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HomeMy WebLinkAboutApplication- PermitGarfield County Building & Sanitation Department 108 8rh Street, Suite #401 Glenwood Springs, Co, 81601 Office- 945-8212 Inspection Line- 384-5003 JobAddress C.,C d .. q J ik3 NO. 10516 Nature of Work Building Permit k 0 1- 0 - 17.5q Use of Building_Skil V`i k.AftMLC Owner Dqon Vto\L., Ccmpol:cht Contractor. :f� t cr. MACE Amount of Permit ` Date Clerk --s„ Lcr GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit No: :55C p Parcel/Schedule No: 117_ 061 - 0O. /37 Job Address: Zee. , T �+ 5 I R. SL +! / 1/' i r� +%s L /is T O F I /t2A( i -I 1.iT�E . el) O. N4) G — /�' hit, N1oz if +/ owe ('(1(s r 1 Lot No: Block No: ' ,ubd. / Exemption: ? Owner:/� I EXXnnl P%10arL_ C.02Ait4.T 0.,.) Address /,locsrr ITj- Ph: %•70. 263-270R' Wk Ph: 3 Contractor: i7 LorL• FEdJCE e. , Address: 6,2A0b ucVero/2 dt&c3. Ph: 970•24L/ -IV -7,5 Lie. No. 4 Atect/Engineer: / 197&Is agOtt/l Address: DF-Ahlek CO3o Ph: ;Gy/ - O3SS Lic. No. 5 Sq. Ft. of Building: Sq. Ft.of Lo ' � 14 -.--12-41-c c --(261.141 ' "_`--�1 Height: No. of Floors: 6 Use of Building: �'� 7 Describe Work: /��) r 1 .'LSIsrRL1 3r 2.00F`r, QF + u►.ynneer'r✓i . eiIA,.J LICK kNe-65 ? /h/GN Zo `u1AGK1N iil1.5 *2(4.))/4 8 Class of Work: ,E New ❑ Alteration i o Remove ❑ Addition LI Move 9 10 Garage: LI Single ❑ Double Carport: ❑ Single 0 Double o Driveway Permit U On -Site Sewage Disposal ❑ Site Plan 11 Valuation of Work: $ a t 3101 o Adjusted Valuations: S z. JO caf 12 Sp cial Conditions: pj orf ,f • _s 04 AilN JI A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOLATE LOCAL OF CONSTRUCTION. NOTICE ELECTRICAL PERMIT IS REQUIRED AND BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR IS NOT COMMENCED WITHLN 180 DAYS, OR WORK IS SUSPENDED OR ABANDONED OF 180 DAYS AT ANY TIME AFTER WORK IS CERTIFY THAT I HAVE READ AND EXAMINED AND KNOW THE SAME TO BE TRUE AND OF LAWS GOVERNING THIS TYPE OF WORK WFFHIN WHETHER SPECIFIED HEREIN OF A PERMIT DOES NOT PRESUME TO GIVE OR CANCEL THE PROVISIONS OF ANY OTHER LAW REGULATING CONSTRUCTION OR THE PERFORMANCE MUST BE�j CONSTRUCTION OR, IF FOR A COMMENCED. THIS CORRECT. ALL WILL BE OR NOT. THE AUTHORITY STATE OR j .\-7C--T___,.--> 1e�71 b'/ Plan Check Fee: 1 b Q Permit Fee: f 4$ 1 C Total Fee: Q C1j� [� vv [ Dated Permit OCC Group: Const. Type: P-4--e-e___ Zoning: Setbacks: Manu. Home: /� (/ j /02 Iy ISDS No. & Fee: SIG OWNER DA E 1 YY (C�_ ill -- as, ' /i- ' HLD D V . PLNG. V FT. APF' �V , •ArE APPROVAL/DATE 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 LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID 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 PERMT BASED UPON 'LANE, 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 THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDU[ JED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABL1TIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY 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 LNTEREST. plov,v Fee, CK� 3�s1 g SOG.3ci TIAL): I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INI The following items are required by Garfield County for a final inspection. 1. 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. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC 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; S. 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, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****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 occupang,IAsF and the issuance of a Certificate of Occupancy for the dwelling under building permit men Signature Date Bpapplicationoctober2006 VALUATION/FEE DETERMINATION Applicant Kscer v-., Subdivision Address t) ,x,4,6,.4- (23,1.x.,._.,, Li Lot/Block Date - ' e---6 1 Contractor --r- Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation v c+ Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation (-coo cuL puzi\AA,ii 77ci �S GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes,./ 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 .j 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes, 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? 2 Yes No Not necessary for this project .l 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes j No Not necessary for this project 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes No Not necessary for this project j 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes No Not necessary for this project J 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project J 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? ` Yes No Not necessary for this project J 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfild County)? Yes No Not necessary for this project J 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes No Not necessary for this project J 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes No Not necessary for this project J 13. Is the wind speed and exposure design included in the plan? Yes No Not necessary for this project J 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No Not necessary for this project J 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No Not necessary for this project J 3 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes No Not necessary for this project ,1 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project) 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes No Not necessary for this project 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 IBC or IRC? Yes No Not necessary for this project �l 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project 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 J 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes 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 'r 4 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 sexes? Yes No Not necessary for this project J 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project J 28. Have two (2) complete sets of construction drawings been submitted with the applic tion? Yes J No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes j 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 Resolution for setbacks. Yes �/ No 32. Do you understand that approval for design and/or construction changes are required prior t9 the 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 buildin permit? Yes No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and oc upancy of the building? Yes J 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 complywith the Uniform Codes? Yes No 5 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. \ j '(PS 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes ,I No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes J No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be requ�'red at time of inspection. Yes ,/ No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submitt, I of the building permit application? Your attention in this is appreciated. Yes '. No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ✓ No (Please check with the building department about this requirement) 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading ermit? Yes 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and specifications for the project. Yes No Not Necessary for this project I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. 6 Signature __f\S,A� Phone: Z S- C-33.--% (days); 5 M u (evenings) Date c J \)1�.—� Project Name: Project Address:'i2qS--WIT, ,s t 11), C7r610; Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm October 2006 7 Applicant PLAN REVIEW CHECKLIST tJ Date 5 ` Building Pik Engineered Foundation //tit__ _Driveway Permit urveved Site Plan /"J . Septic Permit and Setbacks Pi,/, Grade/Topography 30%© �.ttach Residential Plan Review List Minimum Application Questionnaire 1Subdivision Plat Notes Fire Department Review Valuation Determination/Fees V Red Line Plans/Stamps/Sticker it -)47... -Attach Conditions Application Signed 1. --'Plan Reviewer To Sign Application (/Parcel/Schedule No. /E-40_ 40# Snowload Letter- Manf. Hms. tlei, Soils Report GENERAL NOTES: Planning/Zonin Property Li Setbacks 30ft Strea r Setbacks Flood P1' in Buildin Height Zonin Sign -off Roar Impact Fees HSA/DRC Approval G ade/Topography 40% lanning Issues Subdivision Plat Notes No i N( Assessor's Parcel No 0-1---06I-C20- Date _Date BUILDING PERMIT CARD Job Address E��) Owner E 1<?& j 1\roUL Co �-> Contractor 1 9(e'r Address kr ilN Phone # Addres1{r t, C0 1 �`' jF'� s" c�� ���« � � Phone # c� � �" Setbacks: Front Rear RH LH Zoning Soils Test Footing Foundation Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping INSPECTIONS Weatherproofing Mechanical Electrical Rough (State) Electric I F'nal State) Final - -0 /Checklist Completed? Certificate Occupancy # Date Septic System # Date Final NOTES Other (continue on back) PROJECT NO. 61060.00 WILLIAMS PRODUCTION RMT SPECIFICATION NO. AGA -101 RABBIT BRUSH/WEBSTER HILL/CRAWFORD TRAIL SPECIFICATION NAME: CHAIN LINK FENCING & GATES GARFIELD COUNTY. CO TABLE OF CONTENTS 1.0 GENERAL 2.0 MATERIALS 3.0 EXECUTION (i:knW10604abbit bnishlatlspculaga-101 spc-rev AGA -10I spc-Rw 2.doc SECTION 2.0, TOC. PAGE ii 2duc) 9 -Feb -07 PROJECT NO. 61060.00 WILLIAMS PRODUCTION RMT SPECIFICATION NO. AGA -101 RABBIT BRUSH/WEBSTER HILL/CRAWFORD TRAIL SPECIFICATION NAME: CHAIN LINK FENCING & GATES GARFIELD COUNTY, CO 1.0 GENERAL 1.1 Scope This Specification is for the supply and installation of chain link fencing, manual and motor -operated ,x tes, and all accessories and controls. 1.2 Work Included 1.2.1 Seller shall furnish all labor, materials, tools, and equipment required for the Work as described in this Specification and the drawings, including, but not necessarily limited to, the following: 1.2.1.1 Chain link fabric. 1.2.1.2 Line posts, gate and terminal posts, barbed wire extension arms, three lines of barbed wire and top rails. 1.2.1.3 Tension wire, tie wires, stretcher bars, braces and accessories. 1.2.1.4 Manually operated personnel swing gates with associated hardware. 1.2.1.5 Motor -operated slide gate with associated hardware and controls. 1.2.1.6 Loop detectors for motor -operated gate. 1.2.1.7 Concrete for supporting -- fence posts. 1.2.2 Seller shall furnish any survey and layout work required to install fencing to the alignment and dimensions shown on the drawings. 1.2.3 Seller shall test and make any adjustments necessary to the gates for satisfactory operation. 1.3 Work by Others 1.3.1 Furnishing and installation of fence grounding equipment. 1.3.2 Power wiring to motor -operated fence control. 1.3.3 Concrete pavement at entry that contains loop detectors and key/card operator. (I, 1en\610601Rabbit BnuhlstlSpecs NAGA-101 spc-Rev 2.doc) AGA -101 spc-Rcv 2-doc SECT/0142.0, PAGE 1 9-Fsb-07 1.4 +Duality Assurance 1.4.1 Codes and Standards The latest edition (unless otherwise noted) and addenda of the following publications in effect on the date of Contract Award are a part of this Specification and, where referred to by title or by basic designation only, are applicable to the extent indicated by the specific reference: ASTM American Society for Testing and Materials OSHA Occupational Safety and Health Administration CLFM% Chain Link Fence Manufacturers Institute 1.5 Submittals 1.5.1 Product Data: Submit manufacturers technical data and installation instructions for fencing, gates, and hardware, including electrical and control requirements for motor and security control system. 2.0 MATERIALS 2.1 General 2.1.1 Height — To extend 8 feet above grade, with barbed wire on top. 2.1.2 Galvanizing — All materials shall be galvanized in accordance with the appropriate ASTM specification. 2.1.3 Size of gates shall be as indicated on the drawings. 2.2 Steel Fabric 2.2.1 No. 9 gage interwoven steel wires, 2" diamond mesh with both top and bottom selvages twisted tight. 2.2.2 Steel Fabric Finish Galvanized in accordance with ASTM A392, Class II, with not less than 2.0 ounces zinc per square foot of surface. 2.3 Steel Framework 2.3.1 General: Posts, rails and braces shall be galvanized steel pipe conforming to ASTM F1083 (Schedule 40) with coating conforming to ASTM 1043. Space posts ten feet on center, or less. (I.1.t6610601 abbit Bnes!0 l\Specs\AGA• 101 spo-Rev AGA -101 spc-Rev2,doc SECTION 2.0, PAGE 2 2.doc) 9-Fcb-07 m 2.3.2 Terminal posts: Terminal posts shall be placed at corners, pull posts and at abrupt changes in vertical and horizontal alignment. Minimum 2%: " diameter steel pipe. 2.3.3 Line Posts Minimum 2" diameter steel pipe. 2.3.4 Swing Gate Posts Sizes Single Gates Double Gates 2 '/z" diameter Up to 6 Feet Up to 12 Feet 3 ''/2" diameter Over 6 to 13 Feet Over 12-26 Feet 6" diameter Over 13 to 18 Feet Over 26-36 Feet 2.3.5 Top Rail Manufacturer's longest lengths with expansion sleeve type couplings, approximately 6" long for each joint. Use 11/4" diameter schedule 40 steel pipe. 2.3.6 Extension Arms Material — pressed steel, SAE 1025, for intermediate posts, Malleable iron per ASTM "Standard Specifications for malleable iron Castings", A47, for all other posts. Galvanizing per ASTM -A123. Arms shall be configured for three lines of barbed wire and provided with opening to receive top rail. Arm to extend at 45° angle outside of fence line. 2.3.7 Barbed Wire Material — Three lines of two strands of No. 12 'A" gage steel wire with 4 -point barbs of No. 14 steel wire gauge at 5" spacing, per ASTM "Standard Specifications for Zinc -Coated (Galvanized) Steel Barbed Wire", A121, coating Type Z. 2.3.8 Tension Wire 7 gage coated coil spring wire metal conforming to ASTM A824. Locate at bottom of fabric. 2.3.9 Fabric Ties, Bands or Clips Provide galvanized or aluminum alloy ties, bands or clips that meet the requirements of ASTM F-626. They shall be of adequate strength and in sufficient number for attaching fabric to all posts and top rails, and attaching the fabric and stretcher bars to posts. All ties, bands or clips shall be placed at a minimum of 15" spacing on posts and 24" spacing on top rail. (I-\ T 610605Rabbii Bnushls0Speca1/4AGA-101 spc-Rev AGA -101 rpc-Rcv 2.doc SECTION 2.0, PAGE 3 2.doc) 9-Fcb-07 m 2.3.10 Post Brace Assembly Manufacturer's standard adjustable brace at end and gate posts and at both sides of corner and pull posts, with horizontal brace located at mid -height of fabric. Use same material as top rail for brace, and truss to line posts with 0.375" diameter galvanized rod and adjustable tightener. 2.3.11 Tension Stretcher Bar One piece lengths equal to full height of fabric with minimum cross-section of 3/16" x 3/4". Provide one stretcher bar for each gate and end post, and 2 for each corner and pull post 2.3.12 Accessories Fence accessories shall conform to ASTM F626. Post caps, rail ends and barbed wire support anus shall be zinc -coated, steel, malleable iron, ductile iron or cast iron. Rail sleeves, wire ties and clips, clip bolts, nuts, brace bands, tension bands, reinforcing wire, and tension bars shall be zinc -coated, steel except that wire ties, clip bolts, and nuts may be of aluminum alloy_ 2.4 Gates 2.4.1 Swing gates and accessories shall conform to ASTM F900 and be of the materials specified for the fence. Each gate leaf shall be equipped with hinges structurally capable of supporting the leaf and allow gate to easily open and close without binding. Hinges shall allow the gate to swing a full 180 degrees without twisting or binding. Forked latch may be provided for the single gate less than 10 feet wide. Unless otherwise noted on the drawings, latch for double gate shall be the plunger bar type of full gate height and arranged to engage the center stop. The latch shall have provisions for padlocking. The locking device shall be constructed so that the center drop rod or plunger bar cannot be raised when locked. Keepers shall be provided for each gate leaf over 5 -feet wide. 2.4.2 Sliding gates and accessories shall conform to ASTM F1184 and be of the materials specified for the fence. Provide a single section, full width motor - operated cantilever gate. Provide safety guideposts and roller guards for cantilever slide gates using external rollers. 2.4.3 Fabricate perimeter frames of gates from metal and finish to match fence framework. Assemble gate frames by welding or with special fittings and rivets for rigid connections, providing security against removal or breakage of connections. Provide horizontal and vertical members to ensure proper gate operation and attachment of fabric, hardware and accessories. Space frame (1.1en161060ORabbit Brush\ pees1AGA-lO1 spc-Rcv AGA -101 spc-Rev 2.doc SECTION 2.0, PAGE 4 2.dce) 9•Feb.07 members a maximum of 8 feet apart, unless otherwise indicated. Perimeter frame shall be a minimum of 2" diameter steel pipe. 2.4A Provide same fabric as for fence, unless indicated otherwise. Install fabric with stretcher bars at vertical edges and at top and bottom edges. Attach stretcher bars to gate frame at not more than 15" O.C. 2.4.5 Install diagonal cross -bracing consisting of 318" diameter adjustable length truss rods on gates to ensure frame rigidity without sag or twist. 2.4.6 Provide barbed wire guard, similar to fence, at gate top. 2.4.7 With sliding gate, provide the following security and detection: 2.4.7.1 Keypad operated control station. 2.4.8 Motor -operated gates shall be provided with motor, motor starter and controls. 2.4.8.1 If three-phase motor is provided, it shall be rated 460 volts AC, 60 Hertz. 2.4.8.2 Motor starter shall include circuit breaker for short circuit protection; open and close contactors for controlling motor, control power transformer, and motor overload relays. 2.4.8.3 Reversing motor starters shall be electrically and mechanically interlocked to prevent simultaneously energizing both contactors. 2.4.8.4 The starter thermal overload relays shall be of the ambient temperature compensated, manually reset, bi-metallic or solid-state type. 2.4.8.5 The minimum interrupting rating shall be 42,000 amperes for 480 - volt AC starters. 2.4.8.6 Limit switches or other devices used to control gate travel shall be provided with spare switches for remote indication of gate position. 2.4.9 Motor -operated gate controls and provisions for terminating Owner's interconnecting wiring shall be located in a NEMA 3R or NEMA 4 outdoor enclosure. 2.4.9.1 Terminal blocks with screw-type terminals for insulated ring tongue or spade lugs shall be provided for terminating Owner's interconnecting wiring within the motor -operated gate control enclosure. 2.4.9.2 1 20 -volt terminals shall be sized for #10 AWG conductors. 480 -volt terminals shall be sized to receive #10 to #4 AWG conductors. {I:kn16106011PabilBnuh\sltiSpecAGA-I01 spc-Rev AGA -WI six -Rev -240c SECTION 2.0, PAGE 5 2 doc) 9-Feb,07 EU. 2.5 Concrete for Footings Provide concrete consisting of Portland Cement ASTM C150, aggregates ASTM C33, and clean water. Mix materials to obtain concrete with a minimum 28 -day compressive strength of 2500 psi using at least 4 sacks of cement per cubic yard; 1" maximum size aggregate maximum 3" slump and 2 percent to 4 percent entrained air. 3.0 EXECUTION 3.1 Fence Installation 3.1.1 Installation and erection shall be completed after fmal grading is completed, unless otherwise directed by Contractor. 3.1.2 Install fence and gates in conformance with ASTM F567 and CLFMI product manual. 3.1.3 Contractor will provide site clearing and grading with adequate clearance on both sides of the fence line. Contractor shall locate fence lines, gates, and terminal ports per the drawings. Contractor shall locate and avoid any underground utilities. 3.1.4 Excavation Drill or hand excavate (using post hole digger) holes for posts with a hole diameter four times the largest post cross-section and a minimum depth of 36 inches in firm, undisturbed or compacted soil. Swing gatepost holes shall be a minimum of 12 inches diameter and 36 -inch depth. Cantilever slide gate post holes shall be a minimum of 12 inches diameter and 42 inch depth. 3.1.5 Setting Posts Center and align posts in holes at least 3" above bottom of excavation. Place 2500 psi concrete around posts, and vibrate or tamp for consolidation. Set each post plumb, verify for vertical and top alignment, and hold in place during concrete placement and finishing. Extend concrete 2" above grade and trowel to a crown to shed water. 3.1.6 Top Rails Support top rail at each post, forming a continuous brace from end-to-end of each stretch of fence. Provide expansion couplings as recommended by fencing manufacturer. Securely fasten top rail to terminal post. 3.1.7 Brace Assemblies (I.kn161060512abl i1 BrushIstISpecs\AGA-101 spc-Rev AGA -10I sp -Rev 2.doc SECTION 2.0, PAGE 6 2.doc) 9 -Feb -07 Cl. Install braces so posts are plumb when diagonal rod is under proper tension. Diagonally brace all terminal posts. 3.1.8 Tension Wire Install tension wires taut and free of sag within 6 inches of the bottom of the fabric. Fasten fabric to tension wire using 24" spacing. 3.1.9 Fabric Leave approximately 2" between finish grade and bottom selvage, unless otherwise indicated. Pull fabric taut and tie to posts., rails, and tension wires. Install fabric on security side of fence, and anchor to framework so that fabric remains in tension after pulling force is released. 3.1.10 Stretcher Bars Thread through or clamp to fabric 4" on center and secure to posts with metal bands. 3.1.11 Barbed wire Install and pull barbed wire taut and free of sag. Firmly install in extension arm slots and secure by band to terminal ports. 3.1.12 Gates Install gates plumb, level, and secure for full opening without interference. Install ground -set items in concrete for anchorage. Adjust hardware for smooth operation and lubricate where necessary. 3.1.13 Tie Wires Use U-shaped wire, conforming to diameter of pipe to which attached, clasping pipe and fabric firmly with ends twisted at least 2 full turns. Bend ends of wire to minimize hazard to persons or clothing. Tie fabric to line posts, with wire tires spaced 12" O.C. Tie fabric to rails and braces, with wire ties spaced 24" O.C. Tie fabric to tension wires, with hog rings spaced 24" O.C. 3.1.14 Install nuts for tension bands and hardware bolts on side of fence opposite fabric side. Peen ends of bolts or score thread to prevent removal of nuts. 3.1.15 Security and detection Install keypad control station outside the gate in a position that will allow a driver to open the gate without leaving vehicle. Connect three -button remote control station to Contractor -supplied control (I:ke16106011(sbbhBrush101,SpediAGA-k01 spc-Rev AGA -101 spc-Rev2.doc SECTION 2.0, PAGE7 2 doc) 4-Fcb 07 d wiring. Install vehicle loop detector to close the gate for in -bound traffic, and to open and close the gate for outbound traffic. 3.2 Duality Control 3.2.1 Seller shall establish location and alignment of all fencing in the field as indicated in the drawings. Fencing shall be erected along straight lines, with posts plumb, securely set in the ground. Fabric shall be stretched tight and securely fastened to all posts. Electrically operated gate shall operate in a smooth and consistent manner. 3.2.2 Fence shall be within 1/4 inches from plumb and 1 inch from true position. 3.2.3 Contractor will witness test operation of completed gate and security loop detection system. (1.1en16I060\R boil Bnuhls0Spea1AGA-101 spc-Rev AGA -1.01 spc-Rev 2.doc SECTION 2.0, PAGE S 2.doc) 9 -Feb -07 TOLE OF CONTENTS Nlgnm.m o..o,ne41 d n• -a...aNFr.T.m --.,�P�a�Fn e,msT, _ dc,.•s.,•1. s4n]-:.-m�e.4.e..yl.sr v.m.sr. I.].m w esw.l Sx�ET]-b•e.R. O..w.. 131.14.3. NMI,„tele-L-e-w. 6e.1..P... 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MI ..11..MM. w4... mcoW..Cam. d4Nm,N. «ti.rci...un..... o .a.s...ago..,,....1..Im...=.10..44�..,•°".'m""..04 Williams PREPARED BY: CONSTRUCTION PLAN SET PROPOSED 24" BARGATH GATHERING PIPELINE TOWNSHIP 6 SOUTH, RANGE 94 & 95 WEST GARFIELD COUNTY, COLORADO FOR BARGATH, INC. % WILLIAMS PRODUCTION RMT COMPANY PARACHUTE, COLORADO .7RlFF1N & ASSOCIATES, INC. 33rr♦♦ T4f4Eurs��r��..nCLR7t202 ROCK SPRINGS, WY 62901 (967 9(T3426 LOCATION MAP ALIGNMENT SHEET NUMBER INDEX FZ VICINITY MAP .'1 ST as>miOM rgtdFrT•ONLY WiIllams ✓NRU/Ilf,..EFlacrwwlarr awxaseUT COTTl11nw0006 GUL®TO MIST= AUL COW.:: axnr n0 RlIILU6.1404.CITM•llllfMl rwnl Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query 1 Assessor Sales Search Clerk &Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Cornrnercial Improvement Detail Land Detail 1 Photographs Tax Area Account Number Parcel Number Mill Levy 046 R260377 240706100139 39.762 Owner Name and Mailing Address EXXON MOBIL CORPORATION ATTN: EXXON CO. U.S.A. PO BOX 53 HOUSTON, TX 77001-0053 Legal Description SECT,TWN,RNG:6-7-95 DESC: SEC 32 6-95 LYING NWLY OF 1-70 & ALL THAT PT. OF DESC: THE NW SEC 5 7-95 LYING NWLY OF 1-70 (332.69 AC) DESC: ALL THAT PT OF SESE SEC 31 6-95 E2NW & NE SEC 6 DESC: LYING NWLY OF 1-70 (250.08AC) SEC 6-7-95 ALL THAT DESC: PT OF THE NWSE, NESW LOT 6, LOT 10 LYING SELY OF DESC: WILCOX CANAL 7 NWLY OF 1-70 (65.39AC) SEC 7-7-95 DESC: LOT 3 LYING NWLY OF 1-70 (8.06AC) 7-96 SEC 12 DESC: E2E2NENE LYING NELY OF I-70 (5.935 AC) EXCEPT A TR DESC: CONT. .424 AC, ALSO EXCEPT 8.83 AC. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240706100139 5/14/2007 Parcel Detail Page 2 of 3 PRE:R260180 AND/THRU:& TO:R260172 PRE:R260341 SUC:R460007 BK:0606 PG:0626 BK:0558 PG:0258 BK:0553 PG:0055 BK:0439 PG:0489 BK:0374 11;G:0457 BK:1812 PG:767 RECPT:700545 BK:1780 PG:1 RECPT:694011 BK:1671 PG:480 RECPT:670536 BK:1642 PG:772 RECPT:664069 BK:1621 PG:885 RECPT:659631 BK:1555 PG:767 RECPT:645001 BK:1310 PG:686 RECPT:593430 BK:0656 PG:0720 Location Property Tax Valuation Information Physical Address: PARACHUTE Land: 3,670 Subdivision: Improvements: 0 0 Land Acres: 653.32 1,060 Land Sq Ft: 0 Section Township Range 6 7 95 Property Tax Valuation Information Sale Date: Sale Price: Basic Building Characteristics Number of Residential Actual Value Assessed Value Land: 3,670 1,060 Improvements: 0 0 Total: 3,670 1,060 Sale Date: Sale Price: Basic Building Characteristics Number of Residential Buildings: 0 Number of Comm/Ind 0 Buildings: No Building Records Found http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=240706100139 5/14/2007 Parcel Detail Page 3 of 3 Tax Information Tax Year Transaction Type Amount 2006 Tax Payment: First Half ($21.48) 2006 Tax Amount $42.96 2005 Tax Payment: Whole ($43.02) 2005 Tax Amount $43.02 2004 Tax Payment: Second Half ($24.61) 2004 Tax Payment: First Half ($24.61) 2004 Tax Amount $49.22 2003 Tax Payment: Second Half ($26.30) 2003 Tax Payment: First Half ($26.30) 2003 Tax Amount $52.60 2002 Tax Payment: Second Half ($25.06) 2002 Tax Payment: First Half ($25.06) 2002 Tax Amount $50.12 2001 Tax Payment: Second Half ($26.64) 2001 Tax Payment: First Half ($26.64) 2001 Tax Amount $53.28 2000 Tax Payment: Second Half ($32.72) 2000 Tax Payment: First Half ($32.72) 2000 Tax Amount $65.44 1999 Tax Payment: Whole ($51.26) 1999 Tax Amount $51.26 Top...o..Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page_ The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240706100139 5/14/2007