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Application - Permit
Garfield County No. I JOfol<iS ·1 Building & Sanitation Department • 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: Powerline Road, Rifle Locality: _ _ Powerline Professional Park Subd Amend -flg1 -Lot1 I 2177-113-01-001 Use of Building: storage -metal building Owner: Pattison, George Contractor: Owner Amount of Permit: $2,628.37 Date: GARFI E L D COU NTY BUILDI NG PERMIT A P P LI CATI O N 108 8 '" Street, Suite 401, Glenwood Springs, CO 816 01 Phone: 970·945-8212 I Fu:: 970-384-3470 I Inspection Line: 970·384-5003 2 3 4 5 fj 7 8 9 10 11 12 Permi t No : J ob Address: Lot No: u Garage: 1:1 0 S p ecia l Co n ditions: NOTI CE 1:1 00<0 Si n gle Do uble 0 A SEPARATE ELECTRICAL PERMIT I S REQUI RED AND MUST B E ISSUED BY THE STATE OF CO L ORADO. THI S PERM IT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I S NOT COMMENCED WlTHLN 180 DAYS , OR. IF C ONSTRUCTI ON OR WORK I S SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY T I ME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMI NED THI S APPLICATI ON AND KNOW TilE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERN I NG THI S TYPE O F WORK WI LL BE COMPLETED WITHIN WHETHER SPECIFI ED HEREI N OR NOT. THE GRANTI NG OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL TilE PROVISIONS OF ANY OTIIER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR T HE PERFORMANCE OFC~UCTI~O~N~·--======-~ Par cel /Sch edule No:~\ 1-1--\ (3-o I ~OC l On -Site Sewage Disposal Carpo r t: "'-. S ite Plan No. of Floors: 0 0 Sin gle Double Adju sted Va luation s: S P l a n Check Fee: 1 o'3~4Z Total Fee: ~~d-8' 31 ) OCC Group : 5-'2 Zoning: H om e: AGREEMENT Permit Fee: l~qz 4s-' Dated Pe r mit I ssu ed: Can s t. Type: Setback s: I S D S No . & Fee: PERMI SSI ON I S HEREBY GRANTED TO TilE APPLICANT A S OWNER COI'ITRACTOR AND/OR TilE AGENT OF TilE CONTRACTOR OR 0\VNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFI CATIONS SUBMI TTED TO AND REVIEWED BY Til E BUI LDI NG DEPARTMENT. IN CONSIDERATION OF THE I SSSUANCE OF TillS PERMIT. TilE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPfED BY GARFI ELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. TilE SIGNER FURTHER AGREES THAT I F THE ABOVE SAID ORDI NANCES ARE NOT FULLY COMPILED WITH I N THE LCOATION, ERECTI ON. CONSTRUCTION, AND USE OF' 11-IE ABOVE DESCRI BED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTI CE FROM THE COUNTY AND THAT THEN AND THERE I T SHALL BECOME NULL AND VOI D. THE I SSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVEI'IT THE BUJLDING OFFICIAL FROM TIIEREAFTER REQUI RING T HE CORRECTION OF ERRORS I N SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUI LDING OPERATION BEI NG CARRIED ON TIIEREUNDER WHEN I N V IOLATION OF THS CODE OR ANY OTH ER ORDI NANCE OR REGULATI ON OF Till S J URISDICTION. TilE REVIEW OF SUBMITTED PLANS AND SPECIFI CATIONS AND I NSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LlABLITI ES BY GARFI ELD COUNTY FOR ERRORS. OMISSI ONS OR DISCREPENCI ES . THE RESPONSI BILITY FOR THESE ITEMS,. AND I MPLEMENTATION DURING CONSTRUCTION RESTS SPECIFIClALLY WITH T H E ARTICTECT. DESIGNER. BUILDER. AND OWNER COMMENTS ARE INTEND ED TO BE CONSERVATIVE AND IN SUPPORT OF T HE OWNERS LNTEREST. 1--"20 -0 ~ I HEREBY A CKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (JNITIAL):cr-fr PlCQV\ Vfee Ct: 6"303 Jl)g 3 j5~ 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 CERTIF1CATE 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 occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit# _____ _ Signature Bpapplicationoctober2006 L l Date VALUATION/FEE DETERMINATION Applicant,_~Q.;..Jed:~...L.:;41~s~M~ ..... , __ _ '· Address, __ QL-'o~w~@?.:lii:I..::;.L::::~..: ... :.::L=-·.a::f?...,J~---- . Date ___ ___.fr~-..:...~1 L.a......;·...:t!>::...7..L..---- Finished (Livable Area): ·Subdivision Lot/Block Contractor PCMJeJZ-lt Ne_ p(Zc)~ Pk~ \ D~NU\..._ Main Upper . Lower Other 510fl~e fJO H61/r t:~JL l/E~ ·Basement: Total Square Feet ··Valuation Unfinished b r ~o k ~'~ ~y = ;)6 " ' 1 z . Convei·sion ofUnfinished to Finished · Pl an Check Fee for CO:nvei·sion Valuation :·Garage: . Valuation . Crawl Space: Valuation Decks/Patios: Covered Valuation Open · Valuation Total Valuation :26 6 11 z 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 pennit 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 pennit 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. I 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 V.:.. 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 stay 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 access!gg the property? Yes_~_ 2 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 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 ·3:--- 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 ~ 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 desig~~ 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? 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 earth? 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 project~ Do the plans include design loads as required under the IBC or IRC for roof snowlpZs, (a minimum of 40 pounds per square foot in Garfield County)? Yes No__ Not necessary for this project __ Do thvlans include design loads as required for floor loads under the IBC or IRC? Yes~ No__ Not necessary for this project __ Does the plan include a building section drawing indicating foundation, wall, floor, and roof !J_struction? Yes No__ Not necessary for this project __ Is the tnd speed and exposure design included in the plan? Yes No__ Not necessary for this project __ Does the building section drawing include size and spacing of floor joists, wall studs, ceiling jpists, roof rafters or joists or trusses? Yes_~_ No__ Not necessary for this project __ 3 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. Does the building section drawing or other detail include the method of positive connq:pon of all columns and beams? Yes~ No__ Not necessary for this project __ 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 toy_f a flat roof? (Check applicable zone district for building height maximum) Yes No__ Not necessary for this project __ 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 projectb Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the me or IRC? · kl' 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 requi\e;nents of the IBC or IRC? Yes__ No__ Not necessary for this project~ Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? '\.L 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? V Yes__ No__ Not necessary for this project~ Do the plans include a complete design for all mechanical systems planned for installation in this building? '\} Yes__ No Not necessary for this proj~ct_!........:'f'....'- Have all areas in the building been accurately identified for the intended use? (Occ~nncy as identified in the me Chapter 3) Yes~ No__ Not necessary for this project __ _ Does the plan indicate the quantity, form, use and storage of any hazardous materials that may ¥: in use in this building? Yes No__ Not necessary for this project __ 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? \0 Yes__ No__ Not necessary for this project_r--_ 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~ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? a/ Yes__ No__ Not necessary for this project_b,__ 28. Have two (2) complete sets of construction drawings been submitted with the appl~ion? Yes No __ 29. Have you designed or had this plan designed while considering building and other const~tion 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? YesJ:f,:._ No __ 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zonin!\ Jtesolution for setbacks. Yes~ No. __ _ 32. Do you understand that approval for design and/or construction changes are required ~tp 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 buildi\9"Permit? Yes-t>--. 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 oy;:ancyof the building? Yes No __ 5 35. 36. 37. 38. 39. 40. 41. 42. 43. 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 with ~~ Uniform Codes? Yes___,._ No __ 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. Are you aware that requesting inspections on work that is not ready or not accessible will r~ylt 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 Depart~t at 625-8601. Yes~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 reqvd 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 submittf the building permit application? Your attention in this is appreciated. Yes No ___ _ Do you know that the local fire~strict 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 p~r;nit? Yes --~'---=:.._- 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. V Yes No Not Necessary for this project ----<b,--"",-- 6 I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. e:tlire u C£!Q£ Date Phone: f ~ f'fg"5Ff!cdays); q7a 'f'ltf ·-5gj_j (evenings) ProjectName: tv\A Ptttfi fi:J r'.( w~ Project Address: to\),Jf'rL\;\/1 e s Q . '\?._ \ ~ \.G Note: If you answered "No" on any of these quest ions yo u may b e re quired to provide thi s information at the reques t of the Building Official prior to beginning th e plan r ev iew process. Delays in i ss uing th e permit are to b e expected. Work may n ot proceed without the i ssuance of the pe rmit. *If you h ave answered "Not neces sary for thi s proj ect " on any of th e qu es ti ons and it is determined by the Building Official that the information is necessary to review th e appli cati o n and pl a ns to determine minimum compliance with th e adopte d codes, please expect the fo ll owing: A. Th e application may be placed behind more recent application s for building permits in th e review process and not reviewed until required informati on ha s been provided and the applicati on rotates agai n t o first position for revi ew. B. Delay in is suance of the permit. C. D elay in proceeding with con stru ction. *If you answered "No" to thi s questi on th e circumstances d escrib ed in the ques tion co uld result in a "Stop Work Order" b ein g i ssu ed or a "Certificate of Occupancy" not being i ssued. Bpcomm April 2006 7 PLAN REVIEW CHECKLIST Applicant Qrrt\, Stn Date ~ ... I b ~ oj Building __L'Engineered Foundation *Driveway Permit J;:Xo..S +"\.{_. V . Surveyed Site Plan 4septic Permit and Setback s f'{;t_ Grade/Topography 30% ~Attach Residential Plan Review List / Minimum Application Que stionnaire ~Subdivision Plat Notes JdLL_Fire Department Review ~Valuation Determination/Fees ---tiRed Line Plans/Stamp s/Sticker ~Attach Conditions ~Application Sign ed J Plan Reviewer To Sign Applicati on LParcel/Schedule No. ,0# Snowload Letter-Manf. Hms . Soils Report GENERAL NOTES: yanning/Zoni ng _L~perty Line Setbacks ~Oft Stream Setbacks --. __6ood Plain ~ilding Height ~ing Sign -off - ~ad Impact Fees ~OAJDRC Approval _£-deffopograph y 40 % ~ning Iss ues __ Subdivis ion Plat Notes TRANSWESTERN RESOURCES INC & GEORGE PATTISON 504 460 7307 FAX 504 467 0077 POB 842 RIFLE CO 81650 EMAIL PHOENIXXES@AOL.COM A JOINT VENTURE LOT 1 POWERLINE PROFESSIONAL PARK MINI WAREHOUSE PROJECT 05 21 2007 GARFIELD COUNTY BUILDING & PLANNING DEPARTMENT ATT:ANDY SCHWALLER CHIEF BUILDING OFFICIAL SUBJECT: BUILDING PERMIT APPLICATION DEAR MR SCHWALLER MR TRAY ANTHONY IS AUTHORIZED TO SUBMIT AND SIGN ANY AND ALL FORMS AND APPLICATIONS PERTAINING TO THE SUBMITTAL. HE WILL BE OUR REPRESENTATIVE TO THE BUILDING DEPARTMENT. BEST WISHES TRANI.TERN RESOURCES . ' ·t(L_ J?ROERTKLEIN VP GEO GEPAffiSON Garfield County BUILDING & PLANNING DEPARTMENT Date: January 14 , 2009 To: Transwestern Resources Inc PO Box 7034 )nowmass Village, CO 8161 1 Dear Permit Holder, Please refer to your building permit number 10618 RECEIVED JAN 2 1 2009 GARFIELD COUNTY BUILDING & PLANNING , issued 8/31/2007 A routine review of our open bu ild ing permits indicates that we have not rece ived a request for an inspection on this permit since 10/12/2007 Please be advised that building permits expire, per Uniform Building Code, section 1 06.4.4 and International Code Section 105.5" Every permit issued by the building official under the provisions of this code shall e xpire by limitation and become null and void if the build i ng or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the build ing or work authorized by such permit is suspended or abandoned at any time after the work has commenced for a period of 180 days . Before such work can be recommenced, a new permit shall first be obta ined to do so, and the fee therefore shall be one half the amount requ ired for a new permit for such work, provided no change have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action or a permit after expiration, the permittee shall pay a new full permit fee." Please contact this office at your very earliest convenience , in writing , to advise us about the status of your permitted work. If you have not responded within thirty (30) days from the receipt of this notice the permit will be closed and a permanent notation will be placed in the property records at the County Clerk and Recorders office that indicates that the work permitted per Colorado Revised Statues 30-28-205 & 210, was not inspected, is not approved and the building or area is illegal to occupy and is subject to legal abatement action. Thank you for your cooperation . Sincerely, //~ M < JimWilson v~ ~ Building Inspector 108 Eighth Stree t, Su ite 401 • Glenwood Springs , CO 81601 (97 0) 945-82 12 • (970) 285 -7972 • Fax : (97 0) 384 -34 70 DRA7NAGE REPORT LOTJ POWERLINE PROFESSIONAL PARK GARFIELD COUNTY, COLORADO PREPARED FOR: Western Slope Development P.O. Box 842 Rifle, CO 81650 P REPARED BY: High Country E ngineerin g, Inc. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 8160 l (970) 945-8676 May ll, 2007 repared by: Roger Neal, P.E. Principal Colorado Regi stered Professional Engineer No . 29975 TABLE OF CONTENTS SECTION I. Introduction 3 II. Hydrology 3 III. Existing Conditions 3 IV. Proposed Conditions 3 VII. Summary 4 VIII. References 5 Appendix A. Drainage Calculations Exhibits I. Vicinity Map (8 Yz" x 11 ") 2. SCS Soils Map (8 Yz" x II") 3. Existing Drainage Conditions (24"x36") 4. Proposed Drainage Conditions (24"x36") Page 2 I. Introduction The Powerline Professional Park Lot 1 is located just east of the City of Rifle off of US Highway 6 & 24 on a parcel ofland situated in Section II, Township 6 South, Range 93 West ofthe 61h P.M. Lot 1 of the professional park is located at the north end ofPowerline Road. A Vicinity Map has been included as Exhibit 1 at the end of this report. II. Hydrology The hydrologic methods for this study are outlined in the Soil Conservation Service (SCS) publication "Procedures for Determining Peak Flows in Colorado" (1980) and the computer program AutoCAD HydrologyTR-55 Tabular Method. Peak flows in this area will be rainfall derived. Within the area of study, the soil type as defined by the United States Department of Agriculture Soil Conservation Service (SCS) in cooperation with Colorado Agricultural Experiment Station is Kim Loam and identified by the SCS as with a map ID of 40. Kim Loam is part of the Hydrologic Soils Group B. Additional soils information can be seen as Exhibit 2 at the end of this report. The rainfall amounts were obtained using the Precipitation-Frequency Atlas of the Western United States published By the National Oceanic and Atmospheric Administration (NOAA). Using this atlas the precipitation corresponding to the 2-yr, 24 hr storm event is 1.0 inches; the 25-yr, 24-hr storm event is 2.0 inches; and the 100-yr, 24-hr storm event produces 2.4 inches of precipitation. III. Existing Conditions The existing condition on Lot I is vacant land with native vegetation. The existing drainage basin used for calculations consists of the property boundary with the exclusion of the portion of the parcel located within Powerline Road. This area was excluded since it was accounted for in a previous drainage report by High Country Engineering, Inc. dated September 21, 1999 that designed for the improvements related to the construction ofPowerline Road. All offsite flows (relative to Lot I) were omitted from this study as there will be a drainage channel adjacent to the property line that will capture any offsite runoff and convey the water around the lot and discharge it to historic conditions (relative to the Professional Park development). The onsite native conditions results in a Curve Number (CN) of 69 and a Time of Concentration (Tc) of 64.98 minutes. As a result, the estimated runoff for the 25-yr, 24 hr storm is 0.20 cfs and 0.42 cfs for the I 00-yr, 24-hr storm. Complete drainage calculations are included in the Appendix. IV. Proposed Conditions The proposed development on Lot 1 includes the installation of seven mini storage buildings and a gravel driving area. The mini storage buildings will have gravel parking areas around Page 3 them and they will be accessed by a gravel driveway from the east property line from Powerline Road. Onsite grading will consist of the addition of a drainage channel along the northern lot line that will capture the offsite drainage from the lots to the north and the northern gravel driving lane. The channel will convey the runoff along the northern lot line, west to the western property line then south to the proposed detention pond and drywell. The majority of the site will sheet flow south to the proposed detention pond. The runoff from the mini storage buildings will drain to the centers of each gravel driving lane via an inverted crown before being routed south to the detention pond. The runoff from the large mini storage building located in the eastern portion of the site will be captured in small area drains and will be transferred to the proposed detention pond via an eight-inch storm pipe. The proposed detention pond lies mostly along the drainage channels along the western lot line and the southern property boundary. The proposed detention pond will have a drywell installed in the bottom that will act as the pond outfall. Sheet 4 at the end of this report shows the proposed drainage patterns and proposed drainage runoff information. The proposed conditions result in a proposed composite CN of85 and a time of concentration of24.13 minutes. The peak runoff from Lot 1 is 2.17 cfs during the 25-yr, 24-hr storm and 3.10 cfs from the 1 00-yr, 24-hr storm event. The detention requirements for this site are based on the 1 00-yr storm per the City of Rifle standards. The resulting 25 year detention storage volume was determined to be 5,164 cf and the 100 year detention storage volume was determined to be 6,591 cf. The detention volume was determined by using the difference in the runoff between the existing and proposed conditions. The proposed detention pond has a capacity of approximately 5,434 cf. The proposed drywell will be 6-foot in diameter and 10-feet deep with 612 square feet of buried gravel around the drywell. The drywell size and gravel will allow adequate percolation of the 25-year storm event for the Type 'B' soils. In the event that the detention pond is overtopped, the discharge from the pond will flow south and offsite to US Highway 6 and 24 as it has historically. VII. Summary The proposed development on Lot 1 will increase the runoff slightly. The site was evaluated for the 25-yr and 1 00-yr storm events per the City of Rifle standards. Onsite grading will consist of the addition of drainage swales, a detention pond and the installation of a storm pipe and drywell facility. The detention pond was sized to account for the increase ofrunofffrom the proposed conditions during the 25-yr storm event. The detention pond will limit the storm water discharge from the site to historic release rates. Page 4 VIII. References National Oceanic and Atmospheric Administration: Precipitation-Frequency Atlas of the Western United States, Volume III-Colorado. Silver Springs, MD 1973. United States Department of Agriculture, Soil Conservation Service: Soil Survey of Aspen- Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties, May 1992. United States Department of Agriculture, Soil Conservation Service: Urban Hydrology for Small Watersheds, June 1986. Soil Conservation Service (SCS) publication "Procedures for Determining Peak Flows in Colorado" (1980) PageS Chapter 2 Estimating Runoff Table 2-2a Runoff curve numbers for urban areas lf ----------Cover description ---------- Cover type and hydrologic condition Fully developed urban areas (vegetation established) Open space (lawns, parks, golf courses, cemeteries, etc.) 31: Average percent impervious area 21 Poor condition (grass cover< 50%) ......................................... . Fair condition (grass cover 50% to 75%) ................................. . Good condition (grass cover> 75%) ........................................ . Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right-of-way) ............................................................ . Streets and roads: Paved; curbs and storm sewers (excluding right-of-way) ............................................................................ . Paved; open ditches (including right-of-way) ..................... . Gravel (including right-of-way) ................... : ........................... .. Dirt (including right-of-way) ..................................................... . Western desert urban areas: Natural desert landscaping (pervious areas only) j/ .................... . Artificial desert landscaping (impervious weed barrier, desert shrub with 1-to 2-inch sand or gravel mulch and basin borders) ........................................................... .. Urban districts: Commercial and business................................................................. 85 Industrial ................................................................. ............................ 72 Residential districts by average lot size: 1/8 acre or less (town houses).......................................................... 65 1/4 acre ................................................................................................ 38 1f3 acre ................................................................................................ 30 1/2 acre ................................................................................................ 25 1 acre ................................................................................................... 20 2 acres.................................................................................................. 12 Developing urban areas Newly graded areas (pervious areas only, no vegetation) W .. _ Idle lands (CN's are determined using cover types similar to those in table 2-2c). I Average runoff condition, and Ia = 0.2S. Technical Release 55 Urban Hydrology ror Small Watersheds Curve numbers for ---hydrologic soil group --- A B c D 68 79 86 89 49 69 79 84 39 61 74 80 98 98 98 98 98 98 98 98 83 89 92 93 76 85 89 91 72 82 87 89 83 77 85 88 96 96 96 96 89 92 94 95 81 88 91 93 77 85 90 92 61 75 83 87 57 72 81 86 54 70 80 85 51 68 79 84 46 65 77 82 77 86 91 94 2 The average percent Impervious area shown was used to develop the composite CN's. Other assumptions are as follows: impervious areas are directly connected to the drainage system, impervious areas have a CN or 98, and pervious areas are considered equivalent to open space in good hydrologic condition. CN's for other combinations or conditions may be computed using figure 2-3 or 2-4. 3 CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type. 4 Composite CN's ror natural desert landscaping should be computed using figures 2--3 or 2-4 based on the impervious area percentage (CN = 98) and the pervious area CN. The pervious area CN's are assumed equivalent to desert shrub in poor hydrologic condition. 5 Composite CN's to use for the design of temporary measures during grading and constru.ctioil should be computed using figure 2-3 or 2-4 based on the degree or development (impervious area percentage) and the CN's for the newly graded petvious areas. (2lO.VI-TR-55, Second Ed., June 1986) _,...,.,· g:s) Chapter 2 Estimating Runoff Technical Release 55 Urban Hydrology for Small Watersheds Table 2-1 Runoff depth for selected CN's and rainfall amounts lJ Rainfall 1.0 1.2 1.4 1.6 1.8 2.0 2.5 3.0 3.5 4.0 4.5 5.0 6.0 7.0 8.0 9.0 10.0 !1.0 12.0 13.0 14.0 15.0 40 45 60 0.00 0.00 0.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .02 .00 .02 .09 .02 .08 .20 .06 .18 .33 .14 .30 .60 .24 .44 .69 .50 .80 1.14 .84 1.24 1.68 1.25 I. 74 2.25 1.71 2.29 2.33 2.23 2.89 3.56 2. 78 3.52 4.26 3.38 4.19 5.00 4.00 4.89 5. 76 4.65 5.62 6.55 5.33 6.36 7.35 55 0.00 .00 .00 .00 .00 .02 .08 .19 .35 .53 .74 .98 1.52 2.12 2.78 3.49 4.23 5.00 5.79 6.61 7.44 8.29 Rw10ff depth for curve number of- 60 65 0.00 0.00 .00 .00 .00 .02 .01 .05 .03 .09 .06 .14 .17 .30 .33 .51 .53 .75 .76 1.03 1.02 1.33 1.30 1.65 1.92 2.35 2.60 3.10 3.33 3.89 4.10 4.72 4.90 5.56 5.72 6.43 6.56 7.32 7.42 8.21 8.30 9.12 9.19 10.04 70 inches 0.00 .03 .06 .II .17 .24 .46 .71 1.01 1.33 1.67 2.04 2.81 3.62 4.46 5.33 6.22 7.13 8.05 8.98 9.91 10.85 75 80 0.03 0.08 .07 .15 .13 .24 .20 .34 .29 .44 .38 .56 .65 .89 .96 1.25 1.30 1.64 1.67 2.04 2.05 2.46 2.45 2.89 3.28/ 3.78 4.15 4.69 5.04 5.63 5.95 6.57 6.88 7.52 7.81 8.48 8.76 9.45 9.71 10.42 10.67 11.39 11.63 12.37 lllntcrpolate the values shOwn to obtain runoff depths for CN's or rainfall amounts not shown. (210-VI-TR-55, Second Ed., June 1986) 85 90 95 0.17 0.32 0.56 .27 .46 .74 .39 .61 .92 .52 . 76 1.11 .65 .93 1.29 .80 1.09 1.48 1.18 1.53 1.96 1.59 1.98 2.45 2.02 2.45 2.94 2.46 2.92 3.43 2.91 3.40 3.92 3.37 3.88 4.42 4.30 4.85 5.41 5.25 5.82 6.41 6.21 6.81 7.40 7.18 7.79 8.40 8.16 8.78 9.40 9.13 9. 77 10.39 10.11 10.76 11.39 11.10 11.76 12.39 12.08 12.75 13.39 13.07 13.74 14.39 98 0.79 .99 1.18 1.38 !.58 1.77 2.27 2.77 3.27 3.77 4.26 4.76 5.76 6.76 7.76 8.76 9.76 10.76 11.76 12.76 13.76 14.76 2-3 EXHIBITS COUNTRY ENGINEERING, INC. 141NVERNESS DRIVE EAST,STEF•I20, ENGl.EWOOD,CO 80112 PHONE {303) 925-0544 FAX (303) 92&0547 1517 BLAKE AVENUE, STE 101, GLENWOODSPRINGS,C081601 PHONE (970) 945-8676 FAX 1970)94$-2.555 WWW .HCI!NG.COM VICINITY MAP SOILS DESCRIPTION 40-KIM LOAM, 3 TO 6 PERCENT SLOPES. DEEP AND WELL DRAINED. MODERATE PERMEABILITY WITH HIGH WATER CAPACITY. HYDROLOGIC SOILS GROUP '8'. APPENDIX A HYDROLOGIC COMPUTATIONS EXISTING CONDITIONS EXDR 25yrNEW POWERLINE 99055.07 5-11-07 LOT 1 EX DR01, PROFESSIONAL PARK 25 YR TR-55 Tabular Hydrograph Input summary Desc ri pti on .................... . Powerline Park Lot 1 EXDR 25yr Rainfall Distribution .......... . Ia/P Interpolation ............. . Total Area ..................... . Peak Time ...................... . Peak Flow ...................... . Given Input Data: Method Type II on 3.2064 ac 792.0000 min 0.1982 cfs subarea D/S subareas Area (a c) CN Tc (min) Tt Rainfall Description (min) (in) EXDR 01 3.2064 69 64.9769 0.0000 2.0000 support Data: subarea Name: EXDR 01, Row: 1 sheet Flow Description .................... . Manning's n . . . . . . . . . . . . . . . . . . . . . 0.1300 Flow Length..................... 300.0000 ft Two Yr, 24 hr Rainfall ... . .. .... 1.0000 in Land slope...................... 0.0053 ft/ft computed sheet flow time ....................... > 64.0311 min shallow concentrated Flow Description .................... . surface . . . . . . . . . . . . . . . . . . . . . . . . . Unpaved Flow Length..................... 94.2700 ft watercourse Slope ......... ...... 0.0106 ft/ft ve 1 oci ty . . . . . . . . . . . . . . . . . . . . . . . . 1. 6611 fps computed shallow flow time ..................... > 0.9458 min *************************** Total Time of Concentration ......................... > 64.9769 min **************************** Page 1 EXDR 100yrNEW POWERLINE PROFESSIONAL PARK 99055.07 5-ll-07 LOT 1 EX DR01, 100 YR TR-55 Tabular Hydrograph Input Summary oescri pti on .................... . Powerline Park Lot 1 EXDR 100yr Rainfall Distribution .......... . Ia/P Interpolation ............. . Total Area ..................... . Peak Time ...................... . Peak Flow ...................... . Given Input Data: Method Type II on 3.2064 ac 780.0000 min 0.4241 cfs subarea D/S subareas Area (a c) CN TC (min) Tt Rainfall Description (min) (in) EXDR 01 3.2064 69 64.9769 0.0000 2.4000 Support Data: Subarea Name: EXDR 01, Row: 1 sheet Flow Description .................... . Manning's n . . . . . . . . . . . . . . . . . . . . . 0.1300 Flow Length ..................... 300.0000 ft Two Yr, 24 hr Rainfall .......... 1.0000 in Land slope ...................... 0.0053 ft/ft computed sheet flow time ....................... > 64.0311 min shallow concentrated Flow Description .................... . surface . . . . . . . . . . . . . . . . . . . . . . . . . Unpaved Flow Length..................... 94.2700 ft Watercourse slope............... 0.0106 ft/ft velocity........................ 1.6611 fps computed shallow flow time ..................... > 0.9458 min *************************** Total Time of Concentration ......................... > 64.9769 min **************************** Page 1 PROPOSED CONDITIONS PRDR 25yr POWERLINE PROFESSIONAL PARK 99055.07 5-11-07 LOT 1 PRDR 01, 25 YR TR-55 Tabular Hydrograph Input summary Description .................... . Powerline Park Lot 1 PRDR 25yr Rainfall Distribution .......... . Ia/P Interpo 1 ati on ............. . Total Area ..................... . Peak Time ...................... . Peak Flow ...................... . Given Input Data: Method Type II on 3.2064 ac 738.0000 min 2.1717 cfs subarea D/S subareas Area (a c) CN Tc (min) Tt Rainfall Description (min) (in) PRDR 01 3.2064 85 24.1280 0.0000 support Data: Subarea Name: PRDR 01, Row: 1 Sheet Flow Description .................... . Manning's n ..................... 0.2400 Flow Length ..................... 64.7700 ft Two Yr, 24 hr Rainfall .......... 1.0000 in Land slope...................... 0.0148 ft/ft computed Sheet flow time ....................... > 20. 3429 min Messages: Info: Time of concentration rounded to 24.0000 min in row <1>. shallow concentrated Flow Description .................... . surface . . . . . . . . . . . . . . . . . . . . . . . . . Unpaved Flow Length..................... 380.8000 ft watercourse slope............... 0.0108 ft/ft ve 1 oci ty . . . . . . . . . . . . . . . . . . . . . . . . 1. 6767 fps computed Shallow flow time ..................... > 3.7851 min Messages: Info: Time of Concentration rounded to 24.0000 min in row <1>. *************************** Total Time of Concentration ......................... > 24.1280 min **************************** Composite Runoff curve Number Calculator Description Bldg Gravel Grass Total Area -----> Area (ac) 1.0131 1.3518 0.8415 3.2064 curve Number 98 85 69 85 <-----Weighted CN Messages: Info: Time of concentration rounded to 24.0000 min in row <1>. Page 1 2.0000 PRDR 100yr POWERLINE PROFESSIONAL PARK 99055.07 5-11-07 LOT 1 PRDR 01, 100 YR TR-55 Tabular Hydrograph Input summary Description .................... . Powerline Park Lot 1 PRDR 100yr Rainfall Distribution .......... . Ia/P Interpolation ............. . Total Area ..................... . Peak Time ...................... . Peak Flow ...................... . Given Input Data: Method Type II on 3.2064 ac 738.0000 min 3.0962 cfs subarea D/S subareas Area (a c) CN Tc (min) Tt Rainfall Description (min) (in) PRDR 01 3.2064 85 24.1280 0.0000 Support Data: Subarea Name: PRDR 01, Row: 1 Sheet Flow Description .................... . Manning's n . . . . . . . . . . . . . . . . . . . . . 0. 2400 Flow Length . . . . . . . . . . . . . . . . . . . . . 64. 7700 ft Two Yr, 24 hr Rainfall ........ .. 1.0000 in Land slope...................... 0.0148 ft/ft computed sheet flow time ....................... > 20.3429 min Messages: Info: Time of concentration rounded to 24.0000 min in row <1>. shallow concentrated Flow Description .................... . surface ......................... Unpaved Flow Length ..................... 380.8000 ft watercourse slope ............... 0.0108 ft/ft velocity........................ 1.6767 fps computed Shallow flow time ..................... > 3.7851 min Messages: Info: Time of Concentration rounded to 24.0000 min in row <1>. *************************** Total Time of Concentration ......................... > 24.1280 min **************************** composite Runoff curve Number calculator Description Bldg Gravel Grass Total Area -----> Area (ac) 1.0131 1. 3518 0.8415 3.2064 curve Number 98 85 69 85 <-----Weighted CN Messages: Info: Time of concentration rounded to 24.0000 min in row <1>. Page 1 2.4000 APPENDIXB DETENTION POND CALCULTIONS MINIMUM POND VOLUME P:!ll'o:il~~t= ~CillW'~D.LEl'if~ ~D.CillF~:iilSJECilll'ifA~ ~~...D~ L@!iJL!l t FILE: PONDVOLUME.XLS HCE Job Number: 99055.07 CALCS BY: ALG CHECKED BY: RON Date: 05-11-07 PROPOSED DETENTION POND ELEVATION AREA VOLUME (Ft3) 5333.00 2.52 0.00 5334.00 809.25 405.89 5335.00 2,339.47 1,574.36 5336.00 4,567.51 3,453.49 TOTAL 25 YEAR VOLUME (ft3) = 5,163.6 WSEL=~~m~- CUMULATIVE VOLUME (Ft3) 0.00 405.89 1,980.25 5,433.74 25yr PondNEW POWERLINE PROFESSIONAL PARK 99055.07 5-11-07 LOT 1 DETENTION POND, 25 YR Basin Output Pond Name ...................... . Distribution Type .............. . Frequency Type ................. . Area ........................... . Peak Inflow .................... . Peak outflow ................... . Runoff ......................... . Runoff volume .................. . Storage volume ................ .. Maximum Storage Elevation ...... . Type II 25 years 3.2064 ac 2.1717 cfs 0. 2172 cfs 0.8000 in 9310.8033 ft3 5163.5894 ft3 0.0000 ft Page 1 POWERLINE PROFESSIONAL PARK 99055.07 5-11-07 LOT 1 DETENTION POND, 100YR Basin output Pond Name ...................... . Distribution Type .............. . Frequency Type ................. . Area ........................... . Peak InflOW .................... . Peak outflow ................... . Runoff ......................... . Runoff vo 1 ume .................. . Storage Volume ................. . Maximum Storage Elevation ...... . 100yr Pond Type II 100 years 3.2064 ac 3.0962 cfs 0.4241 cfs 1.1000 in 12802.3546 ft3 6591.0375 ft3 0.0000 ft Page 1 25yr channel POWERLINE PROFESSIONAL PARK 99055.07 5-11-07 LOT 1 CHANNEL, 25 YR channel calculator Given Input Data: Shape .......................... . solving for .................... . Flowrate ....................... . slope .......................... . Manning's n .................... . Height ......................... . Bottom width ................... . Left slope ..................... . Right slope .................... . Computed Results: Depth ........................... . veloc1ty ....................... . Full Flowrate .................. . Flow area ...................... . Flow perimeter ................. . Hydraulic radius ............... . Top width ...................... . Area ........................... . Peri meter ...................... . Percent full ................... . Trapezoidal Depth of Flow 2.1717 cfs 0.0100 ft/ft 0.0230 0.3000 ft 0.0000 ft 0.0375 ft/ft (V/H) 0.0375 ft/ft (V/H) 0.2307 ft 1. 5302 fps 4.3755 cfs 1.4192 ft2 12.3123 ft 0.1153 ft 12.3037 ft 2.4000 ft2 16.0112 ft 76.8980 % Page 1 100yr channel POWERLINE PROFESSIONAL PARK 99055.07 5-11-07 LOT 1 CHANNEL, 100 YR channel calculator Given Input Data: Shape .......................... . solving for .................... . Flowrate ....................... . slope .......................... . Manning's n .................... . Height ......................... . Bottom width ................... . Left slope ..................... . Right slope .................... . computed Results: Depth .......................... . Velocity ....................... . Full Flowrate .................. . Flow area ...................... . Flow perimeter ................. . Hydraulic radius ............... . Top width ...................... . Area ........................... . Perimeter ...................... . Percent full ................... . Trapezoidal Depth of Flow 3.0962 cfs 0.0100 ft/ft 0.0230 0.3000 ft 0.0000 ft 0.0375 ft/ft (V/H) 0.0375 ft/ft (V/H) 0.2635 ft 1. 6721 f[JS 4.3755 cfs 1. 8517 ft2 14.0638 ft 0.1317 ft 14.0539 ft 2.4000 ft2 16.0112 ft 87.8367% Page 1 POWERLINE PROFESSIONAL PARK 99055.07 5-11-07 LOT 1 EXISTING SWALE 25 YR channel calculator Given Input Data: shape .......................... . solving for .................... . slope .......................... . Manning's n .................... . Depth .......................... . Height ......................... . Bottom width ................... . Left slope ..................... . Right slope .................... . computed Results: Flowrate ....................... . velocity ....................... . Full Flowrate .................. . Flow area ...................... . Flow perimeter ................. . Hydraulic radius .............. .. Top width ...................... . Area ........................... . Peri meter ...................... . Percent full ................... . EX swale Trapezoidal Flowrate 0.0050 ft/ft 0.0230 0. 3700 ft 0.4000 ft 0.0000 ft 0.0550 ft/ft (V/H) 0.0550 ft/ft (V/H) 3.6883 cfs 1.4818 fps 4. 5406 cfs 2.4891 ft2 13.4749 ft 0.1847 ft 13.4545 ft 2.9091 ft2 14.5674 ft 92.5000 % Page 1 NOTCH R£: BLDG PLANS I I I I I I I /00/8 ------------=---=-.=--==._-.,..::-_--------. 4" CONCRETE SLAB W/ 6 X 6-6/6 W2.1/W2.1 CINSTRUCTION MESH 152 X 152-MW 13.3/MW13.3 SEPERATE BY 6 MIL POLY VAPOR BARRIER ON 95% COMP BASE UPDATE TO SLAB BASED ON SOIL BORINGS HEPWORTH-PAWLAK GEOTECHNICAL, INC 119 661 I I I I I I NOTE· 00 NOT USE THIS DRAWING TO lAYOUT lHE FOONDAnON. SE£ ANCHOR BOLT ORAWI'-IGS mou THE ldANUf ACTURER. IL--------------------j-------------------------------~1 NOTCH RE: BLDG PLAN~ -II NOTCH RE: BlDG PLANS 230'-0 0 0 STEEL lF 230'-3 0/0 ~CRETE FouNDATION PLAN -sLoG o AI:P~u FlNISH GR.O.OE R!:F'€R TO BUILDING 1'\.J.NS FOR NOTCH SIZE AND lOCATIONS. W2.1 XW2.16X6-6/6WIREMESH * .'. -~~ ~ ~ •.. - . SAWCUT1/8~X1/~~SLABDEPTH . · .. ·.. ~~·: . -. . . . ·. ~ COM?ACTED FILL / ............ '"'''' :~ ... 1-??!1~~~.,. =~.:_i.-o"O.RP.,t.;~\ --~ ...,;_.'fA~ ; :u s ti~: -;: .... . 7. :: '• -. -...,G.~·tll_.: ''• At.-..~..., •• -\ ""''v SUBJECT TO NOTED .~KCEPTiONS & !NSPEC110~ GARFIELD COUNTY BUiLDING DEPAH.iP•\Ek:' kk t_(),O,~ "' -ik-~- rE-:LU COPY ~_...) »--~?'i('T.QI.( "Ni1Y,...:)Pf•' H~~ rt t< ~~ 0?>-: U\1i: ~ .. :-· -.-,~ ~ <1;~~2---CRACK CONTROL JOINT * * * * AT 15'-0 X 15'-0 L!.'.X SPACING ""'' CHANlJtR P. NANGIA PE ' 4-#3 CONT WIRE MESH SUPPORT 36" OC w PERIMETER GRADE BEAM SECTION 1 -1 ""' 1) GftAOC BEAL! R!JNF. ~ST PASS THROUGH THE FTGS (CONT). 2) USE QlOUT f'All/Slm SHIUS P-S NECESSARY 10 lE\IEL COLS. 3) SlAB R8Nf" TO BE LOCAliD AT C1R. OF" stAB. 4) RECOI.II.IOO ADD'N (lf" ABER RE1NF fffi AOill CRAO( CONTR<X. 5) CONmACTOR TO m!IFY AU DIJ,IE~ONS. ETC IN f1EI.D O£SCR1Pl!ON CIJSTO~ER LOCATION 7423 HOLLOW RIDGE DR HOUSTON, TX 77095 AMERICAN DURO BEAM 902 NORTH 301'H RD HOLLYWOOD, FL 33021 FOU~DATION PlAN & DETAILS WESTERN SLOPE DEVELOPMENT RIFLE, CO JOB NO. 93812 ISSUE ~ I ID ID 0 0 L w I en fT1 en ~ 0 z .... 0 \ \ ~ \ --.. ,r -, - r=- 1\ ------ ------......,..,....--.=...-t 9 "' \ ~\ ~ ~~ ' ""'' ~:::._. ----_ "" '0-. --""'' ~----=---""' ""' -- ----- -- -- ' \ -1 -~ ~~~~ ' [1 / II I I I ~ ' ' __ ./ / ~- "" '--" ,.,,., >x Iii&> ""' ,.,z Z<l """'g ii :I: r /"-../\, r-'-1 / ~ v _/ vv "" \ \ / / / I I I ...... \ '-. \ ~\ m )> m <D :Il .. ·~. ' ',\ \ \ \ \\\, \\ / ~ \ \ \ \~\ \\\ \ \ I 1/' \\' \\ I '\\ ~- / l ~ I \ '\_ ')\ ' I \ ' \\\ ... \ // . r 1\ 1 \ r-') \ '\ ,\ ,:"-> \'.\"· I \ ,·,·\-~, / \ \' 'r / \ ', \ -p \ '• . \..::>-\\ ' \ \ \\ '\i \ ' \ \ \ \\ ,\ . ' \ ~ \. '\ \ \ '\\' \\\ \. . \ I\\\ '\ \ \\\ (' ~ \ \, , , . I \ ' \ \ \\ \· <"'\ ' ' I ---" \ \•\ \i \' ,1 \ \ \ "' ~__/. )> ~ \ "' z .... \\\\ I ~ ·\~> \. ~ \,'\ .. 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I .._, (') "' ~!::1 (f) ~fORTH ~ (') ;:> g ;I> r-< trl ~ HIGH COUNTRY ENGINEERING, INC. 14 INVERNESS DRIVE EAST, STE F·120, ENGLEWOOD, CO 80 I 12 PHONE (303) 9250544 FAX (303) 92&0547 IS 17 BLAKE A VENUE, STE I 01, GLENWOOD SPRINGS, CO 8160 I PHONE (970) 945-8676 FAX <970) 945-2555 WWW.HCIENCi.COM ,.., .~ \ ~ > ~ ), :D [?> oo ~ 1\J- "'8 "' II II ;., ~ \ 0 000 fT1 (J) ,., Ul tv~z ;p ~ \('811 "' G) Ul :l z II o (J) z z ;p " "U ~-c >') z ~ Q o"' z ;p z -<o< ;:: 0 -i ;u fT1 ;p fT1 "' -< ;u g :;u::U~ fT1 "' C;u;:: ;p "' Zcrn " Oz,., "' 0 ~o::u z -.., o-.., ..,0 Vl.., Ul jDRAWN BY : T LM NO. DATE CHECKED BY: TLM " r 0 0 ~ -< ~ "' c , z "' "' 0 " " "' )> "' "' ~ " CD c 0 z c "' z 0 > "' -< c z "' I I ~ I 0J ,'0 'f I "' "' ,., ,. X X IQ v; v; z "' "' z z "' "' " 0 c -"' z -- 0 0 0 )> 0 0 "' z z -< § -< 0 c "' "' Ul Ul REVISION I I ~ 0 I m z 0 BY CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800.922-1 987 0R534·067001N METRO DENVER rATE : 1 CALL 2 ·BUSINESS DAYS IN ADVANCE 04/ 18107 BEFORE YOU DIG . GRADE, OR · EXCAVATE F OR THE MARKING OF FIL.E . UNDERGROUND M EMBER UTIUTJES EX ORO! -o 10 :u 10 0 at L. ~ I rn Ul ~ 0 z ">> 0 -r• ~ - ~ -- ----~ \1! "''~ -., ., \ ., ., ., ., Ol II II II -"' ""' "' "' "' N • "' "' 0~ "' "' "' "' Y'~ II Ol " 00 00 ... 0 ~~ I 0 0 0 ., - I u:: ooc J/Li JnS: Ji'Ct I I ., ~ ('~~/ ., / ., ., a> 1! II II -v. -.jtl' tl' ' ~ "' N • I "' "' 0~ "' 0> r-'--' VI I "' Vl"' 0 v :'-' , . 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N :'1 - Ol •<-J ""' "' -0~ (/)"' ·N ., - tl' -"' "'"' tl' -0~ Vl" ·0 ., - \' \\ \\\\\ \ \ \ \\ \ \ \ \ \ -Q., \\ \\ \ \ '\\ \\ \ \; \\ (' \\ \ '\\\ I \\A \ \\\\ I \.'~" \\\\ I ~c \ \\\\I \'\ .-<\6''-" ..-('\ .. ~o. to 'b '¢:> iJ' If' 'b. ~ . ..., 'cl' . 0 c-, \\\\ <;\ \\\ \\\\, ~ \\ r· -A. / \\\Y" \\\ I\ \0 \\\ . ~ \\\ \\ \\\\_.c~~" \\\\\ \\\ \ \\\\ \ \• \ \\\\ \' \ \ '· \ \\ \ \ \11. \,, \ \ \ \\ l '\\\ \ \ \.<0\ ( ~\ ~ . ,(. } ~ ()\ \ \\,~ \ \ . ,S \ ;\\\ \ \ \ I \..'\ \ \\\\ / ';,\ \ J'\ \\\\ I -<\' \\\I \~- ' \ I \ \ " 'fr \'9 ·o 0 '\\\~\\ \\\\ \ \ (( )> -c :JJ ~ ::c c "' ::c "' ~ ...... -~ POW ERLINE PAR K HIGH COUNTRY ENGINEERING, INC. G ARFI ELD CO UNTY, COLORA DO I 4 I NVERNESS DRIVE EAST, STE F· I 20, ENGLEWOOD , CO 80 I I 2 POWERLINE PARK PHONE (303) 92&0!544 FAX (303) 925<1847 LOT 1 PROPOSED I 5 I 7 BLAKE A VENUE, STE I 01, GLENWOOD SPRINGS, CO 81 601 PHONE (970) 945 8676 FAX 1970) ~S DRAINAGE MAP WWW.HCEN<a.COM '" I I -, ~ ---------------- -------------------;_-" l (X) > -c "' :JJ 8>( D m ::c D > "' ~ .. c 01 0 "' II 0 "' ::c "' II ~ ...... ~ "' 0 ~ I ' 0 I 1 "' ., ., I}) 000 "' "' 0 .,-z ,. 'ti ~ C) "'0' IQ z II o 0 "' II o "' z Vl r 'U N C )> z ,.., z UIQ:::t' !Q 0 "' 0 ,. :;\0~ z !: 5 " z ,.., > -; "';;\~ ,. "' "' :1; " c,!: ,.., Zc<IJ ,. 2 "' Oz,.., "' 0 ..,o:o "' c _..,.., (') z (') _.., =' 0 0 )> ,0 z "' "'.., -< Vl c z ,.., DRAWN BY: TLM NO. DATE CHECKED BY: T LM DATE : 04/1 8/07 FJ L..E:: PRDRAI N « I I tJJ "' tJJ "' "' ,"-) "' I '51 I 11 r ~ I m r "' " " ,.., ,.., 0 'P-"' "' X ;,; z -< Vl 0 0 Ui Vl -z " ., =' =' 0 0 0 z z " ro ~ ~ " "' "' 0 0 c 0 0 ~ -: ., z -: ~ ,.., 0 (') (') "' ,. ~ ~ () 0 0 "' 0 0 z -< z z § -< c a 6 0 z c "' c c "' "' "' "' Vl Vl Vl Vl REVISION BY CALL UTILITY NOTIFICATION CENTER OF COLORADO 1·800.922-1987 OR 534 ·06700 IN METRO DENVER CALL 2-BUSINESS D A YS IN ADVANCE BEFORE YOU DIG . GRADE, OR EXCAVATE FOR THE MARKI N G OF UNDERGROUND MEMBER UTiliTIES No. / O(o 18 Assessor's Parcel No. 0\.f ~I)· 1/3 • 6# -OoJ Date ${3// 07 r , . p BUILDING PERMIT CARD ~~ JobAdd'ff . -~~.~c.:, 8'\b'Sa ~~ f,..J..;...%.Po.4: Ownerd~/ ~ Address P.<:>.fu)c£;''f?-. ~~~P~o0ne #~ol.f-<f~-13tJ") Contractor CD~ Address ~ ~ Phone #f5oy~Cf67-00 7~ Setbacks: Front Rear RH LH Zoning ____ _ ~-~ .e.J)__k . INSPECTIONS Soils Test """ -0 Weatherproofing ____________ _ Footing J;)-/J.--D 7 ,{)7-o/1.__ Mechanical ______________ _ Foundation Electrical Rough (State)---------- Grout Electrical Final (State) . , Underground Plumbing FinaiZ. ·-Z&> <!?2/Checklist Completed? pt',c,u, Rough Plumbing Certificate Occupancy_# 0:::?7...~-!' Framing Date \ z::;;::,.,:__,LJ::::;--0 .,.-\· 0 ·C:;~"7 Insulation Septic System # ___,P_(r-:A''----------- Roofing Date -------------- Drywall ------------- Gas Piping------------ NOTES Other 97o-q27-%'33 7/(Ay A¥~#/ 7'7 tJ--~l/-8'-:T$ '? ( ~-kL± C'S (continue on back) COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Lor I &ct!A:de L! ~I£ f{P. Permit No. /(// ~/(5 • I have this day inspected this structure and these premises and found the following corrections needed: ~I for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection 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 '2--Z4Y 20 6// Building Inspector _______________ _ Phone (970) 945-8212 Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Irei\surerProp~rty_S~arch I AssessorSq!Jset.Q\lt'ry I Assessor.SlllesSem·ch Clerk &Re<::order Rcc:c:mtionScarc;h Basi<:Bllilcling. Ch::tnlctcristics I T<~xJtJfOJ:mation Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II I 021 II Account Number II Parcel Number II Mill Levy I R007924 II 217711301001 II 45.694 I Owner Name and Mailing Address IPAITISON, GEORGE I IPOBOX7034 I !sNOWMASS VILLAGE, CO 81615 I Legal Description lsECT,TWN,RNG: 11-6-93 SUB:POWERLINE !PROFESSIONAL PARK SUB LOT: 1 DESC: !FILING 1 AMENDED PRE:R210490 IPRE:R210747 BK:687 PG:355 BK:650 IPG:860 BK:589 PG:411 BK:583 PG:540 IBK:583 PG:539 BK:583 PG:535 BK:583 IPG:533 BK:575 PG:748 BK:489 PG:l01 IBK:355 PG:568 BK:277 PG:91 BK: 1762 IPG:307 RECPT:690087 BK: 1631 PG:328 I IRECPT:661773 BK: 1287 PG: 1983 I IRECPT:588425 BK:1287 PG: 169 I IRECPT:588421 BK:1238 PG:20 IRECPT:577667 BK:1214 PG:4 IRECPT:571278 BK:1212 PG:45 IRECPT:570645 BK: 1119 PG:222 IRECPT:541714 BK:1076 PG:499 http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R007924 7/30/2007 Parcel Detail · IRECPT:528167 BK:0852 PG:0278 IBK:0663 PG:0772 RECPT:359174 Location Physical Address: 1 POWER LINE RD RIFLE I Subdivision: POWERLINE PROFESSIONAL PARK SUB Land Acres: 3.2 Land Sq Ft: 0 Section II Township II Range I 11 II 6 II 93 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 221,29011 64,1701 I Improvements: oil ol I Total: 221,29011 64,1701 1 ~1 ======,;::;S,;;al~e ;;D,;;at;;:e:~l I Sale Price: I Basic Building Characteristics Number of Residential 0 Buildings: Number of Commflnd lo I Buildings: No Building Records Found Tax Information Tax Year II Transaction Type Amount I 2006 II Tax Amount $1,963.921 2005 II Fee Payment ($49.45)1 2005 Interest Payment ($138.01)1 2005 Interest Charge $138.011 2005 Tax Payment: Whole ($1,971.58)1 II II li http://www. garcoact.com/assessor/Parcel.asp? Accoun tN umber=R007924 Page 2 of 4 7/30/2007 Parcel Detail 2005 Fee Charge II $49.451 2005 Tax Amount I $1,971.581 2004 Fee Payment ($44.85)1 2004 Interest Payment ($114.96)1 2004 Interest Charge $114.961 2004 Tax Payment: Whole ($1,915.96)1 I 2004 Fee Charge $44.851 2004 Tax Amount $1,915.961 2003 Interest Payment ($127.50)1 2003 I Interest Charge $127.501 2003 Tax Payment: Whole ($2, 125.00)1 2003 Tax Amount $2,125.001 2002 Fee Payment ($42.90)1 2002 Interest Payment ($65.28)1 2002 Interest Charge $65.281 2002 Tax Payment: Whole ($932.52)1 2002 Fee Charge $42.901 2002 Tax Amount $932.521 2001 Fee Payment ($44.00)1 2001 Interest Payment ($1.53)1 2001 I Interest Charge $1.531 2001 II Tax Payment: Whole ($21.90)1 2001 II Fee Charge I $44.001 2001 II Tax Amount II $21.901 TopofP'lge Assessot.·.PA.!!!ba.se. Se.m.·ch.Qptions I D:ell.~l!TeLD!!tAb<JseS~<~re\l_Qptions Clerk & Recorder Database Search Options Page 3 of 4 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. http://www. garcoact.com/ assessor/Parcel. asp? AccountN umber=R007924 7/30/2007