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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address Nature of Work Building Permit Use of Building C C±5 -i 0 Owner Contractor Amount of Permit $�� 4L Date Clerk f=6-15. GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-34701 Inspection Line: 970-384-5003 Permit No: c r L Parcel/Sehedule No: 303 `t7Je -167o AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SATO ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PEWIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF MIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFTEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.O03 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): gicl4o5 3elgo fq/.11 Job Address: r i!� _. 1 +'ilt Tri i., G. 1 Lot No:T S.V (�C.%♦ tpr �.I'jH Block No: + L �� Subd. / Exemption: , L..1.4 ..'' 2 Owner: Gam.. L. /7 ' .e_. U' C ddress 7/ - ' s?,J . _ .... I Ph: 76- , 660 Wk Ph: J"a.,froe 3 Contractor: bre Address: Ph: Lic. No. 4 ArchitectfEngineer: I! 5 - . Address: g 0 rc al . .t r. r d Ph: i -97 - 4 Lic. No. .A6 . 50 S Sq. Ft, of Buiidin:: Al • 6 6 Sq. Ft. of Lot: . ; :. Height:No. //'/©rr of Floors: 6 Use of Building: Z .ShZe lVeN/ A 47 c. /�++ )ir�/OR - .,. ; A - d c 400 0O re S 7 Describe Work: f} I 0 r • - s ` 1C-6-eda .1 A A . g Class of Wo k: 4 New o Alteration o Remove 'd ❑ Addition ❑ Move ZT 9 10 Garage: o Single L d o Double Carport: o Single ❑ Double ❑ Driveway ermit❑ On -Site Sewage Disposal I;s, Site Plan A I r . , 'Ned Se* tic 11 Valuation of Work; $�p A p�4, °-- Adjusted Valuations: $ 2 " C 12 Special Conditions: / /e•• e - R i . AU S ecrad . Se ag / D1/e i /5 4$ 11-17-b5 NOTI A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 18O DAYS, OR, W CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CO ST-- ON. ON. / y..". Pia heck Fee: 24)5. Permit Fee: is 377z Total Fee: Dated Permit Issued: / _ z r) OCC Group: Const. Ty i e: / I S I Zoning: Setbacks: Manu. Rome: ISDS No. & Fee: M - +r 11 h DATE fir, D , PT. / DATE BLDG 1' :+ PLNG. APPRO TE APPROVAL 303 `t7Je -167o AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SATO ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PEWIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF MIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFTEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.O03 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): gicl4o5 3elgo fq/.11 The following items are required by Garfield County for a final inspection: L A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; S. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final 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, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ""**CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR -USE -OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancys use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Sid nature Bpcont03/2004 Date 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. Adequate and cornplete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please -review this document to deteXnaine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may he helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan 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. 1 Plans to be included for a .Building Permit must be on draft paper at least 18"x 24f4" 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 mils, windows and doors, including the finish 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. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. NOTE: 106.3.1 (7.) 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 ppwith the proposed structure located within the envelope. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project ,(% 3. Are the plans submitted for application review construction drawings and not drawings 2 that are stamped or marked identifying them as "Not for construction, for permit issuance only", "A roval drawings only", "For permit issuance only" or similar language? Yes No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessithe property? Yes 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? / Yes ✓ No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundatio�r plan for this building? Yes ✓ No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces an the clearances required between wood and earth? Yes No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist space and soffits? Yes No Not necessary for this project 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads a minimum of 40 pounds per square foot in Garfield County)? Yes No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Ch ter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof cons ion? Yes L No Not necessary for this project 13. Is the winppeed and exposure design included in the plan? Yes t7 No Not necessary for this project 3 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling jot ts, roof rafters or joists or trusses? Yes No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection all columns and beams? Yes No Not necessary for this project 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to a isting grade contours? Yes t No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or Phase 11 EPA certification? Yes No Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform wilding Code? Yes f/ No Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural lighh and ventilation for all habitable rooms? Yes �/ No 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 glazing for these areas? / Yes No Not necessary for this project r/ 22. Do the plans include a complete design for all mechanical systems planned for installatio 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 Uniform Building Code Table 5-A) 4 Yes V No 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 No 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 No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sixes? Yes No Not necessary for this project t/ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the applicatio ? Yes e/ No 29. Have you designed or had this plan designed while considering building and other construn code requirements? Yes ✓ No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ,/ No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Reso ution for setbacks. Yes No 32. Do you understand that approval for design and/or construction changes are required prior to t implementation of these changes? Yes No 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 buildingrmit? Yes No 5 34. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupan y and occupancy of the building? Yes V No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply w' h the Uniform Codes? Yes No 36. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re -inspection fee? Yes No 38. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from the Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact the Road & Bridge Department at 625-8601 or refer to the phone book for the State Highway Department phone number if applicable. Yes f/ No N/A 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes i/ No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to submittal of building permit application? Your attention in this is appreciated. Yes No 41. Do you know that the local fire dis t may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) 6 42. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes No N/A r/ 43. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them concerning water shed protection zone permit requirem s for ISDS and other activities? Yes No N/A I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. 41. (--1,z -45 ignatur Date Phone: 97 / z -4133 (days); 363 - 726 -9e w Project Name:bRc t&;/,rtes, e 41//rty Project Address; f�zseebei,v 444Aoly ied3490 /,1m4r Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. _(evenings) *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. 7 PLAN REVIEW CHECKLIST Building /Engineered Foundation Ar-. Driveway Permit ✓Sat=veyecl Site Plan /M. Septic Permit and Setbacks ade/Topography 30% (1 X. Attach Residential Plan Review List Minimum Application Questionnaire pI� (44 Subdivision Plat Notes , ' .Fire Department Review ‘.Valuation Determination/Fees Red Line Plans/Stamps/Sticker ✓Attach Conditions App 'cation Signed lan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter- Mani*. Hms. GENERAL NOTES: �6 /7 Date 'as' Planning/Zoning operty Line Setbacks ft'�Stream Setbacks 1,(1;;:d Plain P✓ lding Height 9fr n�'i''ng Sign -off °`Road Impact Fees 16A/DRC Approval 6de/Topography 40% Pal nning Issues l*Ltil;-&vision Plat Notes Garfield County Building and Planning 108 8th Street Suite 201 Glenwood Springs, CO 81601 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Project .Name: Instrument Air Address: C.R.300/ 6 & 24 Occupancy: F-1 Construction: II -B Date: September 22, 2005 Contractor: Encana Designer: Engineer: Samuel Report By: Andy Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 1 Industrial Area TOTAL FOR FLOOR 5 1 5 1 1.0 No N/A N/R 1.0 No N/A N/R 5 FOOTNOTES: 5. One exit is based on compliance with Section 1018.2, #3 6. One exit is based on compliance with Section 1018.2 and Table 1018.2 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupantload is basedon Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. --'Sec. 1003.6 Page # 2 Code review for: Project Id.: Instrument Air Address: C.R.300/ 6 & 24 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge- or surface -mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. -- Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware. ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1.7 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group F1 is 200 feet. -- Table 1015.1 Page # 3 Code review for: Project Id.: Instrument Air Address: C.R.300/ 6 & 24 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. -- Table 1505.1 Roofing may be of No. 1 cedar or redwood shakes and No. 1 shingles. -- Exception c Areas containing high piled combustible stock or rack storage in any occupancy group require smoke and heat vents. Design to comply with the International Fire Code. -- Sec. 910.2.3 LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 80 of the floor area. -- Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. -- Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. -- Sec. 1203.4.2.1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. Sec. 1208.2 Page # 4 Code review for: Project Id.: Instrument Air Address: C.R.300/ 6 & 24 INSULATION NOTES: 1. Insulating materials shall have a flame -spread rating of no more than 25 and a smoke developed index of not more than 450. -- Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) Foam plastic insulations are required to be protected. -- Sec. 2603 Page # 5 Code review for: Project Id.: Instrument Air Address: C.R.300/ 6 & 24 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.1 Locations: -- Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. No. Assessor's Parcel No, BUILD PERMIT IT CARD Job Address Owner i.c._C.s", Contractor Setbacks: Front Scsi -341. - Date t`" 1� Address Phone abbe) Address Phone # Rear RH �.; INSPECTIONS -Pre.6711"'CU%ge Weatherproofing LH Zoning Soils Test Footing 1'2 - O Foundation Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping S/ NOTES Mechanical Electrical Rough (State) Electrical Final (State) Final -7--2--/V /Checklist Completed' Certificate Occupancy # Date Septic System # Date Final Other (continue on back) COUNTY OF 7,1ARFIELD m BUILDING DEPARTMENT E 108 8th St, Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at CO 78 0,00 Permit No. have this day inspected this structure and these premises and found the following corrections needed: /&v,-/-1 6fei 4/144 aio`t al( eyide aee /11-/Ud 121 ""(1‘. You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 20 Building Inspector Phone (970) 945-8212 Inspection Report Page 1 of 1 COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Date Received: 12-JUL-10 Permit Number: 689832 ContractorlHomeOwner: Address: Type of Inspection: Action: MURDOCK ELECTRIC INC 318 CR 300 Complete Final Accepted Comments or Corrections: No building permit card on site 1) 406.8(B)(1) WR Outlets Outlets installed in wet or damp locations 125- and 250 -volt nonlocking receptacles shall be listed weather -resistant type. 2) Installer on site making corrections Inspectors Name: Cyrus Tuchscher Phone Number: 970-625-5085 Date: 12-JUL-10 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St, Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 haps://wwww.dora. statc.co. us/p1s/rea1/Ep_ W eb_lnspecti on_GUL Process_Page 7/13/2010 THUNDER MOUNTAIN TESTING ®♦e 2973 F. Road ♦ Grand Junction, CO 81504 (970) 256-9965 / Cell (970) 210-7008 / FAX (970) 314-7067 Encanta Oil & Gas 2717 Cord 215, Suite 1000 Parachute, CO 81635 ATTN: Mr. Rick Barnett RE: Orchard Compressor Building CR 300 Parachute, Colorado Dear Mr. Barnett, December 17, 2009 Permit 4E9741 As requested, structural steel special inspection was conducted per the IBC 2003 Edition - Chapter 17: Structural Tests and Special Inspection and Garfield County requirements. 1 arrived on site at 9:00 AM. I met with you to review project requirements and high strength bolting specifications. The pre - manufactured metal building fabricator for this project is B & C Steel in Scottsbluff, Nebraska. The steel erector for this project is TPI Industrial in Grand Junction, Colorado. Visual inspection was conducted at the Roof Framing Plan level on the 5/8",'/4" & 1 1/4" ASTM A325 High Strength beam to beam, beam to column, and crane rail bolted connections. Project bolt tension requirements indicate "Turn-of—Nut" method as referenced in approved project drawings provided by & C Steel: Job No. 4477, Revision I dated 3/1/07: General Notes. As a minimum, 10% of all connections, but not less than two bolts per connection were inspected for proper bolt tension, .requirements . and match. marking techniques as stated in IBC requirements for periodic inspection: Table 1704.3, Item 2.b. Inspection was conducted at grid line A - D & 1 - 4. All bolted connections inspected were observed to be adequately tensioned to project requirements. Respectfully Submitted, co . Maxw 1 ICC Certified #0863569-S1 & S2 Thunder Mountain Testing fal KLEINEELDER An employee owned company May 20, 2005 File: 56972 Mr. Kevin Mahoney Samuel Engineering, Inc. 5775 DTC Boulevard, Suite 200 Englewood, Colorado 80111 Subject: Preliminary Results for Geotechnical Investigation Orchard Compressor Station Parachute, Colorado Dear Mr. Mahoney: As requested, Kleinfelder has initiated a geotechnical investigation for the proposed Orchard Compressor Station near Parachute, Colorado. At this time, we have completed the site investigation and laboratory work and are performing an engineering analysis and preparing the final report. We will provide a final geotechnical report summarizing the results of our subsurface exploration, laboratory testing and engineering analyses and presenting our conclusions and recommendations in the near future. This report provides our preliminary findings for site subsurface conditions. The information presented herein is preliminary and subject to modification based on our review of the laboratory testing results. Project Description We understand the compressor station will include three compressors housed within a pre-engineered building, two substations, and various tanks, transformers, generators, scrubbers, pumps, and pipe racks. The compressors will be skid -mounted with an overall footprint of 36 feet by 60 feet and weight of 563 kips. Field Exploration A field exploration performed on April 25 and 26, 2005, included drilling 11 exploratory borings to depths of 12 to 31 feet. The borings were drilled at or near the locations staked in the field and indicated on the site plan provided. The borings were advanced using a truck -mounted drilling rig equipped with 4 -inch continuous -flight, solid -stem auger. Drive samples 56972/DEN5R063 were obtained during exploration using a modified California DE el ;f"fLe May 20, 2005 Pagel of 3 Copyright 2005 Kleinfelder, inc. KLEI4vlfELDER 611 Cor o' e Circle, Suite C. Golden, Cot3tW)1 OCT 1 1 2005 >.3i -66O1 3fl ?:i7-G6O2. fax A ll�r LD CO�ni,n�U`�N�TY OUIL[.�iNG & PLANN!Nn sampler (2.5 -inch I.D.) driven into the strata, with blows from a 140 -pound hammer falling through a 30 -inch drop in accordance with locally recognized practices. The blows required to drive the sampler for 6 inches are recorded. This blow count is an indication of the relative density or consistency of the strata. Attached to this report are the preliminary boring Togs describing the subsurface conditions encountered. These logs are subject to change based on the results of our review of the laboratory testing. The lines defining boundaries between soil and bedrock types on the Togs are based on drill behavior and interpolation between samples, and are therefore approximate. Transition between soil and bedrock types may be abrupt or may be gradual. Subsurface Conditions The subsurface conditions encountered in our borings generally consisted of 7 to 15 feet of a sandy clay overlying 1/2 to 6 feet of sand with varying amounts of silt underlain by % to 16 feet of gravel. The subsurface soils were underlain by claystone bedrock in two of the borings. Due to the presence of large gravels and cobbles, auger refusal on these materials was encountered in the remaining borings. Groundwater was encountered at the time of drilling in most of the borings at depths of about 11 to 15 feet. The clay was sandy and stiff to hard in consistency based on penetration resistance tests. The clays had a low to moderate expansive potential based on laboratory results. The sands had varying amounts of silt and were loose to dense in relative density based on penetration resistance tests. The claystone bedrock encountered underlying the subsurface soils in two borings was hard in hardness. Preliminary laboratory test results are also attached to this report. Based on the results of our investigation, we believe the structures can be supported on a shallow foundation system. Engineering recommendations for structural design of the foundations and floor slabs will be provided in our forthcoming report. 56972/D N5R063 Page 2 of 3 May 20, 2005 Copyright 2005 Kleinfelder, Inc. KLEIN FELDER 61 1 Corporate Circle, Suite C, Golden. CO 8040113031 2.37-6601 13031237-6o02 fax The information in this report is preliminary and subject to modification based on our review. We appreciate this opportunity to be of service to you, and look forward to future endeavors. If you have any questions regarding this report or need additional information or services, please feel free to contact the undersigned in our Denver office. Respectfully submitted, KL INF LDER, INC. re A. Strickland, P. Senior Engineer JASIvr Enclosure 56972/DEN5R063 Page 3 of 3 May 20, 2005 Copyright 2005 Kteinfeider, Inc. ICI.-IN%ELDER 611 Corporate Circlo, Suite C, Golden, CO 80401 (3031 2.37-6601 13031217-6602 fax LEGEND OF SYMBOLS USED ON BORING LOGS LOG SYMBOLS ter 4,14. 1 BULK / GRAB SAMPLE MODIFIED CALIFORNIA SAMPLER (2.5 inch inside diameter) STANDARD PENETRATION SPLIT SPOON SAMPLER (2.0 -inch O.D. X 1.4 -inch I.D.) SHELBY TUBE (3 inch outside diameter) BDBGM SIZE CORE BARREL (1.65 -inch I.D.) BW44 SIZE CORE BARREL (L875 -inch I.D.) HQ -3 SIZE CORE BARREL (2.4 -inch I.D.) Y WATER LEVEL (level where fust encountered) WATER LEVEL (level after completion) GENERAL NOTES I. Lines separating strata on the logs represent approximate boundaries only. Actual transitions may be gradual. 2. No warranty is provided as to the continuity of soil or rock conditions between individual sample locations. 3. Logs represent general soil or rock conditions observed at the point of exploration on the date indicated. 4. In general, Unified Soil Classification designations presented on the logs were based on visual classification in the field and were modified where appropriate by visual classifications in the office, and/or laboratory gradation and index property testing. 5. NV No Value; NA = Not Analyzed; NP = No Plasticity 6. Exp = percent expansion under defined surcharge pressure. 7, Com - Percent compression under defined surcharge pressure. 8. 50/X indicates number of blows required to drive the indentified sampler X inches with a 140 lb hammer falling 30 inches. USCS SOIL SYMBOL DESCRIPTIONS '�•WELL-GRADED d GW GRAVELS, GRAVEL -SAND MIXTURES WITH LITTLE OR NO FINES (23° ) r, GP p POORLY -GRADED GRAVELS, GRAVEL -SAND MIXTURES WITH LITTLE OR NO FINES IlhGM SILTY GRAVELS, GRAVEL -SILT -SAND MIXTURES ,./.6.4.- GC CLAYEY GRAVELS, GRAVEL -SAND -CLAY MIXTURES ;•;•.• • WELL -GRADED SANDS, SAND -GRAVEL MIX -TURES WITH LITTLE OR NO FINES SP POORLY -GRADED SANDS, SAND -GRAVEL Iv1IXTURES WITH LITTLE OR NO FINES SM SILTY SANDS, SAND -GRAVEL -SILT MIXTURES SC CLAYEY SANDS, SAND -GRAVEL -CLAY MIXTURES ML INORGANIC SILTS & VERY FINE SANDS, SILTY OR CLAYEY FINE SANDS, CLAYEY SILTS WITH SLIGHT PLASTICITY CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS 1 1 1 I OL 1 ORGANIC SILTS & ORGANIC SILTY CLAYS OF LOW PLASTICITY MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS PINE SAND OR SILT CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS - CLAYSTONE :- -- INTERBEDDED SANDSTONE/CLAYSTONE 'err SANDSTONE t' • ~ _- I SILTSTONE etm :44,:: -- FILL Note: Fine grained soils that plot within the hatched area on the Plasticity Chart, and coarse grained soils with between 5% and 12% passing the No. 200 sieve require dual USCS symbols, ie., GW -GM, GP -GM, GW -GC, GP -GC, GC -GM, SW -SM, SP -SM, SW -SC, SP -SC, SC -SM. kg KLEINFELDER Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 BORING LOG LEGEND Orchard Compressor Station Copyright Klelnfeider, Inc. 2005 cc 0 cc0 O U' Date Started: 4/25/2005 Location: See boring location plan Groundwater (ft): Initial (!): 12.5 feet while drilling. Final (Q): 14.6 feet 4/26 after drilling. Date Completed: 4/25/2005 Drilling Company: Spectrum Exploration Equipment: CME -55 Logged By: A. Becker Hole Diameter On): 4 Drilling Method: Solid Flight Auger Hammer Type: Automatic Total Depth (ft): 31.0 a)c 0 a o. #I! Q Graphical Log MELD LABORATORY DESCRIPTION Sample interval Blow Counts per 6° Interval Sample Type Continuous Penetration Resistance Dry Density (pci) Moisture Content (%) Liquid Limit Plasticity index Passing #4Sievefkl__ Passing #200 Sieve (%) m 13 w o h--„ ,,,��� CLAY (CL): sandy, stiff to very stiff, moist, ^✓,%� dark reddish brown � ; — 5 -f /// it 26 MCAL 108 16.0 Ex = 3.5% R __.- 10 SAND (SM): silty, loose, moist, dark reddish brown, • t U MCAL 96 21.1 100 30 ' O� GRAVEL (GP): sandy, medium dense to ° very dense, wet _ o bCE 15 .O U o DC .O0 a aC 20 MCAL 121 6.4 . _ - 20 .O O ► C ,� OD\ 25 MCAL - = — ' 25 0 50/0 MCAL 0 6C .00 �°YC 50/0 MCAL - CiAYSTONE: sandy, very stiff, wet, grey 30 ; :, 26 MCAL 35 40 - 1 RI KLEINFELDER BORING LOG Orchard Compressor Station BORING TB '1 page 1 of 1 Drafted By: R. Reyes Date: 5/8/2005 Project Number; 56972 Copyright Kleintelaer, Inc. 2005 i3 0 0 N 0. C7 2 0 00 0 0 0 w 0 0 0fl 0 0 d a 0 tu0 ` 0_ a Date Started: 4/25/2005 Location: See boring location plan Groundwater (ft): Final (S?): 14,0 feet 4/26 after drilling. Date Completed: 4/25/2005 Drilling Company: Spectrum Exploration Equipment: CME -55 Logged By: A. Becker Hole Diameter (in): 4 Drilling Method: Solid Flight Auger Hammer Type: Automatic Total Depth (ft): 20.0 Elevation (feet) Depth (feet) Graphical Log FIELD LABORATORY DESCRIPTION 6 2.-ga Sample Type Continuous Penetration Resistance Dry Density (pef) Moisture Content (%) Liquid Limit Plasticity index Passing 54 Sieve°/ Passing #200 Sieve (%) M c E ua O G 0 I, mix. .0 y D t-- 52.,�` CLAY (CL): sandy, medium stiff to stiff, dry to moist, reddish brown i - -/ 1 10 16 MCAL99 6,6 = o Wss 0.576 h pH = 6.O units Res = 186 ohm,cm _ SAND (SM): silty, medium dense, moist, reddish brown 10 -MCAL 10-J - : - • ' • . SAND (SP): medium dense to dense, moist, light red il 50 111 7.6 - .F" _)c> U °00 D� GRAVEL (GP): sandy, medium dense to very dense, wet � - ] SO -1 .--.10 ',DO 20 bC o )opC 0 ° r"\`' 50/0 MCAL - — - - 25 - 30 35- 40 Refusal at 20 ft KLEINFELDER BORING LOG Orchard Compressor Station BORING TB2 Page 1 of f Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 Copyright Klelnteider, Inc. 2005 Date Started: 4/25/2005 Location: See boring location plan Groundwater (ft): Final (4): 11.0 feet 4/26 after drilling, Date Completed: 4/2612005 Drilling Company: Spectrum Exploration Equipment CME -55 Logged By: A. Becker Hole Diameter (in): 4 Drilling Method: Solid Flight Auger Hammer Type: Automatic Total Depth (ft): 12.0 Elevation (feet) Depth (feet) FIELD LABORATORY DESCRIPTION w Blow Counts per 6" Interval m Continuous Penetration Resistance Dry Density (pcf) Moisture Content (%) Liquid Limit Plasticity Index Passing 1#4 Sieve ffol Passing #200 Sieve (%) cg Z. to C7 m ill 4 Cre co I. 1_ E to N O t- ,���/ / //:- CLAY (CL): sandy, stiff to very stiff, moist, reddish brown / .e 12 19 MCAL 103 19.3 Ex = 3 % P 7 / _ _ 9 MCAL 10---J•' '.'.• SAND (SM): silty, stiff, moist, reddish brown 36 _ — Pte' IA. 15- 20- a 25 -, 30 - 35 - GRAVEL (GP): sandy, medium dense, wet / Refusal at 12 ft - _ --w In KLEINFELDER BORING LOG Orchard Compressor Station BORING 'TB 3 Page 1 of 1 Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 Coovricht Kleinfeldei. Inc. 2005 Location: Groundwater (ft): Drilling Company: Hole Diameter (in): Hammer Type: See boring location plan Date Started: Date Completed: Logged By: Total Depth (ft): 4/25/2005 No Free Groundwater Encountered 4/25/2005 Spectrum Exploration Equipment: Method: CME -55 A. Becker 4 Drilling Solid Flight Auger 12.5 Automatic Elevation (feet) ,Depth (feet) Graphical Log DESCRIPTION FIELD LABORATORY Sample interval Blow Counts per s" Interval m ra. i - m n. E m CO ;Continuous Penetration Resista nee Dry Density (pcf) Moisture Content (%) Liquid Limit 6 Passing T #4 Sieved41. Passing N #200_Sieve _(h) if) IS c m OI ^�'/�//�/ g -%���� CLAY (CL): sandy, stiff, moist, reddish brown 100 ' g,g 24 , ; - - 7_ MCAL i0 6 -)o :aa0 2"a DC - O a0 bC h el GRAVEL GP : sand medium dense moist - 15 -I -! 20 - 25 - _ 30- 35 - 40 Refusal at 12.5 ft i _ -, _ In KLEINFELDER BORING LOG Orchard Compressor Station BORING TB 4 Page 1 of 1 Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 Copyrigli Kieinfelder, Inc. 2005 Date Started: 4/25/2005 Location: See boring location pian Groundwater (ft): No Free Groundwater Encountered Date Completed: 4/2512005 Drilling Company: Spectrum Exploration Equipment: CME -55 Logged By: A. Becker Hole Diameter (in): 4 Drilling Method: Solid Flight Auger Hammer Type: Automatic Tota Depth (ft): 125 Elevation (feet) Depth (feet) Graphical Log FIELD LABORATORY DESCRIPTION Sample Interval Blow Counts per 6" Interval m Continuous 1 Penetration Resistance Dry Density (pc» Moisture Content (%) • • • • Liquid Limit Plasticity Index Passing #4 Sieve °/ Passing #200 Sieve (%) cs }- ID 0. 0) ..c (43 --.7 CLAY (CL): sandy, very stiff, moist, reddish brown / 9 MCAL 108 17.3 — 11 50/11 MGAL 10--•:::'.; SAND (SM): silty, medium dense to dense, moist, light red to relish brown 98 4.5 NV NP 10 --- GRAVEL (GP): sandy, medium dense, moist, various rock types - 15 20 - - 25 30 - 35 40- Refusal at 12.5 ft 1 ..-- —.. --- kr4 1 KLEINFELDER BORING LOG Orchard Compressor Station BORING TB 5 Page 1 of 1 Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 Coovriohl. Kleinfeider. Inc. 2005 Location: Groundwater (ft): Drilling Company: Hole Diameter (in): Hammer Type: See boring location plan Date Started: Date Completed: Logged By: Total Depth (ft): 4/2512005 4/25/2005 Final (Y): 13.5 feet 4/26 after drilling. A. Becker Spectrum Exploration Equipment: Method: CME -55 4 Drilling Solid Flight Auger 16.0 Automatic Elevation (feet) Depth (feet) Graphical Log DESCRIPTION FIELD LABORATORY m w c a) flE v) Blow Counts per 6" interval a) n. a.) Q U) Continuous Penetration Resistance Dry Density (pcf) Moisture Content (%) Liquid Limit Plasticity index Passing #4 SieveSy?1 Passing #200 Steve (%) y a) r�M 4...., CLAY (CL): sandy, stiff to hard, moist, reddish brown 103 111 1 16.1 15.5 I — Exp= 0.0% _ 9 16 MCAL • 50/10 MCAL to .4 ,.O 35-_,0 Q a SAND (SP): medium dense, moist, reddish i_ brown _ np (. a O hn GRAVEL (GP): sandy, medium dense, v moist to wet, various rock type 20 - 25- 30 - 35 - 40 Refusal at 16 ft 1 - J - IIIKLELNFELDER BORING LOG Orchard Compressor Station BORING TB 6 page 1 o1 1 Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 Copyright Klelnteider, Inc, 2005 Date Started: 4/25/2005 Location: See boring location plan Groundwater (ft): Final (?): 15.0 feet 4/26 after drilling. Date Completed: 412512€305 Drilling Company: Spectrum Exploration Equipment: CME -55 Logged By: A. Becker Hole Diameter (in): 4 Drilling Method: Solid Flight Auger Hammer Type: Automatic Total Depth (ft): 31.0 Elevation (feet) Depth (feet) FIELD LABORATORY cs DESCRIPTION Sample Interval Blow Counts per 6" Interval Sample Type Continuous Penetration Resistance Dry Density (pcl Moisture Content (%) Liquid Limit Plasticity Index Passing #4 Sieves%Z Passing #200 Sieve (%) -J Ti CJ U 2.c.r If,/ 0 i CLAY (CL): sandy, stiff to very stiff, moist, reddish brown l I - — - 10 MCAL 107 14.0 Exp = 1.9% O II9 10 MCAL 100 21.1 Exp = 2.4% - (!SD I5 (SP): loose, wet, dark brown 11 g3 36.6 _ — ' Q °wet, ob" 20 CYC o b" a n o b QQ 25 0 bC rad r 0 o pti c. 30 0b0 GRAVEL (GP): sandy, medium dense, va€ious rock type- .. — — - — .^- 35 49 Refusal at 31 ft 1 _ - In KLEINFELDER BORING LOG Orchard Compressor Station BORING TB 7 Page 1 of 1 Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 Copyright Kleinrelder, Inc. 2005 Location: Groundwater (ft): Drilling Company: Hole Diameter (in): Hammer Type: See boring location plan Date Started: Date Completed: Logged By: Total Depth (ft): 4/25/2005 4/2512005 Final (Q): 15.2 feet 4/26 after drilling. Spectrum Exploration Equipment: Method: CME -55 A. Becker 4 Drilling Solid Flight Auger 23,0 Automatic Elevation (feet) Depth (feet) Graphical Log DESCRIPTION FIELD LABORATORY 1Sample interval Blow Counts per 6" interval Sample Type Continuous Penetration Resistance Dry Density (poi) Moisture Content (%) Liquid Limit Plasticity Index Passing #4 SieveCa Passing #200 Sieve (%) N 0 CLAY (CL): sandy, very stiff, moist, reddish brown // , 109 100 16.0 22.7 7. = 2.6 F °/a Wss = 0.184 % pH = 8.0 units — • Res = 148 units __ _ _ - 0 hACAL 9 13 MCAL -'• I5 — SAND (SP): loose, wet reddish brown 3 MCAL ...0 20- GRAVEL (GP): sandy, medium dense, D ti l wet, various rock types 0 ID ��q dfl „1 25 - 30 - 35 - 4: Refusal at 23 ft t t , kg KLEINFELDER BORING LOG Orchard Compressor Station BORING TB 8 Page 1 of 1 Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 Copvtiaht KleinfeSder, Inc. 2005 0 C�? N Q. 1. d U7 CC 2 0 0 0 0 ti 0 UJ Date Started: 4/25/2005 Location: See boring location plan Date Completed: 4/25/2005 Groundwater (ft): Final (3): 13,0 feet 4/26 after drilling. Drilling Company: Spectrum Exploration Equipment: CME -55 Logged By: A. Becker Hole Diameter (in): 4 Drilling Method: Solid Flight Auger Hammer Type: Automatic Total Depth (ft): 14.0 Elevation (feet) Depth (feet) FIELD LABORATORY 0r DESCRIPTION Sample Interval Blow Counts per 6" Interval Sample Type Continuous Penetration Resistance Dry Density (pcf) T Moisture W Content (%) Liquid Limit Plasticity Index Passing Sieve% _ Passing #200 Sieve (%) 0 J L 2 01- f CLAY (CL): sandy, stiff to very stiff, moist, reddish brown 5 10 12 MCAL 102 16.8 _ ' !'! 8 MCAL 10--. ';'. ,: ,i SAND (SM): silty, medium dense, moist, reddish brown 11 101 10.8 24 4 ss - � ..l1n - GRAVEL (GP): sandy, medium dense, " N.. wet, various rock types 15 - 20 - 25- 30 - 4 35 - . 40 Refusal at 14 ft - 1 JJKLENFELDER BORING LOG Orchard Compressor Station BORING TB 9 Page 1 of 1 Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 Copyright Kleinfeltler, Inc, 2005 O N cv z 0 co co co coCCa 0 0 U cC0 0 v) it to Location: Groundwater (ft): Drilling Company: Hole Diameter (in): Hammer Type: See boring location plan Date Started: Date Completed: Logged By: Total Depth (ft): 4/25/2005 4/25/2005 Final (g): 14.5 feet 4/26 after drilling. A. Becker Spectrum Exploration Equipment: Method: CME -55 4 Drilling Solid Flight Auger 30.5 Automatic Elevation (feet) Depth (feet) Graphical Log DESCRIPTION FIELD LABORATORY Sample Interval Blow Counts per 6" interval mom.. E v) Continuous Penetration Resistance Dry Density (pct) Moisture Content (%) Liquid Limit Plasticity Index I I o ' 4 V mil 01'5 c'L. 1/ip c> 1 N min 0 5 10 15 � CLAY (CO: sandy, stiff to very stiff, moist, reddish brown 107 102 15.2 23.5 11 1111 SAND (SP): loose, wet, dark reddish brown 20 25 0 & , �S. o p� •0 . • 00,1 o I &/ Ob a .oma ed GRAVEL (GP): sandy, medium dense, wet, various rock types 30 35 4: ' =_r CLAYSTONE: bedrock, hard, slightly moist. grey IIIKLEtNFELDER 'BORING LOG Orchard Compressor Station BORING TB 10 Page 1 of 1 Drafted By: R. Reyes Date: 5/9/2005 Project Number: 56972 Copyright Kleinfetder, Inc. 2005 0) o. 0 0 0 u) uC O. O.V ccW 0 coU Date Started: 4/25/2005 Location: See boring location plan Date Completed: 4/25/2005 Groundwater (ft): Final (53): 14.0 feet 4/26 drilling. after Drilling Company: Spectrum Exploration Equipment: CME -55 Logged By: A. Becker Hole Diameter (in): 4 Drilling Method: Solid Flight Auger Hammer Type: Automatic Total Depth (ft): 18.0 FIELD LABORATORY 0 DESCRIPTION 'Sample interval • Blow Counts per 6' Interval I Sample Type Continuous Penetration Resistance Dry Density (pci) Moisture Content (%) Liquid Limit Plasticity index Passing Sieve °/n _ Passing #200 Sieve...(f/IL Elevation (fe Depth (feet) Graphical Lc d O if- .., f "%%� CLAY (CL): sandy, stiff to hard, moist, reddish brown —, J 4 14 29 MCAL 106 19.3 Exp = 44% — _ SAND dense, 10 , • (SM): silty, medium moist,— .: reddish brown 7 MCAs 99 101 100 47 15 MCAL 15---O4 °rock -op� GRAVEL (GP): sandy, dense, wet, various types 37 — 20 - 25 - 30 - 35 - 40 - .- - kg KLEINFELDER BORING LOG Orchard Compressor Station BORING TB 1 1 Page 1 of 1 Drafted By: R. Reyes Date: 5/9/2005 Project Number: 55972 Copyr4ght Klein folder, Too 2005 LEMENT (%) w V) 5 4 2 0 -2 -3 -4 -5 114 ate r dc ed 01 SOURCE: TB 1 At a depth of approximately 4.0 feet 1 STRESS (ksf) Before Total Unit Weight (pef) = 125.5 Moisture Content (%) = 16.0 Dry Unit Weight (pcf) = 108.1 10 After Akg a Drafted By: KLEIN FELDER R. Reyes Date: May, 2005 Copyright Rtonfetder, Inc. 2005 Project Number: 56972 SWELL/SETTLEMENT TEST Orchard Compressor Station Figure 0-1 SWELUSETTLEMENT (%) ART f DMfSSORSTATtONPPa �r9 5 4 3 2 1 0 -1 -2 -3 -4 -5 Wate rA dde d 01 SOURCE: TB 3 At a depth of approximately 4.0 feet 1 STRESS (ksf) Before Total Unit Weight (pcf) = 122.3 Moisture Content (%) = 19.3 Dry Unit Weight (pcf) = 102.5 10 After KLEINFELDER Drafted By: N. Date: R. Reyes May, 2005 Zopyrighl Kleinlelder, Inc. 2005 Project Number: 56972 SWELL/SETTLEMENT TEST Orchard Compressor Station F igure C--2 SWELL/SETTLEMVMENT (%) o. Q cc cc0 5 4 3 2 1 0 -1 -2 -3 -4 -5 Wat er Add ed 01 SOURCE: TB 6 At a depth of approximately 9.0 feet STRESS (ksf) Before Total Unit Weight (pcf) = 128.7 Moisture Content (%) = 15.5 Dry Unit Weight (pcf) = 111.5 10 After I I I KLEINFELDER 0 z Drafted By: Date: Copynght Kielrf€elder, R. Reyes May, 2005 Project Number: 56972 SWELL/SETTLEMENT TEST Orchard Compressor Station Figure C-3 c. 2005 5 4 3 2 -1 -2 -3 -4 -5 Water Add ed 01 SOURCE: TB 7 At a depth of approximately 4,0 feet 1 STRESS (ksf) Before Total Unit Weight (pcf) = 121.6 Moisture Content (%) = 14.0 Dry Unit Weight (pcf) = 106.7 10 After HIKLEINFELDER Drafted By: R. Reyes Date: May, 2005 CopyrighF K einfoitlor, )nc. 2005 Project Number: 56972 SWELL/SETTLEMENT TEST Orchard Compressor Station Figure C-4 SWELL/SETTLEMENT (% 5 4 3 2 1 0 -2 -3 -4 -5 Water Adde d 01 SOURCE: Tia 7 At a depth of approximately 9.0 feet 1 STRESS (ksf) Before Total Unit Weight (pct) = 121.7 Moisture Content (%) = 21.1 Dry Unlit Weight (pcf) = 100.5 10 After IIIKLEINFELDER Drafted By: Date: R. Reyes May, 2005 Project Number: 56972 SWELL/SETTLEMENT TEST Orchard Compressor Station Figure C-5 Ceovrio13t Kteinfelder, Inc. 2005 5 4 3 2 1 0 -1 -2 -3 -4 -5 Wat er Ad de d 01 SOURCE: TB 8 At a depth of approximately 4.0 feet • 1 STRESS (ksf) Before Total Unit Weight (pcf) = 126.1 Moisture Content (%) = 16.0 Dry Unit Weight (pcf) = 108.8 10 After IIIKLE1NFELDER IDrafted By: Date: R. Reyes May, 2005 Project Number: 56972 SWELL/SETTLEMENT TEST Orchard Compressor Station Figure C-6 Copyright Kleinfelder, Inc. 2005 SWELL/SETTLEMENT (%) 5 4 3 2 1 0• -2 -3 -4 W ate r Added -5 0 ! 1 10 SOURCE: TB 10 Ate depth of approximately 9.0 feet STRESS (ksf) Before Total Unit Weight (pct) = 125.7 Moisture Content (%) = 23.5 Dry Unit Weight (pcf) = 101.8 After IIIKLEINFELDER z Drafted By: c Date: Copyright Kleinfelder, Inc. 2005 R. Reyes May, 2005 Project Number: 56972 SWELL/SETTLEMENT TEST Orchard Corepressor Station Figure C-7 LL/SETTLEMENT (%) 5 4 3 2 1 0 -2 -3 -4 -5 • Water A d ded 01 SOURCE: TB 11 At a depth of approximately 4.0 feet 1 STRESS (ksf) Before Total Unit Weight (pcf) = 126.0 Moisture Content (%) = 19.3 Dry Unit Weight (pcf) = 105.6 10 After IIIKLELNFELDER 0 Drafted By: R. Reyes Date: May, 2005 opyngKle n—er, Inc. 2005 Project Number: 56972 SWELL/SETTLEMENT TEST Orchard Compressor Station Figure C-8 100 90 80 70 60 x,50 Z Pa U X40 Ci. 30 20 10 0 LEGEND • SIEVE SIZE 3" 1-112" 3/4" 318:" 44 48 #10 1 ] 1: 4 #16 #30 440 #50 4100 1/200 I I I I S 10 1 0 1 PARTICLE SIZE IN MILLIMETERS GRAVEL SAND Coarse Fine Coarse Medium Fine SOURCE DEPTH GRAVEL SAND FINES LL PI DESCRIPTION (.ft) (%) (%) (%) (%3 (%) TB 1 9.0 0 70 30 KLE1NFELDER SIEVE ANALYSIS Orchard Compressor Station Figure C-9 ! Drafted By: R. Reyes Date: May, 2005 Project Number: 56972 Copyright Kleinfelder, Inc. 2005 SIEVE SIZE 3" 1-1/2" 3/4" 3/8" #4 48 410 416 430 440 450 4100 4200 ' I I: , i i 1 I 1 loo 90 80 70 C7 60 rn co d c.„ 50 z Pa 0 w40 30 20 10 0 LEGEND • 10 1 01 PARTICLE SIZE IN MILLIMETERS GRAVEL SAND Coarse Fine Coarse Medium Fine SOURCE DEPTH GRAVEL SAND FINES LL PI DESCRIPTION (ft) (%) (%) (%) {%) (%) TB 5 9.0 0 90 10 NV NP POORLY GRADED SAND with SILT{SP-SM) IUKLEINFELDER SIEVE ANALYSIS Orchard Compressor Station Figure C-10 Drafted By: R. Reyes Date: May, 2005 Project Number: 56972 Copytight Kielnfelder, inc. 2005 100 90 80 70 C7 Z60 v7 d x,50 Z ua U W40 a 30 20 10 0 LEGEND • g SIEVE SIZE 3' 1-1/2" 3/4" 3/8? #4 #8 #10 I 1 ♦ i #16 430 #40 1150 1 1 #100 #200 I * .- 10 01 PARTICLE SIZE IN MILLIMETERS GRAVEL SAND Coarse Fine Coarse Medium Fine SOURCE DEPTH GRAVEL SAND FINES LL PI DESCRIPTION (ft) L � (%) (%) (%) (%) (A) TB 11 9.0 0 53 47 IIIKLEINFELDER SIEVE ANALYSIS Orchard Compressor Station Figure G-11 Drafted By: R. Reyes Date: May, 2005 Project Number: 56972 Copyright Kleinfelder, Inc. 2005 Samuel Engineering, Inc. We Provide Solutions 5775 DTC Boulevard, Suite 200 Tel: 303-714-4840 Englewood, Colorado 80111-3227 Pax: 720-482-8327 Orig./Lead Eng.: Project Engineer Approval: Project Manager Approval: Client Approval: CONSTRUCTION SPECIFICATION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE FOR EnCana Oil & Gas (USA) Inc. Orchard Compressor Station Project No.: 5023-01 Date Date Date Date Rev. No. By Revisions Approval Date 0 DB Issued for Construction OCT 1 12005 GARFI.ELD CQG:N; Y Engineering • Project Controls • Estimating • ConstrugtiirgliaeWit:iIPi ENCANA OIL & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.: 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 1 PART 1 - GENERAL LI SECTION INCLUDES A. The furnishing and installation of concrete and related work for all structures shown on the drawings issued by the Engineer. All work shall be in accordance with the drawings and this section. Any conflict between this section and supporting documents shall be resolved by the Engineer in writing. 1.2 RELATED SECTIONS A. Specification 03100 — Concrete Formwork 13. Specification 03200 — Concrete Reinforcement 1.3 REFERENCES A. ACI 301 B. ACI302 C. AC1304 Structural Concrete for Buildings Guide for Concrete Floor and Slab Construction Guide for Measuring, Mixing, Transporting and Placing Concrete D. ACI 305 Hot Weather Concreting E. ACI 306 Cold Weather Concreting F. ACI 308 Standard Practice for Curing Concrete G. ACI 309 Guide for Consolidation of Concrete H. ACI 318 Building Code Requirements for Reinforced Concrete I. ANSI/ASTM D994 Preformed Expansion Joint Filler for Concrete (Bituminous Type) J. ANSI/ASTM.Preformed Expanson Joint Filler for Concrete Paving and D1751 Structural Construction (Nonextruding and Resilient Bituminous Types) K. ANSI/ASTM Preformed Sponge Rubber, Cork and Recycled PVC D1752 Expansion Joint Fillers for Concrete Paving and Structural Construction L ASTM C31 Mixing and Curing Concrete Test Specimens in the Field M. ASTM C33 Concrete Aggregates I:tOrchard Unit Compressor Station1C100REV13503300Cast-in-PlaceConcrete.dx REVISION 0 $ Samuel Engineering, ine. we provide Solutions ENCANA OIL & GAS (USA) ORCHARD COMPRESSOR PROJECT NO.: 5023-01 INC. STATION CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 2 N. ASTM C39 O. ASTM C94 P. ASTM C109 Q. ASTM C150 R. ASTM C171 S. ASTM C172 T. ASTM C260 U. ASTM 0330 V. ASTM C494 W. ASTM C618 X. ASTM C684 1.4 SUBMITTALS A. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens Ready -Mixed Concrete Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2 in. or 50mm Cube Specimens) Portland Cement Sheet Materials for Curing Concrete Standard Practice for Sampling Freshly Mixed Concrete Air -Entraining Admixtures for Concrete Lightweight Aggregates for Structural Concrete Chemicals Admixtures for Concrete Coal Fly Ash and Raw or Calcinated Natural Poz7olan for Use in Concrete Standard Test Method for Making, Accelerated Curing, and Testing Concrete Compression Test Specimens Submit under provision of Specification 03200, Concrete Reinforcement. 1.5 PROJECT RECORD DOCUMENTS A. Keep accurate, up-to-date records of the concrete work (See items 1, 2, 3, 4, and 5 below). 1. Show details of each concrete pour on prints of general plan drawings marked. up with. construction joints, pour date and relevant specimen numbers. 2. Note the quantities and class of concrete for each section poured. 3. Keep available to the Engineer a record of concrete test results obtained in accordance with subsection 3.9 including compressive strength at 7 days and 28 days and slump measurement. 4. Submit copies of all test certificates to the Engineer within 7 days of the test being completed. 5. Accurately record actual locations of embedded utilities and components which are concealed from view. (:\Orchard Unit Compressor$tatianNOWOREVB103300Cast-in-PlaceConcsete.doc REVISION 0 SE Samuel Engineering, Inc. We provide Solutions ENCANA OIL & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.: 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 3 1.6 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301. B. Maintain one copy of contract documents including applicable codes, on site. C. Acquire cement and aggregate from same source for all work. D. Conform to ACI 305 when concreting during hot weather. E. Conform to ACI 306 when concreting during cold weather. 1.7 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of specifications to assure efficient and orderly sequence of concreting of interdependent construction elements. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS A. Cement: ASTM C150, Type II. Blended cement shall not be used. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and not detrimental to concrete. 2.2 ADMIXTURES A. Air Entraining Admixture: ASTM C260. B. The use of plasticizers or other additives/admixtures shall be at the discretion of the Engineer and only with his written approval. 2.3 ACCESSORIES A. Bonding Agent: The use shall be at the discretion of the Engineer and only with his written approval. 2.4 JOINT DEVICES AND FILLER MATERIALS A. Joint Filler: Premolded type of the thickness indicated, rigid cane fibreboard or cellular in nature and compatible with the joint sealant to be used. Asphalt impregnated or tar based joint fillers are not to be used. B. Joint Sealant: Shall be non -shrinking polysulfide or polyurethane, self -levelling for slabs, and non -sag for walls. l:1Orchard Unit Compressor StationlCIOOREV81033OOCast-in-PlaceConcrete.doo REVISION 0 Samuel Engineering, Inc. We Provwde Solo Jinn fi ENCANA OIL & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.: 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV, DATE: MAY 18, 2005 PAGE 4 2.5 CONCRETE MIX A. Mix concrete in accordance with ACI 304. B. Deliver concrete in accordance with ASTM C94. C. Delivery of concrete from distant batch plants shall be done on an advisory basis. Any ready -mixed concrete not placed within 60 minutes of the initial addition of water may be rejected by the Engineer. Concrete delivery shall be constant during a scheduled pour. Any interruptions to delivery may result in rejection by the Engineer of any part of the concrete and its removal carried out at the Contractor's expense. D. Provide concrete with the following properties: Min. 28 Day Compressive Usage Strength Reinforced and Plain Footings, Pedestals Walls, Columns and Beams Thin Structural slabs Slabs on Grade Lean Mix Concrete* 4000 psi Maximum Size Air Slump Aggregate Ent. 2 — 4 inches 314 inch 3 -- 5% 4000 psi 2 — 4 inches 3/4 inch 3 — 5% 4000 psi 4000 psi 1500 psi 1 — 3 inches 3/4 inch 3 — 5% 1 — 4 inches 1 inch 5 — 7% 1 --- 4 inches 1 inch 3 — 5% * Lean mix concrete as approved by the Engineer may be used for structural backfill and around buried pipework. E. Use accelerating admixtures in cold weather only when approved by the Engineer. Use of admixtures will not relax cold weather placement requirements. F. Use calcium chloride only when approved by the Engineer. G. Use set retarding admixtures during hot weather only when approved by the Engineer. H Add air entraining agent to normal weight concrete mix for work exposed to exterior as approved by the Engineer. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify site conditions — all excavation for foundations shall be true to line and level and shall conform to the dimensions as shown on the drawings. I:1Qrchard Unit Compressor StationlC'f(30REVB103300Cast-in-1'iaceConcrete.doc REVISION 0 $ Samuel Engineering, Inc. we Provide Solutions ENCANA OIL. & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.: 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 5 B. Verify requirements for concrete cover over reinforcement. C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 3.2 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying pre - approved bonding agent in accordance with manufacturer's instructions. B. In locations where new concrete is dowelled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non -shrink grout. 33 JOINTING OF CONCRETE A. A control joint plan shall be prepared by the Contractor for each area and shall be approved by the Engineer prior to the commencement of work in that area. B. The spacing of control joints in walls and slabs shall not exceed 25 feet maximum spacing. C. Recesses for control joint sealants shall be accurately formed and filled with the sealant nominated on the drawings in strict accordance with the manufacturer's recommendations. If curing compounds have been used on concrete any compound film on concrete faces where a sealant bond is required shall be cleaned off and removed to the satisfaction of the Engineer to provide clean fresh concrete surfaces for contact with sealant compounds. D. Where a construction joint is required by the Contractor, the Contractor shall obtain approval for the proposed location from the Engineer prior to pouring that portion of the work, and all costs for the approved joints shall be borne by the Contractor. E. Construction joints in slabs shall be positioned at the discretion of the Engineer, such that the maximum area poured at any one time is less than 600 ft2, rectangular in plan where possible and with no side greater than 3 times the other. F Construction joints shall be formed by inserting a temporary vertical stopping board against which concrete can be properly consolidated, and at the discretion of the Engineer, an arised edge shall be formed along the exposed edge to ensure a straight line joint on the finished surface. G. Exposed faces of all construction joints to be connected to new concrete shall be properly cleaned of all loose or deleterious material and roughened by air or water or wire brushing or mechanical abrading or chipping to show the tips of the coarse aggregate. If this is not possible, the previous work shall be bush hammered and cleaned to present a suitable surface to cast new work against. Reinforcement shall continue through construction joints. 1:1Q{chard Unit Compressor Station1C100REVB103340Cas1•in.PtaceConoaete.doc REVISION 0 SE Samuel Engineering, Inc. We areeekie Sofereeee ENCANA OIL & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.: 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 6 H. Immediately prior to casting new concrete, the exposed face of existing concrete shall be saturated with water, and left in a damp condition with no free water on the surface. Where a bonding agent is used, surface treatment shall be recommended by the manufacturer. Expansion joints in all concrete members in non-acid areas as specified on the drawings are to be constructed as indicated or approved. Expansion joint filler is to be of the premolded type of the thickness indicated, rigid cane fibreboard or cellular in nature and compatible with the joint sealant to be used. J. Expansion joints in all concrete members in acid areas as specified on the drawings are to be constructed as indicated or approved. After chemical resistant sealing system has been applied to the concrete and the sides of the joints, joints are to be sealed to a depth of 3/4 inch for joints 1/2 inch in width, and to a minimum depth of 1 inch for joints greater than 1/2 inch in width. The joint sealer is to be Protex Polyseal 9028 series or approved equivalent. The joint sealing compound is to be mixed and installed in strict accordance with the manufacturer's recommendations. 3.4 PLACING CONCRETE A. Place concrete in accordance with ACI 304. B. No concrete placement shall commence until all necessary equipment and manpower for placement, compaction, and finishing are at the location of the pour and in good condition. C. All work, stages of work, materials and processes, shall be made available for, and be subject to, the inspection and approval of the Engineer. D. The Contractor shall give a minimum of 24 hours notice to the Engineer and obtain his written consent before placing any concrete. E. Approval by the Engineer shall not relieve the Contractor of responsibility for the work. F. Ensure reinforcement, inserts, embedded parts, formed joint .fillers .are not disturbed during concrete placement. G. Moisten subgrade prior to placing concrete directly on subgrade. H. Consolidate concrete in accordance with ACI 309. I. Separate slabs on grade from vertical surfaces with 1/2 inch thick joint filler as specified on the drawings. J. Extend joint filler from bottom of slab to within 3/4 inch below finished slab surface. K. Place floors in a checkerboard pattern. L. Screed floors and slabs on grade level, maintaining surface flatness of maximum. 1/4 inch in 10 feet. I:lOrchard Unit Compressor Station1C100REV6103300Cast-in-PlaceConcrete.doc REVISION 0 SE Samuel Engineering, Inc. We Provide Salalbns ENCANA OIL. & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.. 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 7 M. No concrete shall be placed on frozen ground. 3.5 HOT AND COLD WEATHER CONCRETING A. Hot weather concreting practices shall be in accordance with ACI 305. Cold weather concreting practices shall be in accordance with ACI 306. B. The Contractor shall submit, for the Engineer's approval, details or proposed arrangements for the placing of all concrete where the temperature of the air surrounding concrete pours is in excess of 90°F or below 41°F. C. The temperature of the concrete at the time of delivery at the point of placement shall be kept within the range of 50°F to 90°F, unless otherwise approved by the Engineer. D. Concrete temperatures shall be recorded at the time of placing, as directed by the Engineer. E. For placement of concrete in ambient temperatures below 41°F, adequate protection of the concrete after placement shall be provided by covering, insulating and/or heating to maintain a minimum concrete temperature of 50°F for 72 hours after placing. F. For placement of concrete in ambient temperatures above 90°F, the Contractor shall ensure that the holding time in the transit mixer is kept to a minimum and the concrete is adequately cured, initially by fog sprays, and then water cured for 14 days. Incipient plastic shrinkage cracks shall be removed by revibration or reworking of the surface up to the time of initial set. 3.6 CONSOLIDATION OF CONCRETE A. All structural concrete shall be consolidated by vibration to a plan and in a manner approved by the Engineer. B. For work excluding slabs of thickness less than 6 inches, internal or external vibrators of appropriate size and of adequate number and power shall be used wherever .practical for consolidating to concrete, having regard to the size and spacing of reinforcement in the form. C. Internal or external vibrators may be supplemented by external form vibrators or vibrating screeds. D. Internal vibrators shall conform to the requirements in the Internal Vibrators for Various Applications Table. 1:1Orchard Unit Compressor Station1Ci00REV81033000ast-in-PiaceConcrete,doc REVISION 0 SE Samuel Engineering, Inc. We provide Scdtaions ENCANA OIL & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.: 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 8 Internal Vibrators for Various Applications Table Minimum Frequency Vibrations Per Minute * 10,000 9,000 8,000 7,000 ** 6,000 ** Diameter 3/4 — 1-1/2 inch 1-1/4 — 2 1/2 inch 3 — 6 inch Rate of Placing Per Vibrator 1 — 5 yd3/hr 3-10yd3/hr 6 — 20 yd3/hr 15 — 40 yd3/hr 25-50yd3/hr ** While immersed in concrete. These vibrators are recommended for use with low slump concrete containing maximum size aggregate of more than 1 -1/2 inches. E. Slabs of thickness less than 6 inches may be consolidated by means of approved vibrating screeds. F. Equipment used for vibration consolidation shall be kept in good working order at all times and there shall be adequate standby units available. 3.7 CONCRETE FINISHING A. General 1. The classes of finish and the requirements for finishing of concrete surfaces shall be as specified in this subsection or as indicated on the drawings. 2. Surface irregularities are classified as "abrupt" or "gradual." Offsets caused by displaced or misplaced form sheathing orlining or form sections, or by loose knots in forms or otherwise defective form lumber will be considered as abrupt irregularities, and will be tested by direct measurements. 3. All other irregularities will be considered as gradual irregularities, and will be tested by use of a template, consisting of a straightedge or the equivalent thereof for curved surfaces. 4. The length of the template will be 5 feet for testing of formed surfaces and 10 feet for testing of unformed surfaces. B. Formed Surfaces 1. The classes of finish for formed concrete surfaces are designated by use of Symbols F1, F2, F3 and F4 for standard finishes and BFT for the special finish. I:tOrchard Unit Compressor Stenon\C10OREVB1033DOCast-in-PlaceConcrete.doc REVISION SE Samuel Engineering, Inc. We Pnovfde SofuNons ENCANA OIL & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.: 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 9 2. No sack rubbing or sandblasting will be required on formed surfaces. 3. No grinding will be required on formed surfaces, other than that necessary for repair of surface imperfections. 4. The repair of defective concrete and filling of holes left by the removal of fasteners from the ends of tie rods and the specified curing shall be required for all classes of finish. C. Classes of Formed Surface Finishes 1. Finish F 1 applies to formed surfaces upon or against which fill material or concrete is to be placed. The surfaces require no treatment after form removal except for repair of defective concrete and filling of holes left by the removal of fasteners from the ends of tie rods and the specified curing. Correction of surface irregularities shall be required for depressions only and only for those which exceed 1 inch. 2. Finish F2 applies to all formed surfaces not permanently concealed by fill material or concrete, or not designated in the interior finish schedule, on the drawings, or in these specifications to receive Finishes F 1, F3 or F4, or Special Finish BFT. Surface irregularities shall not exceed 114 inch for abrupt irregularities and 1/2 inch for gradual irregularities. 3. Finish F3 applies to formed surfaces, the appearance of which is considered by the Engineer to be of special importance, such as surfaces of structures prominently exposed to public inspection. Surface irregularities shall not exceed 1/4 inch for gradual irregularities and 1/8 inch for abrupt irregularities, except that abrupt irregularities will not be permitted at construction joints. 4. Finish F4 applies to formed surfaces for which accurate alignment and evenness of surface are of paramount importance from the standpoint of setting equipment and maintenance of specified clearances. Abrupt irregularities shall not exceed 1/4 inch for irregularities parallel to the direction of flow, and 1/8 inch for irregularities not parallel to the direction of the flow. Gradual irregularities shall not exceed 1/4 inch. 5. Special Finish BFT applies to the formed surfaces designated on the architectural drawings or in the interior finish schedule to receive a board form texture finish. Except for the formed grooves, cone holes and the V- shaped fins, surface irregularities shall not exceed 1/4 inch for gradual irregularities and 1/8 inch for abrupt irregularities. Abrupt irregularities will not be permitted at construction joints. D. Upper Surface Finishes 1. Screeded finish is for surfaces of roads or of foundation beds, slabs and structural members to be covered by backfill, subsequent stages of construction, bonded concrete topping or cement mortar beds to receive pavings, and on exposed surfaces of paving where a superior finish is not required. The finished operations shall consist of levelling and screeding the concrete to produce a uniform, plain or ridged surface, with surplus SE Samuel Engineering, Inc. 1:10i -chard Unit Compressor Station1C100REVB103300Cast,ImPlaceConcrete.dac REVISION 0 W P hi SnitiVon$ ENCANA OIL & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.: 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 10 concrete being struck off by a straight edge immediately after consolidation. 2. Wood floated finish for surfaces of beds and slabs to receive mastic pavings or block or the pavings bedded in mastic and for exposed surfaces or pavings where a hard smooth steel trowelled surface is not required. Floating shall be carried out after the concrete has hardened sufficiently and may be by hand or machine. Care shall be taken that the concrete is worked no more than necessary to produce a uniform surface free from screed marks. 3. Steel trowel finish is a hard smooth steel trowelled finish for surfaces of concrete pavings, tops of walls, coping and other members exposed to weathering, surfaces of beds and slabs to receive thin flexible sheet, and tile paving bedded in adhesive, and seatings for bearing plates and the like where the metal is in direct contact with the concrete. Trowelling shall not commence until the moisture film has disappeared and the concrete has hardened sufficiently to prevent excess laitance from being worked to the surface. The surfaces shall be troweled under firm pressure and left free from trowel marks. 4. Broomed finish is a brushed finish for surfaces of pavings and slabs where specified. It shall be finished as specified for smooth steel trowelled finish, except that the hard steel trowelling shall be omitted. After the machine trowelling is completed, the surface shall be brushed with a fibre bristle brush or broom across the direction of traffic. E. Surface Hardeners 1. Hardeners, when required, shall be as specified on the drawings and applied to surfaces where indicated in the drawings, in accordance with the manufacturer's instructions. 3.8 CURING AND PROTECTION A. Immediately after placement, protect concrete from premature drying, excessively hot ,orcold . temperatures, and mechanical injury. 13. Maintain concrete with minimal moisture loss at relatively constant temperature for a period necessary for hydration of cement and hardening of concrete. C. Cure floor surfaces in accordance with ACI 308. D. Ponding: Maintain 100 percent coverage of water over floor slab areas continuously for 4 days. E. Spraying: Spray water over floor slab areas and maintain wet for 7 days. F Provided no additional concrete or finishes have to be applied to the cured surface, curing may be by spraying all surfaces with curing compound directly after screeding. :\Orchard Unit Compressor StationlC140RE=V610330000st-in-PiaceConcrete,doo REVISION 0 C) Samuel Engineering, inc. We ProWde SoIurior s ENCANA OIL & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.. 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 11 G. Only curing compounds approved by the Engineer may be used. Slabs must be covered with a membrane after finishing. H. Where additional concrete or non -compatible finish is required to be applied to the cured surface, water curing shall be used, or surfaces shall be wrapped with impervious plastic membrane. However, in the latter case, the enclosure must be completely sealed, on all sides, by plastic welding or clamping along edges. I. Waterproof paper and plastic film shall conform to ASTM C171. J. When the ambient temperature exceeds 90°F, the Contractor shall carry out curing after initial set by fog sprays, commence water curing as soon as it is practicable, and continue for 14 days. K. No curing compound shall be used in hot weather placement. L. Vertical surfaces shall be protected by impermeable shutter or membranes and shaded from the direct heat of the sun.' 3.9 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301. B. Provide free access to work and cooperate with appointed firm. C. Submit proposed mix design of each class of concrete to the Engineer for review prior to commencement of Work. D. Tests of cement and aggregates may be performed to ensure conformance with specified requirements. E. The Contractor shall be responsible for taking samples of the concrete and the testing of samples in accordance with ASTM C 172 at the frequencies specified in the table below. Each sample shall consist of four (4) test cylinders which shall be tested by a registered laboratory. - 1 at 7 days after placing of the concrete. — 2 at 28 days after placing of the concrete. — 1 spare Table of Concrete Sampling Frequencies Pour Size Number of Samples 1 cu. yd. to 10 cu. yd. 1 10 cu. yd. to 50 cu. yd. 2 (1st batch and 1 other) 50 cu. yd. to 100 cu. yd. 3 (1st batch and 2 others at random) For each additional 50 cu. yd. of pour, 1 additional sample shall be taken. SE Samuel Engineering, Inc. I:\Orchard Unit Compressor Station CiODREVBR03300Cast-in-PieceConcrete.doc REVISION 0 We Provide Soleeons ENCANA OIL & GAS (USA) INC. ORCHARD COMPRESSOR STATION PROJECT NO.: 5023-01 CONSTRUCTION SPECIFICATION 03300 CAST -IN-PLACE CONCRETE REV. DATE: MAY 18, 2005 PAGE 12 F. One additional test cylinder shall be taken during cold weather concreting, cured on job site under same conditions as the concrete it represents. G. One slump test shall be taken for each sample taken. 3.10 PATCHING A. Allow Engineer to inspect concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer upon discovery. C. Patch imperfections as directed in accordance with ACI 301. 3.11 TOLERANCES A. Tolerances for concrete work as built shall conform to ACI 117. 3.12 PAINTING AND PROTECTIVE COATINGS A. Painting, protective coating and surface preparation shall be carried out in accordance with Technical Specification Section 09900, Painting. 3.13 DEFECTIVE CONCRETE A. Defective Concrete: "Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Engineer. C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Engineer for each individual area. END 1:40rcharel Unit Compressor Station4C100REVF310330(}Cast-in-AlaceConcrete.doa REVISION! 0 $) Samuel Engineering, Inc, Wo Provide Solutions