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Home My WebLink AboutApplication - PermitI NO. 101 71 I Nature of W o rk Building P ermit UseofBuildingS / [ Dn W ')+. b ~. Owne~~~~fi r~o Contractor ~ ~ · Amount of Permit $3 q g5 b 5 nate /D -l q -oro 2S9 5 1D4-oCi:-o a q Clerk ()~ -'-- I GARFI ELD CO UNTY BUI LD ING PERM IT A PPLI CAT I ON 108 8 '" Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970·945·8212 1 Fu:: 970-384-3470 I Inspection Line: 970·384-5003 Permit No: {Q []J 2 3 Contractor: /)£!nCO CIJn r eu r .. :ru~t..- 4 Arc h itect /Engineer : 5 Sq. Ft. of Building: 3 32-D G 7 Describe Work : Butt,.J)ItJ & If 8 Class of Work: 0 9 Garage: 0 0 10 0 Driveway Permit ll Va lua ti on of Work:$ 12 Special Co nditions: NOTICE A SEPARAT E ELECTRICAL PERM IT I S REQUIRED AND MUST B E I SSUED BY THE STATE OF CO LORADO. THI S PERMIT BECOMES NULL AND VOID IF WORI{ OR CONSTRUCTION AUTHORI ZED I S NOT COMMENCED WlTHLN I 80 DAYS. OR. IF' CONSTRUCTION OR WORJ{ I S SUSPENDED OR ABANDONED FOR A PERIOD OF' 180 DAYS AT ANY T I ME AITER WORJ{ I S COMMENCED. I HEREBY CERTI FY THAT I HAVE READ AND EXAMINED THIS APPLI CATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISI ONS OF LAWS GOVERNING THIS TYPE OF' WORK WILL BE COMPLETED WITHIN WHETHER SPECI FIED H EREI N OR NOT. T HE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF' ANY OTHER STATE OR LOCAL LAW REGULATING CON STRUCTION OR THE PERFORMANCE OFCONCON. Parcel/Sch edule No: 2-3 q 5 I DL/ oq 02 9 0 Alteration Add ition 0 Move Carport: 0 Sit e Plan 0 Sin g le 0 Dou b le Adjusted Va luations: S Jc16 768 ~ Pl a n Ch eck Fee: Permit Fee: ~.5-3 7 3) fi\ D ated Pe rmit Issu e d : 3Z~~ ~ 31 45", b5 Con s t. Type: Setbacks: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAJLED ON PLANS AND SPECI FICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMEI\'T. I N CONSIDERATION OF' THE JSSSUANCE OF THIS PERMIT. THE SIGNER. H EREBY AGREES TO COMPLY WlTH ALL BUI LDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFI ELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. T HE SI GNER FURfHER AGREES THAT I F THE ABOVE SAJD ORDI NANCES ARE NOT FULLY COMPILED WITH lN THE LCOATION , ERECTION. CONSTRUCTION , AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM T HE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND V OID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFI CATIONS AND OTHER DATA SHALL NOT PREVENT THE BUIL DING OFFICiAL FROM 1HEREAFTER REQUIRING T HE CORRECTION OF ERRORS IN SAJ D PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVJ;:NTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN I N V I OLATION OF TH S CODE OR ANY OTHER ORDI NANCE OR REGULATION OF THI S JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECI FICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES N OT CONSTITUTE AN A CCEPTANCE OF ANY RESPONSI BILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCI ES. THE RESPONSI BILITY FOR THESE ITEMS AND I MPLEMENTATI ON DURING CONSTRUCTION RESTS SPECJFJCIALLY W ITH THE ARTICTECT. DESIGNER. BUILDER. AND OWNER. CO MMENTS ARE I NTENDED TO BE CONSERVATIVE AND I N SUPPORT OF THE OWNERS LNTEREST. I H EREBY ACKNOWLEDGE T HAT I HAVE READ AND UNDERSTAND T HE AGREEMENT ABOVE (INITIAL):___;._)j_-'-tr __ _ (J A_OA.; C( I i j ~ ~ q <?;:L!. tj lQ G~~Z ll ~~ The following items are required by Garfield County for a final inspection: 1. A final E lectrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Departme nt posted where readil y visible from access road; 3. A finished roof, a lockable house, complete exterior s iding, exterior doors and windows installed, a comple te kitchen with cabinets, a s ink with hot & cold running water , non-absorbent kitchen fl oor coverings, counter top s and fini shed walls , ready for stove and refri gerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub o r s hower, to ilet stool, hot and cold running water, no n-absorbent floors and wall s finished and a privacy door; 5. All s te ps outside or inside over three (3) s teps mu st have handrail s, guard rail s o n balconies o r d ecks over 30" hi gh constructe d to a ll IBC and IRC require ments ; 6. Outside grading done to where water will detour away fr om th e building; 7. Exception s to the outs id e steps, decks and g rad in g may be made upo n the de m o ns tration of extenuating circums t~nces , i .e . weather, but a Certificate of Occupancy will not be issued until a ll th e requ ired items are completed a nd a final inspec ti o n made ; 8. A fina l inspection sig n off by the Garfield County Road & Brid ge Department for driveway ins ta ll at i on , where appli cable; as we ll as a ny fina l si gn off by the Fire District, and/or State Agencies where applicable . A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUE D UNTIL ALL THE ABOVE IT EMS HAVE BEEN COMPLETED . ****CANNOT OCCUPY OR US E DWELLING UNTIL A CERTIFIC ATE OF OCCUPANCY (C.O .) IS ISSUE D . OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMIS ES UNTIL ABOVE CONDITIONS ARE M ET. I und e rstand and ag ree to a bide by the a bove conditio ns for occ upancy, u se and the iss ua nce of a Certificate of Occ upan cy for th e d wellin g unde r buildin g permit# /0 /7} Sign ature Bpapplicationfeb2006 Date VALUATION/FEE DETERMINATION Applicant£'~~ Address Uz /)~ tJi+Uit( f?&J Date /{> • 9 .. b lq Finished (Livable Area): ~ ' fiesel~~ Ph.f Subdivision 5pl'lM} t< u:l;<- Lot!Block Z q Contractor /).ew. 1!0 6 ro..Sf. Main /~10? $ ~ 1.8 Upper 7 5(p J ;l_/ / (r; X 7'1 ls2k-=. '/ J 6', (j 2 2 - Lower Other Total Square Feet Valuation Basement: /J "~· ., Unfinished 7 ZO Y4 /122. =-o-'l,S 2.0 ~ Conversion ofUnfmished to Finished Plan Check Fee for Conversion Valuation Garage: (g roo .k I .<:J.Q!!_ !; I S"Jo tlQ Valuation 1 Crawl Space: Valuation Decks/Patios: Covered V a!uation $ !SilO Open Szs X/~= ro)33CP-- Valuation II ~ Total Valuation ~Sj 7SO 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. P,lans 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. I. 2. 3. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of30% 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 V 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 comer lot. Special setbacks do apply. Yes 1/ • Does the site plan include when applicable the location of the l.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent proJ?Yrties), streams or water courses? Y es. __ _,Vc___ 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes ~- 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 t./'. 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffit~? Yes ~- 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 . v-- 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ~ II. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes v--- 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 roof? (Building height measurement usually not to exceed 25 fuet) Yes ~ 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phl\S(: II certifications or phase II EPA certification? Yes No ____ ~_-______ __ 3 14. 15. I 6. I 7. I 8. 19. 20. 21. 22. 23. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? , ./. Yes No ____ ~~--------- Does the plan include a window schedule or other verification that egress/rescue windows from sleeping r~ms and/or basements comply with the requirements of the IRC? Yes ~ No ____________ __ Does the plan include a window schedule or other verification that windows provide natural light and ventilatjon for all habitable rooms? Yes ~ No. ____________ __ 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 specif'y safejy-glazing for these areas? Yes ~ No ____________ __ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the_plan? Yes ~ No ------- 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 V No ----- 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 _____ _ Will this be the only residential structure on the parcel? Yes V No Ifno-Explain: ------------- Have two (2[..s9mplete sets of construction drawings been submitted with the application? Yes ________ __ Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? ~/ Yes No ________ _ 4 24. Have you designed or had this plan designed while considering building and other construction cocjyrequirements? Yes ._......--No ----- 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes V 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 v--· No ____ _ 2 7. 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 V 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 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384,5003. Yes ~ 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 ~ 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 /./ 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 a~625-860 1. Yes V 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 af_3Jlle 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 Number for the lot you are applying for this permit on prior to submittal of a building per~t 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 ~ 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 ____ _ I hereby acknowledge that I have read, understand and answered these questions to the best o~ IfY abAiity. ~~ ~q-_g_-_0 ________ _ Signature of Owner Date Phone:_---=..3....:.7....:'1_-_Z-_7.....:3__....:_'/ __ ( days); _9..J.._'-f,_5_-_-_(,_6_s-__...L...f __ (evenings) ProjectName: ~ ~ ProjectAddress: J../2'7 h~~ ~t)~J0,J_ 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 pennits 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 Applicantc:SJGLB:SJfL Date /tJe1 (j,o&~ Building ~n gineered Foundation ~Driv e way Pemut ~3tlrveyed Site Plan __ Septic Permit and Setbacks __ Gradeffopography 30 % __6ttach Re sidential Plan Review Li st V"'Minimum App li cation Questionnaire V'Subdivis io n Plat Notes ~re Department Review ·3~i~ S.~' v-v aluation D etermination/Fees ~d Line Plans/Stamps/Sticker ~A ttach Conditions vApplicatio n Sign e d ~n Rev iewer To Si gn Application ~arcel/S c h edu l e No. __ 40# Snowl oad Letter-Manf. Hms. -b~oi l s Report GENERAL NOTES: Planning/Zo ning h opert y Line Setbacks ~Oft Stream Setbacks M Fiood Plain LB~ding H eight _Lz~ng Sign-off __ h_Roo::1a1d Impact Fees ~OA/DRC Approval -----Grad efTo pograph y 40 % ~nnin g Iss ue s ~ubdi v i s ion Plat Notes 513 Easy Street Glenwood Springs, CO 9160 l Sept. 5, 2006 To: Garfield County This letter is to give authorization to Gary Hiesel of Demeo Construction Company, Inc. of Glenwood Springs, CO, to represent us in obtaining and signing for a building permit for our home to be built on Lot 29, Springridge Reserve, Glenwood Springs, CO. J1L,<2 ~ G. Je ~ ~1lish ~ State of Colorado County of Garfield Subscribed and affirmed before me this 5th day of September, 2006 by G. Jerry English and Ann H. English. ~Q A&1~oltv-Notary Public My commission expires 1/7/09 Oct 11 06 10:15a Patrick M. Fitzgerald 970 945 5552 "THE RELIABLE REAL TORS" Glenwood Brokers Jo-r!-o0 ; cc: •eon ... ..ms GLENWOOD BROKERS, LTD., 214 Eighth St., STE 209, P.O. Box 1330, Glenwood Springs, CO 81602 970 945 5554 (phone) 970 945 5552 (fax) WNW.glenwoodbrokers.com p.1 Oct 11 06 10:15a Patrick M. Fitzgerald "The Reliable Realtors" Memo To= Ann & Jerry English CC: From: Patlick M. Fitzgerald, GRI q;: Broker & Owner Dateo 91312006 Re: Arch~ectural Review, Lot 29 970 945 5552 p.2 Glenwood Brokers, L TO. The ACC has reviewed and approved the house plans you submitted as well as the staked OU1 foot print of the house. Both are approved. Please subm~ a re-vegetation plan and a landscape plan within the next 60 days or so. Thanks! ~tech HEPWORTH-PAWLAK GEOTECHNICAL September 5, 2006 Ann English 5 13 Easy Street Glenwood Springs, Colorado 81601 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road !54 Glenwood Springs, Colorado 81601 Phoneo 970-945-7988 Faxo 970-945-8454 email: hpgeo@hpgeorech.com Job No. 106 0744 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 29, Springridge Reserve, Hidden Valley Drive, Garfield County, Colorado Dear Ms. English: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated August 17, 2006. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a one and a half story, combination wood frame/post and beam structure over a walkout basement level and be located roughly in the area of the exploratory pits shown on Figure I. Basement floor will be slab-on-grade. Cut depths are expected to range between about 3 to 12 feet. Foundation loadings are assumed to be relatively-light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration. An abandoned irrigation ditch is located just east of the proposed building site. The ground surface is relatively flat and strongly sloping down to the east. There is about 4 feet of elevation difference across the proposed building site. Vegetation consists of grass and weeds with scattered oak brush. Subsurface Conditions: The subsurface conditions at the site were evaluated by observing two exploratory pits at the approximate locations shown on Figure I. The pits were excavated prior to our arrival at the site on August 18, 2006. The logs of the pits are presented on Figure 2. The subsoils encountered, below about Y:. foot oftopsoi1, consist of sandy clay and silt down to the maximum pit depth of7 feet. Results of swell- consolidation testing performed on relatively undisturbed samples, presented on Figures 3 and 4, typically indicate low compressibility under existing moisture conditions and light Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -2- loading. The deeper samples showed a low collapse potential (settlement under a constant load) after wetting and moderate to high compressibility with increased loading after wetting. The sample from Pit I at 2 feet showed a minor expansion potential when wetted. No free water was observed in the pits when observed on August 18, 2006 and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psffor support of the proposed residence. The soils possess a variable settlement/heave potential and there could be some post-construction foundation movement, especially if the bearing soils are wetted. The sub grade should be further evaluated at the time of construction. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Topsoil, loose and disturbed soils and expansive clay encountered at the foundation bearing level within the excavation should be removed to expose firm natural soils and the footing bearing level should be moistened and compacted prior to constructing footings. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation and Retaining Walls: Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf for backfill consisting of the on-site soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of the on-site soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the . walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor Job No. I 06 0744 -3- density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of0.35. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. The soils possess a variable settlement/heave potential and the sub grade should be further evaluated at the time of construction. To reduce the effects of some differential movement, non-structural floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils or a suitable imported granular soil devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. Job No. I 06 0744 -4- The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum I% to a suitable gravity outlet. Free-draining granular material used in the rmderdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No.4 sieve and have a maximum size of2 inches. The drain gravel backfill should be at least I Y, feet deep. An impervious liner, such as 20 mil PVC plastic, should be placed beneath the drain gravel in a trough shape and attach to the foundation wall with mastic to prevent wetting ofthe bearing soils below exterior footings. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: I) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free-draining wall backfill should be capped with about 2 feet of the on-site soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first I 0 feet in unpaved areas and a minimum slope of 3 inches in the first I 0 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation, such as sod, should be located at least I 0 feet from the building. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering 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 upon the data obtained from the exploratory pits excavated at the locations indicated on Figure I and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include detennining the presence, prevention or possibility of mold or other biological contaminants (MOB C) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident rmtil excavation is performed. If Job No. 106 0744 -5- conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engmeer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Trevor L. Knell, P.E. Reviewed by: TLK!ksw attachments cc: DEMCO-Attn: Gary Hiesel Schmueser Gordon Meyer-Attn: Clay Goldberg Job No. 106 0744 / ( LOT30 / / / / PIT 1 • APPROXIMATE SCALE 1" = 20' 106 0744 ~tech LOT27 /r---------l / LOT29 LOT28 H-PGEOTECH JOB NO. 1 05-988 LOCATION OF EXPLORATORY PITS FIGURE 1 HEPWORTH-PAWLAK GEOTECHNICAL ' tu w u.. t w Cl 0 5 PIT 1 ELEV.=100' WC~9.1 00~97 WC~13.8 00~81 PIT2 ELEV.=96' 10 LEGEND: NOTES: TOPSOIL; silty clay root zone, firm, slightly moist, brown. ClAY AND SILT (CL-ML); sandy, stiff to very stiff, slightly moist to moist, brown, slightly porous and calcareous. 2" Diameter hand driven liner sample. 1. Exploratory pits were observed on August 18, 2006. 0 5 10 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were measured by hand level. Pit 1 is about 4 feet higher than Pit 2. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was observed in the pits. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pet) tu w u.. t w Cl 106 0744 ~tech LOGS OF EXPLORATORY PITS FIGURE 2 HEPWORTH·PAWLAK GEOTECHNICAL 0 r-:-r-r-~ Moisture Content = 9.1 percent 1 Dry Density = 97 pet /\ Sample of: Sandy Clay From: Pit 1 at 2 Feet -2 ?f!. \ ~ z h 0 3 Cii z Expansion v <( upon -1\ a_ X wetting llJ 4 ' \ z 0 Cii 5 (/) llJ 0: a_ ::;; 6 0 (.) 7 8 0.1 1.0 w 100 APPLIED PRESSURE ( ksf) Moisture Content = 13.8 percent 0 Dry Density = 81 pet Sample of: Sandy Silt '---From: Pit 1 at 5 Feet 1 ~ ~h ........ 2 -1\ " ?f!. ~ z 0 3 Cii \ ' Compression (/) upon llJ 0: 4 wetting a_ ::;; 0 (.) \ 5 6 7 0.1 1.0 10 100 APPLIED PRESSURE ( ksf) 106 0744 ~tech SWELL-CONSOLIDATION TEST RESULTS FIGURE 3 HEPWORTH-PAWLAK GEOTECHNICAL Moisture Content = 9.2 perc en! Dry Density = 95 pel Sample of: Sandy Silt From: Pit 2 at 7 Feet 0 I I Compression upon 1 wetting 2 3 \ 4 ~ \ '1ft 5 -z 1\ 0 Cii 6 en \ UJ a: a_ ::;; 7 0 (..) D 8 9 \ 10 . 11 12 0.1 1.0 APPLIED PRESSURE ( ksf) 10 100 106 0744 ~tech SWELL-CONSOLIDATION TEST RESULTS FIGURE 4 HEPWORTH·PAWLAK GEOTECHNICAL No. / DIJ\ Septic System # ___________ _ Date-----------Final ___________ _ Foor rain ~ Clearance '* Air con. system_'"-;7~----- Hot wate~ hea~er -~L-,,-_ _____ _ Combustion a11 ____________, , Gas piping, valves.~!7"'----- LPG Drain --''"'-------;--- FIREPLACE/STOVE / Clearance to combuslibles-c-7'-/---~ Termination of chimney ? ·· Combustion air / l} .. ·:_:?i\JS Hearth (12" or 20" on sid Glass doors __ _,,___,.~--- Certllied by:._--tT--------- REMARKS (continue on back) STAIRWAYS Headroom (6'9') --!':.;T'-----~- Aalllng & guardrails ""':;7'--;r------ Wldlh'----v---T'-------- Rise & run ---4-,c.__ _____ _ KITCHEN Clearance above grill ~ • Exhaust lan • 1 Z / Broiler exhaust (1 hr. chase) V BEDROOMS/ Egress -.< Smoke det~ctor ~Z~-:------ 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 IssuedJO:::l!~.Q~zoned Area ..........•...••.......•..•.•.. Permit No ... !Ol::J.l ............... . 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. Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Insulation 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 Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD oatelo}r9/ot. ey~ IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information As~essorfTreasurerPropertySearch I Asse_s_sor Subset Querv I Assessor S<!le:>_Search Clerk.&:Re~orcle.LReceptionSe<!n:h !?<!sic I3tlilding Chauwteristics I IaxJnfonnation Parcel Detail I Value Detail I Sales Detail I Residential/Commerciallmprovement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I oo8 II R042644 II 239510409029 II 63.502 I Owner Name and Mailing Address IENGLISH, G. JERRY & ANN M. I 1513 EASY ST I IGLENWOOD SPRI, CO 81601 I Legal Description lsECT,TWN,RNG:I0-7-89 I lsUB:SPRINGRIDGE RESERVE PUD, PHASE I II LOT:29 PRE:R042100 BK:1728 PG:541 I IRECPT:682725 BK: 1720 PG:770 IRECPT:681083 BK:1720 PG:768 IRECPT:681082 BK:1720 PG:766 IRECPT:681081 BK: 1720 PG:764 IRECPT:681080 BK:1720 PG:761 IRECPT:681079 BK:1720 PG:759 IRECPT:681078 BK:1720 PG:757 I IRECPT:681077 BK: 1720 PG:731 I IRECPT:681076 BK: 1720 PG:710 I IRECPT:681075 BK: 1720 PG:702 I IRECPT:681 073 BK: 1720 PG:696 I IRECPT:681072 BK: 1720 PG:693 I IRECPT:681 071 BK: 1720 PG:673 I http :1/www. garcoact.com/assessor/parcel. asp ?ParcelN umber=23 9 51 040902 9 10118/2006 Parcel Detail Page 2 of 3 IRECPT:681069 BK:1661 PG:345 IRECPT:668309 BK:1652 PG: 180 IRECPT:666215 Location Physical 11351 HIDDEN VALLEY DR GLENWOOD SPRINGS I Address: Subdivision: IISPRINGRIDGE RESERVE PUD, PHASE I I Land Acres: I 1.553 Land Sq Ft: I 0 Section II Township II Range I 10 II 7 II 89 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 4s,6ooll 13,0501 I Improvements: II oil 0 I Total: II 45,oooll 13,0501 Sale Date: 119112/2005 Sale Price: 11169,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year II Transaction Type I Amount I 2005 II Tax Payment: Whole ($5.00)1 2005 II Tax Payment: Whole ($9.52)1 2005 II Tax Amount $9.521 2005 II Tax Amount $5.001 http://www. garcoact.com/ assessor/parcel. asp ?ParcelN umber=23 9 51 040902 9 10/18/2006