HomeMy WebLinkAboutApplication-Permit.pdfProiect Address ,co OWner Information Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601· Phone: (970)945-8212 Fax: (970)384-3470 Parcel
No .•. 213532100009 Address 1999 Broadway # 3700 Denver CO 80202-Tract No. Block No. Lot No. Phone Proposed Construction I Details Valuation: $ 588,628.80 6/22/09 Compressor Buiding
at the Jackrabbit Compressor Station, Julie Total Sq Feet: 14760 Fees Due Amount Total I Amt Paid I Amt Due Commercial Bulldjng Fee $3,656.50 Plan Check Fee $2,376.73 $ 6,033.23 $ 4,422.56
Total: $6,033.23 ;~l~:;~;ITl Thursday, June 25, 2009 Section Township Cell Required Inspections: Fo,ln,p""on",'" 1 (972) 291-5100 x1093 Inspection IVR See Permit Record Assessors Copy
3
I Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970·384-3470 Inspection Line: 970-384-5003 Building Permit
No. Parcel No: 2135-321-00-009 Locality: Owner: Contractor: OPD Fees: Plan Check: $ 2,376.72 Septic: Bldg Permit: $ 3,656.50 Other Fees: Total Fees: J. __ 6!.O~3.22 Clerk: Date: I
Garage: GARFIELD COUNTY BUILDING PERMIT APPLICATION 1088'" Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212/Fax: 970-384-3470/Inspection Line: 970-384-5003 www·garfield-county.com
description o Alteration o Authority. ~~:~~~§§~~~~~~~~~~~~§§~~~~~~~~~~~ or an authorized agent If the signature below is not that of the Owner, a sepmate letter Legal Access. of inspections
by the Building Department. Other Permits. Multiple another pennit required for use on the property identified above, c.g. State or County Void Permit. A . mill and void if the not commenced
within 180 days of the date of issuance and ifwork is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certifY that I have read this Application
and that the infonnation 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 bebalf(submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will
be issued granting permission to me, as Owner, to construct the strueture{s) and fact1ities detruled on the submittals reviewed by the Building Department In consideration of the issuance
of the Bunding Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, I$DS regulations
and applicable land use regulations (County ReguJation(s». I acknowledge that the Bwlding Pennit may be suspended or revoked, upon notice from the County, if the location, construction
or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permission to the Building
Department to entcr the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the Bwlding Official from: (1)
requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of me structure(s) or facility(ies) ifsucb is in violation
of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Bwlding Department do not constitute an acceptance
of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws
and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and! or builder. ~ (l~GE THAT READ AND UNDERSTAND\. ~ & CERTIFICATION
ABOVE, STAFF USE ONLY specialcondlf7~4tl( ¥ ¥t.&6 Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: GS8ti128.eo 1.. '!J 1ft; .1$ %5&.fj'() ISDS Fee: Total Fees:
1~~:·O(P Balance Due: .!!!:.N2 & Issue Date~ ISDS No & Issued Date: &O,,~.~ 5U.7.rz:; BLCC-OCt-Cq '"IOCP':j-Setbacks: OCC Group: Const Type: l-H? V-f) Z°f!i-iL B~DEPT: a PLNGDEPT: J'
~~~ Ww;../~ ~~~ ~J~~ APPOAL ~ 1\ DATE AP ROVAL ' DATE
The following items are required by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned
by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior
doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove
and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and
privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including
guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating
circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A fmal inspection sign off by the Garfield County Road & Bridge Department
for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (CO.) WILL NOT BE
ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUpy OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY
OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAYBE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the
above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS SIGNATURE dATE BappHcationdecember2007
GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS
ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information
be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding
with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given
attention before the new information may be reviewed after it has been provided to the Building Department. Please review this documeut to determiue if you have euough iuformatiou to
desigu your project aud provide adequate iuformatiou to facilitate a piau review. Also, please consider usiug a desigu 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. I
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 in compliance with the 2003 IBC, IPC, IMC, IFGC, and IFC. 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 of30% 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 propos'j
structure located within the envelope. Yes _ _ 2. Does the site plan when applicable include the location of the LS.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. I Yes Not necessary for this project -.>.J-3. Does the site plan indicate the location and direction ofthe State, County or private road accessing the propertr?
Yes-J-4. Is the LS.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? J' Yes Not necessary for this project,--,, _ 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 J-Not necessary for this project __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of
all reinforcing steel in accordJce with the building code or per stamped engineered design? Yes Not necessary for this project __ 2
7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes -J-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~ Not necessary for project __ 9. Do the plans indicate
the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes -J-Not necessary for this project __ 10. Do the plans include design loads as required
under the mc or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes L Not necessary for this project __ 11. Do the P:7s include design loads as required
for floor loads under the mc or IRC? Yes _ Not necessary for this project __ 12. Does the plan include a building section drawing indicating foundation, waH, floor, and roof construction?
Yes__J _ Not necessary for this project_ _ 13. Is the Wi~J speed and exposure design included in the plan? Yes Not necessary for this project __ 14. Does the building section drawing
include size and spacing of floor joists, wall studs, ceiling joists, roof rafters pr joists or trusses? Yes_J_ Not necessary for this project _ 15. Does the building section drawing
or other detail include the method of positive connection of all columns and beJims? Y es ~ Not necessary for this project _ 16. Does the elevation plan indicate the height of the building
or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Checjapplicable zone district for building
height maximum) Yes Not necessary for this project __ 3
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 J-Not necessary for this project __ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes ~ Not necessary
for this project __ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping room:rnd/or basements comply with the requirements of the
IBC or IRC? Yes Not necessary for this project __ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventJtion for all habitable
rooms? Yes Not necessary for this project __ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors;
glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazi~l for these areas?
Yes Not necessary for this project __ 22. Do the p~ar include a complete design for all mechanical systems planned for installation in this building? Yes ,No Not necessary for this project.
__ _ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IB9 Chapter 3) Yes__J _ Not necessary for this project'--__ 24.
Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes-J-Not necessary for this project __ 25. Is the location
of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes"J-Not necessary for this project _ 26. Do the plans indicate the location and dimension
of restroom facilities and ifmore than four employees and both sexes are employed, facilities for both sexes? Yes L Not necessary for this project __ 4
27. Do the pIj. s indicate that restrooms and access to the building are handicapped accessible? Yes _ Not necessary for this project __ 28. Have two (2) complete sets of constrnction
drawings been submitted with the application? Yes£ . 29. Have you designed or had this plan designed while considering building and other construction code req:/ements? Yes 30. Does
the plan accurately indicate what you intend to constrnct and what will receive a final inspection by the Garfield County Building Department? Ye~ 31. Do your plans comply with all zoning
rules and regulations in the County related to your zone district? For corne:7ts see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes 32. Do you
understand that approval for design and/or constrnction changes are required prior to the implementation of these changes? Yes-J-33. 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? YesJ 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final/inspection
prior to receiving a Certificate of Occupancy and occupancy of the building? Yes J 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be
given for an Agrnt and that the party responsible for the project must comply with the Uniform Codes? Yes" 36. Are you aware that you must call in for an inspection by 3:30 the business
day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 ayu. and 3:30 p.m. Monday through Friday. Inspections are
to be called in to 384-5003. Yes-lL-5
37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 r,,-inspection fee? Yes J 38. Are you aware that prior to submittal
of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private
easement/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You
can contact the Road & Bridge Department at 625-860 I. See Phone book for other agencies YesL 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to pe!form installations and hookups? The license number will be required at time of inspection. YesJ 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 perm~tPPlicatiOn? Your attention in this is appreciated.
Yes 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues?'} Yes _ (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 issuaIfCe of a building permit that you will be required to obtain
a grading permit? YesJ--Not necessary for this project __ 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. J Yes Not Necessary for this project _-= __ _ 44. If you anticipate obtaining
a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter.
Yes 6
I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature ~ \ ~ S;-.::>"-,, Phone: '-') ~ v (days); _________ (evenings) Project
Name3"" (,\<. ,,~\:)\\= -~~ O~!J"'" Project Address: S'") J iT ~ .j i, 'D-'\\ \d Note: On any of these questions you may be required to provide this information. If required information
is not supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *Ifyou have answered "Not necessary for this project" on any
ofthe 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, BpcommDec2007 7
UIL IN PE GARFIELD COUNTY, COLORADO INS!PlECTION WILL NOT BIE MADE UNLESS THiS CARD IS POSTED ON THE JOB AGREEMENT IT 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. useCoM~g$lR'I'CNe. ~eeiT ~ ~~ . AddressorLegalDescriptionSW 1/4 cf ~ ~s., 'g . .o.lbW]?#1fdAJ! G4! Owner
~Y~~!2~contractor-.J~i3:~~~ _ ~===_-:7K Building Permit Type ~",AL,-,,,,,,,,,-_____________________ This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD Footing Driveway ~ 4-Foundation I Grouting Insulation Underground Plumbing Drywall Rough Plumbing Eijectri<: final {by Sta·~e Insp-ectorr} (Prior to Final) Rough Mechanical
Septic Final Gas Piping FINAL 3-.:43-/0~~ Ele<Ctric Rough (by State Inspector) (You Must Call For Finallnspaction) (Prior to Framihg) Notes Framing (to Include Roof in place & Windows
& Doors installed & Firestopping In place) THIS PERMIT IS NOT TRANSFERABLE For Inspection (all 970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Co~o!"ado
81601 DO NOT DESTROY THIS CARD APPROVED I!C. "'bk #M!'II Date ______ ~~=-~~~~~~~~~ ________ (DO NOT LAMINATE)
No. 113311 BLCO-S-09-10S7 Assessor's Parcel No. 2135-321-00-009 Date S/25/2009 BUILDING PERMIT CARD Job Address SW 1/4 of Sec33, T5S, R9SW Owner Berry Petroleum & Marathon Oil Address
1999 Broadway #3700, Denver Phone # _____ _ Contractor OPD Address pobox 810. Katy. TX Phone # 281-371-7500 Setbacks: Front Rear RH LH Zoning ____ _ compressor station at Jackrabbit
compo station. Soils Test ___________ _ Footing ____________ _ Foundation __________ _ Grout _____________ _ Underground Plumbing ______ _ Rough Plumbing ________ _ Framing ____________
_ Insulation ___________ _ Roofing ___________ _ Drywall ____________ _ Gas Piping ___________ _ INSPECTIONS NOTES Weatherproofing ___________ _ Mechanical _____________ _ Electrical
Rough (State) ________ _ Electr,lcalJ;in~1 (State) ______ -;;;-;--;;-;-_ Final,.,.J..?dO. /Checklist complet~d? 'lJ9? Certificate Occupancy #~(-;@""---=",~-r--.,.-----Date '? .eO. <.,...J
Septic System # ___________ _ Date ____________ _ Final ___________ _ Other _____________________ _ (continue on back)
.~.... Date: 3/6/2009 Underwriters Laboratory UL-90 Letter Time: 1 :42:25 PM Name: Lefever Building Systems Address: 19089 East Ithaca Drive City, State: Aurora, Colorado 80013 MDP Jobsite:
Jackrabbit Compressor Station City, -State: Parachute, Colorado 81635 County, Country: Garfield, United States Page: 1 of 1 The goods listed herein are purchased subject to the VP BUILDfNGS
terms and conditions of sa~e and the limitations contained therein, Roof Coverine Shape Location Tvne Thickness Soacing Compressor Building Roof: A Panel Rib 24 Ice Damming & UL90 Uplift
Com~ressor B~ilding Roof: B Panel Rib 24 Ice Dammin' & UL90 Unlift SSR-Standing Seam Roof UL-90 Certification This is to certify that the VP Buildings STANPlNG SEAtV1 ROOF SYSTEM, when
installed in accordance with VP Buildings Standard Erection Details (SEDs) and Erection drawings, will meet Underwriters Laboratories UL Class 90 Uplift Rating. The SSR Roof system has
been tested and is listed under Underwriters Laboratories Construction No. 113. VP BUILDINGS Inc. 3200 Players Club Circle, Memphis TN 38125-8843 File: Marathon Compressor Buidling Version:
7.1e
COLORADO STATE ELECTIDCALBOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 PERMIT#: 665154 Permit Holder: PYRAMID CORPORATION 2375 LELAND AVE GRAND JUNCTION 815050000 Inspection
Report Date Inspected: 02/26/2010 Phone: (970) 257-0800 Fax: ( ) -Email: kelly.nicholes@pyramidcorporation.com Site Owner: LAT 39 34'14.331" LONG 108 10'45.763" MARATHON OIUBERRY PETROLEUM
Status: Accepted Parachute, Garfield County, Phone: Inspection type: Complete Final Partiallnspection:N NEW COMMERCIAL Trim PermitN Inspector: Cyrus Tuchscher 970-625-5085 Corrections:
1) Plaquard for NEC article still needs to be installed 210.5(C) Premises wiring system has branch circuits supplied from more than one nominal voltage system, each ungrounded conductor
of a branch circuit shall be identified by phase or line and system at all termination, connection, and splices 2) Control room will require a new permit and inspections 3) Any added
heat trace will require new permit and inspections 4) Installer on site making corrections for item #1 above 5) No building permit card available 6) Electric final OK Comments: 3/24/2010
Page 1
West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 12-7-09 Inspection Report Client: Phil Vaughan Construction
Management Inc. Report#ll Page 1 of 1 Project: Enterprise Gas Processing LLC Jack Rabbit Compressor Station Address: Garden Gulch Rd. Building Permit No.: BLCO-0-09-1067 Compressor Building
General Contractor: OPD Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the high strength bolting at the portal frame that was not yet installed
& inspected during inspection visit on 11-11-09. Also reinspected the bolt that was discovered to be missing during inspection visit on 11-11-09 at the other portal frame. The high strength
bolting inspected/reinspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements ofthe AISC Specification for
Structural Joints Using ASTM A325 or A490 Bolts except as noted below. 1) Noticed a bolted that appeared to need tightened and/or replaced (if the threads were damaged) at the portal
frame to column connection East portal frame. The onsite personnel with OPD were made aware of this discrepancy.
West Slope Testing & mspection LLC 3177 Glendam Dr. Grand JUIlction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 12-21-09 Inspection Report Client: Phil Vaughan Construction
Management Inc. Report #13 Page 1 of I Project: Enterprise Gas Processing LLC Jack Rabbit Compressor Station Address: Garden Gulch Rd. Building Permit No.: BLCO-0-09~ 1 067 Compressor
Building General Contractor: OPD Inspection of shop fabrication or field work at job site: Field Report: Reinspected the high strength. bolting at the portal frame (see report # 11).
Also randomly tested some of the bolts for proper tightness. The high strength bolting reinspected above appeared to be in significant conformance with the drawings & details, and appeared
to meet the quality requirements of the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. . To the best of my knowledge this completes the special inspection of
the high strength bolting at the Compressor Building as outlined in reports 9, 11, and 13 . . ~--... ----.-.---..... __ .--_ ..
West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 11-11-09 Inspection Report Client: Phil Vaughan Construction
Management Inc, Report #9 Page 1 ofl Project: Enterprise Gas Processing LLC JackRabbit Compressor Station Address: Garden Gulch Rd. Building Permit No.: BLCO-0-09-1067 Compressor Building
General Contractor: OPD Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the high strength bolting at the main frame, portal frame, and end
wall frame column & rafter connections. Also randomly tested some of the high strength bolting for proper tightness. The high strength bolting inspected above appeared to be in significant
conformance with the drawings & details, and appeared to meet the quality requirements of the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts except as noted below.
1) Noticed a bolt missing at one of the portal frame column to beam connections also the other portal frame was not yet installed. The onsite personnel with OPD were made aware of the
missing bolt. Another inspection visit would be needed to inspect the bolting at the portal frame that was not yet installed & to reinspect missed bolt. ~~J1A /IMp<e."tr. ...." "n' Do''''"'
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to? o~ 50011hj. Whe,n col, reo,;,tto"lsare up{-Vy i'nc/uJe. we/iAt 0-5 srade-Pe41'>'J 7e re.sls-c vpJ/ft &-oveV'turrJl!):}.
lopol OPTIMIZED PROC.ESSDESIGNS CLIENT PLANT ENGINEERS AND ~NSTRUcroRS KATY. TEXAS SUBJECT cQmPf!,Ef.56R. BtJ/LPINGz F&UNDftTltJN END C.OL:;'. @, 0«r (i}) HX TA)('E..N BY Ff',ICTION
I MDS (/CJ P/tG,ES 2.C;)Z7~ GZ) G3 'iP CALes, rOL H", -\Iv \/. lOi1D CASE 7.4 -8·4 4 5,5 -2 Z, 5 8 7,4 -/0,7 -Ie, --2.4.0 2 I I I 13m, Tf<I[Jt///';/<'Y S /'if li. 2 i." ~.IS '= 413,"
,C FOP-L,t.. /(, NET Yy: 413,7 -m.t:: 313,0''-Fop., LC.. i\ C.O!'JS/DGP-. /31,.06" f,E./'rCjlONS oNL Y) 6/'), 13!/), 15 5ELF 5UPPOR.TED F60TING. $lBES$Ef2 ~:~NO. 2 of /I _-1'-<4/6 "
CONI.No' Q 7¢-$'" IVJW2 CHKD. . 1--_...l1 .-__--LL I ~I ... \.f) "'-l
******************************************************************************* SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1. 0 SHT. 2:> 0 F 1/Co_pyright (C) 1987 by Concrete
Reinforcing Steel Institute .,jolS ()70SG t ~***************************************************** ********************** LOWlPA/iSSOR §()ILDING, LOCATION -COLUMN REACTIONS AXIAL LOAD
-ECCENTRICITY Le. It; COl. J "J IS:> 13 (;)1313 (MAJOR AXIS) -(MINOR AXIS) -BENDING MOMENT (MAJOR AXIS) -SHEAR LOAD (MAJOR AXIS) -BENDING J1QJ1ENTJMINOR AXIS) -SHEAR LOAD (MINOR AXIS)
-FOUNDATION PARAMETERS FOOTING WIDTH -FOOTING LENGTH -FOOTING THICKNESS -PEDESTAL HEIGHT -PEDESTAL LENGTH -PEDESTAL WIDTH -HEIGHT 0 38 0 0 0 0 0 7.4 6 4.5 1.25 7.75 1 2 KIPS FEET FEET
KIP-FT KIPS KIP-FT KIPS FEET FEET FEET FEET FEET FEET
~ SOIL ABOVE FOOTING -2.25 FEET WEIGHT OF SOIL ABOVE FOOTING -110 FLOOR OR GROUND SURCHARGE -0 PCF PSF SrlT 4 of Ii ...)08 CJ70CG ( *******************************************************************
********* RESULTS OF ANALYSIS comPRESSoR 8U//..()IAlG, ******************************************************************************* . /.. C. I G C 6'1. /C) /B) )3 c) )5 8 FOUNDATION
CORNER SOIL BEARING PRESSURES CORNER 1 -4.47 KSF CORNER 2 -0 KSF CORNER 3 -4.47 KSF CORNER 4 -0 KSF FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) -99999 FACTOR OF SAFETY AGAINST
OVERTURNING (MINOR AXIS) -2.32 TOTAL WEIGHT OF FOOTING AND LOAD -51.58 KIPS RESISTING MOMENT (MAJOR AXIS) -116.04 KIP-FT RESISTING MOMENT (MINOR AXIS) -154.73 KIP-FT OVERTURNING MOMENT
. (MAJOR AXIS) -0 KIP-FT OVERTURNING MOMENT (MINOR AXIS) -66.6 KIP-FT _~~ ""'/p: &, ',G/5/,5&: J.2~ I »%.~7'~~j,Q'::,_ 5.(j, = 21" /(3a.~{%-e) • 2.'51.58/(3' 4,S)('3-},2"') ~ 4,47!L.Sr:
3t hh.-c):c 5,/3'
******************************************************************************* SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1.0 sriT 5 of J) CQPyright (C) 1987 by Concrete Reinforcing
Steel Institute ')lP(j tfr7tJ,B.6 * **************************************************************************** LOCATION -COLUMN REACTIONS AXIAL LOAD -ECCENTRICITY (MAJOR AXIS) -(MINOR
AXIS) -BENDING MOMENT (MAJOR AXIS) -SHEAR LOAD (MAJOR AXIS) -BENDING MOMENT (MINOR AXIS) -SHEAR LOAD (MINOR AXIS) -FOUNDATION PARAMETERS FOOTING WIDTH -FOOTING LENGTH -FOOTING THICKNESS
-PEDESTAL HEIGHT -PEDESTAL LENGTH -PEDESTAL WIDTH -HEIGHT 0 COWl P fVi $,5(jJpr, f31.l!L D INc;, L,C.rt te)/.IC;18;/3C'J I513 22.5 KIPS 0 FEET 0 FEET 0 KIP-FT 0 KIPS 0 KIP-FT 5.5 KIPS
6 FEET 4.5 FEET 1. 25 FEET 7.75 FEET 1 FEET 2 FEET
F SOIL ABOVE FOOTING -2.25 FEET WEIGHT OF SOIL ABOVE FOOTING -110 FLOOR OR GROUND SURCHARGE -0 PCF PSF SHT. C; I II JoB () 7CJ/3 r;; '*****************************************************************
*********** RESULTS OF ANALYSIS P/RJ::SS R 1<0, "/.A/1... ****************************************************~qqt*****~***~'Wf*~**~4**** FOUNDATION CORNER 1 -CORNER 2 CORNER 3 CORNER
4 CORNER SOIL 3.28 KSF o KSF 3.28 KSF o KSF Lt., ~ C;oL It) 18)/3")/81.3 BEARING PRESSURES FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) -99999 FACTOR OF SAFETY AGAINST OVERTURNING
(MINOR AXIS) -2.19 TOTAL WEIGHT OF FOOTING AND LOAD -36.08 KIPS RESISTING MOMENT (MAJOR AXIS) -81.17 KIP-FT RESISTING MOMENT (MINOR AXIS) -108.23 KIP-FT OVERTURNING MOMENT (MAJOR AXIS)
-0 KIP-FT OVERTURNING MOMENT(MINOR~AXJS) -49.5 KIP-FT
lopol OPTIMIZED PROCESS DESIGNS ENGINEERS AND CONSTRUCTORS KATY, TEXAS CLIENT =~T!!I1/t'§ Or 1/PLANT r coNI,'fml CJ708{2 SUBJECT cam P8ESSOR fW/LDIA/6. F4fJNDit Ut3N av.J lAll CHKO.
GOL S. ~ l '-7' ~ ,~ . t DI-=-DI3= . OJ 2. D g, 1,2 A C.ONTf/.OL '" ~ ~ L 08. D.s (/[;.1 " , " fieF, p/tG,es 2~ J/30 OF V.?' CALes, """ s·o L.r -# Hi. -Vv \J'I 1 ~EJ ~ g '0, q -5 I.
' 2-(,7 5.Q -/O.} -elaN 2-13.8 -82.5 fop., U:. (;2 I7DD TRI13vTf';R.Y :wr; Or sR, 13m, '" • /S )( 0;' x 2/"f., (2. 7, St 2 5 -2) = 13C,/<.:. /)0 /Y#T OPLIFT b-EY IA/5f'f3e-tltP/I/L,C.,
102-P6!i56 NoT ccwtfl.OL , " I" I 'I i use. 8 -6 " 5 -0 ,,/. 10 FeoTiNiSJ w #7e ,IF-Aw/f'! f5~TTom,tt4(2IITO ARn1 r-r EQQTIN& ;'T.AG S~~£! (,ot/SI,OGR. Lit, Z S.fV4:'i"lb.3G U5!3 4,Gb.
45 , Salt. t f06TING, , /5,/3,-:: 2".I/t 1,5 i<.IS=ASf.5F i 1,6-.45 ?L-/. //, /'I~ I /NET 5.15, = ~ f ./.5 f4 S F !.r • G -. 45 '" .15 )l.SP -.l' /7fl M ~. (g, >'-2' )/2.:: 3,2S 1 '~oo,,~
Vs,;: 17 yo.. !..OftD FAOOR. " /.5 <::>"t::S $O'll.Q&OIl) 4'&; " e.o~ ~A.Yll;.IP •• ~ SH£!ZR. .o~ ~.e :lI.j 4!.~ us E COf/STAHr /..tJI7D:: 1.0 /<: S;:: ~n) ~\~~~~3 tL /I 17 v G,. t.
iJ/W F/'Jt7tJR. " 1.5 ~~ -. ~~o .~~ Yu = I.:; '" 1,0 1-3, 2. 5' ;-/"l. 5 /<-«'88·e •••••• ~~~ IONA\. £ TRY t"" ;;; 2" d,,':?' e. 2. -:3 -i.5" • 75 -:: /1. 0;" 4-w--o ",) d>V" --2¢1£'
bdv '" Ii ~ 2. "i.. 85 0000 r ~ 12 "/0) 7, "/1000 : 2{),O' >/~,SK.:. oKEa.;!' Uf?,E I'-/mu -1').5" 3,25/2. ::: "3 I. 7 ~-/, l bd /I 2.tPtPCJ e ' F = :: /'2. ";7.'1 /12cJOO .:-.32 Hl>N
f/76 I =. GO )(" = rnv/F " -:, /. 7/. 3 2. -:: '1 CJ Cl n ~ 4, 3") J As" mv j4n>J ~ 4) ,," = 3/, 7/( 1, 3 ~ "f-} "1-")) ::-• 10 /'f. :.s ~ .54
******************************************************************************* SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1.0 P;j gil J Copyright (C) 1987 by Concrete Reinforcing
Steel Institute ******************************************************************************* Lv~ATION -COMPRESSOR BUILDING 07086 L, c, 2 ~ C.O/.. L /,.,1 E ? COLUMN REACTIONS AXIAL
LOAD -82.4 KIPS ECCENTRICITY (MAJOR AXIS) -0 FEET (MINOR AXIS) -0 FEET BENDING MOMENT (MAJOR AXIS) -0 KIP-FT SHEAR LOAD (MAJOR AXIS) -0 KIPS BENDING MOMENT (MINOR AXIS) -0 KIP-FT SHEAR
LOAD (MINOR AXIS) -13.8 KIPS FOUNDATION PARAMETERS FOOTING WIDTH -8.5 FEET FOOTING LENGTH -5 FEET FOOTING THICKNESS -1.5 FEET PEDESTAL HEIGHT -7.5 FEET PEDESTAL LENGTH -1 FEET PEDESTAL
WIDTH -2
FEET HEIGHT OF SOIL ABOVE FOOTING -WEIGHT OF SOIL ABOVE FOOTING -FLOOR OR GROUND SURCHARGE -2 110 o FEET PCF PSF fj 'YIJ o70Bb ************************************************************************
******* RESULTS OF ANALYSIS ******************************************************************************* FOUNDATION CORNER 1 -CORNER 2 CORNER 3 CORNER 4 CORNER SOIL 4.49 KSF .36 KSF
4.49 KSF .36 KSF BEARING PRESSURES FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) -99999 FACTOR OF SAFETY AGAINST OVERTURNING (MINOR AXIS) -3.53 TOTAL WEIGHT OF FOOTING AND LOAD -103.12
KIPS RESISTING MOMENT (MAJOR AXIS) -257.81 KIP-FT RESISTING MOMENT (MINOR AXIS) -438.27 KIP-FT OVERTURNING MOMENT (MAJOR AXIS) -0 KIP-FT OVERTURNING MOMENT (MINOR AXIS) -124.2 KIP-FT
******************************************************************************* SPREAD FOOTING DESIGN AND ANALYSIS PROGRAM, VERSION 1.0 <:,noyright (C) 1987 by Concrete Reinforcing Steel
Institute .**************************************************************************** LOCATION -COMPRESSOR BUILDING 07086 COLUMN REACTIONS AXIAL LOAD -ECCENTRICITY (MAJOR AXIS) -(MINOR
AXIS) -BENDING MOMENT (MAJOR AXIS) -SHEAR LOAD (MAJOR AXIS) -BENDING MOMENT (MINOR AXIS) -SHEAR LOAD (MINOR AXIS) -FOUNDATION PARAMETERS FOOTING WIDTH -FOOTING LENGTH -FOOTING THICKNESS
-PEDESTAL HEIGHT -PEDESTAL LENGTH -PEDESTAL WIDTH -51.2 o o o o o 16.9 8.5 5 1.5 7.5 1 2 KIPS FEET FEET KIP-FT KIPS KIP-FT KIPS FEET FEET FEET FEET FEET
FEET HEIGHT OF SOIL ABOVE FOOTING -WEIGHT OF SOIL ABOVE FOOTING -FLOOR OR GROUND SURCHARGE -2 110 o FEET PCF PSF ('5 II/II ****************************************************************************
*** RESULTS OF ANALYSIS ******************************************************************************* L." Z) ? <'i., 2 FOUNDATION CORNER SOIL BEARING PRESSURES CORNER 1 -4.49 KSF CORNER
2 -0 KSF CORNER 3 -4.49 KSF CORNER 4 -0 KSF FACTOR OF SAFETY AGAINST OVERTURNING (MAJOR AXIS) FACTOR OF SAFETY AGAINST OVERTURNING (MINOR AXIS) TOTAL WEIGHT OF FOOTING AND LOAD -71.92
KIPS RESISTING MOMENT (MAJOR AXIS) -179.81 KIP-FT RESISTING MOMENT (MINOR AXIS) -305.67 KIP-FT OVERTURNING MOMENT (MAJOR AXIS) -0 KIP-FT OVERTURNING MOMENT (MINOR AXIS) -152.1 KIP-FT
-99999 -2.01
Underwriters Laboratory UL-90 Letter Date: 3/6/2009 Time: 1 :42:25 PM J of! Name: Lefever Building Systems Address: 19089 East Ithaca Drive City, State: Aurora, Colorado 80013 MDP Jobsite:
Jackrabbit Compressor Station City, State: Parachute, Colorado 81635 County, Country: Garfield, United States The goods listed herein are purchased subject to the VP BUILDINGS terms
and conditions of sale and the limitations contained therein. Roof Coverinf! Shape Location Type Thickness Snacing Compressor Building Roof: A Panel Rib 24 Ice Damming & UL90 Uplift
Comoressor Bllilding Roof: B Panel Rib 24 Ice Damming & UL90 Uplift SSRMStanding Seam RoofUL~90 Certification This is to certify that the VP Buildings STANDING SEAM ROOF SYSTEM, when
installed in accordance with VP Buildings Standard Erection Details (SEDs) and Erection drawings, will meet Underwriters Laboratories UL Class 90 Uplift Rating. The SSR Roof system has
been tested and is listed under Underwriters Laboratories Construction No. 113. VP BUILDINGS Inc. 3200 Players Club Circle, Memphis TN 38125-8843 By:: ___ _ File: Marathon Compressor
BuidJing Version: 7.1e
Parcel Detail Garfield County Assessor IT reasurer Parcel Detail Information AssessgrLJ reas_~r~IJlrPR.~rty-Sea[Gh I Asiill.SiiQLSwhset UYesy I Ms~m:jJrjilles~lllir~h cterLS~~eGflfJiel'Re~8Jltlgn.
Se.ilrch ParcllLOetail I ValueOetgi[ I Sale~Det§il I Resld!1otl[3JlCml1me~lallmprQ'LemeD1D_etaii LaruLO.e.tilll I pfwJggr_ilPhs I MWJevy Rm!l!LesO!1tai! Tax Area " Account Number II
Parcel Number II 200B Mill levy 02S II R2S0I48 II 213532100008 II 38.841 Dwner Name and Mailing Address IBERRY PETROLEUM COMPANY H IMARATHON OIL COMPANY 11888 BROADWAY STE 3700 10ENVER,
CO 80202 Assessor's Parcel Description (Not to be used as a legal description) ISECT.TWN,RNG:32MS OESC: SEC 28 ISII2SW, SI/2SE. SEC 32 NII2NE. ISWNE, NW, OESC: NII2SW, SESW, SE. ISEC
33 SW BK:0256 PG:0504 IRECPT:7S2S88 RECPT:75185S /RECPT:751853 RECPT:747880 IRECPT:743388 RECPT:743336 /RECPT:743335 RECPT:741635 IRECPT:740786 RECPT:738784 IRECPT:738783 BK:1863 PG:0887
IRECPT:711208 BK:18S3 PG:0884 IRECPT:711207 BK:1863 PG:0881 IRECPT:71120S BK:1853 PG:367 I I I I I I I I I ,I I ,I I http://www.garcoact.com/assessor 1 parcel.asp ?ParceINumber= 2135321
0 00 0 8 Pagelof3 6/812008
Parcel Detail Page 2 of 3 jRECPT:70S024 BK:OS48 PG:0588 jBK:OS46 PG:05S0 BK:0882 PG:0311 location 1 Physical Address: I!TWN 5 RGE 88 SEC 28.32.-I 1 Subdivision: 1 1 Land Acres: 11880
I 1 land Sq Ft: 110 I I Section II Township " Range I I 32 II 5 II S8 I 2DD8 Property Tax Valuation Information I II Actual Value II Assessed Value I I land: \I 15.28011 4.4301 I Improvements:
" Oil 01 I Total:11 15.28011 4.4301 Most Recent Sale Sale Date: 111211712007 Sale Price: 111.215.000 Basic Building Characteristics Number of Residential Buildings: 110 Number of Comm/lnd
Buildings: 110 No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I 1 2008 1/Tax Payment: first Half II ($82.58)1 I 2008 II T ax Amount II $185.121 I
II II I http://www.garcoact.com/assessor I parcel.asp?ParceINumber= 21353210 0 0 0 8 8/812008
Parcel Detail I I I I I I I I I I I I I I I I 2007 II Tax Payment: Second Half II ($77.04)1 2007 II Tax Payment: First Half II ($no4)1 2007 II T ax Amount II $154.081 2006 II Tax Payment:
Second Half II ($32.10)1 2006 II Tax Payment: First Half II ($32.10)1 2006 II Tax Amount II $64.201 2005 II Tax Payment: Whole II ($64.32)1 2005 II Tax Amount II $64.321 2004 II T ax
Payment: Whole II ($72.86)1 2004 II Tax Amount II $72.861 2003 II Tax Payment: Whole II ($78·12)1 2003 II Tax Amount II $78.121 2002 II Tax Payment: Whole II ($74.80)1 2002 II Tax Amount
II $74.801 2001 II Tax Payment: Whole II ($79.80)1 2001 II Tax Amount II $79.801 2000 II Tax Payment: Whole II ($96.28)1 2000 II Tax Amount II $96.281 1999 II Tax Payment: Whole II ($74.04)1
1999 II Tax Amount II $74.041 Top_ofJljljjB fu;~B ~,&orD a \!llta~BSeiJ.rghJlR1ioD~ lIre a SUrer 0 ~!al!il~jl~,BjlL[;ho pti on~ Ciarl.H Re[;onierOillll,ba§BJearch Op[iom Garfield County
Horne Page Page 3 of 3 /The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However. Good Turns Software and the Garfield County
Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright 1!l2005 -2008 Good Turns Software. All Rights Reserved. Database lJ Web Design
by !loJljJurn~Softw!l.m. http://www.garcoact.com/assessor I parcel.asp ?Parcel Number= 213 53210 00 0 9 6/8/2009