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HomeMy WebLinkAboutApplication-PermitGarfield County [ NO~ 10456 I Bu#ding & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 J obAddress i)..6b f> ed e\ l {~ Ct K tc. Gws NatureofWork BuildingPermit(#,l~S-~).Y-1~-0tbJ Use of Building Sj f. ·WI 0 llciche,r qn <U8e. Owner 1ah~Otf) R\cVI~rG Contractor (] W V\P C Amount of Permit$ LjL\(~. L\-S Date $-lt--04- Clerk .llbjlQ)\ • GARFIELD COUNTY BUILDING PERMIT APPLICATION APR 1 1 2007 108 8'" Street, Suite 401, Glenwood Springs, CO 81601 I r~n~?0-945-8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003 !CJ '-'\00 Parcel/Schedule No: ;:;?.\ S ") d1 '-\ }lo 0 Z \ A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BE;COMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AN[) KNOW THE SAME TO BE TRUE ANt) CORRECT, ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF AGREEMENT Lie. No. No. of Floors: Site Plan Adjl!-sted Valuations: 2 PERMISSION JS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND fOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMI'IT)!:D 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 COUN1Y PURSUANT TO AUTHORI1Y 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 COUN1Y AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT 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 OFTHS 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 LIABLITJES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCJES. THE RESPONSI BILI'fY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RE:STS SPEClFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, I I AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT .OFT. HE OWNERS LNTEREST. !:{-( ro+ I HEREBY ACBlctq~TrsT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL)o ? P.:S a~ 'S-n-o:+ . Pet !s!"SoZ ·1-0 cr 0ct1- JD ~i j,:1=s 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; /, . ' / I 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 req]lirements; 6. Outside grading done to where water will detour away from the b1,1ilding; 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 effby the Fire District, and/or State · Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a c.o. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTlFICATE 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 occupa1C use and the issuance of a Certificate of Occupancy for the dwelling under building permit # L'1,;)6 Signature Bpapplicationoctober2006 Date VALUATION/FEE DETERMINATION Applicant ;:::r c \.,.,., s 9 ,-:~ Address 2 J. c. (2 • .,.( 0, ff c,J Date $-t->qQ Finished (Livable Area): Main z. 1 '2.-7._ Upper '7t.. f Lower I"' t.. 1 Other Subdivision ;::;aw.. ~ I(' LoUBJock :21 Contractor SIFt fP Total Square Feet Valuation '-/8'1,0 )(7'1 (,8" 3(, z 1~11( I Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation no4 '(.IS ::: 'ZI ~ 7 2 127o)( I~:; Garage: 1 *' :q st~ Valuation · Crawl Space: Valuation Decks/Patios: Covered 3to Y 2<{ ;:: "'JLl"J(J Valuation Open 551 !(JZ = po y Valuation Total Valuation 3? ry :srr ~ )q~ 1Le+ GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS .For SINGLE FAMILY DWELLING CONSTRUCTION · •' · I ' I 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 requited 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 plim 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 .(>ro)'essional. 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. . ·· · · • Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with 1 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 ofth\) 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. I. 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 gr,eat)lr 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 ofa 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 1/ . ' I 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.0:3 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 1/ 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 Nn 4. Does the site plan indicate the location and direction ofthe County or private road accessing the property? · · ' 2 Yes / 5. Are you aware that prior to submittal of a building permit application you are required to showproof 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 \L 6. Do the plans include a foundation plan indicating .the size, location and spacing of all reinforcing steel in accordance with the IRCor.per stamped engineered design? Yes 1/ .. · . · , 7. 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 ;VII 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes :vVJI 9. 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 feetabove sea level), floor loads and wind loads? Yes V 10. Does the plan include a building section drawing indicating foundation, wa)l, floor, and roof construction? Yes r/' 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceilin& joists, roofraft~ or joists or trusses? Yes ,.....--_ ---"'----- 12. Does the building section drawing or other detai.l include the method of positive connection of all columns a~ beams? · · · Yes ~ . 13. Does the elevation plan indicate the height 6f the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes )/ 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 / ' I make and mod~land Colorado Phase II certifications or phase II EPA certification? Yes No __ -=-----:--:--: 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes (Vft No ____ _ 16. Does the plan include a window schedule or other verification that egress/rescue windows from sleepin~ rooms and/or basements comply with the requirements of the IRC? Yes V No · 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes V No ·· · 18. Do the plans indicate the location ofglazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes ,/ No ______ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ~ No _________ _ 20. 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 ------ 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission fronr the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but" you .run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable ifthe plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial mqsiification of the plans. Yes V No ____ --,-__ 22. Will this be the only residential structure on the parcel? Yes !/ No Ifno-Explain: ______ _ 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes 1/ • 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes v:=:· No ____ _ 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes 1/ No __ -,-__ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? · Yes 1/ No ------ 27. Does the plan accurately indicate what you intend to constr.uct and what will receive a final inspection by the Garfield County Building Department? Yes ~ No _____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes 1/ No ____ _ 29. 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 p::glit? , .. , Yes \/_ No __ _;_ __ 30. 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 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes 1/ No. ____ _ ,-' I 31. 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 v-No ----- 32. Are you aware that you are required to call for all inspections require<:! under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of J;l:le building? Yes. V No _____ ~ 5 33. 34. 35. 36. 37. 38. 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 / No _____ _ Do you understand that you will be required to hire a State ofColorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license .numb~t'iof the ·person performing the work will be required at time ?f aJ2Piicable inspection. Yes V No /,/ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the Jot you are applying for this permit on prior to submittal of a building pennit application? Your attention in this is appreciated. Yes No._· __ · _____ · _______ _ Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes 0 No·· ' . (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes / Are you aware that ifyou will be connecting to a.public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes / I hereby acknowledge that I have read; understand and answered these questions to the best of my ability. -"""~.e!' ~-?~ Signature of Owner 1 Date 1 1 (days); __ '1_7,_,0'---..c.l.,..c.i_,3,_--=&-"'8_7..c.c..( ~(evenings) Project Address: :?&Lo. !2-«1 CIS.\ C.r<-{~ (,f.<"woocfl '5pn'<f 5 (() I I Notes: If you have answered "No" on any of the questions, you may be required to provide this . I 6 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 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 ofthe permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIEW CHECKLIST ~Building __ Engineered F~undation tid-Driveway Permit ~urveyed Site Plan lJLseptic Permit and Setbacks ~. Loradeffopography 30% _LAttach Residential Plan Review List ~inimum Application Questionnaire / __ SSrubdivision Plat Notes ~Fire Department Review ~Valuation Determination/Fees LRed Line Plans/Stamps/Sticker ~Attach Conditions _LL_Application Signed J Plan Reviewer To Sign Application V Parcel/Schedule No. L/e:-40# Snow load Letter-Manf. Hms. ~ Soils Report ~otJO GENERAL NOTES: Date __ LL/ ---+/-<>.&:--'' ~_,o"'-1+--- /ng/Zoning __ Property Line Setbacks _}j_A30ft Stream Setbacks _i.AF!ood Plain ilJLBuilding Height -~ng Sign-off f.l.~pact Fees ~RC Approval __ Gradeffopography 40% A/~ng Issues __ Subdivision Plat Notes Palomino Design-Build P.C. May 24,2006 Richard Johnson 6656 S. Newland Way Littleton, CO 80123 Re: Subject: Dear Richard, Johnson Residence Lot 21, Four Mile Ranch Glenwood Springs, CO Final Design Review Thank you for the complete Final Design Review submittal. The members of the Design Review Committee reviewed your submitted package on May 16, 2006. Your project is approved for Final Design Review subject to the following conditions: Revised Building Pad Size The revised building pad size is approved by the DRC, but will be forwarded to the neighbors on lots 20 and 22 to determine if they have any objections. Solar Panels The use of solar paneis on your roof are approved subject to the following conditions: All panels will be located on the South-facing roof of the Living Room. We discussed this with your neighbor on Lot 20 and he concurred with the DRC that all the panels should be located in this roof area. Flush mounted solar panels that do not project more than 6" above the roof plane are required. The top surface of the panels shall be installed parallel to the roof plane surface. All proposed exposed-to-view components for solar energy systems shall be submitted to the DRC for review and approval. Submittal of building elevations to the DRC identifying the location, quantity, and size of all solar panels. I have enclosed a copy of the proposed revisions to the DRC guidelines regarding the use of solar panels. Rail Fence The fence construction shall meet all specified standards identified in the CCR's and the Department of Wildlife requirements. 815 blake avenue glenwood springs. colorado 8\601 1 p970947-9014 f970947-9137 www.pnlominobarth.com Landscape Plan The site plan still depicts a significant amount of grading and site disturbance. A retaining wall on the West side of the garage is required to minimize the required fill slope. The wall shall be a maximum of 4' high and due to its proximity to the street is required to be constructed of boulders or a drystack stone wall. A precast keystone retaining wall is not allowed in this location. The precast keystone retaining wall at the rear yard is allowed but a physical sample of the selected product shall be submitted to the DRC for review and approval. All concrete walkways are required to be stamped concrete. All landscape mulch shall be organic wood bark. Gravel or stone are not allowed. Please revise your drawings per the conditions identified above and submit two sets of revised drawings including a reduced 11 "x 17" set when you are ready and prior to your preconstruction meeting. If you have any questions or comments regarding these review comments, I can be reached at 970 947-9014. Thanks again for a complete submittal. ack Palomino AlA, Principal Palomino Design-Build P.C. On behalf of the Four Mile Ranch Design Review Committee JP/jp 04-140 Lot 21 L2 cc: DRC Members encl. 8! 5 blake a.venue glenwood springs. colorado 81601 2 p970947-90!4 F970947-9J37 www.pnlominobarlh.com ]IJ~~~~e~~~~~hn~ic=!=~~ng=~~re=~=ng~~~~~~~ul~~C=!~a~t~e~s~,~l=tl~C~·~---------------------- s?oo E. Evans Avenue 0170 Mel Ray Road April 28, 2006 Mr. Richard Johnson 6656 South Newland Way Littleton, Colorado 80123 Denver, CO 80222 Glenwood Springs, CO 81601 Tel.: (303) 781-9590 Tel: (970) 384-1500 Fax: (303)781-9583 Fax: (970) 384-1501 Subject: Foundation Recommendations, Johnson Residence, Lot 21, Four Mile Ranch in Garfield County, Colorado. Dear Mr. Johnson, As requested, a representative of Yeh and Associates, Inc. observed drilling of exploratory borings at the subject site to investigate subsurface conditions. The subsurface investigation was conducted to provide foundation recommendations for design and construction of a single-family residence. The findings of our investigation and recommendations for construction of the proposed residence on the subject site are presented in this letter. Proposed Construction We understand the proposed structure will consist of a two-story wood-framed building. The residence will likely be supported on a footing foundation. We understand a basement is planned. Cuts on the order of 2 feet below existing grade are planned for the garage area and about 12 feet for the basement area to achieve foundation elevation. We anticipate minor grading with cuts and fills on the order 4 feet or less around the residence to establish drainage and landscaping. Site Conditions The site is located at Lot 21 in Four Mile Ranch Subdivision in Garfield County, Colorado (Figure 1). The proposed building site is located on a vacant lot within a developed subdivision. Residences are under construction to the south and north. Red Cliff Circle is located to the west. Vacant lots are located to the north and south. An approximately 2H:1V slope is located a couple hundred feet to the east of the building envelope. Streets were paved and utilities were installed. Subsurface Conditions We observed the drilling of two exploratory borings at the approximate locations presented on Figure 1. The soils exposed in the test holes consisted of 11 to 14.5 feet of sandy Lot 21 Four Mile Ranch clay underlain by sand and gravel to the maximum explored depth of 20 feet. Summary logs of the borings are presented on Figure 2. Modified California samples were obtained at specified depths. Clay samples tested had 54 to 74 percent silt and clay (passing No. 200 sieve). Atterberg limit test results indicated the clay had liquid limits of 26 to 39 percent and plasticity indices of 11 to 21 percent. Swell-consolidation testing was attempted on the samples. However, the samples were very friable and an intact sample could not be attained. The test results indicated the clays have low potential for swell or collapse. The laboratory test results are presented in the Summary of Laboratory Test Results table. The clay classified as sandy clay (CL) based on the Unified Soil Classification System. Groundwater was not encountered in the borings and the soils were slightly moist. Site Development We anticipate cuts of up to 12 feet will be necessary to reach foundation elevation. Fill placement should be minor. Areas to receive fill should be stripped of vegetation, organic soils and debris. The on-site soils free of organic matter, debris and rocks larger than 6 inches can be used in fills. Fill should be placed in thin, loose lifts of 8 inches thick or less, moisture conditioned within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum standard Proctor dry density (ASTM D 698). Placement and compaction of fill should be observed and tested by a geotechnical engineer. Foundations Based on the materials encountered in the test holes, we anticipated foundation soils would consist of sandy clay. We believe there is a low risk of hydrocompaction or swell of the subsoils and therefore a low risk of foundation movement. We believe the structure can be supported on a footing foundation constructed on the undisturbed natural soils and/or properly placed fill. Recommended design and construction criteria for shallow foundations are presented below. 1. Foundations should be constructed on undisturbed, natural soils or properly compacted structural fill. Loose, disturbed soils encountered at foundation level should be removed and replaced with compacted fill or the foundation should be extended to undisturbed soils. 2. Footing foundations can be designed for a maximum allowable soil pressure of 2,000 psf. 3. Continuous wall footings should have a m1mmum width of at least 20 inches. Foundation pads for isolated columns should have minimum dimensions of 24 inches by 24 inches. 4. Resistance to sliding at the bottom of the footing can be calculated based on a coefficient of friction of 0.3. Passive pressure against the side of the footing can also be considered for the sliding resistance if it is properly compacted. Passive pressure can be estimated based on an equivalent fluid density of 250 pel for a level backfill. 5. Grade beams and foundation walls should be reinforced to span undisclosed loose 2 Lot 21 Four Mile Ranch or soft soil areas. We recommend reinforcement sufficient to span an unsupported distance of at least 1 0 feet. 6. The soils below exterior footings or exterior edges of slabs should be protected from freezing. We recommend the bottom of footings be constructed at least 3 feet below finished exterior grade or as required by the County. 7. All foundation excavations should be observed by an experienced engineering geologist or geotechnical engineer prior to placement of concrete. Below-grade Construction A basement is planned for this residence. Foundation walls that extend below grade should be designed for lateral earth pressure where backfill is not present at about the same level on both sides of the wall. Walls that can deflect or rotate about 0.5 to 1 percent of the wall height can be designed for "active" earth pressure conditions. For a very rigid wall where negligible deflection will occur, an "at-rest" lateral earth pressure condition can be used. Typically, below-grade walls in residences can rotate under normal design loads, and deflections result in acceptable performance. If on-site soils are used as backfill, we recommend using an equivalent fluid density of 40 pcf for design of below grade walls for "active" conditions. The equivalent density does not account for sloping backfill, surcharges or hydrostatic pressure. This value assumes that some minor cracking is acceptable. If negligible deflections are desired, a higher equivalent fluid density of 55 pcf should be used for design. Slabs-on-Grade Based on our investigation, basement, garage and driveway slabs will likely be underlain by clayey soils. We believe there is a low risk of poor slab-on-grade performance due to swelling or collapsible soils. The on-site soils, free of organics and debris, are suitable to support lightly loaded slabs-on-grade. Slabs should be separated from all load bearing walls and columns with expansion joints that allow vertical movement. Control joints should be used to reduce damage from shrinkage cracking. All fill below slabs should be compacted to at least 95 percent of maximum standard Proctor dry density within 2 percent of optimum moisture content. Subsurface Drainage Surface water typically flows through permeable wall backfill and collects at the backfill and natural soil interface resulting in saturated foundation soils and/or wet crawlspace conditions. To reduce water accumulation outside foundation walls and in crawlspace areas, a foundation drain can be installed around the exterior of the foundation walls. The drain should consist of a 4-inch diameter, perforated pipe encased in free draining gravel. The gravel should be % to 1.5-inch washed rock with less than 5 percent fines. The drain should be provided with a gravity discharge such as a sump pit where water can be 3 Lot 21 Four Mile Ranch removed by pumping or daylighted. The pipe should be sloped at a minimum of 0.5 percent and should be installed 12 to 18 inches away from and parallel to the footing foundation. The bottom of the pipe should be at least 4 inches below the bottom of footing level at the high point. Crawlspace areas should also be provided with adequate ventilation. Surface Drainage Surface drainage is crucial to the performance of foundations and flatwork. We recommend the ground surface surrounding the residence be sloped to drain away from the structure. We recommend a slope of at least 6 inches in the first 10 feet. Backfill around foundations should be moisture conditioned and compacted as recommended in the Site Development section. Roof downspouts and drains should discharge beyond the backfill area. Limitations The analyses and recommendations presented in this report are based upon our data obtained from the test holes at the indicated locations, field observations, laboratory testing, our understanding of the proposed construction and other information discussed in this report. It is possible that subsurface conditions may vary between or beyond the points explored. The nature and extent of such variations may not become evident until construction. If variations appear, we should be contacted immediately so we can review our report in light of the variations and provide supplemental recommendations as necessary. We should also review the report if the scope of the proposed construction, including the proposed loads, finished elevations or structure locations, change from those described in this report. The conclusions and recommendations contained in this report shall not be considered valid unless Yeh and Associates reviews the changes and either verifies or modifies the conclusions of this report in writing. The scope of services for this project did not include, specifically or by implication, any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions or biological conditions. If the owner is concerned about the potential for such contamination, conditions or pollution, other studies should be undertaken. 4 --------~ c ~ ~ g j & .£1 -..@ (/) 1? ,!E j (/) (l) c: .$ -0 "' en:+=; .s ~ E en ·-(..) &->< 0 l O...J -~ s.;;. (l) a._ '0 a.o .s; <C:::z: i 0 CLIFF C!Rc 6, 130 6,1251························-···················· ······ -· · · · · ·--·-· · ·---····· · · · · · · · · ·--· ·----······ · · · · ·--··· · ········ · · · · · · · · · · ·-· · ·'fH,z ..................... ,6,125 6,1201 ............. .. 6,1151 ............ .. 6,1101 .......... .. g .s:: 1110.6, ~ Cll !i'o g ffi < ~ ~ ~ ~- ~ ~ g TH-1 Front !ot-NW comer Elevation: 6113.5ft Rear lot-SE comer Elevation: 6120.5ft ·····~·······-·········----····-----·············································16,120 115 110 105 100 I ~c---~-~-11~ ''"""' YEH AND ASSOCIATES, INC. GEOTECHNICAL ENGINEERING CONSULTANTS Johnson Residence w ~ I ,.YEH AND ASSOCIATES, INC. Project: Johnson Residence ill GEOTECHNICAL ENGINEERING CONSULTANTS Legend for Symbols Used on Borehole Logs Sample Types Modified California Sampler. The symbol16/12 indicates that 16 blows from a 140 pound hammer falllng 30 inches was used to drive 2-inch I. D. sampler 12 inches. Bulk sample was obtained from auger cuttings at the depths indicated. Split Spoon Sampler. The symbol15/12 indicates that 15 blows from a 140 pound hammer falling 30 inches was used to drive 1.5~inch I.D. sampler 12 inches. Soil Lithology ~ CLAY, silty to sandy, slightly moist, very stiff, brown, tan (CL). ~Gj GRAVEL, slightly silty to sandy, slightly moist, very dense, brown (GP, GP-GM). 1?·\J SAND, slightly silty, slightly moist, dense, brown (SP, SP-SM). ·~ YEH &ASSOCIATES, INC Summary of Laboratory Test Results Project Name: Johnson Residence Sample Location Moisture Gradation Atterberg Limits Water Unconf. B~~~g Depth (ft) Content Dry Density Gravel Sand Fines< Soluble Comp. Soil Description (%) (pel) > 114 (%) #200 LL PL PI Sulfate Strength (%) (%) % (psi) TH-1 4 16.5 104 74 38 17 21 sandy CLAY (CL) 9 16.9 1.00 53 26 15 11 sandy CLAY (CL) TH-2 4 10.4 61 39 19 20 sandy CLAY (CL) 9 5.3 99 54 sandy CLAY (CL) --- Rov ? -RIM Paae 1 of 1 No. J\JLlS? ' Assessor's Parcel No. d-. \3$"'-"1-4-I '--0~ t Date 5'-\ 1-0+ BUILDING PERMIT CARD fot-t-1' ~ ~ • Job Address ( <-.··" · vUC: 3 Owner 1c)b n~on I . \CWJfe\ Address~31Lt BEnne\+ !1\ t.£ on~# b l~:Gg+l Contractor 0 W\ltif Address Phone # ___ _ §s!~acks: l. Frol)t . Rear RH LH Zoning OJ F .DJ Qtp qorttqe_ INSPECTIONS Soils Test -;;--:-:---:--:-:--:------- Footing 6-.;£7-oZ~ Foundation 7-l'ii'O'?;W.,-r Grout __________ ~-~~ Underground Plumbing K2 07 as. Roug.h Plumbin.g ~~~q --c"l LH · Frammg 11-1-o__ _ 11 Insulation 11'16--cP Roofi ng --,-,--:;;-:--,-.-,,-----,-.------- Drywall tl-'2. ~-o' l MVV\- Gas Piping Jo~ • q -o 1\ ~~ NOTES . Weatherproofing __________ _ Mechanicai _____ :;-:;;;--:::::--------=--- Eiectrical Rough (State) /,??~ Z~ -0 7 Electrical Final (State) / ~ :J. o-& 2 Final~--/~-d g)Checklist ComP,Ieted? ~$" Certificate Occupan<;y # -'c;=yj'"""':::L~(O::.._!/:.__ __ Date f.R•/CR:08 Septic System #-...-::---------- Date &f Final __ --'---------Other _____________________ __ (continue on back) ... .J 'COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at _;,-"'0"'-'1'---=-5i_,_b:'------------- Permit No. iJ.r5r; &LCtjf! 6~ · I have this day inspected this structure and these premises and found the following corrections needed: )I Call for Re-lnspection ~ $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~o?S . 20 ___ _ Building Inspector -2?2a::d{2z2~ Phone (970) 945-8212 COUNTY OF GARFIELD-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Permit No. __________________________________ __ I have this day inspected this structure and these ,#/premises and found the following corrections needed: ~ r""~\.trt.\... pee-~~-t (\D{)I2e..S5 (?.J Lvu.p \W \e-s <2.. Sa~ s \.-p~ Co\ l..v"VV-j 1 ~ +t, P Ctrf..5 Fott t.N~tJ!Uidt· ... j <3) a-) ~01'-'4...~ (2e.w._,_ IJtJoiL c; ~_j Co""'-p \e..Jc:.._ S ~w£f'l. €) c.~\"--""i'"'O ' \ 4 e. To T. L --<.. fJ? J V ~ povvd. .eA.-L1pJ ...._ ¥. t -\-c:J" <..-0 ~ >..J k b_) Te..-pw.4-~ w' ..,.Jow Q.... 12..~ OBl. Doot. (§ ~·/) ' IUAAX._ Cn.J II'V\It-•,.) ~ k.t fl._ 1 ~ @._ 'f Z '(, -jV e..Lc::( ~ .J.. ~ II I _ .~~_ e. oe-rw u--3"i~ 3 ~ " 5 ~ e.. o )loo). , ::>II'S e "" """" J.- {g) l2o de s .l.o aGL-~ I') s--f uvJ '6 ~ (£o) C.,ll'r"''JZ. S t-...J £Ma::. c..v ~...dow~ f.oe; he.~'f You are hereby notified tha'f the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 2---"?.-l 20 ()!( Building Inspector ----fA+-h~~~¥.....,J..~------------------- Phone (970) 945-8212 U VJ INSPECTION Will NOT IE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 IPlOUIRS NOTICE IREQUIRE!LIIFOR INSI'E<CT!ONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued ••. 5.::.\1':9.J:: ...... Zoued Area .•••.•.•••.••.•••...••.••..•..• Permit No ••.. \~~~·~················ AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the wning, 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 wniog, 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 S[f uJ/ Qlf{it~tj q~e Address or Legal Description ~ reo C\t~~ Clf c\e. G,v.;>S Owner JO'IWt~'l\ Contractor Ou.mE'[ Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Foundation /1-:::1-07~ (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. TIDS PERMIT IS NOT TRANSFERABLE For I11spections Call384-5003 108 8th Street Glenwood Spri11gs, Colorado APPROVED DO NOT DESTROY THIS CARD Date ¥ n·~ By f. ~Of'MW\1\ I~ IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Ass~ssor/Ir!"aSJJr!"rPropcrtYSei!n:h I AI>sessor Sul:JseLQuery I A.s.sessor Sales Search Cl!"r.k&Recorde.r.KeccpliouSeaKh Parcel Detail I Value Detail Sale.s Detail I Residential/Commercial Improv.ement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 008 II R006376 II 218527416021 II 63.456 I Owner Name and Mailing Address . jJOHNSON, RICHARD D & JODINE N I j2314BENNETT AVE I jGLENWOOD SPRINGS, CO 81601 I Legal Description lsECT,TWN,RNG:27 -6-89 SUB:FOUR MILE I jRANCH SUB LOT:21 PRE:R080091 TO:R080090 I jPRE:R080089 TO:R080092 BK:528 PG:562 I . IBK:528 PG:495 BK:528 PG:472 BK:1073 I IPG:562 BK:1019 PG:245BK:0561 PG:0278 I jBK:1768 PG:387 RECPT:691447 BK:1636 I lPG: 172 RECPT:662759 BK: 1621 PG:96 jRECPT:659573 BK:1621 PG:l75 jRECPT:659582 BK:l621 PG:126 jRECPT:659575 BK:1620 PG:802 IRECPT:659525 BK:l620.PG:792 I RECPT:659523 BK:1591 PG:931 RECPT:653069 BK: 1253 PG:403 IRECPT:581068 BK:1195 PG:524 I IRECPT:565739 BK:l195 PG:480 I jRECPT:565738 BK:1077 PG:0299 BK:0983 I http://www .garcoact.comlassessor/Parcel.asp? AccountNumber=R006376 411112007 Parcel Detail Page 2 of3 IPG:0125 BK:0883 PG:0855 BK:0883 PG:0840 IBK:0668 PG:0910 Location I Physical Address: 11266 RED CLIFF CR GLENWOOD SPRINGS! I Subdivision: IIFOUR MILE RANCH SUB I I Land Acres: 112.012 I I Land Sq Ft: 110 I Section II TownshiJ:! II Range I I 27 II 6 II . 89 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 150,13011 43,5401 I Improvements: oil 0 I Total: 150,13011 43,5401 Sale Date: 111/31/2006 Sale Price: 11191,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Comm!lnd lo I Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I I 2006 II Tax Payment: First Half II ($1 ,381.44 )I I 2006 II Tax Amount II $2,762.881 I 2005 Tax Payment: Whole II ($2,303.86)1 I 2005 Tax Amount II $2,303.861 I 2004 Tax Payment: Whole II ($999.46)1 I 2004 I Tax Amount II $999.461 II II http://www .garcoact.com/assessor/Parcel.asp? AccountNumber=R00637 6 4/1112007 Parcel Detail 2003 II Tax Payment: Whole II ($881.64)1 2003 II Tax Amount II $881.641 2002 II Tax Payment: Whole II ($645.48)1 2002 II Tax Amount II $645.481 2001 II Tax Payment: Whole II ($649.68)1 2001 II Tax Amount II $649.681 2000 II Tax Payment: Whole II ($5.00)1 2000 II Tax Payment: Whole II ($6.34)1 I 2000 II Tax Amount II $6.341 I 2000 II Tax Amount II $5.ool IopofP<lge Assessor Databas_e Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good 'I)1rns Software. http://www. garcoact.com/ assessor/Parcel.asp? AccountNumber=R00637 6 4/11/2007 FEE ESTIMATE FINISHED LIVING S'PACE: 4Lf3 l X 74.61 = 33C)CJ () l--Q'3 UNFINISHED BASEMENT: C(Q;-9 X 41.00 = (t:S3t{ .-- CRAWL SPACE: . · X 9.00 = a~C£- GARAGE: ~~ X 18.00 = . UNCOVERE~VDECK: G~'S X 12.00 = COVERED PATIO/DECK: X 24.00 = MISC.--------- MISC.--------- TOTAL VALUATION: ~'So1 ~esd J:)?{ PLAN REVIEW FE . )50~-:t~ PERMIT FEE: ~ L( G!l;) .[ S TOTAL:-------- MANUFACTURED HOME SET UP FEE: YO~ o ~ SEPTIC -PERMIT: ----PERK: _. _ ____..__ ......