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Home My WebLink AboutApplication-PermitGARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Street, Suite 201, Glenwood Springs, C0131601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Parcel/Schedule No: A 5-. d - 07-00 -00 Permit No: 9 AGREEM ENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A FERMI BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 I HEREBY ACKNOWLEDGE THAT L HAVE READ AND UNDERSTANi) THE AGREEMENT ABOVE (I NI'IIAI.): tx(0 < 49- ‹J,licte- 14, Fatgo 105,?,�� *Li Jobcbe,r5s Q Cft MDr 4 Par K k.d.) 1 Lot No:BI ck No: Subd. / Exemption: I 594.11444 JUDOS- rY rr aFL -- *s5& W Ph: 9 cis-- 7 4I r 6 Z Owner: 6045 #1 Saul A} Ewa D. # c tb4 m. Address 4S, CO. Gr�tr+ce�.iv+t rru i,c, Ph: 9' 15 —17 1 A./62; ontractor:" 4` Address: Ph: Lic. No. + Architect/Engineer: Ca4,Artiarw P� 0441 6e0 .4 Address: , 345/ i S ro. Ph: 945--.513 r Lig. No. J 7 r O 9 5 Sq. Ft. of Bulldin 49JifijAmIa 97 alwrww ettt Sq. Ft. of Lot: Height: No. of Floors: 6 Use of Building: Sr k4 c.,�� P/4701 e -<- tit -4 ,44.44-.-c l AIS SD&c E S-1,� - ,• I , (] j60D ` t 44 - 7 Describe Work: Naga ccir'Srituc.TIcmv- (MS Arr-1,4 c. FI Class of Work: PK. New J Alteration n Remove J Addition J Move I 10 Garage: ❑ Single Double t SHoP Carport: ❑ Single J Double +.1/ Driveway Permit ❑ On -Site Sewage �V P: 4 Disposal J Site Plan 11 Valuation of Wor $ feral � �/y� �� Adjusted Valuations: S �e (� J �� f ['^� f� �' 4 �RJ r c7, Q 12 S �, cial Condition{s�Q/� %{�//j/'\�•T�JV V V V .. Jam, /076• • NOTICE A SEPARATE ELECTRICAL PERMIT IS REQU ,D AND ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR AUTHORIZED IS NOT COMMENCED WITI1LN 180 DAYS, CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS HEREBY CERTIFY THAT I HAVE READ AND EXAMINED APPLICATION AND KNOW THE SAME TO BE TRUE AND PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK COMPLETED WITHIN WHETHER SPECIFIED HEREIN GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONST' 41. � iD MUST BE CONSTRUCTION OR, IF FOR Alif COMMENCED. THIS CORRECT, ALL WILL BE OR NOT. THE AUTHORITY STATE OR iiT 4r• D E / 111 nEFT. H DATE Plan Check Fee: 10 7/, t z Permit Fee: 4 J `} l %" - 8 , 95 - Total Fee: 7 72 0 r 77 _l_ (3a(005),.=-- Dated Permit Issued: qo (f u 7 . al 1 f j O?C Gro p: Const. Type: r ._moi- ec Zoning: pTO }LOCAL IvAI Setbacks: � 'dl.� 4' 13 ).(.0.Sa; ISDS No. & Fee: . . :LIJ APPROVAL/ • GFow ER i 1,%/ f-/7-Q/ice �•' ~i ^ _ PLNG. +ATE APPROVAL AGREEM ENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A FERMI BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 I HEREBY ACKNOWLEDGE THAT L HAVE READ AND UNDERSTANi) THE AGREEMENT ABOVE (I NI'IIAI.): tx(0 < 49- ‹J,licte- 14, Fatgo 105,?,�� *Li 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, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, se a t the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature BpcontOct2004 C /trios— Date VALUATION/FEE DETERMINATION Applicant &/(a Gly , k? Subdivision Address rj/`c �a r It i2 d(. GS Lot/Block Date l , Contractor 0 69 1/1:P.r— Finished (Livable Area): Main 25 Ti Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Valuation 77/ \I/ Crawl Space: Valuation Decks/Patios: Covered Valuation 177 '` 2 Open Valuation 7 /7,838 4z418 Total Valuation z ! (Pl OZ 9 q( ek 4Se. �,. GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION 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 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. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. 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. A window schedule. A door schedule. A floor framing plan, a roof 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. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the 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 surveyor's 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 t/ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes ./ 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes k/ 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes 6. 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 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffjts? Yes �,,j 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes V H. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes t% 12. 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 of? (Building height measurement usually not to exceed 25 feet) Yes 13. 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 lj No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 15. 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 IRC? Yes ✓ No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ✓ No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes V No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes 1./ No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes ✓ No 21. Will this be the only residential structure on the parcel? Yes 1./ No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes ✓ 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes t/ No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ✓ No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ✓ No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ✓ No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes No 29. 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 from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes 1/ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes l,/ No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes �,/ No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes L/ No 5 33. Are you aware that prior to submittal of a building permit application 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 1/ No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes if No (please check with the building department about this requirement) 37. 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 V I hereby acknowledge that I have read, understand and answered these questions to the best of my abili 6/iSIOS— Signature of Owner Date Phone: Refs— l S88 (days); (evenings) Project Name: WA 514 Bow 12,e -C 1 D aitic. Project Address: Ler 1 s PLt'C4 p 4,,E p1 2 -e4 wi .. j 4 l bn[mrA+p spito.e4% ,.c' . Notes: If you have answered "No" on any of the 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 a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 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, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 7 PLAN REVIEW CHECKLIST Applicant Diril 6c4 &/ Date !-17`4 Building Engineered Foundation /1 (Driveway Permit cSStii.veyed Site Plan /utASeptic Permit and Setbacks 4—Grade/Topography 30% L- Attach Residential Plan Review List LIinimum Application Questionnaire ✓ Subdivision Plat Notes // Fire Department Review ----Valuation Determination/Fees Red ne Plans/Stamps/Sticker Attach Conditions --application Signed 7).Pan Reviewer To Sign Application Parcel/Schedule No. 4 # Snowload Letter- Manf. Hms. Soils Report GENERAL NOTES: Planning/Zoning Property L e Setbacks 30ft St am Setbacks Flo +d Plain ilding Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes "The Reliable Realtors" Memo To: Arlin D. Washburn From: Patrick M. Fitzgerald, GRI Broker & Owner Date: 03/27/2005 Re: House Plans, Lot 1, Springridge Reserve Glenwood Brokers, LTD. The Architectural Control Committee has approved your plans as submitted. Thank you for doing such a nice job. We believe the residence will be an asset to the neighborhood. C g C. /3- ds Pa rick gerald Agent for the committee The Historic New Citizen's Building, 214 Eighth St., STE 209. Glenwood Springs, CO 81601 Phone 970 945 5554 Fax 970 945 5552 E mail: pat@glenwoodbrokers.com G&ech HEPWO RTH - PAWL.A#< GEOTECHNICAL April 7, 2005 Vision Design, Ltd. Attn: Arlin Washburn 1623 Lincolnwood Drive Glenwood Springs, Colorado 81601 KZCIC f�4t�C H 1yv.tiorrh-P Rylai �ieciteelz��iw,�1. ln� ,_uunry Roacl 15 1e1714k 1 us? 1 ion_: 91, a N,Sti email.. 1-11-TeAl11,z!u Le.J1.con- Job No.105 261 Subject: Rockfall Simulation Analysis, Lot 1, Springridge Place 11, County Road 125, Garfield County, Colorado. Dear Mr. Washburn: As requested, we have performed a rockfall simulation analysis to evaluate the potential impacts to the proposed development on Lot 1. We previously performed a geotechnical review of the potential rockfall hazards to Lots 1-6 of the Springridge Place II for the subdivision development (Hepworth-Pawlak Geotechnical, 2004). A map of Lot 1 is shown on Figure 1. The Colorado Rockfall Simulation Program (CRSP Version 4.0) was used to generate statistical probabilities for rockfall impacts to Lot 1 based on the cross section location and profile shown on Figures 1 and 2. This report presents the findings of the rockfall analysis, possible risk mitigation concepts, and geotechnical parameters for risk mitigation design. The study was performed in accordance with our agreement for professional services to you dated March 24, 2005. PROPOSED DEVELOPMENT The development plans for Springridge Place IT consist of 81 single family residential lots having sizes ranging from about 1 acre to greater than 4 acres. Lot 1 is a 7.03 acre property located uphill of County Road 125 on the western side of the Dry Park Valley. The proposed residence will be a two story wood frame structure, The proposed building envelope on Lot 1 is located on slopes of less than 25% and will be accessed by a private driveway off of County Road 125. Water and sewer services will be from central systems and the driveway grading is assumed to be minor. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 ROCKFALL CI-IARACTER AND POTENTIAL A field reconnaissance of the potential rockfall hazard areas was performed on May 24. 2004 as part of our previous review and again on April 6, 2005. Sandstone outcrops near the top of the ridge on the west side of the property are potential sources of rockfall that could reach the proposed building site on Lot 1. Sandstone blocks, many of which are the result of previous rockfall events, are present near the proposed building envelope below the sandstone outcrops. The sandstone blocks have maximum dimensions between about 2 to 31/2 feet and estimated weights of about 1/3 ton to 2 tons. In our opinion, rockfall is still an active geologic process at this time under current environmental conditions. However, without long-term observations, that are not available, if is not possible to make rigorous statistical estimates of rockfall recurrence frequencies in the proposed building area. The statistical recurrence frequency for rockfall in this area is likely long and may be greater than 100 years. Although infrequent, if a rockfall were to reach the proposed residence it could result in severe structural damage and could present a life safety risk to the building occupants. If this risk is not acceptable, then rockfall mitigation to reduce the potential risk should be considered. Possible mitigation concepts are presented below in the "Rockfall Mitigation Concepts" section of this report. DESIGN ROCKFALL The Colorado Rockfall Simulation Program (CRSP version 4.0) was used to develop design rockfall parameters for possible mitigation structures located both 50 feet and 100 feet southwest of the proposed residence, see Figure 1. Results of the rockfall simulation modeling at the west side of each of the possible mitigation structures are presented on Tables 1 and 2. The modeling considered the dynamics of a 3.5 -foot diameter, spherical rockfall traveling along the profile line shown on Figure 2. The values shown on Tables 1 and 2 are the highest values indicated by the rockfall size analyzed for the respective structure locations. The design kinetic energy is associated with the 3.5 -foot diameter rockfall. Attenuation coefficients used in the modeling were based on model calibration that corresponds to the maximum rockfall runout for past rockfall observed in the field. To account for possible structure overtopping, the minimum wall heights shown on Tables 1 and 2 are the design bounce heights plus half the design rock block diameter, assumed to be typically 3 feet. Job No.105 261 Gtech The choice of design parameters from Tables 1 or 2 to he used in the mitigation design will depend on the risk level the owner is willing to accept. A relatively low exceedence probability level is warranted considering that there is a significant safety risk to the building occupants from rockfall. ROCKFALL MITIGATION CONCEPTS In the unlikely event that a rockfall were to reach the building area, it should be feasible to reduce the risk by building lower on the lot or providing a catching structure located upslope of the proposed home site. It should be possible to design the mitigation to provide an acceptable level of protection to the building and its occupants, but some risk of property damage is typically accepted by the lot owner. A massive catching structure located up slope of the residence is commonly used in western Colorado as a method of rockfall mitigation and could be a feasible type of mitigation for the proposed residence. Two possible alignments of a mitigation structure considered in our study are shown on Figures 1 and 2. The purpose of the mitigation structure is to stop or deflect the design rockfall up slope of the proposed residence. A wide flat approach bench located on the up slope side of the mitigation structure should also be constructed for energy dissipation prior to a rockfall block impacting the wall. The possible mitigation structures shown on Figures 1 and 2 are located 50 feet and 100 feet southwest of the proposed residence, respectively, but other alignments can be considered. The rockfall dynamic parameters will change for other locations considered. A conceptual cross-section of a possible earth structure, with a vertical up-slope face, for rockfall mitigation is shown on Figure 3. The dynamic parameters of the design rockfall will govern the size and height of the mitigation structure. The vertical up-slope face of the structure can be achieved by using mechanically stabilized earth (MSE) or large boulders. In order to dissipate potential rockfall energy, the structure should be at least 8 feet wide. As discussed above in the Design Rochfall section of this report, the uphill height of the structure will depend on the level of risk that is acceptable to the owner. The uphill approach bench behind the structure should be at least 15 feet wide. The cut slope along the uphill side of the structure should be no steeper than 1.5:1 (horizontal to vertical) and Job No.105 261 Ge rtech 4 - no higher than 15 feet. Depending on the alignment. location and elevation, a cut wall may be needed in places to meet this grading criteria. Limitations: This study was conducted according to generally accepted -engineering geology principles and practices in this area. at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based on our field observations, analytical modeling and our experience in the area. This report has been prepared exclusively for our client to evaluate the feasibility and design of rockfall mitigation. We are not responsible for technical interpretations by others of our information. We should review the proposed mitigation plan when available to determine if it is consistent with the intent of our recommendations presented in this report. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Arthur D. Buck Engineering Geologist Reviewed by: Steven L. Pawlak, P.E. ADBiksw attachments: Figure 1 - CR : • 15222 /,/ , -� 7 �: ' �r a :�'o� oto ,F ,. °",ssio op- 14, %i ►z, ; ss l'Dx:w «N (cation and Rockfall Mitigation Structure OF 00 Figure 2 - CRSP - ion A -A' Figure 3 - Conceptual Cross -Section of Mitigation Structure Tables 1 and 2 - Design Rockfall Parameters REFERENCES Hepworth-Pawlak Geotechnical, Inc., 2004, Rockfall Simulation Analpsis, Proposed Springridge Place Phase II, County Road 125, Garfield County, Colorado: Prepared for The Greenwald Children's Trust (report dated June 30, 2004, Job Number 101 126). Job No.105 261 GETStech Explanation: Qaa Qc Je TRPcs PPm Notes: Alluvial Apron Colluvium Entrada Sandstone Chinle & State Bridge Formations Maroon Formation A A' CRSP Cross Section: Approximate location of rockfall simulation cross section. Contact: Approximate boundary of map units. • Rockfall Blocks: Existing rock blocks associated with past rockfall and used in calibrating to CRSP design rockfall analysis. 1. The mitigation structures shown are conceptual and other alternatives are possible. 2, Conceptual cross-section of mitigation structure shown on Figures 2 and 3. 0 100 ft. I 1 Scale: 1 in. = 100 ft. Contour Interval: 10 ft. June 2004 105 261 HEPWORTH-PAWLAK GEOTECHNICAL, Inc. Lot 1, Springridge Place II CRSP Cross -Section Location and Rockfall Mitigation Structure Figure 1 'IVOINHOaLO2O )IV1MVd-HJ OMddH IV-V uOI O9S-ssOa3 dal II aaeld a6p!J6uladg ' L 101 (Southwest) 7200- 7000 200- 7000 6800 6600 6400 ,Je TRPcs Gc A -A Western Lot Line Dry Park Valley Western Building Eastern Building Envelope Boundary Envelope Boundary Possible Mitigation Wall Locations PPm Flat Approach Bench Proposed Residence Qaa (Northeast) 7200 500 Horizontal Distance (ft.) Scale 1 in. = 150 ft. Horizontal = Vertical Explanation: Qaa Alluvial Apron Contact: Qc Colluvium Approximate boundary of map units. Je Entrada Sandstone TRPcs Chinle and State Bridge Formations Notes: PPm Maroon Formation 1. See Figure 1 for cross-section location. 1000 7000 6800 6600 6400 m iD o' P N.) Cr) oul ` VOINHOalO3O ViAMid-H1elOMdH i-) 0 -oL"3 C) 0 Co Cl) in CD C) 0 a_ v 0 2 c 0 it weld a6P!J6u!JdS L. 401 C Existing Ground Surface Mak Y 4 \ (See Table 1) so NHs Wb15'\ Western Building Envelope Boundary Impact Structure •-Ws Approach Bench Explanation: Ws Minimum top width of impact structure. Hs Minimum uphill height of impact structure. See Table 1 for exceedence probabilities. Wb Minimum width of approach bench. Proposed Residence ®m mm 20 ft. 120 ft. Scale 1 in. = 20 ft. Horizontal = Vertical Job No. 105 261 Hepworth-Pawlak Geotechnical. Inc. Table 1 Design Rockfall Parameters at Mitigation Structure Possible Catching Structure Site on Lot 1 ( Structure Alignment: 50 feet southwest of the proposed residence) Design (1) Design Rockfall (2) Design Rockfall Minimum Mitigation CRSP Rockfall Kinetic Energy Bounce Height Structure Height Exceedence Velocity (3) y Probability 29 ft/sec 36 ft -tons < less than 1 ft 2 ft. 50% 34 ft/sec 45 ft -tons 3 ft 4.5 ft. 25% 37 ft/sec 54 ft -tons 5 ft 6.5 ft. 10% 40 ft/sec 59 ft/tons 7 ft 8.5 ft. 5% 42 ft/sec 65 ft/tons 8 ft 9.5 ft. 2% 1. The design rockfall parameters are based on a CRSP analysis of a 3.5 foot diameter, spherical rock traveling along the profile line shown on Figure 2. The CRSP attenuation coefficients were calibrated based on a model runout comparable to the maximum runout distances of existing rockfall blocks observed in the field. 2. 3.5 -foot diameter rock. 3. The minimum mitigation structure height is the design rockfall bounce height plus one half the diameter of the design rock. Job No. 105 261 Hepworth-Pawlak Geotechnical. Inc. Table 2 Design Rockfall Parameters at Mitigation Structure Possible Catching Structure Site on Lot 1 ( Structure Alignment: 100 feet southwest of the proposed residence) Design (1) Design Rockfall (2) Design Rockfall Minimum Mitigation CRSP Rockfall Kinetic Energy Bounce Height Structure Height Exceedence Velocity (3) Probability 34 ft/sec 48 ft -tons < less than 1 ft 2 ft. 50% 39 ft/sec 58 ft -tons 4 ft 5.5 ft. 25% 42 ft/sec 68 ft -tons 7 ft 8.5 ft. l0% 45 ft/sec 74 ft/tons 8 ft 9.5 ft. 5% 47 ft/sec 80 ft/tons 10 ft 11.5 ft. 2% 1. The design rockfall parameters are based on a CRSP analysis of a 3.5 foot diameter, spherical rock traveling along the profile line shown on Figure 2. The CRSP attenuation coefficients were calibrated based on a model runout comparable to the maximum runout distances of existing rockfall blocks observed in the field. 2. 3.5 -foot diameter rock. 3. The minimum mitigation structure height is the design rockfall bounce height plus one half the diameter of the design rock. ..UUNTY 1F GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 0353— C/' /2 f (111-4/../1-6.4) Permit No. 97 97 I have this day inspected this structure and these remises and found the following corrections needed: • /Y�2�61G "L /J,1„,4 4)9(°- 1-447 C) eeP You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date -06 20 Building Inspector Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at C�.� C i Permit No. / 79 7 I have this day inspected this structure and these premises and found the following corrections needed: Pb fiLL44.4,0_c coVti You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date Building Inspector 20_06 Phone (970) 945-8212 No. 979'/ Assessor's Parcel No,59-5:4'D9-001 1ND R 1 RD /( Job Addre / / 41)L.L.. /�, ► y� Owner /.�_. 1 WWI" Address / Contractor a) (9 ' , Address -0-- Date kg -C-06 Set c�� Front Raz. ruffe_ / z. Soils Test Footing .51;3- ro Foundation S -I - Ole 74( Gout Underground Plumbin-z Rough Plumbing [ -06 .'I Framing �_�3_0 9779 - Insulation Insulation F -0R8-06 Roofing Drywall Gas Piping -0 EXTERIOR ` Address No i/ Drainage Decks -support & clearance to wood Decks -stairs & rails Exterior locks Flashing around doors & windows insect screens INTERIOR GARAGE Fire wall separation Service doors -14V min. Door (20 min.) w/auto closer -13/4" min. Mech. equip. 18" above floor i/ No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation RH INSPECTIONS Phone # Phone # Zoning kir-`09-23 LH Weatherproofing Mechanical Electrical Rough (State) '18 _a 3 ^meg �F Electrical Final (State) //-8-0b 5/ ._- f Final //r/ --c16 /Checklist C r eted" Certificate Occupancy # ,56t x I Date i r- « °Ca) Septic System # Date Final Other NOTES V FINAL UM6''GRLIIII MECHANICAL ROOM Boiler r,�� Hot water �1,(6ke (�`6 F.A. gas/oil Floor drain Clearance Air con. system Hot water heater r 0- 1 (-A Combustion air Gas piping, valves LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination of chimney Combustion air t.� Hearth (12" or 20" on sides) t. -" Glass doors Certified by• P REMARKS (continue on back) STAIRWAYS Headroom (6'8") V Railing & guardrails Width 1/ Gj Rise & run KITCHEN Y Clearance above grill Exhaust fan (� Broiler exhaust (1 hr. chese)''�`' BEDROOMS Egress Smoke detector BATHROOMS Exhaust fan Shatterproof glass OTHER INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.'..wt25oned Area Permit No 97/7 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use SIPtAyL r 4 Ais w.. COL), pt .i Address I Legal Description oh f , ��'` Owner V.4` 111 *a IYt? ontractor t rit r- et $ itclg Front Si Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 3 -n 6,714-- Driveway Foundation_- )(2-p-- Underground Plumbing 4g,_ r --1}; Insulation f)= me g oG Rough Plumbing 9_ f , Drywall .9 S_a6„, Chimney & Vent F-5 e -v6 viffz . Electric Final (by State di Ji or) ff%!ob 6F' Gas Piping q_06, pik Final //./6. a___ Electric Rough (By State Astor) cP/9 Septic Final Framing g -,3--c%/4 (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Datetr2" ByV 4 ,04"440 IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC Garfield County Building & Sanitation Department 108 8``` Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 'Q 3 J r �( r` --d` CI Nature of Work Building Permit LTT I rl Use of Building5I1' ,/ / e �, �� ! Owner 1 r c(AilA-LA- Contractor Amount of Permit $ ' f [] ' t`, i x Date /-0---0L 0-39'5--/OQ:—Oq'C)Off Clerk NO. C1 19 7