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HomeMy WebLinkAboutApplication- PermitProject Address Garfield County Building& Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 PARACHUTE, CO Parcel No. Permit NO. BLCO-8-11-2150 Permit Type: Commercial Building Work Classification: New Permit Status: Active Issue Date: 8118/2011 Expires: 02/1412012 Subdivision 191727400012 Section Township Range Owner Information Address EnCana Oil and Gas 370 17th ST 720-876-3513 Denver CO 80202 Phone CeII 1 Contractor(s) Phone Primary Contractor Industrial Mechanical Inc. (505)325-5005 Yes Proposed Construction 1 Details Meter Run Building FEES DUE Fee Amount Commercial Building' Fee $97.25 Manufacture Fee $400.00 Plan Check Fee $63.21 Total: $560.46 Valuation: Total Sq Feet: $ 3,456.00 112 iffeallietemeSeArala FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLCO-8-11-21321 $ 560.46 Cash Check # 30660 $50.00 $510.46 $ 0.00 Required Inspections: For Inspections call : 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Wednesday, August 17, 2011 2 1 Parcel No: (this information is available at the assessors office 970-945-9134) 1917-274-00-012 Lot No: Block No: Subd./ Exemption: 2 Job Address: (if an address has not been assigned, please provide CR, HWPY' or Street Name & City) or and legal description SW 1/4 Section 34, T4S, R96W, 6th P.M. 3 Owner: (property owner) Enema Oil & Gas (USA) Inc. Mailing Address: 370 17th St # 1700 Denver. CO 80202-5632 Ph: (303) 623-2300 Alt Ph: 4 Contractor: Industrial Mechanical Inc Mailing Address: 3030 LA Plata HighwayParmington, NM 87401 Ph: 505.325-5005 Alt Ph: 5 Manufactured home installer: Industrial Mechanical Inc Mailing Address: 3030 LA Plata HighwayFarmingion, NM 87401 Ph: 505.325.5005 Lic #: 6 Architect: Roger Barringer / J -W Measurement Mailing Address: 222 North Cole Crk. Rd Casper, WY 82636 Ph: Attn: Randy Werner 307-258-2721 Alt Ph: 7 Engineer: Roger Barringer / J -W Measurement Mailing. Address: 222 North Cole Crk. Rd Casper, WY 82636 Ph: Atm: Randy Werner 307-258-2721 Alt Ph: 8 Sq. Ft. of Building: 112 Sq. Ft. or Acres of Lot: 15,800 33 Height: 8, No. of Floors: 1 9 Use of Building: Class of Work: ❑ResidentialCommercial ❑Other t ]New)]Alteration _ ❑Addition ❑Repair ❑Demo ❑Move ] 0 Describe Work: Installation of pre -fabricated steel oil and gas measurement building with 8' tall security fence enclosure. Meter wilding 11 Garage: N/A C Septic: N/A C Type of Heat: ❑Nat. Gas ❑Propane l�)Electric _ ❑Other 12 Driveway Permit:Nt/A - Located entirely within other facility Owners valuation of Work: S22,400 NOTICE Authurits. This application for a Building Permit 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 Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Oilier Permits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the properly identified above, e.g. State or County Highways Road Access or a State Wastewater Discharge Permit. Void Permit, A Building Permit 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 atter commencement. CERTIFICATION i hereby certify that 1 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 Iaw regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s)). 1 acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and faclity(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 enter the property, described above, to inspect the work. 1 further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable Iaw. 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, 1 acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: L -0 .,f 6'-2— 2,0iJ 01 ' R5 SIGNATURE DATE S.i`at ti STAFF USE ONLY Special Conditions: v Adjusted Valuation: 5, 1/3-4, . Plan Check Fee: 65. z/ Permit Fee: q 7, zS" Manu home Fee: 4'00. '- Misc Fees: Total Fees: S60.l6 Fees Paid: a) Balance Due: 70•y6 BP No & Issue Date: ISDS No & Issued Date: -,d,tto Setbacks: fDeiA 4And or j /o% / OCC Group: � i^ / Const Type: 13 Zoning: �'�' C_ . rG R/7/, D . s 7/7 // APPROVAL r DATE APP OVAL DATE (o .v T A c T 5r/.t4 rva- ao s COY. q?O- qes- e2, -/6 u z z 108 814 Street, Suite 401, Glenwood Springs, CO 81601 Ph:970-945-8212 !%x:970-384-3440 Inspection Line: 888-868-5306 www. garfi eld-cou11Lv.cont BUILDING PERMIT APPLICATION Building Plan Review Description of Work: Meter Run Building Bin #: Location Address: PARACHUTE, CO General Information Contacts r Case Manager: David Bartholomew Plan Case Number: BLDG -8-I 1-6957 Parcel: 191727400012 Application Date: 08/08/2011 Owner: EnCana Oil and Gas Applicant: EnCana Oil and Gas Applicant Phone: 720-876-3513 Email: bob.weaver@encana Building Engineered Foundation / Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes Soils Report rupq Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height Toning Sign -off Road Impact Fees HOA/DRC Approval GradefTopography 40% Planning Issues Subdivision Plat General Comments: V91 f '6C r 1/ t 2z5 ge. Kebt/ r? 3. z-% //11/ma/.,Qc 1e= 5/,.9'6 shoo! cr4vvispAc' CONDITIONS OF PERMIT BLCO-8-11-2150 EnCana Story Gulch Meter Run Building Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS INSTALLATION 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) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION. 5) CDOH INSIGNIA MUST BE VERIFIED PRIOR TO FINAL/COMPLETION INSPECTION. 6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 7) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 8) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 9) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR FINAL/COMPLETION APPROVAL. �i/e Copy GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www. g a rfield-co u n tv.co m 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. 49,4) Sign Lire of Owner Ci c); ( a., (65,4) .Iwc, Y-2 - 2O// Date 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 Garfield County Building Requirements Codes: 2009 IRC, IBC, IFGC, IMC, IPC, 2009 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40 PSF up to 7000 ft. elevation 50 PSF 7001-8000 ft. elevation 75 PSF 8001-9000 ft. elevation 100 PSF 9001-10000 ft. elevation Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight. Wind Speed: 90 mph Decay probability: None Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36 inches to 8000ft elevation. 42 inches 8001ft elevation and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft elevation. Air Freezing Index: 2500° F -days to 7000ft.; over 7000ft. to be determined by Building Official Ice Shield under-layment required. Mean Annual Temp: Variable Insulation: Windows/doors U=.35; Skylights U=.6; TBL 402.1.1, 2009 IECC. Minimum R -Values: • Ceilings/roofs R values are R-38 stick built structures. R38 log construction and steel rafter construction • Walls R values are R-20 wood frame. See Table 402.2.5 2009 IECC for steel framing • Floors R -values are R-30 or enough to fill cavity • Basement wall R -values are R-10113 • Slab perimeter R -values and depth is R-10/24 in. • Crawl space wall R -value are R-10/13 Floors over vented crawlsoaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Basement walls must be insulated to frost depth. Common garage to house walls and ceiling -floors must have minimum R-20 insulation. Take precautions to protect plumbing in these areas. • 1Y"1r,Nlrihri4llh4 h1'IL11 i larCliiie[flii1.1101 11111 Reception#: 7B9620 06116/2009 11:37:13 AM Jean Alberico 1 of 7 Roc Fee:$0.00 Doc Fee:0.00 GARFIELD 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 16th day of March, 2009, there were present: John Martin Mike Samson Tresi Houpt Deborah Quinn Jean Alberico Ed Green (absent) , Commissioner Chairman , Commissioner , Commissioner , Assistant County Attorney , Clerk of the Board , County Manager when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 2009- 42 A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT FOR THE INSTALLATION / OPERATION OF THE ENCANA OIL & GAS USA, INC. STORY GULCH NATURAL GAS COMPRESSOR STATION LOCATED ON 7.2 ACRES OF AN APPROXIMATE 45,000 -ACRE TRACT LOCATED IN THE SWSE, SESW, SEC 34, T4S; & NENW,NWNE, SEC 3, T5S in R96W of the 6th P.M. IN GARFIELD COUNTY, PARCEL ##1917-274-00-012 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 2nd 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 16th day of March, 2009, upon the question of whether the above-described Special Use Permit should be granted or denied, at which hearing the public and interested persons were given the opportunity to express their opinions regarding the special use permit. 111 11hii1111/2PA'.IIfiIA/.14GW1Oh'rillali,4Ni+111III Receptionq; 769620 06/16/2009 11:37:13 Aft Jean Albericc 2 of 7 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO E. The Board of County Commissioners closed the public hearing on March 16th, 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 Commissioners 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 Story Gulch Natural Gas Compressor Station proposed by EnCana Oil & Gas USA, Inc., shall require that the following conditions be satisfied: 1. 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 Commission (COGCC) and the International Fire Code as the Code pertains to the operation of this facility. Applicant will supply Garfield County with a site-specific emergency response plan prior to the issuance of the SUP. 1111 WI P:1111FZ1lC IWt IRKINPII 414 11 Il l Roc€pt I onil : 769620 06/16/2009 11:37:13 Al Jean Rlberico 3 of 7 Reo Fee:$0,00 Doc Fee:0.00 GARFIELD COUNTY CO 4. Volume of sound generated shall comply with the standards set forth in the Colorado Revised Statutes. 5. Vibration generated: the Compressor Station 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. 6. Emissions of smoke and particulate matter: the Compressor Station shall be so operated so as to comply with all Federal, State and County air quality laws, regulations and standards. 7. Emission of heat, glare, radiation and fumes: the Compressor Station 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. 8. All equipment and structures on the site shall be painted with a neutral shade of tan or Beetle Green non -reflective paint to reduce glare and make the site more inconspicuous. 9. No storage of heavy equipment is proposed or permitted on this site. 10. Any lighting of the site 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. The Story Gulch Compressor Station shall meet state requirements for permitting as to storm water management, and an erosion plan specific to this site shall be appended to Volume 1: Master Stormwater Management Plan Piceance Creek/Eureka/Story Gulch Unit COR -039167 (5/2008) that is used for projects in this area. 13. Conditions set forth by Garfield County Vegetation Management Dept. Director Steve Anthony in comments dated 2/4/2009 shall be met: a. A re -vegetation bond of $4000 per acre shall be submitted for the 7.2 -acre site disturbance. If the use as a compressor plant is ended, reclamation shall be initiated within 60 days and meet the requirements set forth in the reclamation plan in place on the date the Special Use Permit issued, or the site reclamation standards in place at the time of use cessation, whichever is more stringent. The Ell WI11J111FiikF44 Iiiiigrivilirerig 11111 Recept I omit : 769620 0611612009 11:37:13 AM Jean Alberico 4 of 7 Rea Fee:$O.00 Doc Fee:0.00 GARFIELD COUNTY CO 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). b. The security shall be held by Garfield County until vegetation has been successfully re-established according to the Reclamation Standards in the Garfield County Weed Management Plan. It is the responsibility of the Applicant to contact the County, upon successful revegetation establishment, to request an inspection for security release consideration. c. The Applicant shall provide the Vegetation Management Department with the original tags from each seed bag. d. Any straw or hay bales used in erosion control shall be certified `weed free'. 14. Wildlife safety shall be addressed with the following conditions: a. A plan to accommodate safe interaction between birds of prey and power line facilities and structures shall be completed and submitted to the Planning Department prior to the issuance of the Special Use Permit. If the line is installed after January 1, 2011, this plan shall be updated and submitted to the Planning Department 30 days prior to construction of the power line. b. Bear -proof waste receptacles shall be used on-site. c. Fencing around the substation shall meet `wildlife friendly' fencing standards of the Colorado DOW. d. Drainage from the site, roads or access roads for the power line shall not cause damage to streams used as Colorado Cutthroat Trout habitat. 15. Conditions set forth by Rio Blanco Planning Department to provide safer road use in Rio Blanco and Garfield County shall be required of all personnel working in conjunction with this project: a. All employees and subcontractors working on this site shall be required to attend a safety orientation provided by the Applicant and sign a work condition agreement provided by the Applicant that includes information on violations that are cause for dismissal from job and/or site access, which include, but are not limited to: • No Valid Operator's License CRS 42-2-101; • Driving Under Restraint CRS 42-2-138 (1)(a); • Reckless Driving CRS 42-4-1401; • Speeding 20+ MPH Over the Limit CRS 42-4-1101; • Illegal or Improper Passing CRS 42-4-1002 — 1005; 11111 11Z .141W Iola 11111 Recwption#1: 769629 06716/2009 1 1.37:13 Al Jean A16erico 5 of 7 Rec Fee $0.00 Ooe Fee O.00 GARFIELO COUNTY CO • Driving While Ability Irnpaired or Driving Under the Influence CRS 42-4-1301. b. Individual vehicles may be used only if they contain specialized equipment, or if workers are required and authorized to drive an individual vehicle to the site for logistical and/or short term business purposes. c. Transportation to the site in multi -passenger vehicles (carpools) shall be encouraged. d. The Applicant shall submit a plan to implement items 13. a., b., and c. prior to the issuance of the Special Use Permit. 16. Requirements set forth in Garfield County Road and Bridge Department (Exhibit G) shall be required, those being: All vehicles hauling equipment and material for this project using Cr. 215 shall abide by Garfield County's oversize/overweight system. Any vehicle requiring oversize/overweight permits shall apply for them at Garfield County Road & Bridge Department. Garfield County Road & Bridge Department shall have on file a letter or e-mail from Encana Oil & Gas USA Inc. stating that these vehicles can apply for oversize/overweight permits under Encana's bond on file with Garfield County. 17. A cost estimate for returning the site to its pre -construction condition shall be provided the Project Engineer, and a security for that amount shall be required prior to the issuance of the Special Use Permit. 18. Under this Special Use Permit, two CAT 3616 natural gas -driven compressor engines, two air coolers, a single glycol contactor, four 1,200 bbl (201,600 gallons total) storage tanks, one vapor recovery unit, one 3-phase separator, one slug catcher, one glycol regenerator unit, one blowdown stack, two pig launchers/receivers, the control building, cistern and leach field on the completed site, constructed during a period to last no longer than seven months in 2010 shall be permitted, with future construction to be managed as follows: a. The Applicant shall provide the Garfield County Planning Department Project Engineer properly scaled and engineered drawings wet - stamped by a professional engineer that details to the satisfaction of the Project Engineer the site, construction details and drainage to properly assess its build in 2010. b. Proper grading permits for the 2010 site construction shall be obtained prior to the issuance of the Special Use Permit. c. Proper building permits for the structures of the site for 2010 shall be obtained prior to the issuance of the Special Use Permit. 1111 11hi144.11Aki,l4l lanitIOVVIII4i11,111411111 Reception&: 769620 06116/2009 11.37:13 AM Jean Rlberico 6 o1 7 Rec Fee ,$0.00 Doc Fea.0.00 GRRFIELD COUNTY CO d. Prior to the issuance of the Special Use Permit, the Applicant shall provide the Garfield County Planning Department Project Engineer or Planner a detailed phase plan identifying the time frame for each year's four-month construction period, the equipment to be installed, manpower needs, etc. e. The Applicant shall provide the Garfield County Planning Department Project Engineer properly scaled and engineered drawings wet - stamped by a professional engineer that details to the satisfaction of the Project Engineer the site, construction details for spill containment basins of adequate size to accommodate the capacity plus 10% of the four 1,200 bbl (201,600 gallons total) storage tanks. The containment basins shall be installed prior to the tanks becoming operational. f. Prior to the issuance of the Special Use Permit, the Applicant shall provide the Garfield County Planning Department a plan statement that explains the management and transport for the materials contained in the four 1,200 bbl (201,600 gallons total) storage tanks. All of the natural gas -driven compressor units shall be converted to electric -driven engines when adequate electrical capacity is available to the site. g. h. After 2010 and prior to construction, the Applicant will provide the Planning Department Project Engineer a plan statement detailing that period's construction. Proper grading and building permits shall be secured prior to initiating construction or site preparation for projects to be built each year. 19. To the extent that plans change, the Applicant can apply for an amendment to this SUP to satisfy conditions identified in the Major Impact Review Amendment process of the Untfted Land Use Resolution of 2008, as amended. Dated this 15 day of , A.D. 2009. ATTEST: vr GARFIELD COUNTY BOARD Or COMM LONERS, GA ' ELD OUNTY, C lerk of the Board VIII I 'iiinimIVIRION IeIiEVICIA1111411 III Reception#: 769620 06!1672009 11:37-13 AM Jean Alberich 7 of 7 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO Upon motion duly made and seconded the foregoing Resolution was adopted by the following vote: John Martin , Aye Mike Samson , Aye Tresi Houpt , Aye STATE OF COLORADO ) )ss County of Garfield ) 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 County, at Glenwood Springs, this day of , A.D. 2009 County Clerk and ex -officio Clerk of the Board of County Commissioners gra Department of Regulatory Agencies Division of Registrations State Electrical Board INSPECTION REPORT / CORRECTION NOTICE sr Date Rec. j //t ! / L PERMIT # �� l ( / ontrac9r / Homeowner: Address: )70/.7 TYPE OF INSPECTION: Partial Rough in Underground ~Final ACTION: Accepted l Rejected RE -INSPECTION FEE Remarks 7 - Comments or Corrections• Inspector's Name: Phone # ,f ' d 3 1 Date: / .. i ;f r , . 71/ -27f -276;o Card Garfield Cc unty Building and Planning Department 108 6th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. B L C O -8 -11-215 0 Permit Type: Commercial Building Work Classification: New issue Date: 8/18/2011 Expires: 02/14/2012 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Commercial Building 411. Parcel #:191727400012 Owner's Name: EnCana Oil and Gas Job Address: PARACHUTE, CO Owner's Phone: 720-876-3513 Total Square Feet: 112 Contractors) Phone Primary Contractor 1 Industrial Mechanical Inc. (505)325-5005 Yes Work Description: Inspection Scheduling Code Inspection 11112 Comments Pass Date FIRE DISTRICT INSPECTIONS (PLEASE CALL FIRE DISTRICT) Footers 105 „. , Foundation Walls 110 Framing 115 120 ___.... __�� ... Drywall ___ Final 126 / (VC_ �J .7.K2.-R,.8p//� Mlsc 135 Insulation 160 Grout 175 Mechanical 405 UG Plumbing 605 Rough Plumbing 610 Gas 620 ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 Account Page 1 of 2 Account: R260385 Location Parcel Number 1917-274-00-012 Situs Address City Parachute ZipCode 81635 Tax Area 026 - 16-BHFZDF - 026 Legal Summary Section: 19 Township: 4 Range: 95 SEC 19, LOTS 1 (40.14 AC), 2 (40.21 AC), 3, (40.29 AC), 4 (40.36 AC), E1/2W1/2, E1/2. Section: 20 Township: 4 Range: 95 LOTS 1 (40.51 AC), 2(40.42 AC), 3(40.44 AC) 4(40.53 AC), W1/2, SEI/4 Section: 21 Township: 4 Range: 95 NEI/4,NENW, W I /2S W, N 1 /2SE, SESE Section: 22 Township: 4 Range: 95 E2 Section: 23 Township: 4 Range: 95 E2, W2W2, NENW Section: 24 Township: 4 Range: 95 ALL Section: 25 Township: 4 Range: 95 ALL Section: 26 Township: 4 Range: 95 ALL Section: 27 Township; 4 Range: 95 ALL Section: 28 Township: 4 Range: 95 LOTS 1 (40.44AC), 2(40.37AC), 3(40.35AC), NENE, S2NE, S2 Section: 29 Township: 4 Range: 95 ALL Section: 30 Township: 4 Range: 95 LOTS 1 (40.33AC), 2(40.21AC), 3(40.07AC) 4 (39.94AC), E2W2, E2 Section: 31 Township: 4 Range: 95 LOTS 3 (40.IOAC), 4(39.82AC), 5(39.42AC), 6 (39.14AC), E2W2, E2 Section: 32 Township: 4 Range: 95 ALL Section: 33 Township: 4 Range: 95 ALL Section: 34 Township: 4 Range: 95 N2, SE Section: 35 Township: 4 Range: 95 ALL Section: 36 Township: 4 Range: 95 ALL Section: 4 Township: 5 Range: 95 LOTS 1(56,67AC), 4(56.71AC), 6 (20.OAC), 8(20.0AC), S2N2 Section: 22 Township: 4 Range: 96 LOTS 1 (40.44AC), 2(40.34AC),3(42.09AC),4 (41.59AC), 5(40,87AC), 6(40.37AC), NW, S2S2 Section: 23 Township: 4 Range: 96 LOTS I(40.40AC), 2 (40.37AC),3(43.07AC),4(42.81AC), 5 (42.78AC), 6(42.52AC), NE, S2S2 Section: 24 Township: 4 Range: 96 LOTS 1(40.49AC), 2(40.66AC), 3 (40.83AC), 4(41.00AC), S2N2, S2 Section: 25 Township: 4 Range: 96 ALL Section: 26 Township: 4 Range: 96 ALL Section: 27 Township: 4 Range: 96 ALL Section: 28 Township: 4 Range: 96 E2 Section: 33 Township: 4 Range: 96 E2E2, SWNE, W2SE Section: 34 Township: 4 Range: 96 LOTS l (42.70AC), 2(42.57AC), 3 (42.45AC), 4(42.32AC), N2, N2S2 Section: 35 Township: 4 Range: 96 LOTS 1(42.19AC), 2(42.06AC), 3 (41.92AC), 4(41.79AC), N2, N2S2 Owner Information Owner Name ENCANA OIL & GAS (USA) INC In Care Of Name K E ANDREWS & COMPANY Owner Address 3615 S HURON STREET, SUITE 200 ENGLEWOOD, CO 80110 Assessment History Actual (2011) Primary Taxable Tax Area: 026 $314,130 $91,090 Mill Levy: 39.2830 Type Actual Assessed Acres SQFT Units Land $314,130 $91,090 15800.330 0.000 0,000 https://act.garf"ield-county,com/assessor/taxweb/account.j sp?accountNum=8:260385 8/8/2011 Account Page 2 of 2 Section: 36 Township: 4 Range: 96 LOTS 1(40.85AC), 2(41.10AC),3 (41.34AC),4(41.60AC), 5(40.12AC), 6 (40.12AC), S2N2, N2SW EXCEPT A TR OF LAND CONT 675. AC+/- AS DESC IN BK 1253 PG 941 DESC AS FOLLOWS 4-95 SEC. 35 S2. SEC. 36 S2SENE, SESWNE, S2SWSWNE, S2. ALSO A TR OF LAND CONT 673.38 AC+/- AS DESC IN BK 1259 PG 387 US PATENT 05-2001-0010 DESC AS FOLLOWS, 4-95 SEC.22 W2, SEC. 23 SENW, E2SW, SEC. 34 SW. 5-95 SEC.4 LOTS 5 & 7. Transfers Sale Price Tax History Tax Year Taxes 2011 $3,578.28 2010 $3,442.76 * Estimated Sale Date Doc Type 12/20/2011 701 12/20/2010 701 02/23/2010 330 06/15/2009 RES Images • GIS EJ Book Page https://act.garfield-county.com/assessor/taxweb/account. j sp?accountNum=82603 85 8/8/2011 Story Gulch Meter Site Access Directions to Story Gulch Meter Site: 1. I-70 to Parachute Exit. 2. North on Garfield County Rd. 215 to end of pavement / Encana Gard shack. 3. Request access to Story Gulch meter site for inspection of Enteprise Gas Proccessing meter site. 4. Travel 12.7 miles (green line in photo) to meter site. This will include: A. Stopping at Exxon Mobil Guard Shack for access approval. B. Follow road to top of hill, then trun left (West). C. Following inustry road to Story Gulch meter site at intersection of CR 401 & CR 402. Return Directions. 1. Reverse of above steps, check in at guard shacks as directed. RIFFIN & ASSOCIATES, INC. (307)302,502B 1414 ELK ST., ROCK SPRINGS, WY82901 DRAWN: 8/16/11- DEH SCALE: 1"= 2000' REVISED: N/A DRG JOB No. 18588 VICINITY MAP PROPOSED STORY GULCH METER SITE SITUATE IN THE N 1/2 OF SECTION 3, T5S, R96W, 6TH P.M. GARFIELD COUNTY, COLORADO PREPARED FOR. ENTERPRISE PRODUCTS VICINITY MAP EXISTING ROUTE TO SITE EXISTING ROAD Garfield County; Colorado Parcel Information Map 7W R99 W 4 • hariaf Lanais Print Help Counts Home GIS Home Cant3CJ GIS Search Area Parcel A7dreSs R95 W /2f.-- �,"^'^fP FQ�!" = 21 12 v9`7 26__ 22 , 403 - 1 :1!: }9131915 27 ISI 1' 2? <^E 27Y9' a~ .917 38 L 27 i 3500' !I J'r 'IIMI % _..4z i I 4\pprOXimatC 31 ! 3d to 13oundary mze7__� A..4.d.,j4IIarcel I, 4 2 IIN PfOieCt lOCatiori: jSWI/4 Section 34, T4S, R96W 1ry4 if / s !s.___44 --- Landowner: Encana Oil & Gas (USA) Inc. si is lmzT 9 f • ,a,' � Parcel 1917-274-00.012 � ltill'i I I _ ^ 4v 7 95 15 ,S t4' i37r (- 2 45 35 79 1 98 I' r 9T _ ---4133 ' --�48 45 9 20 1 27" 22.-��� 23 24 22 24 99 26 21 23 - 24 �2$ 27 - 20 25 79 28 27 26 ,-' 25 _-J' " 25 - r ---, " J.L,34___./.___,3`.5,,_.�_-r 36 22 '34 39 34" � .32 1. ..• CONDITIONS OF PERMIT B LCO-8-11-2150 EnCana Story Gulch Meter Run Building Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS INSTALLATION 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) EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION. 5) CDOH INSIGNIA MUST BE VERIFIED PRIOR TO FINAL/COMPLETION INSPECTION. 6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION. 7) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. 8) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 9) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR FINAL/COMPLETION APPROVAL. APPROVED SUBJECT TO NOTED EXCEPTIONS & IINSPECTIONS GARFIELD COUNTY BUILD G DEPART�,FL • T Dote 8'/7 / By 1 ��� LD COPY No INSPECTION WITHOUT THESE PLANS ON SITE p.ge of st.t Sj BLCB-8-11 2150 Meter Run Bldg Parachute STATE OF COLORADO FACTORY BUILT NON RESIDENTIAL APPLICATION Poo dimwit appllutlomNoteubloaltoMum Juns2001 Name of Lieu! actor JW Measurement mrdPIOildmn: Plsml.nHata 222 North Cole Creek Road, Casper, WY 02636 4255 Plant Melling Address: 222 North Cole Creek Road, Evansville, WY 82636 Comrot Pa momarcua Wins: Randy Werner PlentTelephona: FUND: 307.234.9761 307.234.9011 Telaphonallo 307.258.2721 Third hitt' InapitilmApcy: Radco Inc. UNpAdo; 3220 East 59th Street, Long Beach, CA 90805 Talephanallo; 562.272.7231 Fu No: 562.5291513 X 1006I•CodeCompliant Roof snow load 15 PSF Floor 0esignLoad 100 PSF X 2008 NEC Compliant Wind Design Speed 90 MPH Occupancy Group 6 - Re Rating: Eaturlorwalla N/A Calling NIA Fee Schedule Total footage Amount Model NamelNo, Alma ReguealionFoe (in uMbeamong bi*undoing QA Manual, minimum 2rples•maxanum3copies) $OOO.00Iper factoryldccOr C110462 Davis & Davis Foe galcuimfor Plan Approvals. Iauleing Squaro Ionians)x liectorIndicated blow): Manuladurod ponlon only ;'�'s `,') ^"? Rt'ii''is w J l0.i 1 e /f , (1,e L jl / r Plan Approval Poi. $a261aq.ft. Oohed Door Rea) 60.1014. R IUnMlshad Ilex areal I.e. garage, unfinished loll midmum2copOsmaatman3copies 112 MhIllum FeOtor Plan Approves. $90.00 6160.00 Additional Plan Sot. $0.1010 Minimum Fearer Additional Plan Sat- 150.0 Plan Approval Number PionReavlelom ;0,1Nge a,IBpeaerev ad) FedEs or UPS Yo. (If overnight shipping of approved pians requested) km Fee tor Plan Revision. MOS TOTAL AMOUNT SUBMITTED: $160.00 EXPIRES: /7I ii)())) MANUFACTURER CERTIFIESNatCrayapprovedequipmaolantlmal¢dalsxillbeusetlandfheinslallallansahaBhamadeinacaNancewtappmvodplans and epplicAnlocodas and provaknsol Ne Colorado Division of Housing. Manufacturer agrees lo lo-pbnl hspeca0.n oIMlb manufactured under lheoboveplan apprmmL Application shall be made lard hsdnaaMxed loath faalary hill non iesldenVBlunllNal is sailed to Cdomdoslaptles and AOIs mandagmedoris lobs sold, odaredforsda, m occupied In Ole SouOIColorado. DIV. OF HOUSING,1313 SHERMAN STREET, RM 321, DENVER, CO. 80233 (303) 866416 Fax 866.3072 JW Manufacturing, JWM000021 1 OF 4 93x168 IBC 75190 412312011 12:35 PM STRUCTURAL CALCULATIONS Manufacturer JW Manufacturing Company Project No. JWM000021,01 SIdg description 93"x168" Equipment Bldg Dale 412312011 Bldg owner Davis & Davis Snow Load 75 psf Galloway Wind Speed/exposure 90 mph IC 5300 DTC Pkwy, Suite 100 Greenwood Village, CO 80111 TABLE OF CONTENTS page item 1 PREFACE TO CALCULATIONS 1 BUILDING CODE 1 GRAVITY LOAD SUMMARY 1 WIND LOAD SUMMARY (IBC: section 1609) 2 SEISMIC LOAD SUMMARY (IBC section 1613) 2 STEEL ROOF DECK 2 WALL PANELS 3 LATERAL ANALYSIS 4 ANCHORAGE TO BASEPLATEIBASEFRAME APPENDIX PREFACE TO CALCULATIONS Building is a steel frame building for housing equipment used for gas transmission. Steel frame is primarily 2x2 Tubing sheathed with steel deck to resist, gravity forces and lateral forces, Foundation design is not pad o his submittal. BUILDING CODE International Building Code (IBC), 2006 edition GRAVITY LOAD SUMMARY Roof Dead load 10 psi Floor Dead Load 10 psi Roof Snow Load 75 psf Floor Live Load 100 psf WIND LOAD SUMMARY (IBC: section 16091 CHECK FOR "SIMPLIFIED WIND LOAD METHOD" DESIGN PROCEDURE PER 1609,6 1.1s building a "simple diaphragm" building? YES 2. Can building be classified as "not flexible" (T<1.0)? YES 3. Does building not exhibit any "unusual response characteristics"? YES 4, Does the building have no expansion joints or separations? YES 5, Does the building have a regular shape and symmetrical cross section? YES Building qualifies for "simplified wind load method" design procedure IIAlllnnrum en's B'iv1CA vlr JW Manufacturing, JWM000021 2 OF 4 93x168 IBC 75190 412312011 12:35 PM wind speed (3 second gust) : 90 mph wind speed (fastest mile) = 75 mph exposure value = C importance value: 1.0 mean roof height; 8.0 8 (top of deck) a: endlcornerzone calculation least horizontal dimension of the building: 14,0 ft eave height 2 8,0 8 a: endlcornerzone dimension: 3.0 ft > components & cladding 2a: endlcorner zone dimension = 6.0 ft > primary system Height zone I 0.15 ftj 15.20 ft 20-25 It 25 ft+j 1.401 ExposurelHeight coeficient Basel 1.211 129 t35 Primary systems Wail; end zone A 12,8 15,5 16,6 17,3 21.7 Wall: interior zone C 8,5 10.3 11,0 11.5 14.4 Roof (fiat): end zone, windward E -15.4 -18.7 •19.9 -20.8 -26.2 Roof (flat): end zone, leeward F -8.8 •10,6 -11.3 •11,8 -14.9 Roof (flat): interior zone, windward G -10.7 •13.0 -13,8 •14.5 -18.2 Roof (flat): interior zone, leeward H •6.8 •8.2 •8.7 •9.2 -11.5 Components and cladding (worst case indicated) > Effective wind area :50 s,f. Wall: end zone (5) -16.5 -19.9 •212 -222 •27.9 Wall: interior zone (4) •14,3 •17,3 •18.4 -19,3 •242 Roof (flat): end zone (2) -18.4 -22.3 -23.8 -24.9 •31.2 Roof (flat): inferior zone (1) -13.7 -16.6 -17.7 -18.5 •23.2 Roof (flat): corner zone (3) •22.1 •26.8 -28.5 •29.9 -37,5 Overhangs; end zone (2) -27.2 -32.9 -35.0 -36.7 •46.0 Overhangs: comer zone (3) -35,3 -42.8 -45.6 -47.7 •59,9 SEISMIC LOAD SUMMARY (IBC section 1613) Comment: By inspection, seismic loading is minor compared to applied wind loads, Lateral wind forces control the design STEEL ROOF DECK WALL PANELS L- 1.92 ft =23 in wou= 10.0 psf W[1 75.0 psf wok _ -18.7 psf wrx,u = 85,0 psf Use "PBR Panel" by 26 ga Metal Sales, wcppLL=125psf >3ftspan, 3span condition. Note that actual condition is a shorter span, 2 span condition, however applied load is significantly less than capacity, so design condition is deemed acceptable. L = 4.00 8 : 48 in wok 15.5 psf Use "PBR Panel" by 26 ga Metal Sales, No u = 73 psf > 4 ft span, 3 span condition. Note that actual condition is a 2 span condition, however applied load is significantly less than capacity, so design condition is deemed acceptable. ,IWM000021-rab•93x168,xis JW Manufacturing, JWM000021 93x168 IBC 75190 LATERAL ANALYSIS COMPUTATION OF LATERAL FORCES INK LT 3 OF 4 412312011 12:35 PM WWL•T 4 longitudinal direction A transverse direction LL k= 7.75 ft BUILDING PLAN LT; 14.00 0 H= 8,00 ft WIND FORCE COMPUTATION Ha= height to top of wall 8.00 ft Ha = unsupported height C 8.00 ft > rear wall Calculate unit load applied at roof diaphragm ww< = 62 plf Resultant forces, LONGITUDINAL direction Diaphragm FWi=wwi,LL 870 Ib Base V, =w L1 870 Ib Resultant forces, TRANSVERSE direction Diaphragm Fwr=wWLLL= 482 Ib Base Vwl = wWrL1= 482 Ib ROOF DIAPHRAGM ROOF DECK FASTENING VDIAPHRAGM = Fx12 = 241 Ib > resultant shear at diaphragm, TRANSVERSE controls length of diaphragm at shear wall = 14,00 0 vwL VWrILL 17 plf > unit shear applied at diaphragm Use "PBR Panel" , 26 ga by Metal Sales Fasten deck using @I2" o.c, at all supports. WcAp = 700 plf for 5 ft spans; Mu0001.rah.arrlsa ads JW Manufacturing, JWM000021 40F 4 93x168 IBC 15190 412312011 12:35 PM SHEAR WALLS Transverse Load Direction; Worst case occurs at RIGHT side VWALL ° 241 Ib Shear wall segments A w (length) = 7.83 ft h (height) = 8.00 8 vva=VWALLIW= 31 pit RHoLD DOWN = %WLH = 246 Ib Use "PBR Panel" 26 ga by Metal Sales Fasten deck using 612 screws @ 12" o,c, at all supports. veto = 700 plf for 5 ft spans. Refer to Appendix for graphical summary of frame analysis including unity checks ANCHORAGE TO BASEPLATE/BASEFRAME Frame•Baseplate weld analysis: Trial fillet weld, 3116 @ 2" per ft PDQ' 0,00 kips (neg indicates uplift) VSL: 0.24 kips Length of tube contact along base, Lr = 14.00 ft FwEEo = 21.00 > E70XX unit length of weld, I= 0.167 int >2inperft fw: unit force at weld VklIwILT= 0.10 kipsfin of weld (WELD = (f„10,18810.707) = 0,78 ksi 3.7% of allowable, OK Weld frame to baseplate with 3118 Inch fillet weld, 2" per ft of length, typical all around, Anchor baseplate to concrete foundation using 112 in diameter wedge anchors, 2.114 in embedment, Provide anchors adjacent to columns. IWMnnfD71-rah-93x1a8 xIs 0. M N r r r q 0 N N 0 W N o a2 Q 0 0 N N ro 0 0 acxaxani a r r 0 0 0 00 2 0 9 05 N r (0 0) 0 'C 0 0 w 3 C 0 7 J J u N N 2 0. N r r a v V. 0 0 X 0 r 0 0 0 0 2 01 c L 0 m 2 O. a 0 0 h 3 0 ri 0 iA J 0. h N r cU r 0 N a 0 (11 0 r tf) 07 0 .> 0 0 05 N N 0 0 0 0 0 0 0 0. 0 N r 4+ @ r r 0 N N 0 ro r X m 0 0 0 @ 0 N 0 0 0 0 0 Y z x Member Code Checks Displayed Results for LC 2, DL+SL Y -direction Reaction units are Ib and Ib -ft 648.7 JW Manufacturing Davis & Davis, 93x168, 75-90 SK -8 Apr 23, 2011 at 12:29 PM JWM000021-93X168 skid.r3d 97 LEFT SIDE VIEW BUILDING NOTES 106] 166 PAN VIEW 1a 0 N) 34 156 72 168 SKID SIZE: 8'-1" WIDE x 48' LONG LOADING HITCH: 6" PIPE FLOOR PLATE: 1/4" DECK PLATE MAIN RUNNERS: 12" x 40# WF BEAM BUILDING SIZE: 8' WIDE x 14' LONG X 9' PEAK INSULATION: 2" FOAM BOARD (R14) DOORS: TWO. 3'x6'-8" STEEL COLOR: CARLSBAD CANYON TAN SIDING/ROOF: 26 ga. PBR PROFILE VENTS: EIGHT, 12" x 12" FIXED LOUVERS DESIGN SPECIFICATIONS: 75 PSF SNOW LOAD & 90 MPH WIND LOAD PROFESSIONAL ENGINEERING STAMP REQUIRED, AND TO FOLLOW RESOLUTION 35, ADDITIONAL NOTES: CODE: IBC 2006 WIND SPEED: 90 MPH EXP. C ROOF SNOW LOAD: 75 PSF SEISMIC: DESIGN CATEGORY C PE STAMP: COLORADO INSTALLED EQUIPMENT METER TUBE: 8" 600# ULTRA SONIC FLOW METER w/ VALVES, ELECTRICAL: CLASS ELECTRICAL 1, DIV 1 TO INCLUDE: ONE, 1.8 kW HEATER W/ THERMOSTAT TWO, INCANDESCENT LIGHTS w/ TWO SWITCHES, AND STUBBED TO THE OUTSIDE OTHER: DOOR: HALF WIRE GLASS WINDOW PNEUMATIC CLOSER, w/ PANIC HARDWARE ROOF/WALL DECK FASTENING: FASTEN AT ALL SUPPORTS USING #12 SCREWS AT 12" 0_C. APPROX WEIGHT: 22040 lbs 576 ELEVATION VIEW 89 62 it% PART #: 390806-0039 JOB QTY. REQ'D. DATE NOTICE: This documentation contains proprietary information and it shall not be used or reproduced or its contents disclosed in whole or in part without the prior written consent of "J—W Manufacturing Company". J--- W MANUFACTURING COMPANY A DIVISION OF J -W OPERATING 0110452 ONE (1) 03/22/11 DRAWN JRW DATE 03/22/11 CHECKED DATE REVISION CUSTOMER DAVIS & DAVIS WORK ORDER # C110462 REW 04/04/1 MOVED OPP VALVE UPSTREAM JRW 03/22/11 SSUED FOR APPROVAL FABRICATION REVISION BY DATE DESCRIPTION TITLE 600# USM MS SHEET 1 OF 6 `�� a r, 1-2---71+ } rn I — l('— -.r,^-_, ® rr . +. I_ITiiiTII1 r-- --b-t 111JJJ"�"�����'' cam• naw 106] 166 PAN VIEW 1a 0 N) 34 156 72 168 SKID SIZE: 8'-1" WIDE x 48' LONG LOADING HITCH: 6" PIPE FLOOR PLATE: 1/4" DECK PLATE MAIN RUNNERS: 12" x 40# WF BEAM BUILDING SIZE: 8' WIDE x 14' LONG X 9' PEAK INSULATION: 2" FOAM BOARD (R14) DOORS: TWO. 3'x6'-8" STEEL COLOR: CARLSBAD CANYON TAN SIDING/ROOF: 26 ga. PBR PROFILE VENTS: EIGHT, 12" x 12" FIXED LOUVERS DESIGN SPECIFICATIONS: 75 PSF SNOW LOAD & 90 MPH WIND LOAD PROFESSIONAL ENGINEERING STAMP REQUIRED, AND TO FOLLOW RESOLUTION 35, ADDITIONAL NOTES: CODE: IBC 2006 WIND SPEED: 90 MPH EXP. C ROOF SNOW LOAD: 75 PSF SEISMIC: DESIGN CATEGORY C PE STAMP: COLORADO INSTALLED EQUIPMENT METER TUBE: 8" 600# ULTRA SONIC FLOW METER w/ VALVES, ELECTRICAL: CLASS ELECTRICAL 1, DIV 1 TO INCLUDE: ONE, 1.8 kW HEATER W/ THERMOSTAT TWO, INCANDESCENT LIGHTS w/ TWO SWITCHES, AND STUBBED TO THE OUTSIDE OTHER: DOOR: HALF WIRE GLASS WINDOW PNEUMATIC CLOSER, w/ PANIC HARDWARE ROOF/WALL DECK FASTENING: FASTEN AT ALL SUPPORTS USING #12 SCREWS AT 12" 0_C. APPROX WEIGHT: 22040 lbs 576 ELEVATION VIEW 89 62 it% PART #: 390806-0039 JOB QTY. REQ'D. DATE NOTICE: This documentation contains proprietary information and it shall not be used or reproduced or its contents disclosed in whole or in part without the prior written consent of "J—W Manufacturing Company". J--- W MANUFACTURING COMPANY A DIVISION OF J -W OPERATING 0110452 ONE (1) 03/22/11 DRAWN JRW DATE 03/22/11 CHECKED DATE REVISION CUSTOMER DAVIS & DAVIS WORK ORDER # C110462 REW 04/04/1 MOVED OPP VALVE UPSTREAM JRW 03/22/11 SSUED FOR APPROVAL FABRICATION REVISION BY DATE DESCRIPTION TITLE 600# USM MS SHEET 1 OF 6 '0 Ch 97 LEFT SIDE 1EW BUILDING NOTES PLAN VIEW RANI Lil +CC 11 - CO 19- uj co 1L 0 d RAT EAR Y 0 M 72 168 SKID SIZE: 8'-1" WIDE x 48' LONG LOADING HITCH: 6" PIPE FLOOR PLATE: 1/4" DECK PLATE MAIN RUNNERS: 12" x 40# WF BEAM BUILDING SIZE: 8' WIDE x 14' LONG X 9' PEAK INSULATION: 2" FOAM BOARD (R14) DOORS: TWO. 3'x6'-8" STEEL COLOR: CARLSBAD CANYON TAN SIDING/ROOF: 26 ga. PBR PROFILE VENTS: EIGHT, 12" x 12" FIXED LOUVERS DESIGN SPECIFICATIONS: 75 PSF SNOW LOAD & 90 MPH WIND LOAD PROFESSIONAL ENGINEERING STAMP REQUIRED, AND TO FOLLOW RESOLUTION 35, ADDITIONAL NOTES: CODE: IBC 2006 WIND SPEED: 90 MPH EXP. C ROOF SNOW LOAD: 75 PSF SEISMIC: DESIGN CATEGORY C PE STAMP: COLORADO INSTALLED EQUIPMENT METER TUBE: 8" 600## ULTRA SONIC FLOW METER w/ VALVES, ELECTRICAL: CLASS ELECTRICAL 1, DIV 1 TO INCLUDE: ONE, 1.8 kW HEATER W/ THERMOSTAT TWO, INCANDESCENT LIGHTS w/ TWO SWITCHES, AND STUBBED TO THE OUTSIDE OTHER: DOOR: HALF WIRE GLASS WINDOW, PNEUMATIC CLOSER, w/ PANIC HARDWARE ROOF/WALL DECK FASTENING: FASTEN AT ALL SUPPORTS USING #12 SCREWS AT 12" 0.C. APPROX WEIGHT: 22040 lbs 576 ELEVATION VIEW 89 51 168 PLAN vied 62 PART #: 390806-0039 NOTICE: This documentation contains proprietary information and it shall not be used or reproduced or its contents disclosed in whole or in part without the prior written consent of "J—W Manufacturing Company". JOB #: QTY. REQ'D. DATE C110462 ONE (1) 03/22/11 J -W MANUFACTURING COMPANY Jw DRAWN JRW DATE 03/22/11 A DIVISION OF J -W OPERATING CHECKED DATE REVISION REW 04/04/11 MOVED OPP VALVE UPSTREAM CUSTOMER DAVIS & DAVIS WORK ORDER # C110462 JRW 03/22/11 ISSUED FOR APPROVAL/FABRICATION REVISION BY DATE DESCRIPTION TITLE 8" 600# USM MS SHEET 1 OF 6 h Of n ren r'r a d • __ -•_. —� Cr•Ilj -'f .J _ _-� J 'Je- �•---�� r• 0 Bili♦♦♦♦=lliii l.r •I 0 �. Y . . . . .. i 168 .. en d i 106f PLAN VIEW RANI Lil +CC 11 - CO 19- uj co 1L 0 d RAT EAR Y 0 M 72 168 SKID SIZE: 8'-1" WIDE x 48' LONG LOADING HITCH: 6" PIPE FLOOR PLATE: 1/4" DECK PLATE MAIN RUNNERS: 12" x 40# WF BEAM BUILDING SIZE: 8' WIDE x 14' LONG X 9' PEAK INSULATION: 2" FOAM BOARD (R14) DOORS: TWO. 3'x6'-8" STEEL COLOR: CARLSBAD CANYON TAN SIDING/ROOF: 26 ga. PBR PROFILE VENTS: EIGHT, 12" x 12" FIXED LOUVERS DESIGN SPECIFICATIONS: 75 PSF SNOW LOAD & 90 MPH WIND LOAD PROFESSIONAL ENGINEERING STAMP REQUIRED, AND TO FOLLOW RESOLUTION 35, ADDITIONAL NOTES: CODE: IBC 2006 WIND SPEED: 90 MPH EXP. C ROOF SNOW LOAD: 75 PSF SEISMIC: DESIGN CATEGORY C PE STAMP: COLORADO INSTALLED EQUIPMENT METER TUBE: 8" 600## ULTRA SONIC FLOW METER w/ VALVES, ELECTRICAL: CLASS ELECTRICAL 1, DIV 1 TO INCLUDE: ONE, 1.8 kW HEATER W/ THERMOSTAT TWO, INCANDESCENT LIGHTS w/ TWO SWITCHES, AND STUBBED TO THE OUTSIDE OTHER: DOOR: HALF WIRE GLASS WINDOW, PNEUMATIC CLOSER, w/ PANIC HARDWARE ROOF/WALL DECK FASTENING: FASTEN AT ALL SUPPORTS USING #12 SCREWS AT 12" 0.C. APPROX WEIGHT: 22040 lbs 576 ELEVATION VIEW 89 51 168 PLAN vied 62 PART #: 390806-0039 NOTICE: This documentation contains proprietary information and it shall not be used or reproduced or its contents disclosed in whole or in part without the prior written consent of "J—W Manufacturing Company". JOB #: QTY. REQ'D. DATE C110462 ONE (1) 03/22/11 J -W MANUFACTURING COMPANY Jw DRAWN JRW DATE 03/22/11 A DIVISION OF J -W OPERATING CHECKED DATE REVISION REW 04/04/11 MOVED OPP VALVE UPSTREAM CUSTOMER DAVIS & DAVIS WORK ORDER # C110462 JRW 03/22/11 ISSUED FOR APPROVAL/FABRICATION REVISION BY DATE DESCRIPTION TITLE 8" 600# USM MS SHEET 1 OF 6 92$ "'Com - 92E 1 o- 363 168 FRONT VIEW Nco r') 01 39 6 6 o 0 0 Q O 0 0 o sir 17 v 1 0 0 7 )0 • to 0 N rN 452 473 93 LEFT SIDE VIEW 3`' (DN OW) r7 BACK VIEW 46$ 6 )06, 0, • 0 0 O v 1 0 0 )3, • Q 7 © 0 7 36$ k925 39 I G 4 BACK VIEW 46$ 6 )06, 0 0 0 161 0 0 RIGHT SIDE VIEW BILL OF MATERIAL ITM DESCRIPTION LENGTH QTY TOT SQUARE TUBING, 2"x2"x.120 96" 4 4 2 SQUARE TUBING, 2"x2"x.120 164" 2 2 3 SQUARE TUBING, 2"x2"x.120 94 4 4 4 SQUARE TUBING, 2"x2"x.120 44" 10 10 5 SQUARE TUBING, 2"x2"x.120 86-5/8" 6 6 6 SQUARE TUBING, 2"x2"x,120 35" 6 6 7 SQUARE TUBING, 2"x2"x.120 92" 2 2 8 SQUARE TUBING, 2"x2"x.120 89" 5 5 9 SQUARE TUBING, 2"x2"x,120 4" 5 5 10 SQUARE TUBING, 2"x2"x.120 36-3/8" 2 2 11 FIAT BAR, 2"x1/B" (PRE CUT) 80-3/4" 4 4 12 FLAT BAR, 2"x1/8" (PRE CUT) 34-3/8" 2 2 13 RECT. TUBING, 2"x1"x.120 168" 6 6 14 ANGLE, 4"x4"x1/4" CTF 46-7/8" 10 10 15 RECT. TUBING, 3"x2"x.120" 168" 2 2 16 8" RISER TOP 2 2 17 SQUARE TUBING, 2"x2"x.120" 8-7/8" 2 2 18 8" U—BOLTS W/ NUTS 2 2 * ALSO SHOWN ON PAGE 3 STATE O i~ r,();_ '7h+-; DIVISION (I 1 , MAY 262011 APP ROV a« 25690 174.124: Nelic°1 1%10 A\ip0 a 11 PART #: .390806-0039 NOTICE: This documentation contains proprietary information and it shall not be used or reproduced or its contents disclosed in whole or in part without the prior written consent of "J --W Manufacturing Company". J—W MANUFACTURING COMPANY • A DIVISION OF J—W OPERATING DRAWN JRW DATE 03/25/11 CHECKED DATE REVISION CUSTOMER DAVIS & DAVIS WORK ORDER # C110462 TITLE BUILDING CONST. SHEET 2 OF 6 40-3 42 42 42 42 168 42 TRUSS VIEW 42 42 42 168 ROOF VIEW (N (0 BILL OF MATERIAL ITM DESCRIPTION LENGTH QTY TOT 8 SQUARE TUBING, 2"x2"x.120 90" 5 5 9 SQUARE TUBING, 2"x2"x.120 4" 5 5 10 SQUARE TUBING, 2"x2"x.120" CTF 40-1/4" 2 2 11 SQUARE TUBING, 2"x2"x.120" CTF 39-5/16" 2 2 12 13 RECT. TUBING, 2"x1 "x.120 168" 6 6 14 ANGLE, 4"x4"x1/4" CTF 46-7/8" 10 10 15 RECT. TUBING, 3"x2"x.120" 168" 2 2 * ALSO SHOWN ON PAGE 2 S!`TE r`"`�iRv piV4fi4O1 MAS t t 1'01,1 AP' PART #: 390806-0039 NOTICE: This documentation contains proprietary information and it shall not be used or reproduced or its contents disclosed in whole or in part without the prior written consent of "J—W Manufacturing Company J -W MANUFACTURING COMPANY A DIVISION OF J -W OPERATING DRAWN JRW DATE 03/25/11 CHECKED DATE REVISION CUSTOMER DAVIS & DAVIS WORK ORDER # C110462 TITLE BUILDING CONST. SHEET 3 OF 6 • co ilki . 0 M i . ®i t 410 ® 0 0 0 0 0 • 168 ROOF VIEW (N (0 BILL OF MATERIAL ITM DESCRIPTION LENGTH QTY TOT 8 SQUARE TUBING, 2"x2"x.120 90" 5 5 9 SQUARE TUBING, 2"x2"x.120 4" 5 5 10 SQUARE TUBING, 2"x2"x.120" CTF 40-1/4" 2 2 11 SQUARE TUBING, 2"x2"x.120" CTF 39-5/16" 2 2 12 13 RECT. TUBING, 2"x1 "x.120 168" 6 6 14 ANGLE, 4"x4"x1/4" CTF 46-7/8" 10 10 15 RECT. TUBING, 3"x2"x.120" 168" 2 2 * ALSO SHOWN ON PAGE 2 S!`TE r`"`�iRv piV4fi4O1 MAS t t 1'01,1 AP' PART #: 390806-0039 NOTICE: This documentation contains proprietary information and it shall not be used or reproduced or its contents disclosed in whole or in part without the prior written consent of "J—W Manufacturing Company J -W MANUFACTURING COMPANY A DIVISION OF J -W OPERATING DRAWN JRW DATE 03/25/11 CHECKED DATE REVISION CUSTOMER DAVIS & DAVIS WORK ORDER # C110462 TITLE BUILDING CONST. SHEET 3 OF 6 BILL OF MATERIAL 13 4" x 5.4#_ CHANNEL - CTF 51-3/8 1 1 ITM DESCRIPTION LENGTH QTY TOT 14 4" x 5.4# CHANNEL - CTF 22-318 2 2 1 6" PIPE s/40 (.280) 97" 2 2 15 4" x 5.4# CHANNEL - CTF 49-1/4" 1 1 2 C12 x 20.7 CHANNEL - CTF 88-9/16" 6 6 16 8" U---BOLTS w/ NUTS AND WASHERS - 8 8 3 C6 X 8.2# CHANNEL CTF 61-7/8" 1 1 17 8" RISER TOPS - 8 8 4 C6 X 8.2# CHANNEL CTF 45-9/16" 1 1 18 4" x 5.4# CHANNEL 13-1/8" 4 4 5 C6 X 15.# BEAM CTF 49-1/2" 1 1 19 4" x 5.4# CHANNEL 17-1/8" 4 4 6 C6 X 15# BEAM CTF 90-1/2" 1 1 20 C6 X 8.2# CHANNEL CTF 41-1/8" 2 2 7 C6 X 15# BEAM CTF 41 1/2" 1 1 21 C6 X 8,2# CHANNEL CTF 41-5/16" 6 6 8 12" x 401 WF BEAM 576 2 2 22 1/4" FLOOR PLATE 5X8 2 2 9 12" x 40# WF BEAM - CTF 88-9/16" 4 4 23 1/4" FLOOR PLATE 4X8 1 1 10 4" x 5.4# CHANNEL - CTE 32-3/4" 1 1 11 4" x 5.4# CHANNEL - CTF 33-3/16" 1 1 12 4" x 5.4# CHANNEL - CTF 10°lad 7 7 n is is L.. rh A— - BAT EAR -..Y - DAT EAR � BAT EAR LSAT EPR BAT EAR BAT EAR - I - - - 34 - 72a : I' 42 I 42 42 I - 41'- 1 904 - 50 - 62 - 522 -{ 46f ELEVATION 576 VIEW 1215 17 LOCATE - TACK +- ilMi /SHOP 1 8 + • •+ + + + + a r r + +` ,�j ��e EAR BAT j N 14 3 14 BAT 13 i •• + • • • l'�`9 cr' 0 ® ® CHV1D 0 ® ISI I_� as . + BAR BAR l A ++ ++ /`J �( ,EAR /EPR • ��� ��� E EAR /J a,BAT N BAT EAR 8 FAR +++++++ + ++ a a + a 4 •4 + + • +++ + + + + k + +T +++i ` + + + ++♦++ + + + + ,= �Id �+ + ++ + + + + + +.+ + + +l{ 904 1062 168 f '-i-------- cr'c 50 62 52 _or,4;;,"'. 576 DIVISION OF- SKID Pl,N DIVISION O+F- HC ,ISih.}r. totillit NOTES: — SHOP TO LOCATE ALL MAY 2011 ,�•'o T'°� SAT EAR BRACES. � = c '••' dr•� .• I r ; '^ �l�CJ`'"�r_, 5690 �; - ; CE: ai documentation contains proprietary information and d shat[ not be used or reproduced or its contents disclosed in whole or in part without the prior written consent of "J—W Manufacturing Company". &_ . i %... • ?.�Ilit` J-W MANUFACTURING COMPANY AL t11�+` imilit 1`! `N ,:. ,. A DIVISION OF �� `� J-W OPERATING PART #_ 390806-0039 DRAWN JRW DATE 03/29/11 CHECKED DATE REVISION CUSTOMER WORK ORDER # DAVIS AND DAVIS C110462 TITLE SHEET 61 JRW 03/29/11 ISSUED FOR APPROVAL/FABRICA11ON SKID CONSTRUCTION 4 OF 6 REVISION BY DATE DESCRIPTION .(Ot Il'IV:" ,,,/,, /,// --'= /7 ,-, ,.., 1, / "7'4/ /I/ / 1/1/ / ‘,.0s/.../ . - „.•7 , // e . . . ) Z, t : /1 ' - - - - - - -: 07 ' .i/ ... ; / / r / , S 6,7,./ „0 '/ - — ::::.,_ •.,_,,,:_:„ 4 '... /,:'' / /7/ / •... 7 _ 77 ., 7 / / / :11011° „,,,a5' . / / ,,"" 9V, - 7 CERTIFICATE CE ENCINE.rli • 1111"',L 4.1..1/1 11 ILLF. ih."1- 11 10 1 El -L /F1 Li ‘.1.r I • Tir I I 1.,IIIII r".',1•IL -4,1111 I11,, 1/1- F.; 1 I II 11 1,1 1 i/ I ii• ' •I 1 !' 1 r 1E11. 0 •1 0 CLAUD NOV NOTES: L 1.1q1,1 ;141. 1 111 r..1,111 1 1 1 1 1116' 11.'.1_ IT. 111101.1 1 1 .1 11 31 111 P111133 31111r,..,1L. 1,r1_ 3,1,31 ;it, F: 0:1311 rgr.:1 1-10 13/3,,E 1',01.01/111 1 11 11/h1 1 134',!! 3 3111 P1 -111P-.11 /1111 1,11,14 1,311 3 031.1 1 13131 01111:0.111/,“ „I AO 113 .10100 1149 11,,,,,VIN11; (1140 puo.rb V1 ,%1 WEI. ',III 1 1) I 1r 0:- 1-, 33.13' [130143F 1701 r'LNII or 1,1.0.11'„ 111L01 /011 11 1 111T11716. 11, 2' 1/011)0„2 1111111 / 0 .10 11113 REFERENCE DRAWINGS DWG. NO. -- OVERALL ISO VIEW -- ScAl F_: N/A REVISIONS a. Issued for client review 1. Rev aer rneter relocation ce/02,rzni 2. 13 e GC MTV tOdq. ENGINEERINGRECORD ERA% YRS YES 07/20/361 PROJECT 3181 Wan rEcRIFFIN & ASSOCIATES, INC. i MELO( St.. %Mt 402 0K361'11145,14,10/011. ROM uminvie.AL ELECIRICAL TITLE REVCHECK ;PPR. DESCRIPTION DATE - DATE ' OME CRC Xe. 05/23/2011 18362 .NT . r ii.. k - , , - . p ..--.-,- 1,•. ". 4,. ..1. 11., LI) ' E ElfIERPRIEE EPCO, INC. STORY GULCH METER STATION & PCP INTERCONNECT OVERALL ISO VIEW ALI IFIDJ. 10GICErtif:RimS915/ IORAIDF=Dirsio No. in NA reERDELCAILDECalticat. All I1 IR ...I...41,1111N A IJr 11..1 I4iIlr,1 CU Be 11F111411111Phi. [..411 .5 Ir rill T11F1 411.411 .i!rr T,44lI4J I 11114 • • 1141.14 Dr 1111• 44i40•111:1 411414.11111, 114 .114 144r' , 111e0 11 P414111 n.1 q[1. ri, 1.111111 141 4.4111 1 \11 1" 1 ‘, \\.\ \\ 1 \\ 5 iiIk .4,\\\\ T. ‘,. VA ' sie ?X STA 0.• OD 8 FL COVER id" 4 90" \\ HOT TAP NOTES! • 1,041t • n't "It I 111,5 'ABB I III IBA Ix I 1.1.11.1 POPIOII 01414 :AK 444,E VPAB JAC,, WO 5" 11, -VISE. 4.44144.1. <P1041 Il r 41111. 'Anon A_ II II.,11 441 41 4' 04,, 1,31Ir h 41. .11 <014141<114 F r)111i4-4111t; .70411 I II .:11.141, B. BrD FLOWED 111 P1.4,4 *111.1 !II:, ,11 Ara 1414.1 ;. 1.1111.11. i41 ,141/4 4141, 4.1.1,1.14 VA .1 1114141!1 't I 411 41N114 11.1•1.4.4llr14 .11110413. •,14.1.71441114 _ 14140 1.1l11flt1.4 11,401- .1E74 11.1. 1.94 2 P- 1 REFERENCE DRAWINGS 1107E: FORMAI:.4141:4 SkE A0.1D. OG!'fri Of 004 .104 UtIKBICAVti 11 OVERALL PLAN vtuw 80A1-8; 1 ‘,31X1' LI o. soled for client *141109 Rev Iter meter relocation Redefine GC/RTU bldg. REVISIONS 1141 03/02/2011 MR 8/23i1 virS 417/20011 ENGINEERING RECORD CRAW (WOO OEM' ORPECT WWI AIME% DWG. ORX -41 _------- BY OCCIL TITLE REV. DESCRIPTION RAI OM C �EO10410. _- • ST7, GPO) STORY GULCH METER STATION. 1" CUM Sae trAltlEl. Wel 11 a" 11311ER 41201 CV jritgRIFFIN & ASSOCIATES, INC. otomos, UWE 202 R0.1.111.. rrr set. wris klY 05/24/2011 494171.4130 10,362 E ENIERPRIK ir",-*c' EPCO, INC. STORY GULCH METER STATION & PCP INTERCONNECT OVERALL PLAN VIEW VAL 10. rrI/CDUritr, RAE 1444 Ha 534 TaS R965.1 - GARFIELD, CO DRAWING NO. 217 _ I _ . PIM 2 ----- • - _ • _ ---------- • CERTIFICATE OF EnCiNEER. 44114.1-444.0. 1 1111 1,.1i 1I4 I 1 11 1 Fir 1 111 .1111 1 F4F orr-.'10 14.i 1.lI1IIFI 1 111 1 11.1 14 1 1 44 414 4141 " it 144 4411r.ri F 714 .41J44 ,4 1111:11 1.111, 4.11 I. .111-1.1 A 1 PH, .,• 441.74.41 1144 1111 141 . 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NO.1 16 ELc.11DC/D E ENIERFRISE FPCO, INC. 11TLE REV, DESCRIPTION DATE DOE DAM 83(NECK APPD k DDrht Br %RS DATE 05/24/2011 11145 3*1 3,5 18362 STORY GULCH METER STATION PLAN VIEW rO, asT143,441.1,11.1911,[..016444,1I al4.0.1v11 CAREIELD, CO DRAWING NO. 3/7 2 03RC0104 111,? 90148111-F..'i? , Iba -611.111! N65 73F tS91.1.‘467.1 SRI .j (AP A 4'V 141 IIAT _7ST ON (NLFI G' ry 11 EL e.awr-9' _I. i itinr 13` CLASS 600 f1ALL VAL V[ 6101116 8366' C 771.-6. Y LI' 1:11.1:41 I' PAD 0' CLAS 030 RA,.L VAL VC r , IIL 1I�f 6' CLASS (.013 fiS11611 v200 CEINER]L VA _V: 46. • :a• - RCfERENCF, DAViS 6 DAVIS L7 rl'_E '11 1192150(18 0,' -ASS i1T El' i'1 "15.6 61011 DAL_ VA, BALL VAI Vi - ,r - -`, R' C1 ASS 600 f.01661< VAI VC (V. Illy 7' 6' w, 8' - 1') EPIC UHF 0' Unit I CF ASS 680 111 rRASIIN L' W 11 WIN s` . 8• t 1.1 11:6 1110 (1 CERTIFICATE OF ENGINEER 1-111.11.11 I'. ! IS11', "1.111' 111,,1 , :14 Cr QC. 'll -;,I lllnl 11111.4 161,1000 61 PLLI:E1 11 61116110)16 TO 101PAPC A 10':11,111111" 6111 t TI1F'l GUI.I'II 11CLt.TA1(111 rArric41100 I. '1'01,:1 i 1111111 1111 II 1 I,',,, 1114 "f 1 6061;I'[NG 1 111:,1 1,1 .,- I,rlll_ IIII1,L4. Il'f AST Itl"i Y ,11111 7 0.116 't•,.. 1' '411:6 14' n" NOTES: 1 0 . 1111. 11 011 11 1 1141 . .1 011 10 110;.11 P 1'1.1110 111 F :01.'641101. 1 .761 L'I114.I:I).O14I0 1661 6112 1,111 1111,l1'.z -11'.1 I1 071'111 ,if Al PFP 1,1111 KILLER :,1)1 1400. I :, 1 !AM :9 ATI 4.7161411 12' ,0.11:1 r1y1 :1100 1,6An6. :d 1 1)1.16 , :11111@N, , 16 IL 101 .4 Ir')! 1a . !AA./ , 0111' 1'PI0PRL11 0,10 061111(1'- IJ1 P,A O 111.11610 frill- [1'.11 Gr 3011)11 1711 temVEKr. .611 01I'r '16111' 11„11 I.1 .D1'), .1 DID L'"1/l- -1,r NI. 1111 �,, 1 111111.111'. "WV r.//, B' E:1 AS:- ',011 1161' VAI VI L�-- -AV-LI I 1 IJJ: l: ^']B 052 l C6VNCF04-050 E.9S?0 0)13 00060(-700 6'GRAVF1 CnI PFCR1611 1'• 0' - 14' 0'- 10. SECTION A -A - --'"-- SCALE.: 8(13",.., 0' w,." • 11'0" 'AP .41(6 A: 1111' n NETS IC11,7%0-1.00 9/011104 `400 FAD .75 �" LONG 0' S0120. 75 -14111 i4 _0' 4" Vrrll 1.f 1110101 1,P 2 PI ACES 1011 _ICC 141 1) 9.7.11 NO4 1.00 (19'l 36.1 0161 111400-1)7D1 911.//1111,11:0 Drin 070x10 100 0133400 BEN: )1140411 007 117,31119. 0F/3446 -CU 000.7.10,DG 111, 0110006.0.4 11.5: 6011.10411 1 10606116 ACsr0(11 " :Dr .6 0.'100 Q 5 LI oill;�eE lEL F 91014.01 000 110 w1. i 'lL0 - 056 (171211 0110 , 071200-300 091200 DUI -D06 >`%i>,>;(iii\s›h›i'AMM``i*:>)'>.>/T /W _nrcRCTC [ PIER REFERENCE DRATIINGS DNG. NO.. TITLE 0. slued R6 0SONS ENGINEERING RECORD lar client revie Rev WO pipe. 1001'11. Ivy 96/131/2911 fes- f 90,061 its 9)0/111I (MUD PRaxS6 4E0IJ11CAL I'A0.£CT 1411 ELEGIAC)/ REv. DE$61RIPi1ON BY 0A0670 11016 1116 q ` RIFF84 11 ASSOCIATES, INC. 1.14 Irl!ST, a00401 '0610Ielef aa.IH 11'011 NRS 14" 61 ASS 609 9"V11 '14561 !'NS _2 2 ENIFRPPoSE 05/25/2011 18362 3/8' s 1' \ u_ 11 . 13.31,:1' 0' 1 GRA1:1. Ei 611 12' _11,1 rRjH CN::ANA S 11J"Y Ell _Di (00(1'. SIA. EPCO, INC. STORY GULCH METER STATION SECTION VIEW T111 101x0 I11J 584 1'5 8.26WDRAWING NO. 417 GARflELO, 114 --- -----'-' --'--'-- ----- AN E-2 GUIDE TO UNDERSTANDING THE FIGURE NUMBERS The reentror9 irdicole the PIPE S1Z( Prices wry occoreing to the lapwing: • 204 w 2" to 4' P. e Size • Fi ure • 510 - 5to 10" Pipe Size 17" to 16" Pipe Size • fte Size • 121R = • Height ol Swport (center line of pipe -top of concrete: • 2024 - 20' to 24' Pipe Size • quantity 4 FIGURE I HEAD TYPE BASE PLATE TYPE "A" 120 13 CPADLE (FORMED TO FtT PIPE SIZE) NONE -C" 120 0 CRADLE (FORMED TO FIT PIPE SIZE) PLAIN (NO POL(S) "5" 129 0 CRADLE (FORMED TO PT PIPE SIZE) o/4 SLOTTED HOLES BILL OF MATERIAL FOR ONE PIPE SUPPORT FIG. 610 "8" 120 0 CRADLE w/2 - U-130115 NONE "D" 120 0 ERAD.E w/2 - 1/-130135 120 0 ORACLEIi.L/2 - 0-8011S PLAIN (LIO HOLES) e../4 SLOTTED -104F.S. "F" 47 :MBA& 93. AU 1 M M1S1b, CM DR - VALVE SUPPORTS "A" V5 RECTANGULAR OR CIRCULAR PLATE TO SUPPORT 04105 NONE '0' VS RECTANGULAR OR CIRCULAR PLATE PLAJAI (HO 110115) w/4 SLOTTED 112115 E VS RECTANGULAR OR CIRCULAR PLATE FLANGE SUPPORTS ANGLE HFAD 70 SUPPORT FlANGF A FS NONF "0" FS ANCLE HEAD TO SUPPORT FLANGE PLAN (NO HOLES) "E' FS_ ANGLE HEAD TO SUPPORT FLANGE w/4 9101150 HOLES WHEN ORDERING, SUPPLY THE FOLLOWING INFORMATION: • FIGURE # • PIPE SIZE • HEIGHT (Centerline of Pipe to Top of Co w "0" AU Supports Ore Hot -Dip Golvavized or Pointed After FabricoLon. *EXAMPLE 204-C 2"P.S. D=1 '-6" E -Z LINE PIPE SUPPORT CO., INC. (71_1) Ii/Li 1.07 DWG. 933 201 CERTIFICATE OF ENGINEER I11 'LILL 6.1.1161. .1101 1111 I 1121 111 111114 r. If U1'1..71001 F.1.141111 I I 11111 IJ 51' 1 5-13 11•11 1111 1011 /1.E 4 la FUR 1113. .1111 E. CAI, OA .15555 E,I,E.r 111 [33 :1 [413110 01111 ,.3 .1111,411 111 III 111.11 1.11, 11111 1 1111! 111 o1 1 1-, .101 111,1 1111 1121111. .51145 0 111.1111 61.11 I ,11 .115 PIPE SUPPORT TYPE I SCHEDULE ("T -Z" LINE) (713) 67ii 2893 PIPE SIZE 41COEL I MIRE "0' MSE ROE 5I21 TIIK. HOLE CENTER '5' HOLE SIZE 2" 2 1/7" 204 204 8" a' 6' 6' 1/2" 5" 3 I 2" VS' 1/2' 5' 3 5/8' 204 8- 6" 1/2" 3 I/7 5/8" 3 1/2' 204 a' a' 1/2' 5^ 3 1/2" v8' 4. 204 8- 6* 1/2' 5. I/2" 1/6" 6" 510 e- 5/8" 7" 51/2' 5/8' 510 10" 6" 5/8" 7- 53/2" 5/8" 10' 510 10" 8- 5/8" 7- 57/2" 5/8" 12" 1210 12" 10" 5/8' 9. 7/2 3/4' 14' 1218_ 12" 10' 5/8" 9" 16" 1218 72" 10" 5/8" 0` 71/2" 7/2' 3/4" 3/4- 7218 /2" 10' 6/8' 9. 7/2" 3/4' 20' 2024 12' 10" 5/8" a' 7 '/2' 3/4- 22" 2024 10" 5/8" / '12- 3/4" 24" 2024 I 2" 10" 5/8" 9" 7 I/2" 3/4" 26' 2632 14" 12" 3/4" 17" 3 1/2" 3/4" 28" 2632 14" 12" 3/4' 11' 3 1/2' 3/4' 313' 2632 12" 3/4' 11' 9 1/2' 3/4' 32' 2632 14' 72.' 3/4' 38" 2632 14' 12' 3/4' 11 11" 3 1/2' 11/2' 3/4" 3/4' 410112: ' . r .',110 1 11 1110 I.:. I..% 117 12,35: r •• .5 I ..4.(4 I k, 11 IIE110-Hill 1 1 tr., 14 1,3,1! 11111 51 • • ord 11 '12 -4' ,.1.4 1341 4. It. 15 ,1 / 1111- .1 11 1 1 1 11 2 17113! 1-115: ;mu 5E63 fl II .1111. I 5, 1- Figure F RAPER TO Z LINE cAr4EADo FOR ftErOITION?NLygpRMATP2.61 ON 8(123(5 "F" SUPPORTS. DIA r a" SLOP 313E1'014'6S-1 r2I.:t1.1IPEL /2" FIG. -12-18F SLIFFORTS-1 REOUIREO II ' VCRT ' 11 3 112 e oc 4.1168.81 1 IC. 46 32.90 11-3 1/A670 1190161.M A_LUVA171.1._ V14131.97 LEAD 63051 511A511 117, 31-00 ALLOWAXE Sul 11/1 SSI18 I I: • e)t'c 1/4-74b74 56/1/q/1 ifie?,/ Rep/it'd 4-7L /i1VPOW/7 CIA 1' 115 31 lE ONE PIER L. PLAN 1 W 1 !IL IF 9* 1- 41.g" YFASUADMI111 8512 1 3. 41 '7 - 3 6 vPl. 6.1 4 1 12' .:12 09) 53l3:.,:- IF 10 BC 5505 I'SI 31L'11 IPNTIO MAXIMUM 0110540011 VCRI13DA1 11180 11521111 1088E0 ete _1005 "5. A LIVA:111 1 '14111 "6. 81,31.1 1.11.11)ATIO14 DETAIL FOR FOUNU21. t!..1111.PETAIL FOR PIPE SUPPORT FIG. 1215 me SUPPORT FIG. 510 1 REQUIRED I REQUIRED DEFERENCE DRAWINGS REVISIONS 0. Issued for client review ws 06/0242641 1. Rev 035,121010 Peer depth PPS 07 111.72.714 ' ENGINEERING RECORD EkGRIFFIN &ASSOCIATES, INC. 2 3' 1164 -- t r -p 3" 7apecuice3afeeedfv410;eer deb, ni 4 4102.414 TrIn fl 2511501 31 PILO 4e01H Silts: 101 63 1 15 54 1311 1(,3) '▪ 2 51 V 3.11 (2) 21/ 0.1 0 11 1/2' tr1-- (;-0 ELgymipi1 qosloftei-g 0961 [KUM CHM PRIELta WAIT 4.- - tell) 11 5 72' (E) 11.1 111.11 5, 081, ROCK 1:444.3,01 12441 PROCESS LIECHANICAL ELECTRICAL , 1'1,4.111 1.111! If 5 :lir BY OECD APPR ARS DWG. NO._ TI TLE REV. DESCRIP"ICN BATE DAIL 06/01/2011 MI DYE 18362 EPCO, STORY GULCH METER STATION PIER & SUPPORTS 5151 1504 5411 0/0 caticcuNnE, 23075 01914315775 4.34 14S R1611 GARFIELD, CO DRAWING NO. 6/7 01Y. deSCRIPTIoN 1 39 Oil 7925 411571111 31PE 1 NORNAL PORTLAND OR TIRE WED FOR LORdR. 1104 12074010107. WIRARIED AR 51127 . 1 11914, StRENGTH 11 Mr. 4190 PSI 2 1,4 REHM. 85. ASTA4 RAM GR ea 3 al REBA& H. 0.1141 A515. 083 04 4 IOW 141EIM1 el 4501.4 MI5. Get 110 BILL OF MATERIAL FOR ONE PIPE SUPPORT HG. 1218 5 el 125.11335 col...MEM, Woe 1340I WAD ARIRR MR LSEOFORLcenSRCVOKMOANED AP 51727,' o 025 5-1141.10114 24 LAY. 16X1191 1 3 37 47 RESAR IF ASTIRA615. CR E4 710101 01 0504.055. 041 81 • BILL OF MATERIAL FOR ONE PIPE SUPPORT FIG. 610 e a CU YOB CORCRFTE, TYPE 1 WAR& PO5511.11.40 OR Ten USSO FOR ICC& SOIL CONORQRS. 74111207410*5 2027 • 1 3.711, STRZAGTH 25081., NW .01 5 14. 14640A, NO Ati-ke ARM On 110 13 47 :MBA& 93. AU 1 M M1S1b, CM DR - L. PLAN 1 W 1 !IL IF 9* 1- 41.g" YFASUADMI111 8512 1 3. 41 '7 - 3 6 vPl. 6.1 4 1 12' .:12 09) 53l3:.,:- IF 10 BC 5505 I'SI 31L'11 IPNTIO MAXIMUM 0110540011 VCRI13DA1 11180 11521111 1088E0 ete _1005 "5. A LIVA:111 1 '14111 "6. 81,31.1 1.11.11)ATIO14 DETAIL FOR FOUNU21. t!..1111.PETAIL FOR PIPE SUPPORT FIG. 1215 me SUPPORT FIG. 510 1 REQUIRED I REQUIRED DEFERENCE DRAWINGS REVISIONS 0. Issued for client review ws 06/0242641 1. Rev 035,121010 Peer depth PPS 07 111.72.714 ' ENGINEERING RECORD EkGRIFFIN &ASSOCIATES, INC. 2 3' 1164 -- t r -p 3" 7apecuice3afeeedfv410;eer deb, ni 4 4102.414 TrIn fl 2511501 31 PILO 4e01H Silts: 101 63 1 15 54 1311 1(,3) '▪ 2 51 V 3.11 (2) 21/ 0.1 0 11 1/2' tr1-- (;-0 ELgymipi1 qosloftei-g 0961 [KUM CHM PRIELta WAIT 4.- - tell) 11 5 72' (E) 11.1 111.11 5, 081, ROCK 1:444.3,01 12441 PROCESS LIECHANICAL ELECTRICAL , 1'1,4.111 1.111! If 5 :lir BY OECD APPR ARS DWG. NO._ TI TLE REV. DESCRIP"ICN BATE DAIL 06/01/2011 MI DYE 18362 EPCO, STORY GULCH METER STATION PIER & SUPPORTS 5151 1504 5411 0/0 caticcuNnE, 23075 01914315775 4.34 14S R1611 GARFIELD, CO DRAWING NO. 6/7 MATERIAL LIST NOTES 1 CLASS 150 THROUGH 2500, FLANGED AND BUTE-WELDING. GATE, PLLG, BALL AND CHECK VALVES, NOMINAL SIZE 7 AND LARGER API60, LATEST EDITION. 2 GRADE B BUTT -WELDING FITTNGS, AS1M A234 WPB, ASNEfANSI 816.011ATEST EDITION). 3 WPI4Y-HIGH STRENGTH BUTT -WELDING FITTINGS, MSS SP75 (LATEST EDITION) ANC ASTM .5004 (LATEST EDITION) 4 THREAD-4LETS ARE DESIGNATED BY OUTLET SIZE, RIN SITE AND RATING (30055. 600011) AND WELD -0 -LETS ARE DESIGNATED BY BRANCH (SIZE, SCI-EDULEj AND RUN (SIZE, SCI EDUCE), ASIADA.NSI 8169 AND ASTM A105 (LATEST EDITION). 5 CLASS 150 THROUGH 2500. GRADE 5 PIPE FLANGES AND FLANGED FITTINGS SIZED NPS NT THROUGH LES 24", ASMF!ANSI 81651.01E5T EDITION, RATED PFR MATFRIA5 GROUP 1.1, AND MADE FROM CARBO;' STEEL FORUMS PER ASTM A105. 6 CLASS 150 TH8000#I 900, HIGH 5758512 H FORGED CARBON STEEL PIPE FLANGES SIZED NPS 117 THROUGH NPS 413'. SUSS 5P-44 (LATEST EDITION) AND ASTM A694 (LATEST EDITION). 7 FLANGE STUD DOLTS, ASME)ANSI 816,5 (LATEST E]DI110NI, 56115193 (LATEST 80111014), GRADE 87, WITH TWO ASTMA154 GRADE 2H F£AVY SESO-FINISI.1ED FE5 NUTS EACH, B METALLIC GASKETS SHALL BE SUITABLE FOR USE WITH ASE/ANSI B16.5 (MATERIAL GROUP 1 1) AND MSS SP -44, CLASS 403 AFD HIGHER RAISED FACE FIANCES, GASKETS SRSSL COMPLY WITH ASISE/ANSI 816.20 (LATEST EDITION). GASKETS SHALL BE CONFIGURED W1TF1 A SPIRAL WINDING OF 304 STAINLESS STEEL, UTILIZE A NON- METALLIC. NON -ASBESTOS, FLEXIBLE GRAPI4H1; FILLER MATERIAL; AND UTILIZE AN OUTSIDE GUDE RING OF CARBON STEEL 9 IN5UATING KITS FOR RA56E0 FACED FLANGES SHALL U41UZE I/O' THICK TYPE F GASKETS (MEDIUM WEAVE FABRIC- REINFORCED PHENOLIC Of PLAIN FACE), 1/3T TWCK POLYETHYLENE SLEEVES. 1/9" TRICK FABRIC- 651NF0RCE0 LAMINATED P11ENf 10 WASHERS (ONE PER STUD SOL -RANI) 1/8` TICK STEEL WASHERS (ONE PER STUD BOLT). PLAIN -FACED PHENOLIC GASKET MATERIAL SHALL 11IVE A CONTINUOUS OPERATING TEMPERATURE RATING OF 225' F. PIPE 517E AND FLANGE CLASS RATING MUST BE SPECIFIED. 10 FORGES] SIFFI. SOCKET WET 0[IFIREA❑ED SHIMS, PLUGS, 65141INGS, COWLINGS. CAPS AND UNIONS, ASNE/ANSI 51511 (LATEST 801805). 3000,1 OR 6500/, AS11,4 A105 (LATEST 501T1016. 11 01051RES ARE DESIGNED AND PROOF TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF ASWrE SECTION VIII, DIVISION I REM NUMF1F7i LEGEND COMPONENT OSSSGNATION - (SEE MATERIALS NOTES) 2-5 PLACES RLN SIZE 2.3 PLACE UUILET S1& /VALVE L1.MB4ECI ION [8-5 / 56050 SEPARATOR. 015655 GRADE 03RC 1 Component Designation 93 - Na Nole AI1pMES A - Anchor Forge' AV - Air/Vacuum a - Ball Vans BF - BuSerdy Valle 8i - 81nd FIn gl BP -51,4 Plug DU- Bushing C - Cap CL - C1sure CP • Comgel06 P111a D - Drined 5 Tapped E1- Ebwv, Long Radua ET - Elbow. Three R Rados FL - Fanged Filling (Fler6lecl) FW - Weld Danrlcetion (Fle0SleeI H- F -5x PNg 1 - Isolation, Electrical K - Check Vako •'NATE. C5 n no,/ f5na•o m,511 ❑ 56 Valve Connection Type' 1- RF/RF 2- WEIWE 3 - WANE 4-TxT 5 -W01 `These match Cameron's codes Component Designation, cant N - Mp51= P • Pug Vete PSB - Pig 8914, 65-/1111,1, P611- Pig S1gnal, Un -Directional RC - Concentric 504/x:01 RE - Eccerlric Reducer S- Saddle T-7 7R- Tra si5on Piens U - 53/0n 1572- Vacuun Relel Vl - Were/ Service WN - Wed Neck Flange 1mlx.,4 ,3,41. MAWO Class A-150 A-300 C-400 0-600 E-500 F-1500 G- 2500 6-Hgh Yield N - Not APpisolle TEST DATA FOR STORY GULCH INTERCONNECT FABRICATION FABRICATION TEST REQUIREMENTS FOR MAOP OF 1480 P5113 MOW WATER AT 1450 PSIG x 1,5= MO PSIG MINIMUM MEOW WATER AT 2220 PSIG ... 4OPSIG= 2260 PSISW,XIMilt/4 DURATION: 4110111x; VALVE$1?WT ARE PART OF TEC FASNCA1E0 ASSEMBLY SFWLL BESET TOAMT-OPEN POSITION DURING 7r1E TE5T NON -WELDED 118-I11 CONNECTIONS 1HAT ARE NOT PRESSURE TESTED 03/6/805 CDIA5TR11011054 SHALL BE LEAK 1E87E0 AT NOT LESS 15555111E PRESSURE AVAILABLE WHEN TIE 11E -IN IS PLACED IN SERVICE MAOPIMOP DETERMINATION CILSIC'N MEL IS (THC EXCEBUS 4501-1565145153 550(55555(055155(341-41550511-1)6/300(4011' (METER STATION) INA CLASS )10CATION (F=0.50) A. MINIMUM TEST PRESSUlE', 2220 PSIG 2220/1,5 =14130 PSIG FAB TEST B. DESIGN PRESSURE PIPE P. 28800 Fx F xT=1573 P010 C. DESIGN PRESSURE FOR WEAKEST ELEMENT FROM MATERIALS LIST = 148o P510 D OTHERLIMI1NG FACTORS EXISTING ENTERPRISE 36' PCP LINE MAOP - 1480 PSIG CONNECT -1M PIPE FROM 61,0ANA MAOP UNKNOWN ASSEMBLY MAOP = (BP 511 IM OF A B, C) = 1440 PSIG ASSEMBLY MOP = (1NM5114 OF A, 0, C, 131.= 11M(NOWN BUT NOT TO EXCEED 1480 PSIG Nate: MAWP, MAOP WG MOP PRESSURE DE1EF01N 0611CP43 REPORTED hER1N ARE VAUD FOR SERVICE OPERATING TEfvPE17ATURES FROM -20' F 70 100' F. NOTES: All - 11,1 I 51 11114111111:1151. 111 C'r1..Y':•F,rilNJ. :131_ 111111-10111541 11:541. 111'1 .1. III 11.11N,. :1611 114 611111 WYAI,I'H1: 411111 PDIrit:4 ;41111 141'!,. Ir,l-I ?o0:F3' 415:,11 60011.n 17 .411113/3 11111`.11111 1E15415 ,111 6,615/5 56151111111/0111.11(1 1.41511 NI :1., '.._'J. 65111:0:1: WTI PAINIC!1. 11, IC 11lLI(-IR11L 1//5-L Ti :111Dw1! 1714 R>',1,011, AN 11 l\ PI -1 L 70014 Ir1D ShIOL. BE NCI 1,11n 61. nr171.11111 ,-_ - F::O_ A1.0 EY TUE, 'A 1 11150.1:111' PRESSURE PIPING FOR EPCO ENCANA STORY GULCH INTERCONNECT FABRICATED ASSEMBLIES DESIGN MAOP 1480 PSIG} OUTSIDE 05A. (D) (inrhss) SPEC. JOINT FACTOR (E) (AP( 511 ASTM A53, ASTM A106) GRADE YIELD STRENGTH (S) WALL THICKNESS (1) (inches) MAWP = {2SUD}XF!1EXT F= 0.50, T=1.8, E=1,0 THREADED CONNECTIONS FABRICATED ASSEMBLIES, DF=0.60 NICMNNAL 575 OUTSIDE OFA (D) (inches) GRADE YIELD STRENGTH (5) SCH WALL THICKNESS (0 (inches) IHF2AU DEPTH (kv) (rnchts) MN WALL THICKNESS (len) (inches) MAW., _ (251/0}xF/8xT F- 0.50, T-1.0, E=1.0 1 112' 1.900 35003 18) 0.291 0.0740 0.237 3819 PSIG 1' 1.315 55000 163 0.250 0.0740 0.170 4584 PSIG 314' 1.000 35000 163 0.219 0,0740 0,145 4833 PSIG 1/2' 0.840 35000 160 0.188 60746 0.114 4750 PSIG REFERENCE CRA40NGS DING. NO. 111LE REVISIONS Bill of Materials TEM 3VIl. 01Y ILC {CSCR APT I nN 1;1556. MAW 110U131 -I10) :I 0111.1101 700 1 111 ?:601 1101 0311 1690-565 0:!11 1590 1465 7:01 1690-1 65 I 13RC061/4-14521 03PCL804-11'Si' 0:7.1::1('00/-652 I13R:1000 1462 UJ 21614D N''92 CH UV 653 030615 5:05 0 4601'80 /5-NIIY 1161120.75-NHY 07VSI0r;CU DS' 066:n0864 II:f' VALVE BALL CI_n33 61.1L r x 1 14:1.1 I'I741 r078CRE111 I IL U11U681 1 1 115 [0!1561_ WITH LE'V113 UPL06111R '361Y1: 6A' I CI ASS (017 F x F FULL PORT CAN(R5:11 FIG 800601-5-1 OR URAL VI111 ,{AP 1ITERATCIR 065:rut. 7O. 152 1<640191670- 565 010411 1100 070001 700 07'?') -JW _ J7110_J_-11�I1 0.'16 1 -d3L1 I] 16UIT 01/32 11111510) 000 005801 €1511 001200-10:1 981600-117 '/4.4/ . OA. L LI A"•': 5:11 1 ILi_ L 1.O'-' I I4/1-11 1/1.6 FTG 500601-2-I OR EUUAI 511111'.71714]00 /3746 EP/4 11 11'..5, •i0 ❑EG LK, 411 d. Y 15 GUJri' w(7 I.1 ]F 0, 90 FIFE LR. WELD. 1-63 103/,i 1.1 .1 11)54 TC 0,00 1111114,'19 DEC LP, VELD. (-65103/'.' '3D )PIP TC (.0.110 4 (10/1078, EONCENTRI:, W_L!), ,r 51, i^.180' 5/T x W 1 ) 16 4 F3 8-.0- 1 _2 4 6 5:57 1St (ONCLNTRIl Wi111, '(-12. 0T0 (0.34?' y/1 1123/' 151T) 5.1:4:R, CD:CET/141C,. /3110, Y 5)1) [/700275, CU5CLTII-11(' Y1(I F. 'i_s;. ;(.37 7" Wi x 0322' WI) 1E1, S 1515E+11f WELD Y-52, <0:IPP' 4.11 x 9,122' WT) 111, RI. 1111(1150, WELD Y-52. %437`.1' W1 x 11(9' '01-) 3' 1 16 X IG 40 24 TLE, Sf RA. LI I', 541111 1-15. ;0.375' WT x O.J/S' WI) B X :1/4 FP 1941 .ai'9 3 0100_ET H'151-1 '11 I1', 'd11 0 -0 .611' 0'5 0 0.219' 'JI AHI) 11.5,5'5' 30011_6--_ I 11111-. '.01 11, %"CI OL' TL 05C.' 1'1 r ANO 72./50' LD x 0,3/.1' 1561 0 65/5 4 -, AN00 171 ,./9 6 1 41171 611, F-52 14006' 1111017 _ S ' 51/01 1- 1 1.91 1:1 A6:6 690 [ -`P 47 581' 1BIR1.1 la . AhR11 KT`d4 CLASS 649 f -',-%' 0%'001' 3530-4) j 1. AIJ1,f 01 W,I fl ASS 6411 I -{y (I0.'OO' BLIND 123 ;'144 523 ]009 6 _ G 766 X /.17/4 SF111 111111 5)1 111 41.1 P7/12 [27 15. A 600 0' 14 43)-___ 111/11 T. 711/2 STJD [1101 5)1111 N..f PAIR 031: 11015 650 1' RI (11^,1 N/A 111/4 X 9':3/4 STUD PCL 5 5)1111 11.-I I'ALR ' 1k 1:1. A 500 12' IH4v'I.L411NL1 CIT (?O) 111/4 x 6+3/4 1, MD RDI 1 411.1 Nt- 50',2 506 CLASS 600 I?' k[ 01.1'4 1 I/2 X 11 11.:) RE1.1 WITH NI1 15155 FDP IZLASS 65.0 16' INSULATING [IT (001 1117? 4 10 S1L:1 Si]- T W1Y1-1 141-f PA IH? LAIR 7:1 ASS 639 16' 121 (23 3 51/9 I 021411, 0L750 605, FI [X 141111: Sf/I_F C0 DP /COAL B 1481 8 5,11:511 I, ill ASS 600, =LEY,-ALLiI 11/1,1 (:D DR FCJA1 8 1487 12C45KI 1, Di. 5:41; 703,-_EX7 /LLi/3 STY). I CL, Etl117.141 B 1.156 16 [f,;K_1, 0[4011 500, 1-IX5AIL 1 SFYL[ CG LR [E1101 8 14431. 3509 /191500 (00 N, A 41/7 N/A n•I et 01-1:00 I I0 i.5U0-NCO '0I1/500 MCC 11::1 611409 000 7.11'11.4 (1)111 1 1 3 3 Ili 1/7 INSTIL/4.11V. 611, L TSS 500, :12,050' BURL), 111')] ff I: VES' I IR' .1.11121. 0LR (Ara SERVILE. 11 N1' /70:' 250' F INSULATING 61T. C'/35`15 1,00, (15 353' 1/3'_). 2:K17LK 015 DR 70111/1 11 R [J,5 4(171/115. 1FN1.2 211' 1'50' F IIFR PLUG, SCM, 31.005 17111 1551[ Al-IIRFA3S) III X PLL5,. SCM, 340111 1(=1/1 INII Al :111-:E ALS/ 81 AI44112 001 CLASS 6110 'TALL 1 ITL X70 CI: LOVA_ DR:LL45 AND AI'PLISP' MPS :O95/6C( IG 45150' UD x 0.1'.17' .1T , 150111 511/ IVO 117.7 1,4155451 5204 PS1G 99 1100 9314,'30/ :511/ 1011 5 FAB_14 111806 FAS 12 41 _is 30051 WK11 I1AI.I 'JA1 VF, 7 51 -, (:A '11 1/0410101/051CSVR 9 10 TI 1486 -;ITT,-/ :1000 4 :3/4 0111h 11611151 601.1 VALVE., SW x 1. -1 1/2 X 3 \011,(;11,11, 1/2 x l' 113115, T x T. 7.B»0' c'1 x 'JINN* 11 I' _ x (1.1(1 1'-G' 3/4 ..ii -q_ 10.0 110 x 0,0'19 l/1 x APl SL x % 42 3'-1 1/4' 4 4557, 4.510' 7111 x 0277' WT x TPI -SL x X-52 7'I' 8 FIFE 95525' iU0x 03''2' 15/To(P1. SL xX-'°2 W43'0 -157I0' (IPF, 12.751' RC x 0.375'0.375'V 1 s. /511 51 x 5-52 __-3�' lb 115,.. 16.5a5. 90 x _7.379' V T s API 51 x X GS 409' 16 1161. 115.700' 114 x 0.7(1' WT 0 251-51. r X-711 1 35. X 15 1011 TAP SAJOLE, 11_ ASS 6011 RFVIN FLA(',CE 11 '[' A ,1,/A 3806 3100 9,97 N/A 14!4 1475 r:.7A NIA 1750 /300 2739 1941 III?? 1112'3 2C! L 1.185 ENGINEERING RECORD O, Issued fn' client. review 11121 06/02/2011 Rev pipe 10Snol1ogr_s per I - - DRAWN 5115 07 18 2011 CHECKED CEM PROJECT AI10/T PROCESS 3010101.1. REV, DESCRIPTION 6Y DM( 110(115118 CATE� 4561E 0_ 0561E i1 .I40FFIF1 8, ASSOCIATES. 1140. MU eaa al-SUITE2C2 nan550..11,,WE11.11 TARS 0Y COTE 55/81/2011 CERT1FICATE OF ENGINEER 1:111:511 1. 1141-, '11,.1111 114,.-,1 111:,11411 F' 111r'I-Ell I, Iti-LIT15:1-1- 11 4, 5:6:'11': .'^-1111'1 F", f11:, 1 .114[ Cil -L 01051 1601 0, /5 111.1111) .1 Y .',114 /3111. I AL 11 -:'1011 IIY:1 1,11 AP PLN. ABLE ,11.11119. I11 -I" I'I 1CG11LA110159, A'51I. X11,(1 956` 11 S YS ICN'. 4141 1111 1111411105 51111 AHI. 11('0 ',:1 1' 15.4117:, ON A F7iFC-'::1 '1. i'.E 111 1011 6175 A 14/311,11 (1,111 161E Lf'I HIS1il 56)-:131100 A:::N00111.34 1111'1 ',Li0141 ' 11141 11;1 Vi -1,1"005 111 i:'\'Ir i0'l [01010//61'.. PAN 1 111, 111 .1141 !'1 0541'-10.11 WW1 111( 1: I'•,' 4 5 (5 RAL f IFCL114E !1111'11 ',:,1,111:%1011 AND D(i1RLBI111UII "IT'Tli1, 1; 110/,:"i 1100,6_1 1-4 15751 1 0.1 I LP 0RG,08 Na. SCALE 10362 N/A EPCO, INC. LN OIIPBISE STORY GULCH METER STATION & PCP INTERCONNECT MATERIAL AND TEST DATA 146. 1011/CP11P, 5101E TE4L D, C6 `14401080 N0. 534 R905 I DRAWING NO. 717 534