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Home My WebLink AboutApplication - Permiti Garfield County NO. 10509 · J Building & Sanitation Department · 1 108lfh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 Job Address 'Zxc:Y1 -~ £QnqeQL\ \JJ ~\~_"5 I - Nature of Work Building Permit 41 \3S:f1 \'\ ~O\J -CJM Use of Building C\o.D\'() t\ nl{. ~p\fl(JS Q \ h tq \f) Owner \}j · \= C'\CJ\Xq\rJ Contractor JO~,Ior~ · tl\DC 0::b Amount of Permit$ 1$E;q.l-5 Date_C'=:J.~--__:_\-:s=--cH-_____ _ clerk 1JtlJ tc~(' . . GARFIELD COUNTY BU ILDING PERM IT APPLICATION 10 8 8 "" Street , Suite 401, Gle nwood Springs, CO 81601 · Phone: 970-945-8212 I Fax: 970-3 8 4-3470 I Ins p ectio n Lin e: 9 70-3 84-5003 pXB. Parcel/Schedule N/ct\l r-d.\\--%-~:t_ Permit No: 2 3 4 5 6 7 8 9 10 Job Address: Use of Building: Garage: 0 0 0 Driveway Permit ~ress: Ph: ~~'>)"\Y"" ~~ Sq.~~~+~ Height: 0 Single Double 0 Addit ion 0 Move On-Sit e Sewage Disposal Carport: 0 Site Plan Lie. No . Lie. No. No. of F loors: 0 0 Single Doubl e 11 ValuationofWork: $ ~~,~~\) -~~ Adjusted Valuation~· to g 1 c5'V'O , d:) 12 Special Conditions: (] . ...._'<'o:>~\·<I."'c '\'J \tl )N ~&~~"'-~'"' ~ -\~l~\~~ ~.?\'\;~~~ ~ ... \~~ ~\\ ~~'J'o-~~~ \;)..')~~i>~\) '<-\~"'(\>\(' ~ \.6- ~--~--------------~N~O~T~lC~E~--------------------~~~~~~~------~-..P~e_r_m~it~F~e-e-:----------~~~~,~~~· A SEPARATE ELECTRICAL PERM I T IS REQUI RED AND MUST BE 7 1lf 7 ') ISSUED BY THE STATE OF COLORADO. f6'r THIS PERMIT BECOMES N!J I.I. AND VOin W WORK OR CO NSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I S COMMENCED. I HEREBY CERTI FY THAT I HAVE READ AND EXAMI NED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISI ONS OF LAWS GOVERNING TH IS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREI N OR NOT. THE GRANTING OF A PERMI T DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROV ISI ONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTI ON OR THE PERFORMANCE OF CONSTRUCTION. OCC Group : Zoning: AGREEMENT Dated Permit Issued: Const. Type : '{:-~ Setbacks: ISDS No. & Fee: PERMISSION IS HEREBY GRANTED TO TH E APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECI F I CATIONS SUBMITTED TO AND REVIEWED BY TH E BUI LDING DEPARTMENT. I N CONSIDERATION OF THE ISSSUANCE OF THI S PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WI TH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30 .28.20 1 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPI LED WITH IN THE LCOATION, ERECTI ON, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMI T MAY BE REVOKED BY NOTI CE FROM T H E COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTH ER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM TH EREAFTER REQUIRING THE CORRECTION OF ERRORS I N SAID PLANS, SPECIFICATIONS AND OTH ER DATA OR FROM PREVENTING BUI LDING OPERATI ON BEI NG CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURI SDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTI ONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEJYrANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFI ELD COUNTY FOR ERRORS, OM I SSI ONS OR DISCREPENCI ES. THE RESPONSI BILITY FOR THESE I TEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICI ALLY WITH TH E ARTI CTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST . PlQ V\ rj ree I H EREBI_1~KNOW LED,P~ THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): rn~ s-l t--o:t-~v.c.l~~v c K-s-1-S.3 b -~~-o=t- Jl S'OLI. Qq Ct. ~1-09 Jl)~Lj -~ 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; 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, 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 occupll{l~~lllld the issuance of a Certificate of Occupancy for the dwelling under building permit# l-~.-U-.1dv<-""'~'__._ +-__ Signature Bpapplicationoctober2006 Date VALUATION/FEE DETERMINATION Applicant __ &_C_a ...,..v....--r0:lor-\.....l..:-___ _ Addres s_..,LM=..a..,;b.....,b"'"'~;....J.J.-;'---...... 6 ..... rtM."""""'"....,fl ...... ~ __ Date __ ...:;:.o;;a..;-:;;;.....&2...::7~-;,lo"'""?-'------ Fi ni shed (L ivab le Area): Ma in Upp er Lowe r Oth e r B ase ment: To tal Sq uare Fee t Valuati o n Unfi ni shed Co nver sion of Unfini she d to Fi ni shed Plan C heck Fee for Co nversion Va lu atio n Garag:e: Valu ati o n Crawl Space: Va lu at ion Decks/Pati os: Cove red Va lu at ion Open Va lua ti on Tota l Va lua ti on Subdivis ion Lot/Block Contractor TA-'f \c:T\... +~" 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. 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, !PC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the fi'n I plat with the proposed structure located within the envelope. Yes.2_ __ 2. Does the site plan when applicable include the location of the !.S.O.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 stap1p on the design. Yes No Not necessary for this project_.,...},___ 3. Does the site plan indicate the location and direction of the State, County or private road acc:fing the property? Yes' 4. Is the !.S.O.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? 2 5. 6. 7. 8. 9. I 0. II. 12. 13. 14. 15. Yes __ _ No Not necessary for this project.J__ 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 onlyJ "Approval drawings only", "For permit issuance only" or similar language? Yes No__ Not necessary for this project. __ _ 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? j Yes No Not necessary for this project __ If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? j Yes__ No__ Not necessary for this project __ Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and ear~ Yes__ No__ Not necessary for project __ 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 projectL 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 Garfield County)? Yes__ No__ Not necessary for this project_L__ Do the plans include design loads as required for floor loads under the IBC or IRC? Yes__ No__ Not necessary for this project____,L__ Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? j Yes No Not necessary for this project __ Is the wind speed and exposure design included in the plan?J Yes__ No__ Not necessary for this project __ Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? J Yes__ No__ Not necessary for this project __ Does the building section drawing or other detail include the method of positive connection of all columns and beams? J Yes__ No__ Not necessary for this project __ 3 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 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 build)ng height maximum) Yes__ No__ Not necessary for this project_J __ 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 projectj___ Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? J Yes__ No__ Not necessary for this project __ 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 Not necessary for this project~ No Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? j Yes__ No__ Not necessary for this project __ 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? J Yes__ No__ Not necessary for this project __ Do the plans include a complete design for all mechanical systems planned for ~~~oo~iliis~iW~~ J Yes__ No Not necessary for this project_:. __ Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) j Yes__ No Not necessary for this project. __ _ Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? j Yes__ No__ Not necessary for this project __ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? J Yes__ No Not necessary for this project __ 4 26. 27. 28. 29. 30. 3!. 32. 33 .. 34. 35. 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__ Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project_}__ Have two (2) complete sets of construction drawings been submitted with the appli,tion? Yes No Have you designed or had this plan designed while considering building and other construction code requirements? Yes__ No__ Not necessary for this projectL_ Does the plan accurately indicate what you intend to construct and what will receive a final iJpection by the Garfield County Building Department? Yes No 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 .j No __ _ Do you understand that approval for design and/or construction changes are required prior) the implementation of these changes? Yes No ---- 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 buildJg permit? Yes No 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 ocs:upancy of the building? Yes ..) No ---- 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 comp) with the Uniform Codes? Yes No 5 36. 37. 38. 39. 40. 41. 42. 43. 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 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. \( ~ J j Are you aware that requesting inspections on work that is not ready or not accessible will yult in a $50.00 re-inspection fee? Yes No ______ __ Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes J No ______ __ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be requjred at time of inspection. Yes-./ No -------- Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to submitJal of the building permit application? Your attention in this is appreciated. Yes _j No ------- Do you know that the local fijr district may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes _,..J-7 __ _ Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and specifications for the project. J Yes No Not Necessary for this project--'--------- I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. 6 Signature~ (l~~ 'K><V Phone~/\)-~'-,__ ~:l ~\ (days); S._""-__c"'___-~.__ _____ ( evenings) Project Name:\,\,\,;\~"'~\\ ~"""'Q~~ "" S N~" <;;:·~" c_~ Project Address: S '10'""' \'\ .,(( ~""'JS <j '-\ \;'; :T"'s Note: Date 'f)~~ \~l 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 PL AN REV IE W CHEC KLI ST A pplica n t C. lo'-+"J"'- B uilding $n g in eered Foundation ~Driveway Permit _LSurveyed Site Pl an *Septic Permit and Setbacks -t4L-Gradeffopography 30 % *At tach Residential Pl an R ev iew List ----L,L'Minimurn Application Quest ionnaire ~Subd i v i s i on Plat Notes ~Fi re Department Review -t..L Valuati on Determination/Fees _tL_Red Lin e Plans/Stamps/Sticker ~tt ach Condition s ~Application Signed ~Jan Reviewer To Sign Application ~Parcel/S chedule No. L}A_ 4 0# Snow load Letter-Manf. Hms. 1./r Soil s Re port GENERAL NOTES: Date _~SL---=-'2 -="2~-_.;:c...=...~_L_ __ _ P la nning/Zoning __ Property Line Setbacks __ 30ft Stream Setbacks __ Flood Plain __ Building Height No. \0~ Assessor's Parcel No.~\ t"S-·d-. \ \~~"J, Date b-\:3-di-- BUILDING PERMIT CARD Job Address sec \tl-I;OVLq(9 QLl uJ-""" ( G ::s Owner .f!l! \~ · f" C\ \:) \£.\ 'v) Address f>Dz<6~G <-Vt IE' Phone # 6)..<)· CJ \ CJ't- Phone #ibql~1Y}"3 Contractor ~~I U \ · ttV\C . Address l?O< "'Z> l ZS Gl\ Setbacks: Front . Rear RH LH Zoning ___ _ (ir'o \ VJ t,\ V) '( ~ t>\flC(S (\ \ \j\ \C\ \-j Soils Test------------- Footing-------------- Foundation ___________ _ Grout __________________________ _ Underground Plumbing ___________ _ Rough Plumbing ----------Framing _____________ _ Insulation------------- Roofing-------------- Drywall -------------- Gas Piping------------ INSPECTIONS NOTES Weatherproofing----------------------- Mechanical ______ --=------------------- ' Electrical Rough (State)------------ Eiectrical.?inal (State) Final U-~-0 i$' /Checklist Completed? J97Vt Certificate Occupancy # ---------Date _______________________ _ Septic System # ------------------------- Date -------------------------Final _______________________ _ Other--------------- (continue on back) •' ' .. ·'·/ .\. _;~Mi RMlT . · GAVi\fLD ·· . •.. , cqtgRADD Date Issued .• b:.\:3:Q:f·.~ ... : .. ~n~d Area ........... ~ .............. ~Permit No .. .\Q.~.9.3 ............. · " ' <>;:;..:i.< : ~ .. ¥- . ,, ··i'i:((l~ AGREEMENT, In consideration oftb,~suim~.·of,.q,tis permit, the applicant hereby agrees to comply with aiL· laws and regulations:~ted to tll'e;?Jining, location; construction and erection of the proposed structure for which this permit i~'gf!anted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then he revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use C)').UV\ UV\'!. renee Address or Legal Description 'Set 11.1 • ~V\C~e 94 UJ -\6 S Owner UJ .r. c\outj\1 Contractor ICll/b' pc. Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing Driveway Foundation Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (b) State Inspector) Gas Piping Final I L -r~o'6 . 'fiJM Electric Rough (By State Inspector) Septic Final Framing Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE ~: -J i APPROVED'. Date6·l'3·o+ By FS~ IF PLACED UTSIDE-COVER WITH CLEAR PLASTIC ···.i;l···· .. ~, . ·-! . .-'"· ,. PBOIICJ' NO, 61061.10 --W!JIJMfS PltODUCDON RMT SPICIFICADQN NO. AGA-101 BABBIT BBUSH/WIBSTEB BQJICBAWfQRD TlWL SPICQJCAIJON NAMJ:: CHAIN LINK FENCING & GATES GARfOOD C0VNIY. CO 1.0 GENERAL 2.0 MATERIALS 3 .0 EXECUI'ION TABLE OF CONTENTS APPROVED SUBJECT TO M01ID 1Xl'Vl10~S a J:NSPteriONS GARFIELD COUNTY BlliLDING b!PARTM&N1~ l)at6;_?.l~ ty_d..k L ._ rtBLDl;Ql'Y NO IN8RC'nON W ... lnlfJlft'....- TIUil'~ ON 1111 pqt ., ~-~--~~-~~--·~ __ ··-·=-MI_-_• _______ ·~·----------~~~------------~·:M:~_m. . ._ ....... 101 ...... Uoc DCT10N 1.0. TOC, PNJE. i PROJECT NO. 61060.00 WILLIAMS PRODUcrtON RMT SPECIFICATION NO. AGA-101 RABBITBRUSH/WEBSTERHR.UCRAWFORDTRAIL SPECIFICATION NAME: CHAlN LINK FENCING & GATES GARFIELD COUNTY, CO 1.0 GENERAL This Specification is for the supply and installation of chain link fencing, manual and motor-operated gates, 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 1.2.1.2 1.2.1.3 1.2.1.4 1.2.1.5 1.2.1.6 1.2.1.7 Chain link fabric. Line posts, gate and tenninal posts, barbed wire extension arms, three lines of barbed wire and top rails. Tension wire, tie wires, stretcher bars, braces and accessories. Manually operated personnel swing gates with associated hardware. Motor-operated slide gate with associated hardware and controls. Loop detectors for motor-operated gate. 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 Fwnishing 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. (l:la'lii~~QA.IOI.-a.... l.doc) AGA-101ipt-ll"l.doc SECJ10N10, PAOli I 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 ofConlnlct 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 CLFMI Chain Link Fence Manufacturers Institute 1.5 Submittals 1.5 .I Product Data: 1.0 MA'I'ElUALS 2.1 General Submit manufacturers technical data and installation instructions for fencing, gates, and hardware, including electrical and control requirements for motor and security control system. 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 n, 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. m. 2.3.2 Terminal posts: Tenninal posts shall be placed at comers, pull posts and at abrupt changes in vertical and horizontal alignment. Minimum 2Y, " diameter steel pipe. 2.3.3 Line Posts 2.3.4 2.3.5 Minimum 2" diameter steel pipe. Swing Gate Posts Sizes Single Gates 2 ¥2" diameter Upto6Feet 3 W' diameter Over 6 to 13 Feet 6" diameter Over 13 to 18 Feet Top Rail Double Gates Up to 12Feet Over 12-26 Feet Over 26-36 Feet Manufacturer's longest lengths with expansion sleeve type couplings, approximately 6" long for each joint. Use I 'h" diameter schedule 40 steel pipe. 2.3 .6 Extension Arms Material -pressed steel, SAE I 025, for intermediate posts, Malleable iron per ASTM "Standard Specifications for malleable iron Castings", A47, for all other posts. Galvanizing per ASTM-A\23. 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 Y," 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", A\21, coating TypeZ. 2.3.8 Tension Wire 7 gage coated coil spring wire metal conforming to ASTM A824. Locate at bottom offabric. 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. O·\c:niA5t060\JtaltiiBnllllla'ISfi-\AGA-tOI ~PC-bY 2.duc:) 2.3.1 0 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 Teosion 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 2.4 Gates Feoce accessories shall conform to ASTM F626. Post caps, rail ends and barbed wire support arms shall he zinc..:oated, 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..:oated, steel except that wire ties, clip bolts, and nuts may be of aluminum alloy. 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 opeo 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 I 0 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. Keepera shall be provided for each gate leaf over 5-feet wide. 2.4.2 Sliding gates and accessories shall conform to ASTM Fll84 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 fmish to match fence fraroework. 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 (l.'a'.6106tJI.bWiit ..... ~lOI.,c-bY Uoe) AGA..-101 spc-ll.e.-l.b SliC110N2.0, PAGE4 members a maximum of 8 feet apart, unless otherwise indicated. Perimeter frame shall be a minimum of 2" diameter steel pipe. 2.4.4 Provide same fabric as for fence, Wlless 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 3/8" 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-<>perated 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-<>perated 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 2.4.9.2 (I:~IOISO'IRMbil Btwh~GA-IOiipC-lcw , .. , 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-<>perated gate control enclosure. 120-volt terminals shall be sized for #10 AWG conductors. 480-volt terminals shall be sized to receive #10 to #4 AWG conductors. AGA.-101 sp:·ln tdoc SECTION l.O, PAGE' m. 2.5 Concrete for Footings Provide concrete consisting of Portland Cement ASTM C\50, aggregates ASTM C33, and clean water. Mix materials to obtain concrete with a minimum 28-Gay compressive strength of 2500 psi using at least 4 sacks of cement per cubic yard; I" 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 final grading is completed, unless otherwise directed by Contractor. 3.1.2 Install fence and gates in confonnance 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, undislulbed 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 vibmte 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 mil at each post, forming a continuous blllce from end-to-end of each stretch of fence. Provide expansion couplings as recommended by fencing manufacturer. Securely fasten top mil to terminal post. 3.1.7 B111ee Assemblies AGA·IOI Jp:-lev 2.doe SI!CllON 2.0, PAGI! 6 m. btstall braces so posts are plumb when diagonal rod is under proper tension. Diagonally brace all tenninal posts. 3.1.8 Tension Wire btstall 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 fmish grade and bottom selvage, unless otherwise indicated. Pull fabric taut and tie to posts., rails, and tension wires. btstall 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 btstall 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 btstall gates plumb, level, and secure for full opening without interference. btstall 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 btstall nuts for tension bands and hardware bolts on side offence opposite fabric side. Peen ends of bolts or score thread to prevent removal of nuts. 3 .1.15 Security and detection btstall 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 (t.\ai .... I~~GA-IOI!!pO-b¥ 2.doc) AGA·IOI.,_.,..2.doc SECTION 2_0, PAGE. 7 ' ' 3.2 f wiring. IDstaU vehicle loop demctor to close the gate for in-bound traffic, and to open and close the gate for outbound traffic. <hj.utv Coo!ro! ! 3ll I ! ' ' I I I 3~.2 I 3.~.3 ! Seller sbaU establish location and aligmnent of aU fencing in the field as indicated in the drawings. Fencing shall be erected along straight lines, with posts plmnb, securely set in the ground. Fabric shaD be sbetcbed tight and securely fastened to all posts. Electrically operated gate shall operate in a smooth and coosistent manner. Fence shall be within 114 inches &om plumb and I inch fiom true position. Coolnclor will witness test operation of completed gate and security loop detection system. (l'!"'IIIM'."IOOIIf .. F:d: .. 'lUI __ .,.....101 ..... .... • Parcel Det;1il Page 1 of 5 Garfield County Assessor/Treasurer Parcel Detail Information Ass"ssm:!Ir"asJireri'rop~rty_Se<m:h I Assessor Subset Query I Assessor Sales Search Clerkc\LRecordeLReceP!ionSearch Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II I o19 II Account Number II Parcel Number II Mill Levy I R019007 II 21752I100022 II 44.803 I Owner Name and Mailing Address lcLOUGH, W.F. I IPOBOX 686 I IRIFLE, CO 8I650-0686 I Legal Description ISECT,TWN,RNG:21-6-94 DESC: NE, lsi/2NW, SW(l23.39AC), SE(86.45AC) N loF I-70 DESC: SEC. 10 Nl/2SE, SEC. III Sl/2NW,N1/2SW,SESW,DESC: SEC. 114 LOTS 1(40.29AC), 2(40.48AC), 13(39.44AC), DESC: 4(39.63AC), 15(39.94AC), 6(39.76AC), 7(40.53AC), IDESC: 8(40.34AC), 9(40.08AC), II0(40.06AC), I1(39.34AC), DESC: I12(39.39AC), 13(39.7IAC), II4(39.66), PT. OF SI/2SE DESC: N OF lr-70(46.3IAC), SEC. I5 LOTS I1(40.95AC), DESC: 2(40.86AC), 13(40.09AC), 4(40.0IAC), 5(39.97AC), IDESC: 6(40.05AC), 7(40.9IAC), I8(40.99AC), 9(40.96AC), DESC: I http://www .garcoact.com/assessor/parcel.asp?Parce1Number=2I7 52 II 00022 5/I7/2007 Parcel Detail Page 2 of 5 IJ0(40.25AC), 11(39.36AC), I12(39.05AC), 13(39.45AC) DESC: I14(39.78AC), 15(40.31AC), I16(40.61AC), SEC. 16 DESC: LOTS I1(40.82AC), 2(40.82AC), 3(40.73AC), I 16(40.63AC DESC: 7(40.90AC), 18(40.90AC), 9(39.50AC), 10(39.60AC) IDESC: 15(39.17AC), 16(39.09AC), ' ' !SEC 20 Sl/2NE Wl/2NW DESC ls1/2(319.60AC), SEC. 22 Nl/2Nl/2, ls112NW, & PT DESC: OF SW(18.84A) & ls112NE(37.41A) N OF I-70, SEC. 23 IDESC: PT OF Nl/2NW & NWNE(34.28AC) IN OF I-70, SEC. 29 PT DESC: OF IN112NE, NENW(35.22A)LYING N OF I-70 !EXCEPT 2 TR DESC: OF LAND IN SEC. 114 CONT.4.5A, EXCEPT TR IN SEC. 21 IDESC: CONT. 2.5AC, EXCEPT TR IN SEC 121 CONT. 2.5AC BK:0572 PG:0246 IBK:0559 PG:0378 BK:0553 PG:0886 IBK:0377 PG:0392 BK: 1862 PG:852 IRECPT:710968 BK:1802 PG:570 IRECPT:698402 BK: 1793 PG:608 IRECPT:696733 BK:1791 PG:774 IRECPT:696377 BK:1754 PG:416 IRECPT:688243 BK:1729 PG:455 I IRECPT:682977 BK: 1729 PG:452 IRECPT:682976 BK:1719 PG:965 IRECPT:680853 BK:1719 PG:962 IRECPT:680852 BK:1719 PG:943 IRECPT:680848 BK:1682 PG:626 IRECPT:673048 BK:1678 PG:721 IRECPT:672204 BK:1648 PG:412 IRECPT:665322 BK:1587 PG:436 IRECPT:652079 BK:1581 PG:188 IRECPT:650828 BK:1566 PG:557 IRECPT:647695 BK:1566 PG:556 IRECPT:647694 BK:1458 PG:753 http://www .garcoact.cornlassessor/parcel.asp?ParceiNumber=217 521100022 5/17/2007 Parcel Detail IIRECPT:625212 II Location I Physical Address: 1122539 HIGHWAY 6 & 24 RIFLE I Subdivision: I Land Acres: 113217.22 I Land Sq Ft: llo Section II Township II Range I 21 II 6 II 94 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 18,noll I Improvements: II 134,15011 I Total: II 152,26011 IIIF=======Sa=le=D=at~e: I .· Sale Price: I Basic Building Characteristics Number of Residential 1 Buildings: Number of Commllnd lo Buildings: Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: 112,508 5,2501 10,6801 15,9301 I ABSTRACT CODE: IIMANUFCTRD HOUSING-IMPS ARCHITECTURAL STYLE: IIMANUFACTURED EXTERIOR WALL: IIMASONITE ROOF COVER: llcoMP SHNGL ROOF STRUCTURE: IIGABLE INTERIOR WALL: !!DRYWALL FLOOR: llcARPET HEATING FUEL: IlGAS HEATING TYPE: IIFORCED AIR http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=217 521100022 Page 3 of 5 5/17/2007 Parcel Detail I STORIES: STORIES 1.0 I I BATHS: 2.2 I ROOMS: 6 I UNITS: 1 I BEDROOMS: I 3 I YEAR BUILT: 111998 I Tax Information Tax Year Transaction Type Amount I 2006 Tax Payment: Whole ($656.36)1 2006 Tax Amount $656.361 2005 Interest Payment ($19.78)1 2005 Interest Charge $19.781 2005 Tax Payment: Whole ($659.30)1 2005 Tax Amount $659.301 2004 Tax Payment: Whole ($880.24)1 2004 Tax Amount $880.241 2003 Tax Payment: Whole ($978.12)1 2003 Tax Amount II $978.121 2002 Tax Payment: Whole I ($971.80)1 2002 Tax Amount $971.801 2001 Interest Payment ($29.80)1 2001 Interest Charge I $29.801 2001 Tax Payment: Whole II ($993.32)1 2001 Tax Amount I $993.321 2000 Tax Payment: Whole ($310.26)1 2000 Tax Amount $310.261 1999 Tax Payment: Whole ($311.18)1 1999 Tax Amount $311.181 TopofP<lge Assessor Database Search Options I TreilsureLD<ltab<J>eSe<tl'chDptions Clerk & Recorder Database Search OJ2tions Garfield CO\lnty Home Page http://www .garcoact.cornlassessor/parcel.asp?ParcelNumber=217 521100022 Page 4 of 5 5117/2007