLL PENETRAllON FOR AU. FlANGe TO FLANGE JOINTS FUll STRENGTH (f1UF;T) FOR AU OTHER STRUCTlJRAL WELOS (WEB, ETC.) SfAL WElDING FOR Nff NON-LOAD BEAAING WS.OO. FILLEr FOR All Ol11ER WELOS {C'fl.HiOO'I & PIPE SUPPORTS, . GUSSETS, VESSELS)

6.) All OIMENSIQNS ARE: TO CENn!RUNES ON 8E1WS ANO COUIMNS, TOP SURFACES OF PLAT£ FLANGES OF &AlliS. eACKS OF CHM1Na5 AND ANG!.£S, UNLESS NOTED.

7 .) ~ INDICATES OJRECTION OF GRATING SPAN.

8,) ITEMS DESIGNED AS SHIP LOOSE SHAU. BE ASSEJ.!Bt.m IN THE SHOP AS COMPLEI'aY AS POSSIBLE, PRIOR TO SHIPMENT.

9.) SKID lAOOER, PlAlFORN AN!) HANDRAILS TO BE PAINi'EO PER CUM PI'IJNT SPEClF!CATlON.

10.) DEC!< PlAT£ (ITEM 39) TO BE NON-SKID OOATEO PER CUENT SPEClRCATlON.

11.) AU. OIMa-ISIONS MUST BE VERiFIED PRIOR TO FASRICATlON.

12.) UFT!NG WEIGHr • 57,560 lba. TOTAL w/ MINIMUM SHACKLE CAPACilY • 50,000 lbll. FOR EACH UFT!NG LUG.

ISO VIEW SCALE: NONE

... J.W. WILLIAMS INC. ~~.ir1~~~ ~ oA.INTC<>rnp<~n·1


14'.-{l' x 35'-G' SKID FUR lrGUID SEPARAT!JR ASSY. <MBD-1075)

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SE£ UFnNG LUG DETAIL OWG. 0308-0106

• !IllS IJRI\WlNG IS AAOP(lllTY 01' J.W. WILLIM1S, INC. A fLlNT COMPANY. AND IS NOT TO SE LOI\NEO, COPJ~O OR RE'PilOOIXED IN ANY WAY WITHOUT TilE WRIHEN CONSENT Of J .• WIU..!A"\S, !NC.

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'"""' ..

14'-6' x 35'-{J" SKID FUR LIQUID SEPARATIR ASSY. <MBD~t075)

CHEVRJJN

I!U73 Qf(l ~ '""' ""' '""' """' $tiT• 2 IJ' 3

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STEP PLAN VIEW

2'-7Ji"

1'-S 1/4" 8

SECTION A-A

SECTION 8-8

~/.SS'f, REQ'O, - IS SHOWN~ 1$'(. REQ'O. - OPI'. fWOO

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3' 6" -"'•' ,.. ....

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PIPE SUPPORT 1 DETAIL SCAlE: 1/2"-t'-o"

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DRAIN PLAN SECTION C-C

DRAIN TROUGH DETAIL ~ 1/2"•1'-0"

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PIPE SUPPORT 2 DETAIL SCALE: 1/2"•1'-0"

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PIPE SUPPORTS 6 &: 9 DETAIL SCAU:: 1 1/2" .. 1'-o"

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PIPE SUPPORTS 3 &: 7 DETAIL

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PIPE SUPPORTS 8 DETAIL SCALE: 1 1/2°«1'-o"

ijQIE: SEE STRUClVRAL NOTtS OWC. 0308-0102.

2 '5/6" OLo\. HOI£

ELEVATION SECTION D-D

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PIPE SUPPORTS 8 DETAIL SCALE: 1 1/2" .. 1'-<l"

LIFTING LUG DETAIL SCALE: I 1/2"•1'-0"

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BREAKER CLOSE ENABLE

480V, 3PH, 3WIRE, 2000A, MAIN BUS BRACED FOR 65KA RMS SYM.

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INCOMING LINE SECTION

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DATE< 09/10/08

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2

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CENTRAL fACILITES

D.\1& 09/10/08 __

4BOV MCC ONE-LINE DIAGRAM

08/27/07 MIS Exploration & Productioo-~ 01/H/08 MIS .. 08/13/0iJ MAS 0'110. SCM.(: NONE PRAWN ilY: Pill (A!l!l)

0 Pill 1SSUf.O FOR CON$TRUC110N

1 Pill REVlSED - ISSUIW roR CONSTRUGnON

2 Pill REVlSEO PER 'IWDOR DRAWINGS

SHEET 1 OF 2 G NUilBER

09/10/08 ':Ws AMS OR!G. OAT!:: 1/2J/07 CII(Cl<fll SY:

rllll.IECT .lit: IJ'IWiUI 6'1':

PlOT SCAu:: PLOT OAtt:

P~ REVlSEO OMWlNG NUMBERS

2033-201-40-EL-0013-01

-------------------------------------~-----

3

A B c

Lh 1 25 3

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SCRUBBER PUMP RECOVERY OIL FILL PUMP UNIT Lh COMPRESSOR

4 7H 7K 7M 80 2

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6. 45KVA 480V-208/120V

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CONSTRUCTION 2 PAl REVISED PER VENOOR DRAWiNCS 08/IJ/08 1-JJ.S owo. S(:Al(l NONE DRAWl( UY: PAl (AilS) 480V MCC ONE -LINE DIAGRAM OAT& 09(!o/oa .3 PAl RtY1SEO SREI\KER TYPES 00/10/CB 1\MS .WS ORIG. OAT!:: 1/23/07 C!ICCXEO Iff: S~~~TNO 2~ffii~f:R .<2~-----roorJ

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-

2

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PANEL NAME LIGHTING PANEL LP-1

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LOCA"ON ELECTRICAL BUILDING

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PANEL NAME POWER PANEL PP-2

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LocAnoN ELECTRICAL BUILDING

VOLTAGE 208/120 VAGI 3 PHASE I 4 'MRE I225AMAINS MANU~~~~RER; CUTLER-HAMMER POW-R-LINE 1A £ VOLTAGE 208/120 VAG I 3 PHASE I 4 Yi'lRE I225A MAINS MANU~~~~RER; CUTLER-HAMMER POW R LINE 1 A £ CONDUIT/ CABLE # LOAD SERVED

BKR. CKT. 225AF A B C

SIZE NO. ~~T~ 1 }-t-1 8KR.

CKT. SKR. NO. SIZE

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( LP1-17) PUMP SKID 60 ~ -<>..-L...o- ~ 24VDC SHUNT TRIP POLE

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31 --oTo- [- 32 24VDC SHUNT lRIP POLE ( LPl-31 ) REBOILER/SURGE SKID No. 1 ~ j_ - f---::7 ~

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~ --o;o- - - ~ 24VDC SHUNT lRIP POLE

60 ~ --o.....L_o- -o-r-o-~ 60

30 AREA FlOODLIGHTING

FLARE SCRUBBER SK!D

CONDUIT/ CABLE # LOAD SERVED

BKR. CKT. 225AF A B C 225AT \. l. ) SIZE NO. MAIN r-T-BKR.

CKT. BKR NO. SIZE

LOAD SERVED CONDUIT/ CABLE #

( PP2-01) CONTROL BUILDING PANEL CBP-5

~ -oTo- ..o--o- 2 20 BLDG. INTERIOR RECEPTACLES (EAST & SOUTH ~ 100 ~ -o10- -o--.o- 4 20 BLDG. INTERIOR RECEPTACLES (WEST) ~

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7 --o-r-~ - -o o-1 ~'::+-+----------------+---~ ( PP2-07) STORAGE BUILDING PANEL SBP-7 50--:- !" r g --o_.l....o- -o--r-, ~ 10

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24VOC SHUNT TRIP POLE 21 ,..-,-., 22 lr;o='=="d-:::c=-::::=::::-=o=c---------t-:::-f-::::-J -o 1 o--;::-:- 30 24VDC RECTlFIER\No. 3 fi("P"P2"-"2"3")t;:FlA;;;,R;;EO<I'TGN;;;IT;-Oc,R;;;:;;PA'7N;;_E_:cL ___________ f';;20;';-f-;20:-j3 -o_....o- - >-o_.L..o- 24 ) ( PP2-25) COMBUSTOR PANEL 20 25 ..----,.,..L -o--r-o-- 26 ~~~e:f.:.:C::::C::C.:::C.:..CC::'---------f';;;';-f~--o - r·····- 1 -=- 60 TELECOMS BUILDING ~ 20 27 -o.--..o- -o_.l....o- 28 ~=:=:e:f-------------------E20::-+-:,:::-J9 -o---..o- _ ....c-o- 30 20 SWITCHGEAR SPACE HEATER

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PENDANT MOUNT UGHT. 260 WATTHPS

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WEAT1£RPROOF RECePTAa..EFOR CLASS 1, DMSKJN 2. 1'2!N/JC, 20 AMPS

f:QlJi. FlOOD UGiil' 250 WATT I-PS

ELEVA110NTO BOlTOM OF F1Xl\.AE 01-01 • CIRCUIT & CIRCUIT BRANCH tiiN PANEL LP1 AS • PHASE cotKCTION 1..81•UGHTtu'PORTDETAILON DWG.40-Pl~

GROUN>ROO

"""'""' lESTwaL

IRREVERSIBlE CRIMP GROUMJ GRID c::oN'ECTION lBElOW GROUND}

IRREVERSIBlE CRIMP GROUND TAP cotN:CT10N @§,OW GROUND!

PIPE ClAMP GBQ\,!~0 CONNECTION t'BB.O'N GROUNO}

~POST GROUND c::oNiEC110N !ABOVE GROlN)}

GROUNDING lRIAD

MAIN GRCll.N) GRID lotiO BARE COPPER 30" DEEP

PER N.E..C. 250.62F

PJPERACK.CABLETRAY SI.)Pf)(')RfS & MOTOR GRC>t..M)ING

( #2 TW GREEN COPPER GROUND)

Chevron North America Exploration & Producti011 - MCBU

CHEVRON NORTH AMERICA PICEANCE FIElD DEVELOPMENT-CPS UG!fTING LEGEND AND SCHEMATIC

D\\'G. SCM£: RGY

ORIG. OAT(: 08/:l·\/08

noJrcrm:: rwr SCILC

DRAWN BY: PAl

CHtCK£0 SY:

AI'P~WI'to an

PLOT OAl<:

SHEET2

'" DRAWING N !J8ER

D 2033-201-40-PL-4301-02

2

3

•

•

•

7

•

' 0

LEGEND

~ Fl.OODUGHT, 250 WATr HPS

EL(+)<W..e"' ELEVATION TO 60TrOM OF FlXTURE ()1{11AI:'I 01-.01 • CIRCUIT & CIRCUrT BRANCH II IN PANELLP1

L$1 AS • PHASE c::oNN:CTION

LP1"""""' 1..81 "LIGHT SUPf'ORT DETAIL ON DWG.~-4355-XXX

53: pgN!lANT MOUNT UGHi'. 260 WATT 1FS

El....(+)46"-e' ELEVATION TO TOP OF FDCTtJfU: 01.01AEI 01..(H•CIRCUIT&CIRCUITBRANCHIINPANELC8P.a

LS1 AS • PHASE CONfECTION LS1 • LIGHT SUPPOIUOETAflON DWG. ~

c-w STANQiiON MOUNTUGHT. 1tiOWATrHPS

EL(+)..JS'-8" ELEVAllON TO 9CITTOM OF FDffiJRE 01-61AB 01-D'I • CIRCUIT & CIRCUIT BRANCH # IN PANEL LP1

LS1 AS • PHASE CONNECTION LS1 • UGHT SUPPORTOETAIL.ON DWGAO-PI...-4356-XXX

~ WALL MOUNTUGHT. 1150 WATT HPS

EL(+)46"-6" ELEVATION TO TOP OF FJXTURE 01-G'IAI:'I 01-o1 • CIRCU!T & CIRCIJIT BRANCH II IN PANEl LP1

1.81 AD • PHASE CONfECllON 1..81 •UGHT SUPPORT DETAIL ON DWG.40-PL~ fF NO SUPPORt' U3 USTEO, FIXTURE BOLTS TO ~_STROCTURAL_~

JTiv .........,.UGHr eL(+)<W..o" ELEVAllON TO BOTTOM OF FlXll.JlE

30.(; 30 • CIRCUIT I IN PNEl. ~ 1.81 C • PHASE CONNECTION

LS1 • UGHTSUPPORTDETAIL ON DWG. ~

~ GN-TRON!CS HANDSET

HS-16 H$-T5 • HANDSET TAG NUMBER HS2 HS2 •HANOSETStJPPORTDETAIL ON DWG. 40-f'l...~

C] GAI-TRONICS OUTDOOR SPEAKER ,.,..,. 8ft. TS • SPEAKER TAG NUMBeR

@ GAI-'TRONICS INOOOR SPEAKER

8M1 SP-T1•8PEAKERTAGNl.IMBER

0 JUNCTlON BOX

LP1""""BC 1..1101-01 WB01..01•AINC110N BOX TAG NUMBER

~ Y§Al'HERPROOF RECEPTACLE FOB Cl.AS81, OMSJON 2.1'1JNNJ.. 20AMPS

lfFD POlE. Fl..OOD UGHT 2!0WAlTHf'S

EL(+).W-8" ELEVATION TO 801TOM OF FlXll.JlE 01..01AS 01.o1 • CIRCUIT &CIRCUIT BRANCH II W PNELLP1

L81 N!> • PHASE CONfECTlON LS1 •UGHTSUPPORTDETAIL ON DWG.-40-PL-43M-XXX

0 GBQIJHQ:BQQ

® QBQI.!NO TEST WELL

.J IRRE:VERSIBL.E CRIMP GROONO GR,t.P CONNEC'IlON <BEt.QW.~l

0 IRREVERSSlE CRII,/,I" GRO!.N)TAPCONN~GR®Jml

"i!!" Pf'E Cf../WR GR<JI.A'.lO CONNECllON~GROUNQl

- 8ER\IIT POST GROUNO CONNECTION CAB0yE QBQUND..l 7 v ~NGTRWJ

MAli GROtlm GRID t.w MB!;: COPPER 30" QEEP

SOUTH-WEST C.P.F. Pl3'l N.E.C. 260..52F

!i!lQQ TANKS & VESSEl. GROlN) ti2IO BARE COPF'§'l ( UNLESS OTHERWISE NOTED )

PJF>gRAQ<.CAB!.ETRAY SUPPORTS & MOTOR GROONDIN9

( #2lW GREEN CO?P'ER GROUNO )

CHEVRON NORTH AMERICA PICEANCE FIELD DEVELOf'MENT-EPS LIGHTING lEGEND AND SCHEMATIC

SHEET3

SOUTH & SOUTH-WEST C.P.F.

LEGEND

e<&-EL {+}45'..(1"

01.01A8 lB1

:0 EL (+)45'-6"

01{11AB lB1

e-m EL("t-)45'-6"

0141AB lB1

r:B: EL(+)-45'-6"

01.o1AB lB1

EL(+).fB..()"

""' lB1

Cl

® SP-T1

0 t.J001.01

lflCJ EL (+).W.e"

01.o1AB LS1

0 ®

.J •

-

FlOOOUGHT. 250 WATI liPS

EI.EVATION TO BOTTOM OF FIXTIJRE 01.01• CRCUIT & CIRCUIT BRANCH j t-l PANELLP1 AS • PHASE CONNECTlON l81• UGHTSUPPORT OETNLON !WIG. o40-Pl-43$XXX

f"ENNANT MOUNT LIGHT 2W WAlT HPS

EI..J.:VATION TO TOP OF FDCTURI: 01.01 • CRCUIT & CIRCUIT BRANCH liN PANEL C8J>.$ AS • PHASe CONNECllON LS1• UGHT SUPPORT DETAJLON DWG. 4().Pl~

STANCHION MOUNTUGHr. 160 WATT HPS

ELEVATION TO 901'TOf.l OF FIXTURE 01..01•CRCUrT&CIRCUrT8RANCHf.lll PANEI..LP1 AS • PHASE CONNECTlON l81•UGHT SUPPORrOETAILON DWG.40-PL~

WALL MOUNT IJGHt 1M WA.TI HPS

ELEVATION TO TOP OF FOO'URE 01.01 • CRCUrr & CIRCUfT BRANCH I IN PANEL I.P1 AS • PHASe CONNEC110N L81 • LIGHT SOPPORTDETAILON DWG. 4().f'L~ IFNOSUPPORTtSUSTED, FIXTURE BOlTS TO EXISTWG STROCTUIW. STEEL

_.....,.LIGHT ELEVA noN TO BOTTOM OF FIXTURE 30 • CIRCUIT f. ~ PANEl. UPS-XX C • PHASE CONNECllON LS1•UGHT SUPPORTDETAU.ON DWG..w.A.-4356-XXX

GAI-lRONICS HANDSET

HS.T& •HANDSET TAG NUMBER HS2 • HANDSST SUPPORT DETAIL ON DWG. 40-Pl..-4355-XXX.

tw-TRONICS INDOOR Bf"EAXER

SP-T1• SPEAKER TAG NUMBER

JUNCilOH BOX

LJ901-o1• JUNCllON BOX TAG NUMBB't

~RECEPTACLE FOR ClASS 1.DMSION 2, 121NN;, 20AMF'S

PO!..S. R.OOD LJGHr250 WATT f.FS El.SVAT!ON lO 8C1TTOM OF FlXlURE 01-01 • CRCUrT & CIRCUIT 8RANCH f. IN PANEl.lP1 AS • PHASE CONNECTlON LS1 •LIGHT SUPPORT DETAU.ON DWG. 40-Pl-4355-XXX

!~CRIMP GROUND GRIP CONNainoN (8.§ ON GROUND>

!~BLE CR!W GROUND TAP CONNECTION IBElQW"GROUNOJ..

f'JPE a.AMP GRO!JNO CONNECTION f8EL.OW GROON>>

~ ¥ .,.,...,...lRW)

MM.! GROUND GRI:l fUIO BARE COPPER 30" DEEP PER N.E.C. 250BlF

SKI>. TANKS & VESSEL GROU.MQ tf2XJ BARE COPPER (UNLESS OTHER'MSE NOTeD )

P..!~Ct.BLE!RAY SUP?ORTS & MOTOR GROI.J'oiOIN<3 ( #2 TW GREEN COPPER GROUND}

CHEVRON NORTH AMERICA PICEANCE FIELD DEVELOPMENT .t':PS LIGHTING LEGEND AND SCHEM.\TIC

2

F

E

0

c

B

A

2 3

'--0 I I

<,HOMERUN r--<p

I I I I

4

JUNCTION BOX DCJB-1075

'--0 I I cr-: HOMERUN ;

4

5 6 7 8

F

SOV-10758 r--~------------------l ! ZSC-10758 I E

I I I I I I I I I I I I I I L ____________________ j

~----------~----_/ 0

(i) PEUCAN

to sa ot€NEAGY CONSULTANTS llC COV;NGTON,LA • METAIRIE,LA

5 6

NOTES:

1. N..L CABI..E SiEl.DS TO OC T,I.PEO Off 00 FIELD C€\10:: 00.

~ JUNC'llCX>I SOX TO SE ffiOOS£-HINOS f.a-242«JB-CCP, IW!H Sf. Sf. HNGES, MOJNnNG UJGS, l.ANICC¥0 NAMEPLATE, WTH 2- 2" AND 6- 1-1/2v COOOUT (')"S.UNGS IN THE BOITCM, .6.NO 8- 1-1/2" OO!'OJIT Cf!ENINGS Cf'l EA0-t SIDE . .oiU Cf'f:NING'S TO BE Slf'PUED W'IH SQ. HO. PUJGS.

3. TERMiriJIL 81..00<: PHEGIIX lf3044102 l'r?E UT4.

CHEVRON NORTH AMERICA E&P PICEANCE FIELD DEVELOPMENT- CPF

LIQUID SEPARATOR (MBD-1075)

c

B

JUNC110N BOX {DCJB-1075) A

7 8

I 2 I 3 I 4 -I 5 i 6 I 7 I 8

SYMBOL LEGEND

SYMBOL

I I 11 ;>< JUNCTION BOX

F F

1- 1-

E

-

/ -

D

1-

c

-

B

-

I 2 3 4

II

INSTRUMENT LOCATION PLAN ~' 1/2'•1'~1)"

I

(i) PEliCAN

··•••'ENERGY CONSULTANTS llC COVINGTON, LA • METAIRIE, LA

5 I

II I~ '

0 1f1) till-

IJX

6 7

'>~"''~ '~ __.-'

\...... ROXTEC ELECTRICAL PENETRATION (I @ #S008000000121, 1 @ #AWK0001201021. 2 @ #ASP0001200021,

12 @ #RM20 MODULE, 8 @ #RMJO MODULE, 6 @ #RM40 MODULE, 2 @ I/RM60 MOOULE.)


LIQUID SEPARATOR (MBD 1075) INSTRUMENT LOCATION PLAN

RT I

o8o2o8 I~

I 8

E

-

D

-

c

-

B

-

A

I

I (

I I i

I I f 1

J

E

D

c

B

1, CONTRACTOR SHAll. PROVIDE ATIACHEO ON F'ACE OF POVIE:R PANEL. A 1/16" 1HICK PHENOUC NAMEPLA lE, BLACK VIITH 'MiiTE LETTERS ro REAO.

3 4 5 6

(T'!!'. 4 PL)

7 8

YfB I

DOORS (TYP. 2 PL.)

---------PANEL •LP-107!Sw 120/208V

2. CONTRACTOR SHAll. PROVIDE A PANEL DIRECTORY CARD. 3, PER NEC ART-110 MAINTAIN DISTANCE OF 2'-6" FRQJ FRONT OF PANEL TO NEAREST OBSTRUCliON. 4. SEAL-OFFS SHALL BE PLACED IN AU. RECEPTAQ.E CONDUITS

WITHIN 18~ Ot RECEPTAQ.E UUNCl10N BOX. 5, MOUNT RECEPTAQ..E 1'-G• FROM FINisH FLOOR TO CENTERUNE OF RECEPTACLE. 6, SEE DRAWING f 0802-0102 FOR BUBBlED ITEMS MATERIAL UST.

ol @)/

~= ~

'@)

~ --..:::::

( !'--- ./1' . -

t fO 3 1/2"

1:t .., " ..

RECEPTACLE NEMA~ OONAGURATION ~~

OJl' RECEPTACLE

5-20R

••

EXPI OS!ON PROOF RECEPIAC! E DETAIL ® N.T.S

2

LP-1075-4,6

POWER PLAN N.T.S

PANEL "LP-1075" SEE NOTE #3

12" CABLE TRAY FRC!.4 El.£C1RICAL PENETRATION TO

DCJS-1075 AND lP-1075

100

I 1'

20

CROJSE-HINOS fENRC21201. THRU. FEED ASSEMBLY ¥11TH SPRING DOOR OPEN RECS'TACl£ CATALYTIC HUB SIZE 3/4", 125V, 20 ANPS, ClASS I, OIV. HEATER A l.t2, GROUPS B.C.O. ARK-GARD 2. FACTMY SEAL (rn>. 4-PlACES).

CATAlYl\C HEATER B

UGiTS

EMERGENCY UGHTS

SPARE

SPACES

j_ !lllla

ROXTEC ELECTRICAL PENETRATION

N SEE DWG. #08D2-D1 D1

t-FOR PART NUMBERS

DO NOT GROUND PANEL NEUTRAL.

20

\.---SPARE 20r---GFCI

~~--.<' / RECEPTAClE(S) A 20r---GF'CI

f-ll.---./ / RECEPTAClE(S) 6 20r---GFCI

j-A---f/ HEAT TRACE A 20r---GFCl

f-l.ll---.// HEAT TRACE 8 20r---GFCI

'----SPARE

'---SPARE

SPACES

MElHOO OF TERMINAllON BY OTHERS. PANEL AIC RAllNG IS 5,000A 0 208V AC.

~N ,,,,,,ENERGY CONSUlTANTS llC CO\"'NOTON. LA • METAIRE,t.A

5 6 7

CHEVRON NORlli AMERICA E&P PICEANCE FIELD DEVELOPMENT- CPF

UQUID SEPARATOR (MB0-1075) POV£R PLAN

F

E

D

c

B

A

3 4

E

INSULATOR 801}1 SIDES

D

C> C>

C>

C> GROUND BAR (COPPER)

C> BOITOM Of BAR 1 '-6" FROM FLOOR

' C>

C> C>

C> ' c C>

SEE NOTE #1

GROUND BAR ELEVATION N.T.S

B

1.) SKID 'vENDOR TO DRILL & TAP 2 HCU:S ON OPPOSrTE CORNERS Of THE SKID. DRILL AND TAP 1/2-13. TO BE USED BY OTiiERS FOR SKID GROUNDINGS.

A 2.) JJNCllON BOXES AND HEATERS ARE MOONTEO TO H/2" x H/2" K 1/4" ANGI.£ ON HORIZONTAL PLANE. l;fRTICAL ANGLE IS ATTACHED TO HOO!ZONTAL ANGLES (3) AND GROUND BAR IS BOll!D TO ANGIJ:.

3.) CATALYTIC HEATER - #12 THHN w/ Jjl( RMC.

2 3 4

LP-1075-5

5 6

1 1/2"X1 1/2"X 1/4" -( SEE NOTE #2

CATALYTI HEATER

OCJB-1075

1 1/2"X1 1/2"X 1/4" '<. SEE NOTE #2

(i) PELICAN

·e••··eNEAGY CONSULTANTS U.C COVINGTON. LA • MET A!RIE, LA

5 6

7 8

F

E

SEE NOTE #1

D

c

B


LIQUID SEPARATOR (MBD-1075)

~~ GROUNDING PLAN A

7 8

Chevron Piceance Basin Project Liquid Separator Skid- MBD-1075 Instrument Conduit and Cable Schedule Document #080208-CS-M B D-1 075 Revision D

Cable Number Instrument Cable, Type 300V, CU, Stranded Conduit Size & Type From To Comments

LIT-1075A 1 PR. #16 SHLD. 15" RMC OCJB-1075 LIT-1075A --LIT-1 075B 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 LIT-1075B LIT-1075C 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 LIT-1075C ·-LIT-10750 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 LIT-10750 ·-·-FIT-1075A 1 TRI. #16 SHLO. 1.5" RMC OCJB-1075 FIT-1075A ---·----PIT-1075A 1 PR. #16 SHLD. 1.5" RMC OCJB-1075 PIT-1075A ------PCV-1075B 1 PR. #16 SHLO. 1:5"RMC OCJB-1075 PCV-1075B FIT-1075B 1 TRI. #16 SHLO. 1.5" RMC OCJB-1075 FIT-1075B PIT-1075B 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 PIT-1075B --LCV-1075A 1 PR.. #16 SHLO. 1.5" RMC OCJB-1075 LCV-1075A TIT-1075 1 PR. #16 SHLO. 1.5" RMC OCJB-1075 TIT-1075

FIT-1075C 1 TRI. #16 SHLO. 1.5" RMC OCJB-1075 FIT-1075C ---PCV-1075A 1 PR. #16 SHLO. .1.5" RMC OCJB-1075 PCV-1075A LCV-1075B 1 PR. #16 SHLD. 1.5" RMC OCJB-1075 LCV-1075B SOV-1 075B 4 PR. #16 SHLO. 1.5" RMC OCJB-1075 ZSC-1075B

OCJB-1075 ZS0-1075B OCJB-1075 SV-1075B --OCJB-1075 HS-1075B

1--

-------

C:\Oocuments and Settings\matthewcosta\Oesktop\RT\Transmittals\080208-T0027\080208-CS-MBD-1 075 Rev D.xls

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