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HomeMy WebLinkAboutApplication- PermitProtect Address DR DEBEQUE, CO Owner Information Garfield County Building & Planning Department 108 81h Street Suite 401 Glenwood Springs, CO 81801 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Issue Date: 10/26/2011 Expires: 04/23/2012 Subdivision Section Township Range 213732100008 Address Phone Cell Chevron USA Inc (970)245-5255 (970)589-5036 760 Horizon DR Grand Junction CO 81506 Contractor(s) Phone Primary Contractor KS Industries, LLC (970)242-3300 Yes Proposed Construction 1 Details Vapor Recovery Skid building FEES DUE Fee Amount Commercial Building Fee $111.25 Manufacture Fee $400.00 Plan Check Fee $72.31 Total: $583.56 Valuation: Total Sq Feet: $ 4,176.00 240 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLCO-10-11-21464 $ 583.56 Credit Card Credit Card $529.45 $54.11 $ 0.00 Required Inspections: For Inspections call : 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Wednesday, October 26, 2011 2 " GZ y-�fi Zd Co u n iy 108 8" Street, Suite 401, Glenwood Springs, CO 81601 P12:970-945-8212 Fx:970-384-3440 Inspection Line:888-868-5306 www.garheld-eountv.eotn l % ; U Y RUII_DINIP,, Y,. PL ANNJNi BUILDING PERMIT APPLICATION ocr , 4 loll t r w ij'i 16 II l STAFF USE ONLY Special Conditions: Parcel No: (this information is available a, the assessors office 970-945-9134) 2137--���-00-008 Lot No: Block No: Subd./ Exemption: 2 Job Address: (if an address has not been assigned, please provide CR, H1VY or Street Name & City) or and legal description Section 35, T5S, R98W, 6th PM, Garfield County, Colorado VBEIDl1Ty 3 Owner: (property owner) Chevron U.S.A. Inc. Mailing Address: 760 Horizon Drive Grand J.nction,CO 81506 Ph: 970-257-6042 Alt Ph: 970-589-5036 4 Contractor: KS Industries, LP Mailing Address: 2793 Skyline ct. unit a Grand Junction, CO 81506 Ph: 970-242-3300 Alt Ph: 5 Manufactured home installer: Mailing Address: Ph: Lic #: 6 Architect: Mailing Address: Ph: Alt Ph: 7 Engineer: Power Service, Inc. Mailing Address: 5625 Chapman place Casper, WY 82604 Ph: 307-472-7722 Alt Ph: 800-743-4774 8 Sq. Ft. of Building: 240 Sq. Ft. or Acres of Lot: 37,462 Height: 14' - 3" No. of Floors: Single Story 9 Use of Building: :Residential ®Commercial :Other Class of Work: ®New :Alteration :Addition :Repair ❑Demo :Move 10 Describe Work: Vapor Recovery Skid with enclosure installation and utility hookups Building enclosure designed to cover equipment and protect workers from elements -no flooring or permanent utilities 11 Garage: NA :Attached :Detached Septic: NA DISDS :Community Type of Heat: LINat. Gas :Propane :Electric :Other 12 Driveway Permit: NA Owners valuation of Work: $148,742 NOTICE Authorih. This application for a Building Pennit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Leval Access. A Building Pennit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits 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 commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after comrnencenment. CERTIFICATION 1 hereby certify that i have read this Application and that the information contained above is true and correct. 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 accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, i agree that 1 and my agents will comply with provisions of any federal, state or local taw regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Pennit may be suspended or revoked, upon notice from the County, if the location, construction or use of the stnlcture(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. 1 hereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Pennit does not prevent the Building Official from: (1) requiting the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is itt violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, i acknowledge that responsibility for compliance 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. 1 HEREBY ACKNOWLEDGE THAT i HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: �.�. �--- /0/73 // / Ow \E S SIGNAT E DATE t r w ij'i 16 II l STAFF USE ONLY Special Conditions: Adjusted Valuation: y,/7&.00 Plan Check Fee: 72.3/ Permit Fee: /1/. i$' Manu ItetnrFee: qap02-- Mist Fees: Total Fees: 585. Sb Fees Paid: 51-111 Balance Due: s 29. $‘c BP No & Issue Date: ISDS No & Issued Date: OW) li all G Setbacks: F lov', g t o o; 5100' OCC Group• r i Const Type: •fig "Lo ting: p_.... AP OVAL DATE APPROVAL DATE CONDITIONS OF PERMIT BLCO-10-11-2249 Chevron USA Inc Vapor Recovery Skid Building DeBeque, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 5) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 7) CDOH INSIGNIA MUST BE VERIFIED PRIOR TO FINAL/COMPLETION INSPECTION. 8) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR CO/COMPLETION APPROVAL. Building Plan Review Description of Work: Vapor Recovery Skid building Bin #: Location Address: DEBEQUE, CO I General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -10-11-7024 Parcel: 213732100008 Application Date: 10/14/2011 Owner: Chevron USA Inc Applicant: Chevron USA Inc Applicant Phone: (970)245-5255 Email: Building Planninq/Zoninq Engineered Foundation °' Property Line Setbacks Driveway Permit 30ft Stream Setbacks Surveyed Site Plan J Flood Plain N/A Septic Permit and Setbacks / Building height / Grade/Topography 30% / Toning Sign -off //A Attach Attach Residential Plan Review List Road Impact Fees Minimum Application Questionnare HOA/DRC Approval Subdivision Plat Notes Grade/Topography 40% Fire Department Review Planning Issues Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions /__4pplication Signed `d Pian Reviewer To Sign Application Parcel/Schedule No. /4/4 40# Snowload Letter - Manu. Homes Soils Report Subdivision Plat General Comments: 1, /44,,-)471 4//16,0,0 ',m04-Fce ///. Z 4C l cee 7Z_ 5 / 7 7-47— ,S'$' 3 $ Pa/ 5V // e : ,5z9, 75 Wednesday, October 19, 2011 1 GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-countv.com 0) 4 2011 L;UUNTY BUILDING & PLANNING COMMERCIAL OR MULTI -FAMILY BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided. Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. COMMERCIAL OR MULTI -FAMILY BUILDING PERMIT APPLICATION CHECKLIST This checklist is to be used with all commercial or multi -family construction. APPLICATION FORM: Please make sure the following information is provided on the application. • Parcel number obtained from the County Assessor's Office. • Job address (assigned physical address). • Legal Description: lot, block, filing, subdivision or tract, section, township and range. • Owners name, mailing address, phone, fax, or cell. • Contactors name, mailing address, phone, fax, or cell. • Architect/Engineer's name, mailing address, phone, fax or cell. • Building size, height, number of stories, lot size. • Use of building (commercial) • Class of Work (new, addition, alteration, repair, demo, move, other) • Description of work. • Type of heating (natural gas, propane, electric, other) • Sewer system (Community or ISDS), also see other items below. • Garage (attached or detached) • Driveway permit (please see other items below) • Valuation (labor and materials) OTHER ITEMS: • If you anticipate obtaining a water -tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required to submit building permit application). • ISDS requires a septic permit application to be submitted with the building permit application. • A separate electrical permit must be obtained from the State of Colorado Electrical Board. • Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601. • If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • If you belong to a Homeowners Association (HOA), it is your responsibility to obtain written approval, if required. • Provide copies of any Resolutions and/or Land Use Permits associated with this property. • Projects with more than ten (10) occupants require plans sealed by a Colorado Licensed Design Professional. Occupant load shall be calculated by IBC Table 1004.1.1. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups. BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. Certain projects may also require a third copy of the plans be submitted to the local Fire District for review prior to permit issuance. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. • Property address/legal description. • North Arrow and Scale on each page. • Show all property lines, building envelopes, flood plain, and easements. • Provide setback distances from boundaries, buildings, septic, well, and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) • Retaining walls (engineer stamped detail required for walls over four (4) ft, measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. COVER SHEET: • Project identification. • Project address and/or legal description. • Design specifications to include building use and occupancy classification, type of construction, building height and area calculations, occupant load, and fire sprinkler systems. ARCHITECTURAL PLANS: Please provide the following information on the architectural plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Design Professional stamped plans. • Minimum four (4) elevations (N,S,E,W) • Floor plans for each level including dimensions and scale noted. • Clearly label each room or space (office, storage, mechanical, elevator, etc). • Wall types; clearly labeled and referenced. Identify all fire resistive wall construction. • Construction details for all fire resistive elements referenced on floor plans and cross sections. Include wall, floor/ceiling, roof/ceiling, shaft wall assemblies, and structural frame. Provide the fire resistive listing number referenced on each assembly detail. (ex. UL P123) • Window & door sizes, types, and operation and direction of swing noted on the floor plan. • Specify roof slope/pitch, roof covering, and siding materials. • Energy design specifications/details for R -values, U -factors, and SHGC's per IECC. • Stair and guard details specifying rise, run, height and spacing. • Accessibility; show compliance with accessibility requirements for all elements of the building per IBC, Chapter 11 and ICC/ANSI A 117.1, ADA, FHA, and UFAS. STRUCTURAL PLANS: Please provide the following information on the structural plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Engineered foundation design per soils report. Geotechnical report referenced. • Design specifications to include roof and deck snow load, wind and seismic design, frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, trusses and all live/dead loads specified. • Framing /connection details referenced on plans. • Pre -manufactured structures require an engineers stamp, signature, and date. MECHANICAL PLANS: Please provide the following information on the mechanical plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Energy design calculations and details verifying compliance with the 2009 IECC. • Floor plans for each level showing size, location and materials of all ductwork, plenums, return and outside air intake registers. • Size and location of all combustion air ductwork and openings. • Size, type and termination of all gas appliance flues and vents. • Location of all fire and combination smoke/fire dampers. • Equipment schedule for all mechanical equipment (boiler, furnace, exhaust fans, etc). • Commercial kitchen hood location, hood and duct sizes, CFM calculations. PLUMBING PLANS: Please provide the following information on the plumbing plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing DWV layout and sizing, materials, slope and sewer location. • Water piping materials, length and size of pipe, water meter location, fixture unit demands, location and type of backflow prevention devices. • Gas piping materials, length and size of pipe, gas meter location, and BTU/hour demands. • Additional piping plans for roof/deck drains, condensate, medical gas, etc. • Plumbing fixture schedule for all plumbing equipment. • Commercial kitchen plumbing fixtures, food preparation equipment, grease interceptors, etc. ELECTRICAL PLANS: Please provide the following information on the electrical plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing location of lighting fixtures, switches, receptacles, emergency exit signs and lighting, and panel location. • Diagram showing service entrance, conduit/wire size, main disconnect size, grounding electrode/conductor size, feeder conduit/wire size, transformers and generators. • Panel schedule showing bus/breaker sizes, circuit description, voltage, phase, amperage, etc. NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The Permit Fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by a person having written authority from the owner to act as their representative. I hereby acknowledge I have read, understand, and will abide with the requirements of this checklist. I ) L---,- tr SignOre of Own6r Date /o/i3/�/ Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-county.com 1111411111VVILICh4iIrii:1161I.011%.111,10111111 Reception: 805197 07/13/2011 04:06.15 PM Jean Rlberico I of 2 Rec Fee:$0.00 Doc Fee :0.00 GARFIELD COUNTY CO LAND USE CHANGE PERMIT (Amendment to a Special Use Permit) Issued to: Chevron USA Inc. hi accordance with the Garfield County Unified Land Use Resolution of 2008, as amended, the Director of the Building and Planning Department hereby authorizes, by Administrative Review, the following activity: Special Use Permit Amendment to amend Resolution 2009-41 to replace fourteen (14) 500 bbl existing frac tanks with five (5) 1,000 bbl closed top upright tanks with vapor recovery and SCADA including a provision to install three (3) additional 1,000 bbl closed top upright tanks in the future on well pad SKR-598-35-BV and property owned by Chevron USA Inc. (Parcel Numbers 2137-321-00-008 and 2139-163-00-014). All proposed tanks shall be located within a surface mounted containment area and all 24 existing frac tanks and secondary containment berm shall be removed with the development of the proposed tanks and secondary containment. This Land Use Change Permit (Amendment to a Special Use Permit) is issued as a non - substantial modification to Resolution 2009-41 and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Unified Land Use Resolution of 2008, as amended, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. The site plan depicting this amendment is attached as Exhibit A. BUILDING AND PLANNING DEPARTMENT, GARFIELD COUNTY, COLORADO Fred . ailiTan A C— Building & Planning Dept ut, Director SOAR 6800 E`siislI Ilii#il#!Ili 1+, fIIt ntl )�i+:�+3i aaa as 5 e�y a 9 e S 1k „ 111111 hri I'{11ilrsr„fli+, Hi 11111 Receptionff: 805197 07/13/2011 04:06.15 PM Jean Plberico 2 of 2 Rec Fee:$0.00 Doc Fee:0.00 GPRFIELD COUNTY CO ®IIIriPliiiVAP iINUI#1IiN i1iltnicriliiY.W111III Recept.ion#: 805025 08/02/2011 10:67:11 AM Jean Albertca 1 cf 4 Rec Fee:$0.00 Doo Fee:0.00 GRRFIELD COUNTY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on, Monday, the 20th day of June A.D. 2011, there were present: John Martin Commissioner Chairman Mike Samson , Commissioner Tom Jankovsky Commissioner Carey Gagnon Assistant County Attorney Jean Alberico , Clerk to the Board Ed Green (absent) County Manager • when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 2011- 41 A RESOLUTION CONCERNED WITH 1Hi!, REVISION OF CONDITION 18 OF RESOLUTION 2009-41 FOR A TWO (2) YEAR TIME EXTENSION FOR A TEMPORARY PRODUCED WATER MANAGEMENT FACILITY (SUAA-6786) LOCATED IN THE SE% NE'/4, SECTION 35, TOWNSHIP 5 SOUTH, RANGE 98 WEST, 6TH PM, GARFIELD COUNTY, COLORADO PARCEL NUMBERS: 2137-321-00-008 AND 2139-163-00-014 Recitals A. The Board of County Commissioners of Garfield County, Colorado, received an application for an amendment to a Special Use Permit, revising Condition 18 of Resolution 2009-41. B. The temporary producedwater management facility is located on well pad SKR 598 -35 -BV and approximately 18 miles northwest of the Town of DeBeque, CO. The facility is accessed from a private road off of County Road 211 and within property owned by Chevron USA Inc. C. The subject property is contained within the Resource Land/Gentle Slope zoning 1 mu( InP,Jiihrow whent4"Iittiva Pi Rim Receptionp: 806028 C8/02/2011 10:57:11 AM Jean Alberica 2 of 4 Rea Fee:$0,00 Dao Fee 0.00 GARFIELD COUNTY CO district and an amendment to a Special Use Change Permit to revise Condition 18 of Resolution 2009-41 requires approval through a Special Use Permit Amendment Process by Garfield County. E. The Board is authorized to approve, deny or approve with conditions an amendment to a Special Use Permit pursuant to Sections 1-301 and 4-107 of the Garfield County Unified Land Use Resolution of 2008, as amended. F. The Board of County Commissioners opened the public hearing on the 20th day of June, 2011 upon the question of whether the Special Use Permit Amendment application, SUAA 6786, for the amendment of Condition 18 of Resolution 2009-41, should be granted or denied, during which hearing the public and interested persons were given the opportunity to express their opinions regarding the application. G. The Board of County Commissioners closed the public hearing on the 20th day of June, 2011 to make a final decision. H. The Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determinations of fact: 1. That proper posting and public notice was provided as required for the hearing before the Board of County Commissioners. The public hearing before the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at that hearing. 3. For the above stated and other reasons, the Special Use Permit Amendment to revise Condition 18 of Resolution 2009-41 is in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. 4. The application has met the requirements for Amendment to Approved Land Use Change Permit (Sections 4-107 and 4-501) of the Garfield County Unified Land Use Resolution of 2008, as amended. 5. The proposed Land Use Change Permit for a time extension is consistent with the applicable provisions of the Garfield County Comprehensive Plan of 2030. RESOLUTION NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that: 2 ■llll riPflil4t#14I4tiGIS,1441101r iIi/Iih IF III Recept ien#: 806028 08/02/2011 10:57:11 PM Jean Rlberioo 3 of 4 Rec Fee:$0.00 Doc Fee:O,E2 GPRFIELD COUNTY CO A. The forgoing Recitals are incorporated by this reference as part of the resolution. a. The Special Use Permit Amendment, SUAA 6786, to revise Condition 18 of Resolution 2009-41 to allow a two (2) year time extension for the temporary produced water management facility to operate with an amended expiration date of July 7, 2013. Dated this / day of a c , A.D. 20 i l . Al1'bST: GARFIELD COUNTY BOARD OF COMMISSIONERS, GARFIELD COUNTY,CO A e,ti Nl ems' erk of the Board Upon motion duly made and seconded the foreoing Re 'on was opted by the following vote: COMMISSIONER CHAIR JOHN F. MARTIN COMMISSIONER MIKE SAMSON COMMISSIONER TOM JANKOVSKY ,AYE ,AYE AYE STATE OF COLORADO County of Garfield )ss I , County Clerk and ex -officio Clerk of the Board of County Commissioners, in and for the County and State aforesaid, do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said 3 11111 5111 Re��Y+�N'hW�e®Fr �IG.li�hl ih�I Ii Ktl+i+t1 » 08/02/2011 10:57:11 8M Jean 0lberloo 4 of 4 Rec Fee:S0.00 Doc Fee:0.00 GARFIELD COUNTY CO County, at Glenwood Springs, this day of , A.D. 20 County Clerk and ex -officio Clerk of the Board of County Commissioners 4 111 En. I i rilkIYIKIWIVWCl ti' lrl g'k BI II I Feceptiong: 770880 07707/2009 12:10:07 PM Jean Aiberico 1 of 1 Rec Fee:$6.00 Doc Fee:0.00 GPRF(ELD COUNTY CO SPECIAL USE PERMIT for Chevron USA, Incorporated on Well Pad 35 -BV located in the SEz/SW'/ of Section 36, TSS, R98 West of'the 6 P.M. in Garfield County, Colorado. In accordance with and pursuant to the provisions of the Garfield County Zoning Resolution of 1978, as amended, and Resolution No. 2009-41 of the Board of County Commissioners of Garfield County, State of Colorado, hereby authorizes, by Special Use Permit (SUP 18908), the following activity: Installation / Operation of a Temporary Produced Water Management System located on the 35 -BV Well Pad on .86 acres of an approximately 54,000 -acre tract owned by Chevron USA, Incorporated, further described as Parcels # 2137-321-00-008 and 2137-163-00-014 The Special Use Permit is issued subject to the conditions set forth in the above-mentioned resolution, and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Zoning Resolution, Subdivision Regulations, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. ATTEST: GARFIELD COUNTY BOARD OF COMMISSI• RS, GARFIELD COUNTY RADO &412 EMITIla AIR Vie sleWatik'IffIiM191UI Rece.ot ionU: 759619 00/1U/2009 11:37:13 PM Jean Piberleo 1 of 5 Dec Fee:$0.00 Doc Fee:0.00 GPRFIELO COUNTY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Plaza Building, in Glenwood Springs on Monday, the 13th day of April, 2009, there were present: John Martin Mike Samson Tresi Houpt Don DeFord Jean Alberico Ed Green (absent) , Commissioner Chairman , Commissioner , Commissioner , County Attorney , Clerk of the Board , County Manager when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 2009- 41 A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT FOR THE INSTALLATION / OPERATION OF THE CHEVRON USA TEMPORARY PRODUCED WATER MANAGEMENT SYSTEM LOCATED ON .86 ACRES OF A 54,000 -ACRE PARCEL OWNED BY CHEVRON USA, INC., LOCATED IN THE SO4 SW% OF SECTION 36, TSS, R98W OF THE 6'n P.M. IN GARFIELD COUNTY, PARCELS # 2137-321-00-008 and # 2137-163-00-014 Recitals A. Garfield County is a legal and political subdivision of the State of Colorado for which the Board of County Commissioners (Board) is authorized to act. B. On the 2"a day of January, 1979, the Board adopted Resolution 79-01 concerning a Zoning Resolution for the County of Garfield, State of Colorado. C. Pursuant to Section 9.03.04 of the Zoning Resolution of 1978, an application for a Special Use Permit shall be approved or denied by the Board of County Commissioners after holding a public hearing thereon in conformance with all the provisions of the Zoning Resolution. D. The Board held a public hearing on the 13th day of April, 2009, upon the question of whether the above-described Special Use Permit should be granted or denied, lilhi rbNVVIAMMAI9U dE4 {tiNfMA �IIII Rece}tionq: 76%19 06/16(2009 11:37713 AM Jean RLberico 2 of 5 Rec Fee:S0.00 Doc Fee 0 C GARFIELD COUNTY CO at which hearing the public and interested persons were given the opportunity to express their opinions regarding the special use permit. E. The Board of County Commissioners closed the public hearing on April 13th, 2009, and acted on the basis of substantial competent evidence produced at the aforementioned hearing. Resolution NOW, THEREFORE, BE IT RESOLVED by the Board of County Conunissioners of Garfield County, Colorado, that the Special Use Permit is approved based on the following findings: A. The forgoing Recitals are incorporated by this reference as part of this Resolution. B. Proper public notice via publication pursuant to Section 9.03.04 of the Zoning Resolution of 1978, as amended, was provided as required by law for the hearing before the Board of County Commissioners. C, An application for a special use permit was made consistent with the requirements of Section 5.03 of the Garfield County Zoning Resolution of 1978, as amended. D. The public hearing before the Board of County Commissioners was extensive and complete; all pertinent facts, matters and issues were submitted; and all interested parties were heard at that hearing. E. The proposed Special Use Permit is in compliance with the recommendations set forth in the Comprehensive Plan for the unincorporated areas of the County. F. The proposed Special Use Permit is in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County, G. The Special Use Permit for the Temporary Produced Water Management System proposed by Chevron USA, Inc., shall require that the following conditions be satisfied: I. That all representations of the Applicant, either within the application or stated at the hearing before the Board of County Commissioners, shall be considered conditions of approval unless explicitly altered by the Board. 2. That the operation of the facility be done in accordance with all applicable Federal, State, and local regulations governing the operation of this type of facility. 3. That the Applicant shall comply with the fire protection provisions included in the rules and regulations of the Colorado Oil and Gas Conservation ®IIl B111 ReceptionU; 769619 C6/16(2009 11:37:13 AM Jean Rlberico 3 of 5 Rec Fee:$0.00 Doc Fee,0.00 GARFIELD COUNTY CO Commission (COGCC) and the International Fire Code as the Code pertains to the operation of this facility. 4. Vibration generated: the Temporary Produced Water Treatment System shall be so operated that the ground vibration inherently and recurrently generated is not perceptible, without instruments, at any point of any boundary line of' the property on which the use is located. 5. Emissions of smoke and particulate matter: the Temporary Produced Water Treatment System shall be so operated so as to comply with all Federal, State and County air quality laws, regulations and standards. 6. Emission of heat, glare, radiation and fumes: the Temporary Produced Water Treatment System shall be so operated that it does not emit heat, glare, radiation or fumes which substantially interfere with the existing use of adjoining property or which constitutes a public nuisance or hazard. 7. Volume of sound generated shall comply with the standards set forth in the Colorado Revised Statutes, COGCC Series 800. 8. No storage of heavy equipment or materials is permitted after the construction period. 9. No human habitation of this site is allowed at any time. 10. Any lighting shall be pointed downward and inward to the property center and shaded to prevent direct reflection on adjacent property. 11. Water pollution: in a case in which potential hazards exist, it shall be necessary to install safeguards designed to comply with the Regulations of the Environmental Protection Agency before operation of the facilities may begin. All percolation tests or ground water resource tests as may be required by local or State Health Officers must be met before operation of the facilities may begin. 12. Prior to the issuance of the Special Use Permit, a plan that includes adequate design for the spill containment basin for the produced water tanks on site shall be provided to the Garfield County Project Engineer. 13. A maximum of ten (10) frac tanks may be installed on the site under this Special Use Permit. 14. Prior to the issuance of the Special Use Permit, a reclamation security of 52500 per acre shall be submitted for the .86 -acre site disturbance, as per the Garfield County Vegetation Manager. If the use as a water treatment system is ended, reclamation shall be initiated within 60 days and meet the requirements Ill ti�°bP?rilP�a�l+51 I,C��1�t ��'1�4:ti�Cl�i+, 111 MI III Receptionti: 769619 06/1612009 11:37:13 AM Jean Alberioo 4 of 5 Roc Fee,$0.O0 Doc Fee:0.03 GARFIELD COUNTY CO set forth in the reclamation plan in place on the date the Special Use Permit issued, or the site reclamation standards in place at the time of use cessation, whichever is more stringent. The reclamation standards at the date of permit issuance are cited in Section 4.06, 4.07 and 4.08 of the Garfield County Weed Management Plan (Resolution #2002-94). 15. Dust mitigation on the sites and access roads must be performed to prevent fugitive dust. 16. Prior to issuance of the Special Use Permit, written confirmation by a certified wildlife biologist shall be provided to the Garfield County Planning Department to ensure that no active nest sites are within a distance considered by the Colorado Division of Wildlife (chart, page 19 of the Biologic Survey section) to be adversely affected by human activity. 17. Bear -proof refuse containers shall be required on the site. 18. The Special Use Permit for the Temporary Produced Water Management System shall expire 12 months from the issuance of permit, subject to a review at that time to consider for extension of another 12 months. Dated this !S day of rl.fw.n , , A.D. 2009. ATTEST: GARFIELD COUNTY BOARD OF COMMISSIONERS, GARF ` COUNTY, COL C1 Upon motion duly made and seconded the foreg the following vote: John Martin Mike Samson Trdsi Houpt STATE OF COLORADO ) )ss County of Garfield ) ye , Aye E III�Y"iN iir 4�J+; 1tiMill tillAr lllilt Receptiontt: 769619 06/16;2009 11:37:13 AM Jean Alberice 5 of 5 Reo Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY GO 1, , County Clerk and ex -officio Clerk of the Board of County Commissioners in and for the County and State aforesaid do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this day of , A.D. 2009 County Clerk and ex -officio Clerk of the Board of County Commissioners CHEVRON NORTH AMERICA STRUCTURAL ANALYSIS FOR: SWO#1085866 - PICEANCE WATER HANDLING SKID Prepared for: Power Service, Inc. Prepared by: Pillar Structural Engineering July 22, 2011 STRUCTURAL ENGINEERING 130 West Collins Drive Casper, WY 82601 P: (307) 265.3900 F: (307) 265.3559 f/z g Cagy Abstract The purpose of this report is to present the findings that resulted from the structural analysis of the structural steel skid and structural steel building. The following conditions were analyzed: 1. The complete skid structure (lifting condition). a. This analysis includes the weight and member interactions of the entire structure including the roof, walls, and associated materials. b. This analysis includes an impact factor of 1.50 due to lifting conditions. c. This analysis does not include climatic effects. 2. The complete skid structure with climatic effects (in-situ condition). a. This analysis includes the weight and member interactions of the entire structure and includes the effects of local climatic conditions for areas in Garfield County, CO as follows: i. FLOOR LIVE LOAD 125 psf ii. ROOF SNOW LOAD 40 psf iii. SITE WIND LOADING 90 mph, Exposure C iv. SEISMIC DESIGN CATEGORY l3 • SITE CLASS D • 501 0.112 • SDS 0.320 Executive Summary The following conditions were required to be analyzed to determine the structure's integrity and corresponding maximum vertical deflections in accordance with the 2009 International Building Code, 2005 American Society of Civil Engineers — Minimum Design Loads for Buildings and Other Structures, and the Arnerican Institute of Steel Construction Inc. — Manual of Steel Construction — Thirteenth Edition. 1. The skid structure including the weights of the roof, walls, and other materials for lifting conditions. The loads created by climatic effects were not included in this analysis. 2. The entire skid structure along with climatic effects as well as floor live and snow loads for final, in-situ conditions. Upon completion of the analysis, the following values were computed for each condition and different structure support condition, respectively. 1. The largest vertical deflection undergone by the skid was determined to be 0.40 inches (lifting scenario includes supports only at the "tail roll" locations as indicated on drawings) with all of the members passing the given strength criteria. The estimated self weight of the structure was determined to be 31,450 lbs. 2. The largest vertical deflection undergone by the skid was determined to be 0.25 inches (in-situ scenario includes complete support at the base of the skid as the structure is to be placed on surface soils) with all of the members passing the given strength criteria. The self -weight of the skid and building structure is adequate to resist any overturning and sliding effects. In addition, an analysis was performed on the 3 -Ton capacity crane structural system. The structural system consists of the following members: - W12x45 (Bridge Beam) - (2) W16x40 (Runway Beams) - (6) HSS4x4x5/16 (Columns) Upon completion of the analysis, the crane structural system is adequate to support the required crane loads. Results BY: BP DATE: 7/21/2011 DESCRIPTION: Design Loads Structural Design Loads PILLAR ENGINEERING PROJECT: Chevron - Piceance Water Handling Skid JOB # 11-07115 CLIENT: Power Service, Inc. DEAD LOADS LIVE LOADS A ROOF LOADS 1 26 GA. R -PANELS 2 MISCELLANEOUS 13 WALL LOADS 1.50 psf 3.50 psf TOTAL 5 psf SNOW 40 psf 1 26 GA. R -PANELS 2 MISCELLANEOUS C FLOOR LOADS 1.50 psf 3.50 psf TOTAL 5 psf 1 1/4" DECK PLATE 15.00 psf TOTAL 15 psf D WIND LOADS 1 BASIC WIND SPEED 2 EXPOSURE E SEISMIC LOADS 90 mph C 1 DESIGN CATEGORY B 2 OCCUPANCY CATEGORY 3 FLOOR 125 psf Design Loads bSS-TO-HISSVOV ENT CON NECTiOSS'. V119 GOOD MATERIAL PROPERTIES V Doul os o' 500. 'y (0): 26003 e1cStress )0,). 46 a Tensile 5'eess 177) 58 5lress Ra'.io: 'v 79 MEMBER DESIGN PROPERTIES SHAPE 17 51 WT. A oil M1 AXISXX AXIS XV TORSION I 5 R 2 1 5 R 2 J C BRANCH: HSS 39(3203 CHORD: H553X3203 3 3 3 3 0.174 0.174 6.85 685 1.89 189 142 142 142 142 246 246 1.64 164 1.14 114 1.97 197 2.46 246 1.64 164 1.14 1.14 197 197 403 403 2.76 2.76 Member 0rien:alion. CHORD STRONG - BRANCH STRONG 6(deg )=93 B (in) 3 Hb (in) _L_3(117.) 93 Pr (kips)= 3.3 MNip (kiP in)= 192 Mr -op (tip in)= 0 K2.3b. (a) Mo-lp (k'pf). 16 Mr -op (515 ft 9= 0 03.35. (a) ON (kp)= NOT APPLICABLE OMn (kip -in 9= NOT APPLICABLE OMn (kip -HJ= NOT APPLICABLE U=0292 OI 00705035105 0 1.000 OPn (kip)= NOT APPLICABLE 02.317. (59 y = 8.621 pmp = 0 580 OP. (kip)= NOT APPLICABLE 182.317. (c) I N (in)= 3 OP. (kip). 68.914 U=0292 0,00078E11105 = 1 000 OMn (kipin)= NOT APPLICABLE OXiin (kip -ft.). NOT APPLICABLE K3.3b. (b) T -Connections: OMn (hip -in)= 59.938 OMn (kip -ft)= 4.995 Cross -Connections: OMn (kip -in.). 47.950 OMn (tip -R)= 3.996 02.38. (c) li 03.36. (d OfTENS! OS= 1 000 OPE (kip)' 194.367 U=0292 0003728530:05 = 1.000 007 (kip)= 194.367 heel (in.) = 1.740 OMn (kP in)= 57.347 051n (kip -ft.). 4.779 02.31,. (c)iii K3.3o(a) O1 TENSION = 1000 OPE (kip). 106.074 = 0292 0100078000105 = 1000 OPE 0kip1= 106.074 K2 317. (01 of 1E04100 = 1.000 OMn (kip -in)= NOT APPLICABLE O Mn (kip -ft J= NOT APPLICABLE = 0292 0000.0/=090510.= 9.000 O Mn (kip -in )= NOT APPLICABLE OMn (kip -ft (0 NOT APPLICABLE 1,R (1n) = 1.740 K2.3c. (b) OPE (kip). 66.792 T -Connections: 44.7n9058n )0 87 537 OMn (kip -0)= 7.295 C•oss.Conneetions: OMm (kip -in )= 70.028 OMn(kip-ft )= 5836 K3.3o. (c) Dai (io) = 1.740 OMn (fipin)= 90.053 EWE (kip h)= 6.671 K3.30. (4) OMn (kip -in)= 57.425 OMn (kip -ft )= 4 785 03.34. OPE (ip)= 66.792 OMn ip (kip -ft 9. 3.996 OMn-op (kip -ft.). 4 785 Interaction = 0.490 GOBO • p X18'. O.` D' ll� O• ® 1' Overlap' 0 10090 Wind Generation Input Wind Code: Wind Speed, V(mph): Occupancy Category: Exposure Category: ASCE 7-05 90 III c Wind Generation Detail Results Importance Factor: 1.15 Exposure Constant Alpha: 9.5 Exposure Constant zg: 900 Gust Effect Factor, G: .85 Wind Generation Floor Geometry Results Floor Level Height (ft) Diaphragm : 1 12.208 Kz .849 Wind Generation Floor Force Results Floor Level qz Windward Pres. (ksf) (ksf) Diaphragm : 1 .017 .012 Topographic Factor K1: Topographic Factor K2: Topographic Factor K3: Directionality Factor Kd: Kzt: h (ft): Kh: Windward Cp: qh (ksf): Width (Z) (ft) 28.5 Leeward Pres. Z (ksf) .005 Length (X) (ft) 15.5 Leeward Pres. X (ksf) .007 0 0 0 .85 1 12.208 .849 .8 .017 Leeward Cp(Z) Leeward Cp(X) .332 Force Z (k) 1.567 .5 Force X (k) 3.308 RISA -3D Version 9.1.0 [\...\...\...\...\Power Service\11-07115.Chevron Skid\Calcs\Skid w_ Crane - AT REST.r3d] Page 1 PILLAR STRUCTU" k:L ENGINEERING CLIENT: %vvdtt 6c.."cc.. JOB NO: d - h3'l!S BY: PROJECT: Ghe-t,-v..n- /{IJ DATE: 7/1-z// PAGE: / OF / a UL' 2 741 t FIC 25 ISO (2(, / 1lF/2. r l& kr, 71( 71 PILLAR STRUCTURAL ENGINEERING PHONE: (307) 265-3900 • FAX: (307) 265-3559 • WEB SITE: http://wwwv.pillarse.com 130 West Collins Drive • Casper, Wyoming 82601 Structural Drawings ARCHITECTURAL COMMERCIAL INDUSTRIAL. PANEL DIRECT FASTEN 36" COVERAGE WALL OPEN FRAMING OR PANEL SOLID SUBSTRATE PANEL OVERVIEW ► Finishes: Kynar 500 (PVDF), MS Colorfast45®, and Acrylic Coated Galvalume® ► Gauges: 26ga and 24ga standard, 22ga optional ► 36" panel coverage, 174' rib height ► Applies over open framing or solid substrate ► Exposed fastened metal building panel ► Trapezoidal rib on 12" centers ► Wall panel TESTING ► UL 2218, Class 4 Impact Resistance ► UL 790, Class A Fire Resistance Rating ► Florida Building Code Approved 7231.1 metal sales manufacturing corporation IIS ATTACHMENT DETAIL #12-14 x 11/4' Self Driller rid of Panel #12-14 x 1V4" Self Driller FASTENING PATTERNS Field of Panel #12-14 x 11/4" Self Driller GENERAL INFORMATION O. Substructure R -Panel is designed to be utilized over open structural framing but can easily be used with a solid substrate. To avoid panel distortion use a properly aligned and uniform substructure. ► Coverage R -Panels are available in a 1'/;' rib height with a coverage width of 36". ► Length Minimum factory cut length is 5-0". Maximum recommended panel length is 45-0". Longer panels require additional consideration in packaging, shipping, and erection. Please consult Metal Sales for recommendations. ► Fasteners The fastener selection guide should be consulted for choosing the proper fastener for specific applications. Quantity and type of fastener must meet necessary loading and code requirements. NOTE: All panels are subject to surface distortion due to improperly applied fasteners. Overdriven fasteners will cause stress and induce oil canning across the face of the panel at or near the point of attachment. ► Availability Finishes: Acrylic Coated Galvalume®, MS Colorfast45®, or various Kynar 500 (PVDF) colors. Gauges: 26ga and 24ga standard, 22ga optional metal sales manufacturing corporation rra Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont. CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Sellersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7640 Detroit Lakes, MN (888) 594-1394 Mocksville, NC (800) 228-6119 ©MS128ORP/12-2008 SECTION PROPERTIES ALLOWABLE UNIFORM (3 or More Equal LOADS PSF Spans) Width Yield Weight Top In Compression Bottom in Compression Inward Outward Ga. (in.) KSI PSF lxx Sxx lxx Sxx Load Load In"/ft In'/ft In4ft Ina/ft 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 0,87 0.0350 0.0348 0.0293 0.0439 235 119 71 47 27 17 270 132 77 50 35 26 24 36" 50 1.13 0.0543 0.0558 0.0427 0.0595 316 147 85 55 38 27 398 185 106 68 48 35 22 36" 50 1.45 0.0767 00814 0.0600 0.0790 434 199 113 73 51 37 594 273 155 100 70 51 I. Theoretical section properties have been calculated pe AISI 2001 "Specification for the Design ofCold-formed Steel 5 ructural Members.' lxx and Sxx are effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AISI 2001 specifications consider ng bending, shear, comb'ned bendin and shear, deflection, and applicable testing when available. Allowable load considers the worst case of 3 and 4 equal pan conditions. Allowable load does not address web crippling or fasteners/support connection and panel weight is not considered. 3. Deflection consideration is limited by a maximum deflection ratio of L/I80 of span. 4. Allowable loads do not include a 1/3 stress increase in uplift metal sales manufacturing corporation rra Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont. CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Sellersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7640 Detroit Lakes, MN (888) 594-1394 Mocksville, NC (800) 228-6119 ©MS128ORP/12-2008 R .P A OE L S E Di I O O P R O P E R TIES POD L 0 A O TABLES 5' 1- 2'Q 32Q. D —{2- -- -1 23 ' _ I -4Q- --I 4'13.2 — —2' Q•' HBVHF X.ELR 1FJVE R.PAOEI XRHI U SEDTIO °PROPERTIES LPP JDDPNPSFTT.PO" CPULPNI)DPNPSFTT,PO" )sol LTJ P TG 4'y Ao'1-41 Tyy .o4031 Nb )1 ..o. 41y IosOJ1 Tyy 1o4C4r Nb )I.lol 37 47# 91 /9, /1461 /1459 2/36 /13: 4 /154: 2/69 35 47# 61 2/24 /1654 /1669 2/77 /153, /16:6 2/, 9 33 47# 61 2/56 /1,7, /1925 3/55 /1711 /1,:1 3/47 2.S Pbo ALLOWABLE lo. bre UOIGDRLI LIVE LOADS PS0345. )D,b,l„ OD.R.dI.oIL be'Eoalw bre VPll„)Btie t I L, be HB/ Xleli Lt. 3 4 5. s• e' ,- 3' 4 5. :• 6 37 47 91 319 :5 59 36 25 462 267 99 67 4: 3: 35 47- 61 3,9 235 ,1 49 33 25 4:7 2,7 .. 74 55 43 33 47- 61 517 291 213 65 42 31 637 345 242 95 69 54 3.Er0b S bot low bre )arb.11y OD e7.dn. 0)L be's Dlit. bre u,till )s,,.tt,L,be' HB/X leu Lt. 3. 4. 5. s- 6' , 3. 4. 5. 37 47 91 322 216 73 51 39 32 34: 226 77 54 41 33 35 47 61 3,6 239 74 57 44 35 457 271 :2 6: - 52 41 33 47- 61 4,7 2,3 ., 74 55 43 627 346 245 97 71 55 Er LI sP bot low bre )o,to, lly ODe De dila o)L be” o ,w bre V P int )5 tie ttl Lo be4. HB/X leu Lt. 3 4. 5. s s , 3. 4 5. s- e- , 37 47- 91 346 22: 72 57 37 27 3,1 243 7 7 61 46 37 35 47- 61 427 257 96 66 49 37 4:9 296 217 79 59 46 33 4T 61 545 2:: 224 ,4 62 4, 6:5 3,4 266 211 ,1 62 2 ,icps udnt.dupo ea.si.ti ., c.odrdnue SAI 12::7 - ,d dupotgsli. atlhopggxegni .etuAin .nc:S.- lyy oe yy s.gilt, ,t.Spo sa.su.tTeen .dupo oec.oath • 3 -7 amuerpet s rip amp etdrdnue.o &mod Edhope. oho. soh sdid t oe .d Al I2::7t.d dupotgs aceohtrstt.tPam.Ahiuitopuc.ot.clscWegirl np cmhs.;urpet.Anp cmrpeeµtopueestt .cohh rroh sr.;sneoupsgtuaMa. pscipoadupo 4 Arrp cmrpet sdrdnuelo citeod Ad.A1 12::7t.d dupot- cei .,c.olods t,ec,44'0 gs ice. ng1 Dpoudul.um mt7.dad m.sldtE. an, ougsnps,ogs' upo 5 Ell .depod3otAesupo AtrmAuec, n yin. ne...aposuppgL0?91pgt o PRP. .. ,um m... agdisohDpspsupc0 .o.dllpd ch Alp uopud0Fg7dLL. E u 5015•••••-•r.P 011417R40R,nrnra u.. nd,. nuhnt,id,n 110 BILL OF MATERIALS W 61 FOR CONSTRUCTION NC IS DIE PROPERIY OF POwER SERVIC YOUNG, USA. VRON NORTH AMERICA STRUCTURAL STEEL 5100 DUNI FOR REFERANCE ONLY Ww x 31.-4 1/2 DAL , 14'-3 N mmesu_ Io -CW UU-m-2I L - e i a�°sz oga�x — - ft z wV N. V Glj 2^„ WO 20 64 U) 3 IW a 0 9Es iso e /11 \ p A CJ/ A 1373E a SZEEg n¢ �o4 11 WIli -z ct.6. g If�) j. \E9 3042-3550 -N-NT RANE 3550-N \ \ �` - 11 ern{ \ -� T x '� V, 5 E 0 c \ �p-2: cps) ` 2 : a e5 � -9 'LAN RANCE I ', \ ( yor- r J;;;; '/ z _ t' METAL BUILDING 1fi X 29' X 13' b. i 1 �7 \ 9 it Z -2t 1: ]-n Iuc A 1530 II M1 -Y 0�� \ r-4-71.10--- �� • • 01 is 2‘.1 oN to a000a�a��s�otio. INC !fi 7. 7 , CCZE %4 - 0 !E) | k ! § } CHEVRON NORTH AMERICA ;}a ,: ;_ !_ �)\k / 6 . ! \`! | , nPOWER SERVICE, CASPER, WYOMING, USI pe+p+2>aaa $ . z�& 7 . e \\ 1 : \ » 9§ _ 9- I �! !;| / e d m, 4 z a x ! 7 y yio g q . .I 9 % d le ° / ® $:, y ® . \\ i1 ; !\\/\i\j \ . 10 ^\} » «_ a NSTRUCTION _ E W12 x 26 x 31'—S (COPE BOTH ENDS) W12 x 26 x 6'-11 1/4" (COPE BOTH ENDS) W12 x 26 x 4'-3 1/4" (COPE ONE END) C12 x 25 x 29'-0" C12 x 25 x 4'-2 1/2" (COPE BOTH ENDS) C12 x 25 x 3'-11 2/5" (COPE ONE END) 012 x 25 x 3'-11 3/4' (COPE TOP 510E BOTH ENOS) C12 x 25 x 3'-11 5/8" (COPE BOTH ENDS) C12 x 25 x 4'-3 1/4" (COPE ONE END) C12 x 25 x 8 —11 1/4' (COPE TOP 510E 0011 ENOS) DECK PL. 1/4" x 15'-0" x 28'-0" (PLUS ENDS) 3" S/60 (.300" W.T.) ERW PIPE x 6'-0" '44 .6-, « eAm d \ / \\ / & _ li t —°—------.oe \ o su .a-., \ wa.� )EN w R. °" 0•. .,,,,,.....,,, e,,. �,.,,=e, BILL OF MATERIALS ITEM QTY DESCRIPTION SPEC 1 2 W12 x 26 x 31'-5" (COPE BOTH ENDS) SA -992 2 6 W12 x 26 x 6'-11 1/4" (COPE BOTH ENDS) SA -992 3 12 W12 x 26 x 4'-3 1/4" (COPE ONE END) SA -992 4 2 C12 x 25 x 29'-0" SA -36 5 6 C12 x 25 x 4'-2 1/2" (COPE BOTH ENDS) SA -36 6 2 C12 x 25 x 3'-11 7/8" (COPE ONE END) SA -36 1 C12 x 25 x 3'-11 3/4" (COPE TOP SIDE BOTH ENDS) SA -36 4 C12 x 25 x 3'-11 5/8" (COPE BOTH ENDS) SA -36 4 C12 x 25 x 4'-3 1/4" (COPE ONE END) SA -36 1 2 C12 x 25 x 6'-11 1/4" (COPE TOP SIDE BOTH ENDS) SA -36 - DECK PL. 1/4" x 15'-0" x 28'-0" (PLUS ENDS) SA -36 2 3" 5/80 (.300" W.T.) ERW PIPE x 8'-0" SA -53E/8 4 PL. 3/8" x 4 1/2" 0.D. SA -36 16 17 18 FOR CONSTRUCTION PREPARED 81, CR DATE' 07/08/11 REVISION 1 O APPROVED 8T: ZR swo 1085866 1 850000/ POWER CHEVRON NORTH AMERICA SERVICE, INC. STRUCTURAL STEEL SKID 00M 0 07/00/00 CR FOR CONSTRUCTION ZR u CASPER, WYOMING, USA BUILDING AND SKID PACKAGE IA 07/07/01 CR FOR R5NCW ZR EA (307)172-7722 16'-0" OAW x 31'-4 1/2' OAL x 1 -0 I/2° H A 06/79/11 CR FOR REVIEW ZR EA 15-]0-000 MAW MON OWNS OOE GR H1 Ol0000001 040 0700. ON 10. IIRE 00(0 ET NCOT 0001(8 GR Xi. x105 5X6[' NN[LI X0. 000.10. 00 /� REVISIONS REFERENCE DRAWINGS -«"00 CR Zfl MP - 06/08/11 N1.S. Z DT 2 7065866 D - CHV-VRU-STL-2 0 0 1NM 153M co 1NM 1S3M (r 'IHS) 3 6QTS5 x 3 x 3/16 (iYP. BLDG. RIM) 01 I l 0 d of d I ro 0- d di 0.i d i b Q d d� d I 0- d d;_d �nF n� Iirn 0- d 01 I. d I I I \o 0-d o d b T1VM 1SV3 Cc f 0 0 ..zit of (0 6 < i 14. FOR CONSTRUCTION 9 r 2 9 0 1! er- .9/1 z -.e O' O' 8 sI Cr - - b O' 35 a 3 w 3/15 (TYP.) SLOG. FIM Q -- ° 9.A z [ cst z -s .9 a m m z 0 U W z 5 0 Li 8 8 t. "o d z o o 0 5 tam ° lil 0 111 0 111H Go 1 a 0 1 ° I MIMI TAR. 01M'S FROM NEE I m m z 0 U W z 5 0 Li 8 8 t. "o d z o o 0 5 10 ..9l/1 'au 9t/t • c • Cst O• a 1____ 51 Cn .s//1 c. 9 .9—,6 s- z� pg 8 o-0 j c 0 G Cr G 6 CY f =- e Im .1 IG o' r 4 r O= 6 ,9t/L 6 Lp 1____ Cn 9 .9—,6 s- z� 9/t Z -,CL 0 z 0 1- U W N U U W J w FOR CONSTRUCTION we oN 'in .P. CRANE PLAN ELEVATION VIEW A -A B 9 9 BILL OF MATERIALS ITEM OTY DESCRIPTION SPEC. 1 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 28'-9" SA-5008 2 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 15'-3" SA-5008 3 1 SQUARE TUBING, 3 x 3 x 3/16 x 28'-9" SA-5008 0 16 SQUARE TUBING, 3 x 3 x 3/16 x 7'-9 1/4" SA-500B 30 SQUARE TUBING, 3 x 3 x 3/16 x 3'-10" SA-5008 2 SQUARE TUBING, 3 x 3 x 3/16 x 3'-9" SA-500B 8 SQUARE TUBING, 3 x 3 x 3/16 x 0'-6 3/8" SA-5008 6 SQUARE TUBING, 3 x 3 x 3/16 x 15'-3" SA-500B Q 4 BAR CHANNEL 2 x 1 x 1/8 X 28'-3" SA-5008 10 8 HSS 2 x 1 x 1/8" x 28'-9" SA-5008 11 12 SQUARE TUBING, 3 x 3 x 3/16 x 2'-9" SA-500B 12 3 SQUARE TUBING, 3 x 3 x 3/16 x 3'-4" SA-500B 6 SQUARE TUBING, 3 x 3 x 3/16 x 2-4"' SA-500B 1 SQUARE TUBING, 3 x 3 x 3/16 x 4'-1" SA-500B 1 SQUARE TUBING, 3 x 3 x 3/16 x 6'-6" SA-500B 2 SQUARE TUBING, 3 x 3 x 3/16 x 2'-10" SA-5008 1 SQUARE TUBING, 3 x 3 x 3/16 x 22'-7" SA-5008 6 SQUARE TUBING, 3 x 3 x 3/16 x 3'-5" SA-500B 0 6 SQUARE TUBING, 3 x 3 x 3/16 x 2'-1 1/2" SA-500B 2 SQUARE TUBING, 3 x 3 x 3/16 x 2'-7 1/2" SA-500B 1 SQUARE TUBING, 3 x 3 x 3/16 x 15'-3" SA-5008 1 RECTANGULAR TUBING, 5 x 3 x 3/16 x 12'-6" SA-5006 21 SQUARE TUBING, 3 x 3 x 3/16 x 111-9" SA-500B 4 SQUARE TUBING, 3 x 3 x 3/16 x 9'-9" SA-5008 5 SQUARE TUBING, 3 x 3 x 3/16 x 2'-7" SA-500B 4 SQUARE TUBING, 3 x 3 x 3/16 x 3'-4" SA-500B 3 SQUARE TUBING, 3 x 3 x 3/16 x 1'-7" SA-500B 0 1 RECTANGULAR TUBING, 5 x 3 x 3/16 x 10'-6" SA-500B 29 1 SQUARE TUBING, 3 x 3 x 3/16 x 1'-4 1/2" SA-500B CRANE SYSTEM STEEL 2 W16 x 40 x 26-0",' RUNWAY BEAM SA-992 6 H.S.S. 4 x 4 x 5/16 x 7'-10", COLUMN SA-500B ® 2 T.S. 2 x 2 x 3/16 x 26'-0", TRACK FOR CRANE SA-513 4 PL. 1/2 x 7" x 2-0",' RUNWAY BEAM ENDS SA-36 28 PL. 1/2 x 6" x 6", MITERED 451, COLUMN GUSSETS SA-36 35 1 W12 x 45 x 13'-4", BRIDGE BEAM SA-992 GmR6Y POWER CHEVRON NORTH AMERICA SERVICE, INC. STRUCTURAL STEEL BUILDING BOM CASPER, WYOMING, USA (307)472-7722 SKID & BUILDING PACKAGE 15.-9' OAW x 28'-9' OAL x 13'-2 3/8' H o 07/06/11 CR FOR CONSTRUCTION 20 MP IA 07/07/11 CN CHANCES PER CUST. 2R MP A 06/29/11 CR FOR RENEW 2R MP Ory-yIILSR-2 SWCIIWISER RMS IN. RIf H! 01SnIV11 aro APA. NC HO nu ESM P' CR tlNO01 ZR AT000 MP Dr - E ML 50v672112./11 06/24/11 LVL N.T.S. SW' 4 F 4 600W Nl 1085866 29610. rim- 15-28-CHV AV. N& REVISIONS REFERENCE DRAWINGS Permit Card POST ON SITE 'j Garfield County Permit NO. B L C O-1 0-11-2 249 Building and Planning Department 108 8th Street, Suite 401 Permit Type: Commercial Building Work Classification: New Glenwood Springs, CO 81601 Phoiie. (970)945 0212 ' Fax: (970)384-3470 Issue Date: 10/2612011 Expires: 04/23/2012 Footers 105 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; corIstructloff and erection of llie plu}uaed Structured fur which tlnb permnt rs 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 IMMEDIA I ELY BEUUNIE NULL AND VOID. Commercial Budding Parcel #:213732100008 Owner's Name: Chevron USA Inc Job Aacfress: Owner's Phone: (970)245-5255 DEBEQUE, CO Total Square Feet: 240 Contractor(s) Phone Primary Contractor Pass Work Description: KS Industries, LLC (970)242-3300 Yes Footers 105 Foundation Walls 110 Inspection Scheduling Code Inspection IVR Comments Pass Date FIRE DISTRICT INSPECTIONS (PLEASE CALL FIRE DISTRICT) Footers 105 Foundation Walls 110 Framing 115 Drywall 120 Final 125 ` Z --/e-12 Misc 135 7 Insulation 160 Grout 175 Mechanical 405 UG Plumbing bus Rough Plumbing 610 Gas 620 e' c,4( 0,1ti, ) a pCi ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1 888 868 5306 ath V Client: Project: Compaction Testing Report Job No.: 110295E Report No.: 2 Facility, Chevron Hiner Gate, Garfield County, 5020 County Road 154 Glenwood 97 Spring -945.798 Colorado Ph Phone: 970-945.7988 Fax: 970-945-8454 hpoeoAhpgeotech,com 81601 1 �IP,'7y' �� HEPWORTH•PAWLAK Kuersten Attn: P.O. Rifle, a eCh GEOTECHNICAL Earthwork Construction John Kuersten Box 1530 Colorado 81650 Well Pad 35 BV Water Day: Thursday Date: 2/16/12 Page: 1 of Colorado Weather: Partly cloudy, calm, dry Temperature: 36° at 10:00 am Earthwork Contractor: Kuersten Construction Equipment Used: not observed Description of Earthwork Well Pad 35 BV VRU Building Pad 3/4" aggregate base course was tested for Tested: compaction. Results indicated acceptable compaction. Pad was complete and VRU building was in place, bearing on an at -grade skid foundation. Verbal Communication: Don with Kuersten Construction was informed of our test results. Placement and Compaction Procedure: Not observed by HP Geotech. Lift Thickness: Max. Rock Size: 3/4" Moisture Conditioning: Compactor(s) Used: Number of Passes: Nuclear Gauge Moisture/Density Test Results Test No. Location Well Pad 35BV VRU Building Pad Depth or Elev. Field Dry DPCFty Field Moisture Content Percent Comp. Min. % Req. Proctor Lab No. 1 15' W, 1.5' 5 of building SE corner grade 128.6 7.2 97 95 301-10 Proctor Sample Reference: Lab No. Method Description Max Dry Dens Opt Moist 301-10 ASTM D 698 %" aggregate base course (estimated typical value) 133.4 8.4 THIS REPORT PRESENTS OPINIONS AS A RESULT OF OUR COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE NUCLEAR DENSOMETER METHOD OF TESTING WAS Distribution: Kuersten Construction, John Kuersten OBSERVATIONSOF FILL PLACEMENT, VVE HAVE RELIED ON THE CONTRACTOR TO CONTINUE APPLYING THE RECOMMENDED THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D2922 AND D3017. (johnakuerstenconstruction.com) Thomas J. Westhoff, CET James A. Parker, PG, EIT Field Technician Reviewed By 0 O 0 I. Oa — ttom C .• "c3 C 1L1 0 w •N Y hi INSPECTION REPORT / CORRECTION NOTICE TYPE OF INSPECTION: Inspector's Name: 4) 0 Ch. David Bartholomew Si -CO- la 11 -2.ZYq From: David Bartholomew Sent: Monday, November 21, 2011 2:01 PM To: 'JUSTUS, JULIE A' Cc: Matt Provost; Jim Wilson Subject: RE: Chevron CDOH Insignia Hi Julie, I received, printed, and inserted a copy of the insignia into the building permit file. As stated on the conditions of permit, our inspectors will verify the affixed insignia at final inspection. Thanks for your time in this request. Feel free to contact us with any questions or concerns. Regards, David David Bartholomew, Plans Examiner Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Office: 970-945-8212 From: JUSTUS, JULIE A jmailto:jjustus@chevron.coml Sent: Tuesday, November 15, 2011 2:50 PM To: David Bartholomew Subject: Chevron CDOH Insignia Hi David, Attached is a photograph of the Colorado Division of Housing insignia for the Chevron VRU building (permit #BLCO-10- 11-2249). As we discussed on the phone, this was a condition of approval for the building permit. Sorry it took so long to get this to you; the CDOH inspector was just out at the site this morning to affix the insignia. We will be calling for the Building Inspection soon on the VRU enclosure soon. Please let me know if there's anything else you need on this. Thank you Julie Justus Regulatory/Health/ Environment Specialist MidContinent/Alaska Chevron North America Exploration and Production 760 Horizon Drive Grand Junction CO 81506 Tel 970 257 6042 Cell 970 589 5036 jjustus@chevron.com 1 BILL OF MATERIALS ITEM QTY DESCRIPTION METAL BUILDING 16' X 29' X 13' SPEC. 1 SKID: 16' X 29' PSI PSI ITEM QTY DESCRIPTION SPEC. ITEM QTY DESCRIPTION ITEMS NOTE Si 2 HEATERS 22'-9" MOVE LINE 2" —PGM-3CA030A2-3550—N—NT 3" NORTH TO CLEAR CRANE COLUMN 03 lti 03 N 3 X 7 DOOR 29'— /,'// //////1 ////// //////// REVISED PREPARED BY• ZR DATE • 10/04/ 1 1 REVISION # 4 APPROVED BY: MP SWO # '4085866 /////////////r///////- / 0 Mitt (p1 Alt 11iii SMif i MMM MiM ■ M!M ■ iiiii rf i / / N—MIN—ONO' l—ZOL£—ZV9 1-0b'0£-19d—Nt 1N -N--OSSC—ZVO2OV3 —1419d—,Z c=x encr- iMiii iMM# i MMi iii ■ MMC iiiHi ■ 4'-8" NOTES: 1. TOTAL APPROX. SKID STEEL WT. 12,500 LBS. 2. SKID DESIGN FOR BUILDING ONLY. 3. DECKPLATE TO BE INSET 5" TO ALLOW FOR BUILDING STEEL TO DIRECTLY ATTACH TO SKID STEEL. 4. ALL EQUIPMENT INDICATED IS TO BE INSTALLED ON SITE AND TO BE INSPECTED AND APPROVED BY THE LOCAL JURISDICTION HAVING AUTHORITY. 1.0s�-zdz f 12 X 9 OVERHEAD DOOR 1/:///4////////(///// _ PLAN (FOR REFERANCE ONLY) NOTICE This drawing has not been published but rather has been prepared For 'C'HEVRON NOTRH AMERICA' by Power Service solely In respect of the construction, operation, and maintenance of the facility named in the title block and shall not be used for any other purpose or furnished +„ any other party, without ess written consent ewer Ser- vice, Inc. 4 10/04/11 ZR CORRECT DWG. NO MP 22'-9" ■ i MMM ■ MMi i Miii i MMT i MN 3 X 7 DOOR // / 3 09/07/11 ZR ADJUST TO IBx24 SHEET MP 2 09/02/11 ZR PRODUCE SCALE DRAWING MP 08/19/1 ZR NCLUDE NOTE /'4 MP 0 07/08/11 CR FOR CONSTRUCTION ZR MP 1A 07/08/11 CR REISSUED W/DIMS REQUESTED zR MP 1A 07/07/11 CR RANGES PER CUST MARK UP - FOR REVIEW ZR MP A 07/05/11 CR FOR REVIEW ZR MP 15 -28 -CI -1V STRUCTURAL BUILDING DETAILS NC. DATE BY DESCRIPTION CHK'D APR. DWG NO. TITLE 10 X 10 DAMPENER • POWER SERVICE, INC CASPER, WYOMING, USA (307)472-7722 W L NN ' u- 0 z 0 0 z 0 V B C 0 f0 0 0 0) cr a (U 0 ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 00 0 0 z 0 U W tJ] U 0 0 n1 LU 0_ Ln l7 5 z 0 z z to W Hs U J (J9 (1 0 W z 0 1- u w n.. Et) z z 0 -J 2 0 u J Q Z rY 0 LL w t_g cf UJJ 0 CL J z U_ J U H L) W WJ GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR CO/COMPLETION APPROVAL. m to u3 n ar APPROVED Mita TO NOTED CEPTIaNs & INSPECTIONS GARFIELD COUNTY BUILD G EP paw/0 /By LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE. page of THIS DRAWING IS THE PROPERTY OF POWER SERVIC CASPER, WYOMING, USA. CUSTOMER CHEVRON NORTH AMERICA STRUCTURAL STEEL SKID DETAIL FOR REFERANCE ONLY 16'—O" OAW x 31'-4 1/2" OAL x 14'-3" H REVISIONS REFERENG DRAWIN',_ DWN BY CHKb BYO BY ENGINEER DATE .(WN. SCALE: SHEET: CR 1 LR. 4!APPP 1 - 06/08/11 1/2':1 II OF 1 PROJECT NO. 1085866 DWG. ND. R/4� BILL OF MATERIALS ITEM QTY DESCRIPTION SPEC. ITEM QTY DESCRIPTION SPEC. ITEM QTY DESCRIPTION SPEC. 1 6 2 6 12 2 6 2 W12 x 26 x 31'-5" (COPE BOTH ENDS) W12 x 26 x 6'-11 1/4" (COPE BOTH ENDS) W 12 x 26 x 4'-2 3/4" (COPE BOTH ENDS) W12 x 26 x 29'-0" C12 x 25 x 4'-2 1/2" (COPE BOTH ENDS) C12 x 25 x 3'-11 7/8" (COPE ONE END) SA -992 SA -992 SA -992 SA -36 SA -36 SA -36 7 1 C12 x 25 x 3'-11 3/4" (COPE TOP SIDE BOTH ENDS) SA -36 8 4 C12 x 25 x 3'-11 5/8" (COPE BOTH ENDS) SA -36 9 4 C12 x 25 x 4'-2 3/4" (COPE BOTH ENDS) SA -36 10) 2 C12 x 25 x 6'-1 1 1/4" (COPE TOP SIDE BOTH ENDS) SA -36 DECK PL. 1/4" x 15'-2" x 28'-2" (PLUS ENDS) SA -36 ITEMS NOTE SHOWN 2 3" S/80 (.300" W.T.) ERW PIPE x 8'-0" 4 PL. 3/8" x 4 1/2" 0.0. SA-53E/B SA -36 TAIL DIMS FROM HERE -0: 41 13 8'-6" I2.- 24'-6' SEE NOTE �3 41 (1— L I I M A R 1 1) -- SEE NOTE 3 PLAN ELE VA TION N 3 cf. '1, © C12 N. L, _ 9 C12 CE2 TIII I 11, 1 ,-: � > +ti a rl> , <u j I7,) r!2 j- l_J ...M 10 N i� 1 1) -- SEE NOTE 3 PLAN ELE VA TION NOTES.- 1. OTES:1. TOTAL APPROX. SKID STEEL WT. 12,500 LBS. 2. SKID DESIGN FOR BUILDING ONLY. 3. DECKPLATE TO BE INSET 5" TO ALLOW FOR BUILDING STEEL TO STEEL. 4. ALL EQUIPMENT INDICATED IS TO BE INSTALLED ON SITE AND TO APPROVED BY THE LOCAL JURISDICTION HAVING AUTHORITY. DIRECTLY ATTACH TO SKID BE INSPECTED AND 31'-4 1/2" OAL Q TOP OF DECK PLATE "SI REVISED PREPARED BY' ZR DATE 09/07/ 11 REVISION # 4 APPROVED BY. MP Sw0 # 1085866 TAIL ROLL DETAIL 1/2":1' SCALE THIS DRAWING IS THE PROPERTY OF POWER SERVICE CASPER, WYOMING, USA. NOTICE This drawing has not been published but rather has been prepared for 'CHEVRON NOTRH AMERICA.' by Power Service solely In respect of the construction, operation, and maintenance of the FacRity named In the title block and shall not be used for any other purpose or furnished to any other party, without the express written consent of Power Service, inc. 4 09/07/11 ZR ADJUST TO 18x24 SHEET MP 3 09/02/11 ZR PRODUCE SCALE DRAWING MP 2 08/09/II ZR INCLUDE NOTE i4 MP 07/29/11 ZR REPLACE !TEM/4 TO ALLOW D.P. TO 8E OFFSET MP 0 07/08/11 CR FOR CONSTRUCTION ZR MP 1A 07/07/11 CR CHANGES PER CUST. MARK UPS - FOR REVIEW ZR MP A 07/05/11 CR FOR REVIEW ZR MP 15 -28 -CW STRUCTURAL BUILDING DETAILS NO. DATE BY DESCRIPTION CHK'D APPR. DWG NO. TITLE __FMPOWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 CUSTOMER CHEVRON NORTH AMERICA STRUCTURAL STEEL SKID DETAIL BUILDING AND SKID PACKAGE 16'-0" OAW x 31'-4 1/2" OAL x 1'-0 1/21" H REVISIONS REFERENCE DRAWINGS VIM BY CR CHK'D BY LIT'D BY 2R MP ENGINEER DATE OWN 06/08/11 SCALE: SHEET: 3/8":1' 1 OF PROJECT NO. 1085866 DWG, NO. 1 REV D - CHV—VRU—STL-2! N 3 cf. '1, N. L, n,i ] C12 +ti a rl> , l_J ...M W12 .f NOTES.- 1. OTES:1. TOTAL APPROX. SKID STEEL WT. 12,500 LBS. 2. SKID DESIGN FOR BUILDING ONLY. 3. DECKPLATE TO BE INSET 5" TO ALLOW FOR BUILDING STEEL TO STEEL. 4. ALL EQUIPMENT INDICATED IS TO BE INSTALLED ON SITE AND TO APPROVED BY THE LOCAL JURISDICTION HAVING AUTHORITY. DIRECTLY ATTACH TO SKID BE INSPECTED AND 31'-4 1/2" OAL Q TOP OF DECK PLATE "SI REVISED PREPARED BY' ZR DATE 09/07/ 11 REVISION # 4 APPROVED BY. MP Sw0 # 1085866 TAIL ROLL DETAIL 1/2":1' SCALE THIS DRAWING IS THE PROPERTY OF POWER SERVICE CASPER, WYOMING, USA. NOTICE This drawing has not been published but rather has been prepared for 'CHEVRON NOTRH AMERICA.' by Power Service solely In respect of the construction, operation, and maintenance of the FacRity named In the title block and shall not be used for any other purpose or furnished to any other party, without the express written consent of Power Service, inc. 4 09/07/11 ZR ADJUST TO 18x24 SHEET MP 3 09/02/11 ZR PRODUCE SCALE DRAWING MP 2 08/09/II ZR INCLUDE NOTE i4 MP 07/29/11 ZR REPLACE !TEM/4 TO ALLOW D.P. TO 8E OFFSET MP 0 07/08/11 CR FOR CONSTRUCTION ZR MP 1A 07/07/11 CR CHANGES PER CUST. MARK UPS - FOR REVIEW ZR MP A 07/05/11 CR FOR REVIEW ZR MP 15 -28 -CW STRUCTURAL BUILDING DETAILS NO. DATE BY DESCRIPTION CHK'D APPR. DWG NO. TITLE __FMPOWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 CUSTOMER CHEVRON NORTH AMERICA STRUCTURAL STEEL SKID DETAIL BUILDING AND SKID PACKAGE 16'-0" OAW x 31'-4 1/2" OAL x 1'-0 1/21" H REVISIONS REFERENCE DRAWINGS VIM BY CR CHK'D BY LIT'D BY 2R MP ENGINEER DATE OWN 06/08/11 SCALE: SHEET: 3/8":1' 1 OF PROJECT NO. 1085866 DWG, NO. 1 REV D - CHV—VRU—STL-2! B (SHT. 2). SOUTTH WALL 28'-9" Cl rCi v J a Ui La TS5 x 3 x 3/16 (TYP. BLDG. RIM) T C? R C? q C --- q, )3 0-- °\‘___ 0� 0 0-- 0 0---, 1? Q\ 0---- . I C5 TS3 x 3 x 3/16 (TYP.) (SHT. 3) EAST WALL (.,...0L5 �5 4 —1„ 4'-1„ 4,_1" 4,_1„ 4'-1„ 4'_- 4'-3„ I A (SHT. 2) NORTH WALL NOTES: 1. BILL OF MATERIALS ON SHT. 5 2. TOTAL APPROX. BUILDING WT. — 15,000 LBS. 3. OVERHEAD DOOR ASSEMBLY TO BE MOUNTED ON EXTERIOR OF BUILDING TO ALLOW NEEDED INSIDE CLEARANCES TO CRANE RUNWAY BEAM & ASSEMBLY. 4. CRANE RUNWAY BEAMS, ITEM# 30, TO BE TIED TO STRUCTURAL STEEL COLUMNS OF BUILDING USING 3 x 3 x 3/16" SQUARE TUBING AND 1/4" FILLET WELD. 5. EXTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, CARLSBAD CANYON TAN IN COLOR. 6. INTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, WHITE IN COLOR. 7. R-11 SPRAY FOAM INSULATION UNDER SKID, R-13 INSULATION IN WALLS AND CEILING. NOTICE: This drawing has not been published but rather has been prepared for "CHEVRON NORTH AMERICA" by Power Service solely in respect of the Construction, operation, and maintenance of the facility named in the title block and shall not be used for any other purpose or furnished to ony other party, without the express written consent of Power Service, Inc. ROOF PLAN x cn WEST WALL (SHT. 2) B SOUTTH WALL BTM. r%7 3 w (SHT. 2) 14 NORTH WALL REVISED PREPARED BY' ZR DATE: 09/07/11 REVISION # 2 APPROVED BY• MP SWO # 1085866 THIS DRAWING IS THE PROPERTY OF POWER SERVICE CASPER, WYOMING, Mk 2 09/07/11 ZR ADJUST TO 18x24 SHEET MP f 09/02/11 ZR PRODUCE SCALE DRAWING MP 0 07/08/11 CR FOR CONSTRUCTION ZR MP A 07/07/11 CR CHANGES PER CUST. MARK UPS — FOR REVIEW ZR MP A 06/29/11 CR FOR REVIEW NO. DATE BY DESCRIPTION ZR CHK'D MP APPR. CHV—WU—SR-2 STRUCTURAL STEEL DETAILS DWG NO. TITLE POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 CtM7DYER CHEVRON NORTH AMERICA STRUCTURAL STEEL BUILDING DETAIL SKID & BUILDING PACKAGE 15'-9" OAW x 28'-9" OAL x 13'-2 3/8" H REVISIONS REFERENCE 09AW'NGS DWN BY CR CHK'O BY Apra BY ENGINEDI I OATS DWN 7.P MP - 06/24/11 SCALE: 3/8":1' SHE I PROJECT NO. 1 OF 511085866 D-15-28—CHV RDdA J TAIL DI M'S FROM HERE 3,- 4'-10" VIEW A -A NORTH WALL SECTIO TS5 x 3 x 3/16 (TYP.) BLDG. RIM ,43 13'-0" 16.-1" LJ LJ 30 1 2'-O" 12 X 9 OVERHEAD DOOR SEE NOTE 3 11 19'- 22'-4" LJ 11 l 1) 25'-11" L.! 3 X 7 DOOR _11" 28'-9 _Q„ TAIL DIMS 3'-O - 4-4- f - FROM HERE TSS x 3 x 3/16 (TYP.) BLDG. RIM(? PC $ 8 8 L LJ LJ LJ LJ 11 I 5) tJ+ 11 6 13 1 _ 13 11r 5 #1 TS3 x 3 x 3/16 11 1 ' 1 11 DOOR 13 J 3,-4', (1,1 1y �l �j `[1 B -B SOUTH WALL NOTES: 1. BILL OF MATERIALS ON SHT. 5 2. TOTAL APPROX. BUILDING WT. - 15,000 LBS. 3. OVERHEAD DOOR ASSEMBLY TO BE MOUNTED ON EXTERIOR OF BUILDING TO ALLOW NEEDED INSIDE CLEARANCES TO CRANE RUNWAY BEAM & ASSEMBLY. 4. CRANE RUNWAY BEAMS, ITEM# 30, TO BE TIED TO STRUCTURAL STEEL COLUMNS OF BUILDING USING 3 x 3 x 3/16" SQUARE TUBING AND 1/4" FILLET WELD. 5. EXTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, CARLSBAD CANYON TAN IN COLOR. 6. INTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, WHITE IN COLOR. 7, R-11 SPRAY FOAM INSULATION UNDER SKID, R-13 INSULATION IN WALLS AND CEILING. Z./74,/- x/41/'//t pr I /(-177/9/1I/4495 5 ,GAP/ fpr ,Cg ; 2e-6074 /866 REVISED PREPARED BY: ZR DATE• 10/04/11 REVISION # 3 APPROVED BY• MP SWO # 1085866 THIS DRAWING IS THE PROPERTY OF POWER SERVICE CAkSPER, WYOMING, USA. NOTICE: This drawing has not been published but rather has been prepared for "CHEVRON NORTH AMERICA" by Power Service solely in respect of the construction, operation, and maintenance of the facility named in the title block and shall not be used for any other purpose or furnished to any other party, without the express written consent of Power Service, Inc. 3 2 10/04/11 09/07/11 ZR ZR CORRECT SHEET NO. ADJUST TO 18x24 SHEET MP AIP 09/02/!1 ZR PRODUCE SCALE DRAWING MP 0 07/08/11 CR FOR CONSTRUCTION ZR 1A 07/07/11 CR CHANGES PER GUST. MARK UPS - FOR REVIEW ZR MP MP A 06/29/11 CR FOR REVIEW ZR MP CFN-VRU-STL-2 STRUCTURAL STEEL DUALS NO. DATE BY DESCRIPTION CHK'D APPR. OK NO. TITLE .011W POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 CHE VR ON NORTH AMERICA REVISIONS REFERENfl€ DRAWINGS DWN DIY I CHK'D BY ZR APP'D BY MP ENGINEER DATE 0 SCALE: 06/24/11 3/P"'1' STRUCTURAL STEEL BUILDING DETAIL SKID & BUILDING PACKAGE 15'-9" OAW x 28'-9" OAL x 13'-2 3/8" H SHEET: I PROJECT 110. DWG. NO. 2 OF 511085866 15 -28 -CHV REV.n 0 r") 1'- 2'— 41) 0 4D ' 0 W'+ T53x3x3 -0 pp HSS 2x1x1/8-10 —9 1/4" 16 3/4":1' SLOPE T55 x 3 x 3/16 CPT.) BLDG. RIM 10 X 10 DAMPENER 0'-0„ GRADE 2'-10 1/2" v I P W C- C WEST WALL NOTES: 1. BILL OF MATERIALS ON SHT, 5 2. TOTAL APPROX, BUILDING WT. - 15,000 LBS. 3. OVERHEAD DOOR ASSEMBLY TO BE MOUNTED ON EXTERIOR OF BUILDING TO ALLOW NEEDED INSIDE CLEARANCES TO CRANE RUNWAY BEAM & ASSEMBLY. 4. CRANE RUNWAY BEAMS, ITEM# 30, TO BE TIED TO STRUCTURAL STEEL COLUMNS OF BUILDING USING 3 x 3 x 3/16" SQUARE TUBING AND 1/4" FILLET WELD. 5. EXTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, CARLSBAD CANYON TAN IN COLOR. 6. INTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, WHITE IN COLOR. 7. R-11 SPRAY FOAM INSULATION UNDER SKID, R-13 INSULATION IN WALLS AND CEILING. 03 N 15'-9' 3" 1'— 4'-6 2`-2 1r2„ 410 3/4 SLco C)S �l 10 TS3x33"t6 HSS 2x1x1/8 — 18 16 1/2 x 16 1/2 VENT 21 T55 x 3 x 3/16 (TV .) BLDG. RIM 4,— J 3'- 7'-9,, 9'-4 1 /2" SECTION 11' -- EAST WALL N N t 1 I REVISED PREPARED BY: ZR DATE- 10/04/11 REVISION # 3 APPROVED BY. MP SWO 1085866 THIS DRAWING IS THE PROPERTY OF POWER SERVICE CASPER, WYOMING, USA. NOTICE: This drawing has not been published but rather has been prepared for "CHEVRON NORTH AMERICA" by Power Service solely in respect of the construction, operation, and maintenance of the facility named in the title block and shot) not be used for any other purpose or furnished to any other party. without the express written consent of Power Service. Inc. 3 10/04/11 ZR CORRECT SHEET NO. 2 09/07/11 Z ADJUST TO TBx24 SHEET MP MP 09/02/11 0 07/08/11 ZR CR PRODUCE SCALE DRAWING FOR CONSTRUCTION MP ZR MP rA 07/07/11 A 06/29/11 CR CR CHANGES PER OUST MARK UPS — FOR REVIEW ZR MP FOR REVIEW ZR MP CHV-VRU-STL-2 STRUCTURAL STEEL DETAILS NO. DATE 6t' DESCRIPTION REVISIONS CHK`D APPR. DWG NO TITLE RFFFRFNCF DRAWINGS POWER SERVICE, INC CASPER, WYOMING, USA (307)472-7722 CUSTOMER CHEVRON NORTH AMERICA STRUCTURAL STEEL BUILDING DETAIL SKID & BUILDING PACKAGE 15`-9" OAW x 28'-9" OAL x 13'-2 3/8" H 14 Err CR CHK'D 8Y ZR APP'D 8Y MR ENGINEER DATE CAV1 (5/24/11 SCAL 3/R..1, SHEET 3 nr: PROJECT NO. 1085866 i1WC. ND. 1 may, A 15-28—CHV /34 CA\E EA J W W 1- Z_ O _J 5 m OAH REF. TOP OF BRIDGE BEAM BOTTOM OF RIDGE BEAM 8 0 —0 3/4" 11 1/2" TYP. 14'-4" TYP. 9'-4 1/4" TYP. 26'-1 " RUNWAY 13'-4" OAW BRIDGE BEAM KIT BOTTOM OF BRIDGE BEAM 0 RUNWAY TOP OF DECK PLATE VIEW A -A NOTES: 1. BILL OF MATERIALS ON SHT. 5 2. TOTAL APPROX. BUILDING WT. — 15,000 LBS. 3. OVERHEAD DOOR ASSEMBLY TO BE MOUNTED ON EXTERIOR OF BUILDING TO ALLOW NEEDED INSIDE CLEARANCES TO CRANE RUNWAY BEAM & ASSEMBLY. 4. CRANE RUNWAY BEAMS, ITEM# 30, TO BE TIED TO STRUCTURAL STEEL COLUMNS OF BUILDING USING 3 x 3 x 3/16" SQUARE TUBING AND 1/4" FILLET WELD. 5. EXTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, CARLSBAD CANYON TAN IN COLOR. 6. INTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, WHITE IN COLOR. 7. R-11 SPRAY FOAM INSULATION UNDER SKID, R-13 INSULATION IN WALLS AND CEILING. 26'—l" OAL 11 1/2" TYP. 1'-1 1/4" BRIDGE BEAM KIT 1 '-3 1/2" 14'-4" TYP. 4 U I 9'-4 1/4" TYP. HOOK— HEIGHT ELEVAT o\ 34 DEVISED PREPARED BY• ZR DATE• 09/07/11 REVISION # 3 APPROVED BY MP SWO # 1085866 THIS DRAWING IS THE PROPERTY OF POWER SERVICE CASPER, WYOMING, USA. NOTICE: This drawing has not been published but rother has been prepared for "CHEVRON NORTH AMERICA" by Power Service solely in respect of the construction, operation, and maintenance of the facility named in the title block and shall not be used for any other purpose or furnished to any other party, without the express written consent of Power Service, Inc. .3 09/07/11 ZR ADJUST TO 18x24 SHEET MP 2 09/02/11 ZR PRODUCE SCALE DRAWING MP 1 08/30/11 ZR INCLUDE NOTE/ 4 MP 0 07/08/1 1 CR FOR CONSTRUCTION ZR MP 1A 07/07/11 CR CHANGES PER CUST. MARK UPS - FOR REVIEW ZR MP A 06/29/11 CR FOR REVIEW ZR MP CHV-VRU-STL-2 STRUCTURAL STEEL DETNI.S NO. DATE BY DESCRIPTION CHK'D APPR DWG NO. TITLE POWER SERVICE, INC CASPER, WYOMING, USA (307)472-7722 CUSTOMER CHEVRON NORTH AMERICA STRUCTURAL STEEL BUILDING DETAIL SKID & BUILDING PACKAGE 15'-9" OAW x 28'-9" OAL x 13'-2 3/8" H REVISIONS REFERENCE DRAWINGS DWN BY CR CHK'D BY APP'D BY ` ENGINEER ZR MP I 13'-4" O.S. RUNWAYS _, / / J// / // /// / / 3 31 33 ® Qg BRIDGE BEAM KIT 16 >e z- 9 •'` ��� BUILDING STEEL BRIDGE BEAM KIT 30 W16 x 40 31 (10 410 35 x N ® 0 77 / ..r f // ///////////1 I/i/✓//////////////ia VA//////// —0 3/4" 11 1/2" TYP. 14'-4" TYP. 9'-4 1/4" TYP. 26'-1 " RUNWAY 13'-4" OAW BRIDGE BEAM KIT BOTTOM OF BRIDGE BEAM 0 RUNWAY TOP OF DECK PLATE VIEW A -A NOTES: 1. BILL OF MATERIALS ON SHT. 5 2. TOTAL APPROX. BUILDING WT. — 15,000 LBS. 3. OVERHEAD DOOR ASSEMBLY TO BE MOUNTED ON EXTERIOR OF BUILDING TO ALLOW NEEDED INSIDE CLEARANCES TO CRANE RUNWAY BEAM & ASSEMBLY. 4. CRANE RUNWAY BEAMS, ITEM# 30, TO BE TIED TO STRUCTURAL STEEL COLUMNS OF BUILDING USING 3 x 3 x 3/16" SQUARE TUBING AND 1/4" FILLET WELD. 5. EXTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, CARLSBAD CANYON TAN IN COLOR. 6. INTERIOR TO BE COVERED WITH 29 GAUGE PRO PANEL 2 RIBBED METAL PANELS, WHITE IN COLOR. 7. R-11 SPRAY FOAM INSULATION UNDER SKID, R-13 INSULATION IN WALLS AND CEILING. 26'—l" OAL 11 1/2" TYP. 1'-1 1/4" BRIDGE BEAM KIT 1 '-3 1/2" 14'-4" TYP. 4 U I 9'-4 1/4" TYP. HOOK— HEIGHT ELEVAT o\ 34 DEVISED PREPARED BY• ZR DATE• 09/07/11 REVISION # 3 APPROVED BY MP SWO # 1085866 THIS DRAWING IS THE PROPERTY OF POWER SERVICE CASPER, WYOMING, USA. NOTICE: This drawing has not been published but rother has been prepared for "CHEVRON NORTH AMERICA" by Power Service solely in respect of the construction, operation, and maintenance of the facility named in the title block and shall not be used for any other purpose or furnished to any other party, without the express written consent of Power Service, Inc. .3 09/07/11 ZR ADJUST TO 18x24 SHEET MP 2 09/02/11 ZR PRODUCE SCALE DRAWING MP 1 08/30/11 ZR INCLUDE NOTE/ 4 MP 0 07/08/1 1 CR FOR CONSTRUCTION ZR MP 1A 07/07/11 CR CHANGES PER CUST. MARK UPS - FOR REVIEW ZR MP A 06/29/11 CR FOR REVIEW ZR MP CHV-VRU-STL-2 STRUCTURAL STEEL DETNI.S NO. DATE BY DESCRIPTION CHK'D APPR DWG NO. TITLE POWER SERVICE, INC CASPER, WYOMING, USA (307)472-7722 CUSTOMER CHEVRON NORTH AMERICA STRUCTURAL STEEL BUILDING DETAIL SKID & BUILDING PACKAGE 15'-9" OAW x 28'-9" OAL x 13'-2 3/8" H REVISIONS REFERENCE DRAWINGS DWN BY CR CHK'D BY APP'D BY ` ENGINEER ZR MP I BILL OF MATERIALS ITEM QTY DESCRIPTION SPEC. O 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 28'-9" SA -500B 4 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 15'-3" SA -500B 0 1 SQUARE TUBING, 3 x 3 x 3/16 x 28'-9" SA -500B 416 SQUARE TUBING, 3 x 3 x 3/16 x 7'-9 1/4" SA -500B A 30 SQUARE TUBING, 3 x 3 x 3/16 x 3'-10" SA -500B 6 2 SQUARE TUBING, 3 x 3 x 3/16 x 3'-9" SA -500B 8 SQUARE TUBING, 3 x 3 x 3/16 x 0'-6 3/8" SA -500B 8 6 SQUARE TUBING, 3 x 3 x 3/16 x 15'-3" SA -500B 9 4 BAR CHANNEL 2 x 1 x 1 /8 X 28'-3" SA -500B 10 8 HSS 2 x 1 x 1/8" x 28'-9" SA -5008 (11 12 SQUARE TUBING, 3 x 3 x 3/16 x 2'-9" SA -500B 0 3 SQUARE TUBING, 3 x 3 x 3/16 x 3'--4" SA -500B 6 SQUARE TUBING, 3 x 3 x 3/16 x 2'-4" SA -500B 14 1 SQUARE TUBING, 3 x 3 x 3/16 x 4'-1 " SA -500B 15 1 SQUARE TUBING, 3 x 3 x 3/16 x 6'-6" SA -500B 16 2 SQUARE TUBING, 3 x 3 x 3/16 x 2'-10" SA -500B 17 1 SQUARE TUBING, 3 x 3 x 3/16 x 22'-7" SA -500B 18 6 SQUARE TUBING, 3 x 3 x 3/16 x 3'-5" SA -500B 19 6 SQUARE TUBING, 3 x 3 x 3/16 x 2'-1 1 /2" SA -500B 20 2 SQUARE TUBING, 3 x 3 x 3/16 x 2'-7 1/2" SA -500B 1 SQUARE TUBING, 3 x 3 x 3/16 x 15'-3" SA -500B 1 RECTANGULAR TUBING, 5 x 3 x 3/16 x 12'-6" SA -500B 21 SQUARE TUBING, 3 x 3 x 3/16 x 11'-9" SA -500B 24 2 SQUARE TUBING, 3 x 3 x 3/16 x 9'-9" SA -500B 5 SQUARE TUBING, 3 x 3 x 3/16 x 2'-7" SA -500B 26 4 SQUARE TUBING, 3 x 3 x 3/16 x 3'-4" SA -500B 3 SQUARE TUBING, 3 x 3 x 3/16 x 1'-7" SA -500B 28 1 RECTANGULAR TUBING, 5 x 3 x 3/16 x 10'-6" SA -500B 29 1 SQUARE TUBING, 3 x 3 x 3/16 x 1'-4 1/2" SA -500B 30 2 SQUARE TUBING, 3 x 3 x 3/16 x 8'-9" SA -500B CRANE SYSTEM STEEL 30 2 W16 x 40 x 26'-0", RUNWAY BEAM SA -992 31 6 H.S.S. 4 x 4 x 5/16 x 7'-10", COLUMN SA -500B 2 T.S. 2 x 2 x 3/16 x 26'-0", TRACK FOR CRANE SA -513 4 PL. 1/2 x 7" x 2'-0", RUNWAY BEAM ENDS SA -36 34 28 PL. 1/2 x 6" x 6", MITERED 45°, COLUMN GUSSETS SA -36 35 1 W12 x 45 x 13'-4", BRIDGE BEAM SA -992 SERVICE, INC. WYOMING, USA (307)472-7722 CUSTOMER CHEVRON NORTH AMERICA --FIMPOWER 15'-9„ STRUCTURAL STEEL BUILDING BOM C'ASPER, SKID & BUILDING PACKAGE OAW x 28'-9" OAL x 13'-2 3/8" H 0 07/08/11 CR FOR CONSTRUCTION ZR MP 1A 07/07/11 CR CHANGES PER OUST. ZR MP A 06/29/11 CR FOR REVIEW ZR MP 049 -111U -S1-2 S>RUCTU&t STEEL DEMS NO. DATE BY DESCRIPTION CHK'D APPR. DWG NO. TITLE DWN B1' CR CHK'D BY ZR APP'T) BY MP ENGINEER' - f7VITE DMIN 06/24/11 SCALE N.T.S. EE: :1,11. F 5 PRWEL7 N0. UWWG. P10. 1085866 ID _ 15-28-CFI1/ REV. / REVISIONS REFERENCE DRAWINGS