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HomeMy WebLinkAboutApplication - PermitGarfield County I NO . 10140 .....___ ______ __, Building & Sanitation Department 108 Kh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 \ .:::: · """ \ _ ElK Job Address lL.--L \ ~l K J pno '6'2 .1) r, bl l CJ I Lo --, L 5 {'(1fft (JO NatureofWork BuildingPermit ·z -5 93 -0 l o I ,..D S ~0 7 2- Us e of Building 5 /-F d-CM:J ~ '-" / pili.--<~ .../-ill o..dud. ~ owner jy lDvW haLk; ~,e.:X ~c _cx~j~ Contractor ( f\J\ ('__ t-\n"J VV!.J Amount of Permit$ ~. 1!:>D O . ~ { Date ) D ) · Z-}'"200( p Clerk ~"-~ GARFI E LD C O UNTY BUILDING P E RMIT A P P LI C A T IO N 108 8'" Street, Suite 401 , Glenwood Springs. CO 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Ins pection Line: 970-384-5003 Penult No: \ Q l l / Q Parce l/Schedule No: ."'.. ) c7 3 -(,) 6 I -OCt-0 7 2- 2 3 4 5 Ei 7 Describe Work: 8 Class o f Work: f l 10 a 0 Alte r a tion Addition 0 Move On-Sit e Sewa ge D is p osal Carpor t: 0 S ite Plan o Rem ove 0 Single 0 Do u ble 11 Adjusted Valu a tions: S .iJ 3 8'? 1 S ).. "/. {\) 12 S p ecial Co nditlons: ~~~~----~------------~--------¢3 81521~ NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUE D BY THE STATE OF COLORADO. Till S PERMIT BECOMES NULL AND VOI D IF WORK OR CONSTRUCTION AUTHORIZED I S NOT CO M M ENCED WIT HLN 180 D AYS. OR. IF CONSTRUCTION OR WORK I S SUSPENDED OR ABANDONED FOR A PERIOD OF' 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HE REBY CERTIFY TIIAT I HAVE READ AND EXAMINED T HIS APPLICATION AND KNOW TilE SAME TO BE TimE AND CORRECT. ALL PROVISIONS OF' LAWS GOVERNING TI-n S TYPE OF WORK WlLL BE COMPLETED WITHJN WI1ETH ER SPECIFI E D H EREI N OR NOT . THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTIIORITY TO VIOLATE OR CANCEL TI1E PROVISI ONS OF' ANY 0111ER STATE OR LOCAL l.AW REGUI.ATING CONS UCTI ON OR ·IE PERFORMANCE OF CONSTRUCfiON D a ted Perm it Is su e d: o c c /?c.c_ Zon in g: Manu. Home: I S DS No. & F ee : AGREEMENT PERMISSI ON IS HEREBY GRANTED TO TilE APPUCANT AS OWNER. CONTRACfOR AND/OR THE AGENT OF TilE CONTRACfOR OR OWNER TO CONSTRUCf THE STRUCTURE AS DETAILED ON PJ..ANS AND SPECIFICATIONS SUBM!TIED TO AND REVIEWED BY TilE BUILDIN G DEPARTM ENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMI T , TilE SI GNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFI ELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES TIIAT I F THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED Willi IN TilE LCOATION, ERECTION, CONSTRUCTION, AND USE OF T HE ABOVE DESCRIBED STRUCfURE. T H E PERMlT MAY B E REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND TIIERE IT SHALL BECOME NULL AND V O ID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TilE BUI LDING OFFICIAL FROM THEREAFTER REQUIRING TilE CORRECTION OF ERRORS IN SAJD PLANS, SPECIFICATIONS AND OT HER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS COD E OR ANY OTHER ORDINANCE OR REGULATION OF TillS JURISDICflON. THE REVIEW OF SUBM IITED PLANS AND SPECIFIC ATIONS AND I NSPECTIONS CONDUCTED T H EREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONS!BlLIT IES OR L fnES BY GARFIELD COUN1Y FOR ERRORS. OMISSIONS OR DLSCREPENCIES. THE RESPONSI BI LITY FOR T HESE ITEMS AND I MPLEMENTATION NG CONSTRUCTION RESTS SPECIF'ICIALLY \VITI! THE ARTICTECf. DESIGNER. BUILDER. 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, co unter tops and finished walls, ready for s tove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or s ho wer, 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 wi ll detour away from the building; 7. Exceptions to the o utside steps, decks and grading may be made upon the demonstration of extenuating ci rcumstances, i .e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OFOCCUPANCY (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 occupancl , use a ~d the issuance of a Certificate of Occupancy for the dwelling under building permit# 0\ L () S ignature Bpapplicationfeb2006 Date VALUATION/FEE DETERMINATION Appticant !f/tnstfrttA... Address }Jt Ell/ Jfl'ltt16$ IJJ( Date 2 -1-0~ 'A~$:::. Finished (Livable Area): 11 Subdivision £//( 5/h I 116 S Lot/Block 7 Z.. Contractor C,M c. HtJMts:> Upper 957 440lf X 3Z-~2 ('p'{-Main :25 9~s ~. /0 Lower Other <6~a Total Square Feet ---Yaluation Basement: 1/9 cr:'r=J~~:..!q~df-tzrt~ Unfinished Conversion ofUnfmished to Finished Plan Check Fee for Conversion Valuation Garage: g fo 0 X/ g f]Jl =-J/ S: l/80 ~ Valuation 1 Crawl Space: /371;:t tf ~ f; Z; 3 frrR¢1--- V.aluation u /J .3 ""'•7/_ cp_o f}-5" (r l/ y q QtJ -fP"r 1 U CP Decks/Patios: H Covered ~ C!3x z_C{fe--JJI/~'13 2..~ Valuation H 1 Open 35 (p X I 2-QJ2. = JP 1../ 2. 7 2. f2!2- Valuation ' PLAN REVIEW CHECKLIST Applicant /!ltfrt-S,#;.9t£L Building v-1'fngineered Foundation ~Driveway Permit ~urveyed Site Plan .!l}t_ Septic Permit and Setbacks ....--o:radeffopography 30% ~tach Residential Plan Review List ~nim u m Application Questionnaire ~ubdivision Plat Notes ~ire Depmtment Review ~ aluation Determination/Fees ~d Line Plans/Stamps/Sticker ~plication Signed ~an Reviewer To Sign Application ~arcel/Schedule No. ~40# Snowload Letter-Manf. Hms. ~ilsRepmt GENERAL NOTES:. Date 9-1 ..:...o~ Planning/Zoning ~rty Line Setbacks -j/-d30ft Stream Setbacks ;L.JlFloodP · iL./lRoad Impact Fees __ HOA/DRC Approval ~ __ Grade/Topography 40% ~inglssues _-sUbdivision Plat Notes 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 checldist 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. I. 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 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 e~lope. Yes _ ___:_/ __ 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 comer lot. Special setbacks do ~· 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 prope ies), streams or water courses? Yes 0 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? / Yes. ___ f-'~e-- 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel !!J_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 so~--· 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 loa~- Yes. ____ _:_/_ 9. Does the plan include a buijding section drawing indicating foundation, wall, floor, and roof construction? / Yes. ____ __:v:___ I 0. Does the building sectiondrawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafte;s oYi6JSts or trusses? Yes ___ _::/ ___ • II. Does the building section drawing or other detail include the method of positive connection of all columns and beams?/ Yes ·z,L 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the · · ·oint between the ridge and eave of a gable or shed roof or the top of a flat roof? ding height measurement usually not to exceed 25 feet) Yes. ___ .:__ __ 13. Does the plan include !!flY stove or zero clearance fireplace planned for installation including make and model;mdColorado Phase II certifications or phase II EPA certification? Yes ~ 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/oo~and/or basements comply with the requirements of the IRC? Yes ~ No ------- 16. Does the plan include a "ridow schedule or other verification that windows provide natural light and ventilati or 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; slidi11g glass doors; fixed glass panels; shower doors and tub enclosures and specifY safet):: azing for these areas? Yes No. ______ __ 18. Is the location of all n a! and liquid petroleum gas furnaces, boilers and water heaters 19. 20. 21. 22. indicated on the n? Yes No ______ _ Do you understand that if you are building on a parcel of land created by the exemption process or the7,ubdivis · fi'J')focess, are building plans in compliance with all plat notes and/or covenants? Yes 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 a~appli tlon for a building permit? The building permit application will not be accepted wit t it. Yes No ___________ _ //_...~~- Will this be the onl~idential structure on the parcel? Yes 1/ No Ifno-Explain: ________ _ Have two (2) comp]<ltesets of construction drawings been submitted with the application? Yes ~ ------ 23. Do you understand th e minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes No ----- 4 24. Have you designed construction coder Yes ----"'-- or d this plan designed while considering building and other irements? No ------ 25. Do your plans comply w· all zoning rules and regulations in the County related to your properties zone dist · Yes No ------ 26. Does the plan accurate!.. indicate what you intend to construct and what will receive a final inspection by the field County Building Department? Yes No ------ 27. Do you understand th t.approval for design and/or construction changes are required prior to the application o ese 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 "Pennit Fee" as well as any "R~oad Im act" or "Septic System" fees required, at the time you pick up your building pennit? 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 c:30 a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 38 003. Y es ____ ___IL __ _ No _____ _ 30. Are you aware that re sting inspections on work that is not ready or not accessible will result in a $50.00 -inspection fee? Yes No _____ _ 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a inspection prior to receiving a Certificate of Occupancy and occupancy of the 1 ding? Yes No ____________ _ 32. Are you aware that the Permit Application must be signed by the Owner or a written authority bein~given £ 'Agent and that the party responsible for the project must comply with the IRC? Yes No ______ _ 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-86~/ Yes '/_..........---No. ______ _ 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of ~spection. Yes No _______ _ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel Numberfor the lot you are applying for this permit on prior to submittal of a building permit apoli:Ciition? Your attention in this is appreciated. Yes ~ No ____________ ~----- 36. Do you know tbat the local fire district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 3 7. Do you understand that if you are planning on doing any excavating or grading to the property prior to issua e of a building permit that you will be required to obtain a grading permit? Yes ----.f'-o,.L-- I hereby ac;knowledge that I have read, understand and answered these questions to the best of my abilit~$ , 3/J?ll~~ 1-~ ~ r = h S1gnature of Owner Date Phone: '770 /7?~o6oD (days); ~3"'-)..'c:' :c.c'if'--__l_I.::.D_,6"-]L-___ ( evenings) Project N arne : ___ __,(JIJ~ct-"v',_,:.s=.· "-'h.::.Ct'-/'-'/ ___ _.:_Ksz_~""_s=...,_, ------------------------------------- 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 March 31, 2006 CMC Homes, LLC Attn: Bill Marshal P.O. Box 1531 Eagle, Colorado 81631 I I-lq~<\I'()!Th-l\m·bk cJc(Jicdulk;tl, Inc. 5020 C. ILl IlLy R, '•!•l J·)-f Glcn\1·,-~,_.j :;l,rinc:c:, (.',IL •Lt-L 1 ,·-; i (-,, __ '·I PhonL': l)/~1-'-)-i )--f'i-),'-i~_; F:t\.: \JI(Ll}-15-0-f-14 l'IIIC!i I: h!\C:'-''-' '(!'hF!-':l'<)) L'\_1 ,_,-, ll"ll Job No.106 0262 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 72, Filing 7, Elk Springs Subdivision, Garfield County, Colorado Dear Mr. Marshal: 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 CMC Homes, LLC dated March 22, 2006. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc., previously performed a preliminary geotechnical study for filings 6 through 9, Elk Springs (formerly Los Amigos Ranch PUD) and reported our findings on February 14, l997,job No. 197 617. Proposed Construction: The proposed residence will be two story wood frame construction above a basement with an attached garage and located in the building envelope shown on Figure l. Basement and garage floors will be slab-on-grade. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings for this type of construction 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 of structures and snow cover at the time of our field exploration. Vegetation consists of sage brush and grass and weeds with juniper trees in the southern part. The ground surface slopes gently down to the southwest. Basalt cobbles and boulders are visible on the ground surface. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three exploratory pits at the approximate locations shown on Figure l. The logs of the pits are presented on Figure 2. The subsoils encountered, below about one foot of topsoil, consist of basalt cobbles and boulders in a silty sand mattix. Results of -2- swell-consolidation testing performed on a sample of the sand and silt matrix presented on figure 3 indicates low compressibility under existing moisture conditions and light loading with a moderate collapse potential (settlement under constant load) when wetted and under additional loading. Results of a gradation analysis performed on a sample of silty sandy gravel (minus 5 inch fraction) obtained from the site are presented on Figure 4. No free water was observed in the pits at the time of excavation 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 of2,500 psffor support of the proposed residence. The sand and silt matrix soils tend to compress after wetting and there could be some post-construction foundation settlement. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Utility trenches and deeper cut areas may require rock excavating techniques such as chipping or blasting. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Voids created from boulder removal at footing grade should be filled with a structural material such as concrete or road base compacted to 95 percent standard Procotor density at a moisture content near optimum. 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 walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on- site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some differential movement, 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 devoid of vegetation, topsoil and oversized rock. Job No.l06 0262 - 3 - 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 and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. 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 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 'h feet deep. 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, finer graded 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 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation and lawn sprinkler heads should be located at least 5 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the foundation caused by irrigation. Limitations: This study has been conducted in accordance with generally accepted geoteclmical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in Job No.I 06 0262 -4- this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining 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 until excavation is performed. If 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 engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, Reviewed by: Job No.l06 0262 ---------------------------------------------------~ I LOT73 106 0262 c~<£tech HEPWORTH-PAWLAK GEOTECHNICAL. COMMON AREA ' ' APPROXIMATE SCALE 1" = 100' LOCATION OF EXPLORATORY PITS Figure 1 .<:: Q_ Q) 0 0 5 10 LEGEND: PIT 1 PIT2 ,_r-WC=10.6 l__9D=70 ~ TOPSOIL; sandy silt and clay, organic, firm, moist, dark brown. PIT3 BASASLT COBBLES AND BOULDERS (GM); in a silt and sand matrix, dense, moist, light brown, calcareous. 2" Diameter hand driven liner sample. Disturbed bulk sample. T Practical digging refusal with backhoe. NOTES: 1. Exploratory pits were excavated on March 28, 2006 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were not measured and the logs of exploratory pits are drawn to depth. 0 5 10 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 encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve .<:: (i_ Q) 0 106 0262 c~ LOGS OF EXPLORATORY PITS Figure 2 HEPWOR'Tt-1-PAWLAK GEOTECHNICAL Moisture Content = 10.6 percent Dry Density = 70 pel Sample of: Sand and Silt Matrix From: Pit 2 at 4 Feet 0 1-.......... 1 r--. ' ?/1. 2 c 0 ·c;; U) 3 ~ 0. -I-' Compression E 1::-0 upon u wetting 4 5 6 ""' \ 7 1\ 1 8 1\ \ 9 ~ 10 0.1 1.0 10 100 APPLIED PRESSURE -ksf 106 0262 Ce~ SWELL-CONSOLIDATION TEST RESULTS Figure 3 HEPWORTl+PAWLAK GEOTECHNICAL ... 0 w z ~ w 0:: f-z w (.) 0:: w (L I HYDROMETER ANALYSIS I SIEVE ANALYSIS I ,I, HR TIME READINGS I U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS I 24 HR. 7 0 45 MIN. 15 MIN. 60MINJ9MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 11/2" 3" 5"6" 8" 10 20 30 40 50 60 70 80 90 100 .001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.75 9.5 19.0 37.5 76.2 152 203 12.5 127 DIAMETER OF PARTICLES IN MILLIMETERS MEDIUM CLAY TO SILT SAND ANE J COARSE GRAVEl I C088LES RNE GRAVEL 50 % SAND 24 % SILT AND CLAY 26 % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF: Gravel with Silt and Sand FROM: Pit 2 at 3Y, thru 4Y, Feet 100 90 80 70 80 (!) z u; (I) <( (L 50 f-z w (.) 0:: w 40 (L 30 20 10 0 106 0262 ci'&tect, GRADATION TEST RESULTS Figure 4 HEPWORll+PAWLAK GEO"l'ECHNICAL I ·-I "'*"- Assessor's Parcel No. Z5"f'S -cf._[J I m-nlZ Date 10 / L f-l O\J(Q BUILDING PERMIT CARD Job Address \L \ ll ('~-\ K "'Sp ,rl n ~<) Owner ~J (Jcv4}n ~It 1 D iAt 'L('(.v'-\:1~ Contractor \ • 'N\C 't \mv"-tcJ Setbacks: Front _____ Rear _____ RH. _____ LH _____ Zoning ____ _ 'S \(- Soils Tes:t~~~~~~;,;;~~==== ~~~~~~tion'1o-f?t'~ ""P'IS: Grout _____________ ___ INSPECTIONS Weatherproofing ____________ _ Mechanical -A Underground Plumbing:::--,.-~--­ Rough Plumbing ;'-.:?3-oi'~e"' Framing hJ. "'-o7 ~z" -r'?'F..,.y£?{~ Insulation /-;zro7~ Electrical Rough (State) /-f4?D 7 61 Electri_Gal ~nai1State) t"-U--o! i'SL_ Final :S-.2-'J· D) /Checklist Cqr,nfleted? 70i1'C Certificate Occupancy~# '1 ~ ) _;, r) _ D~e -r-· Septic Sys~~~e # ~ Roofing -,--=--c=--=-------- Drywall ,lr29-o7~ Gas Piping /·1"2-cc 7 :;?'z;< EXTERIOR / Address No. ----------y~------- Drainage--------''-----,-/'---- Decks-support & clearance to wood ---,L/ ___ _ Decks--stairs & rails ______ .._/?"----- Exterior locks ---'-------T----- Fiashing around doors & windows--+---- Insect screens------------- INTERIOR GARAGE fire wall separation--------/'--- Service doors· HI•" min.------..,,'---- Door (20 min.) w/auto closer-Hi!" min. _____ _ Mech. equip. 18" above floor ____ -r---- No opening Into sleeping area _______ _ BASEMENT-CRAWL AREA Access -----------r-------- lnsulatlon ----------7'------- Headroom/Stairs ______ ___,'------- Ventilation --------''-------- Fmal _______ ..='--'i:f-=(zvt:"-'-'-"'---- Other __________________ ~---------- NOTES FIINAL CHECKLIST MECHANICAL ROOM Boiler ___________ _ Hot water ----;7~-------- F.A. gasloil_-=c_ ________ _ Floor drain_---cr--------- Ciearance _ _c-:T-------- Air con. system__:_s:?"---rY,.-9c------ Hot water heater ---'--;oPI>..J'-1~"'=~---- Combustion air __ :__ _____ __ Gas piping, valves _______ _ LPG Drain _________ _ FIREPLACE/STOVE 3 / Clearance to combustibles _ __:::c.:__ __ _ Termination of chimney _______ _ Combustion air ________ _ Hearth {12" or 20" on sides)----- 1 ' ~ Glass doors --.,-p+-::-J.-:J,,.,lf'l-t4-I/7---- Certified by: __ "'il--"'~= .... ~ .... ,~,,_"1---- REMARKS /continue on backl STAIRWAYS Headroom (6'6") ------;r------- Aailing & guardrails ---'--y------ Widlh ______ __:.-T':__ ____ __ Rise & run -----"'------- KITCHEN Clearance above grlll __ _:_r'------- Exhaust fan -----'---r/"----- Broiler exhaust (1 hr. chase) _:._7 ____ __ BEDROOMS Egress ________ __..-/':-:;~------- Smoke detector ____ ..!_V:__ ______ _ BATHROOMS ,// (( Exhaust fan-----..,?'~'--------"'\ Shatterproof glass __ --".1/ ________ _ OTHER ~:J ~~""""'-~-----------:'~ ,/ / ,, ~,-.:t- INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSlED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 3l5'+-3'tl0 BUILDI~G PERMIT GARFIELD COUNTY, COLORADO 1"'1 ~ I-"'" '("·, . . lQ!tl 0 Date Issued ... "-f. .. ~.~.Zoned Area ............................... Perm1t No ..•....•.....•....•.......•.. 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 l!bove 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 . . Building Inspector and IMMEDIATELY BECOME NULL AND VOID. · , ' ALL LISTED ITEMS MUST BE INSPECTED AND COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor!freasurer PropJTt)'_Search I Assessor Subset Query I Assessor Sales Search Clerk. .. & .. Rec;mder Rt:ceptioll_Se<m::_h I';m::eLDetail I Value Detail I Sales Detail I Residential/Comme:rciallmprovement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I on II R042863 II 239306109072 II 63.377 I Owner Name and Mailing Address !MARSHALL, MILTON P I lc/O WILLIAM MARSHALL I 10090 LONGVIEW AVE I !EAGLE, CO 81631 I Legal Description lsECT,TWN,RNG:6-7-88 DESC: NE 1/4 I lsUB:ELK SPRINGS, LOS AMIGOS FLG 7 I ILOT:72 PRE:R050064 AND!fHRU:A ITO:R111957 BK:873 PG:379 BK:843 IPG:458 BK:799 PG:48 BK:775 PG: 173 IBK:775 PG:165 BK:646 PG:579 BK:633 IPG:851 BK:614 PG:675 BK:545 PG:99 IBK:545 PG: 110 BK:512 PG:767 BK:512 IPG:767 BK:510 PG:815 BK:510 PG:805 IBK:454 PG:503 BK:450 PG:257 BK:438 IPG:569 BK:418 PG:1 BK:417 PG:600 IBK:409 PG:220 BK:1561 PG:412 IBK: 1270 PG:809 BK: 1230 PG:709 IBK:1230 PG:697 BK:1230 PG:691 IBK:0650 PG:0574 BK:1811 PG:466 '7 nAt'1nnh Parcel Detail Page 2 of3 IRECPT:700255 BK: 1724 PG:7 I IRECPT:681712 BK:1724 PG:420 I IRECPT:681776 BK:1724 PG:416 IRECPT:681775 BK:1724 PG:414 IRECPT:681773 BK: 1498 PG:271 BK: 1498 IPG:270 BK: 1354 PG:600 RECPT:603313 IBK:0995 PG:0534 BK:0995 PG:0529 IBK:0982 PG:0103 Location Physical Address: IICARBONDALE I s hd' . . IIELK SPRINGS, LOS AMIGOS u IVISIOn: FLG 7 I Land Acres: I 3.16 Land Sq Ft: I 0 Section II Township II Range I 6 II 7 II 88 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 92,28011 26,7601 I Improvements: II on 0 I Total: 92,28011 26,7601 Sale Date: 116/8/2006 Sale Price: 11160,000 Basic Building Characteristics Number of Residential 0 Buildings: Number of Comm!lnd 0 Buildings: No Building Records Found Tax Information Parcel Detail I Tax Year II Transaction Type II Amount I I 2005 II Tax Payment: Whole II ($339.06)1 I 2005 II Tax Amount II $339.061 Top of Page A~se;;_sorD<lt<iRll§f'S,m:c_l)_Qpti.9.!l~ I Treasurer Database Semch QptionJ> f:lerk_&_R.~.Drcler.DatahaseSs:archOptio!ls 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 Gooc!Inrn~Softwm~. "'7 /1"1 A l'"'tiV\L COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at F/:2/ @ g~ &. PermitNo.~/~0/LLY~~--------------------------- I have this day inspected thh structure and these premises and found the following corrections needed: JJ c!.d/ r --u ~~ 3}/50,_t?t:7 ~-~ r ~~ /1J ~ z;_ru_ ~' 0~ You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call lor inspection at 970-384-5003. Date JtJ-cu:J-o6 20 ~-==-~-- Building Inspector &*~~ Phone (970) 945-8212