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HomeMy WebLinkAboutApplication - PermitGarfield County I N O . 10 279 Building & Sanitation Department 108 st" Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 V. ~ (Vl-33 "A 11 ·!In -9 ~~ fAH ~"'-- J o b Address OJ.-~1 ~ £t&d; tJ, ~~ rC1 g/6.J...J Nat ure o f W ork Building Permit P~ J .f93,. ;2.04 -/G-o -3 3 I U seofBuilding ~}~~eM ~~W/~ ~ {)J. (J ' ~~~Q O w ne r .~ D o - 1 Contracto r ~ Amo unt of P ermit $ c9S b3 , fo CJ ~ 1 ~ -t '-{-'53 I b 7 ~ ?0 \'l.~fo Dat e ~ d.1 {).oo 7 C le rk (!,~ The following items are required by Garfield County for a final inspection: 1. A final E lectrical Inspection from the Co lorado State E lectrical Inspector; 2. Pennanent address assigned by Garfield County Buildin g Dep artment posted where readi ly v i sible from access road; 3. A finished roof, a lo cka bl e hou se, complete exterior siding, exterior doors and windows installed, a complete kitc he n with cabinets, a sink with hot & cold running water, non-ab sorbent kitchen flo or coverings, counter top s and finished walls, ready for stove and refrigerator, a ll n e c essary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stoo l, h ot and co ld miming water, non-absorb ent floors and walls fini shed a nd a priv acy door; 5. All steps outside or in side over thre e (3) steps mu st have handrail s, g uard ra il s on balconies or decks over 30" hi gh constructed to a lllBC a nd IRC require ments; 6. Outside grading done to where water wi ll detour away from the bu il ding; 7 . Exceptions to the outside st ep s, d ecks and grading may be made upon the d em onstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be iss ued unti l a ll the required ite ms are comp leted and a fina l in sp ection m ad e; 8. A fin a l in spection sign off by the Garfield County Road & Bridge D epartment fo r driv eway insta llation, wh ere app licab le; a s well as any fina l s ig n off by th e Fire Di strict, and/or State Agencies wh e re app licab le. 9. If you will be connect ing to a public water an d/or sewer system , proof of the tap fees h ave been paid a nd the connection s inspected by the servi ce provider prior t o is suance of a C.O. A CERTI FICATE 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 CERTIFI CATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE O F DWELLING WITHOUT A C.O. WILL BE CONSID ERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree t o ab id e by th e above conditi on s for occupancy, use a nd the issuance of a ~c up ancy for the dwe lli ng under building permit# {oJ. 7'J . ~ //-2.q -tJ{p Signature Bpapplicati onoctob er2006 Date VALUATION/FEE DETERMINATION Applicant ~ · Address o ~: lo-.1. jll, • Jr, Date l '2-· • Subdivision IJ1 ,J ~~ ~ t J U Lot/Bloc~ ;11 ~ 33 Contractor l:Dc.J ~ fh o8 ;}-20 (,'I 7 <flJ -J7 [p/{, 7 L/ c.;~ Basement: Total Square Feet Valuation Unfinished Conversion ofUnfmished to Finished Plan Check Fee for Conversion Valuation Garage: ~ 11 x 18'0 ~ =./It Y.,ro~ ~ Valuation Crawl Soace: J 1_ ~tf. X Cf f!52 --f; 3. 3 50 ~ 'y aJ.uatiOn I Decksffatios: · 1.; Covered 2ff 1 A L</ oo -2M /2 oO Valuation 1 Open Valuation Total Valuation fJ D~ <i~Jtf171f~ 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. 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 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 -L._ 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 penni! on is located on a comer lot. Special setbacks d.9 apply. Yes ;.L_ 3. Does the site plan include when applicable the location ofthe I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent pt;operties), streams or water courses? Yes~ ---"'-=--'----- 4. Does the site plan indicate the location and direction ofthe County or private road accessing the property? 2 Yes L_ 5. 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 Departmen,t at 625-8601. Yes v ·~----'----- 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforc:2·steel in accordance with the IRC or per stamped engineered design? Yes 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 .,f_ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces anq.soffits? Yes ../ ~--"-~~~- 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 feet above sea level), floor loads and w?d loads? Yes~---"L'--~~- I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructw· OJ}? Yes ./ '-----''-----~~~ II. Does the building section drawing include size and spacing offloor joists, wall studs, ceiling joists, roof ratters or joists or trusses? Yes. __ _:!/~--~ 12. Does the building section drawing or other detail include the method of positive connection of all colunmyand beams? Yes · t/ 13. 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 flayoof? (Building height measurement usually not to exceed 25 feet) Yes._----'0_¥~~- 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 I 5. 16. I 7. I8. I9. 20. 21. 22. 23. make and model and Colorado phase II certifications or phase II EPA certification? Yes No V --'--::-----:----c:--: Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? / Yes No __ V' __________ __ Does the plan include a window schedule or other verification that egress/rescue windows from sleepil}!l rooms and/or basements comply with the requirements of the IRC? Yes vi No ____________ __ Does the plan include a window schedule or other verification that windows provide natural light and venylation for all habitable rooms? Yes v' 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 specifY sl)fety 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 coven)illts? Yes V No ------ Do you understand that if you belong to a Homeowners Association (HOA), 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 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 if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes ~ No _____ _ Will this be if!e only residential structure on the parcel? Yes V No Ifno-Explain: ____________ _ Have two (2) complete sets of construction drawings been submitted with the application? Yes / 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? ,;/ Yes II' No ____ _ 25. Have you designed or had this plan designed while considering building and other construct,. o code requirements? Yes No ----- 26. Do your plans comply with all zoning rules and regulations in the County related to your properties z911e district? Yes ,/ No ______ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ~ No _____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the appli9'<1tion of these changes? Yes v 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 pepnit? 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 callev-" to 384-5003. Yes No _____ _ 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 -./ No ----- 32. 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 l}f the 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 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 tim; of applicable inspection. Yes L No _______ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule ~her for the lot you are applying for this permit on prior to submittal of a building pen;,V(application? Your attention in this is appreciated. Yes No _______ ___ Do you know that the local fire )l-istric! may require you to submit plans for their review of fire safety issues? Yes ../ No (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building penni! that you will be required to obtain a grading permit? / Yes if Are you aware that if you 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 :f q/:ertificate of Occupancy? Yes _ _,L_c:__ __ I hereby acknowledge that I have read, understand and answered these questions to the ' be·s-tqf~ity. <~;/A //-2 9'-6(, Date Phone: tzo 61<'9-'liZ& (days); 9zo Po 'f 9 75'/ (evenings) ProjectName: bun,(\ P..o~leLz.A\= Project Address: -re:,b IYlidla,J ~o;J'd (CJ[IoorMg C (> BlbZ) Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 PLAN REVIEW CHECKLIST Applicant l>u"" ,_,_ BuHding _VEngineered Foundation Zi?'-,Driveway Permit ....--s-urveyed Site Plan ~Septic Permit and Setbacks ~radefropcigraphy 30% _'-1'm:ach Residential Plan Review List _L-Mtii.imum Application Questionnaire __ '-&r!Tdivision Plat Notes __ «-Ere Department Review ---''~V.,.aluation Determination/Fees --~Line Plans/Stamps/Sticker ~Conditions --~ication Signed __ --12lan Reviewer To Sign Application _Ll<arcel/Schedule No. ts4Sil Smncl9ad T etter-J\1anf. Hms. --~ils Report GENERAL NOTES: Date ( L • 14 .. 0 t, Planning/Zoni-'1 6 __ Property Lihe Setbacks __ Buildilg Height __ Zonin Sign-off Road Impact Fees RC Approval ~tech HEPWORTH-PAWLAK GEOTECHNICAL October 31, 2006 Heath Dunn 305 Summit Drive Carbondale, Colorado 81623 1-lcTI\'<JlTh-1\ndctk Cl'tllt•chnic.ll, lth.:. 5020 Cmmtr R\)·,d !54 Glcm1·,l,lll s'!lrin.!.!~, CrllPrcltlu 81601 Pill me: 97(L94 5-7988 F,lx: 97lV)45-845-J. t'nwil: hpgl'rlflhp,!!l'rlrech.crll1l Job No.I 06 0851 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot M-33, Midland Point, Garfield County, Colorado Dear Mr. Dunn: 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 September 26, 2006. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. A preliminary geotechnical investigation was conducted for Midland Point (formerly Coryell Ranch) by CTL/Thompson, Inc. and the findings reported on January 29, 1999, Job No. GS-2647. Proposed Construction: The proposed residence will be one and two story wood frame construction above a crawlspace with an attached garage and located on the site as shown on Figure I. Garage floor will be slab-on-grade. Cut depths are expected to range between about 2 to 4 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 lot is located on the uphill side of Midland Point Drive. Vegetation consists of grass and weeds. The ground surface is relatively flat in the rear part of the lot and slopes moderately down to the roadway in the front. Eagle Valley Evaporite is exposed on a hillside to the west of the subdivision. Subsidence Potential: Midland Point is underlain by Pennsylvania Age Eagle Valley ·Evaporite bedrock. The evaporite contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. During previous work in the area, sinkholes were observed in the lower Roaring Fork River valley. Sinkholes were not observed in the immediate area of the subject lot. Based on our present knowledge of the site, it cannot be said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot M-33 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -2- throughout the service life of the residence is low and similar to other lots in the area but the owner should be aware of the potential for sinkhole development. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 2 feet of manplaced fill, consist of slightly silty sandy gravel with cobbles and small boulders. Results of a gradation analysis performed on a sample of sandy gravel (minus 5 inch fraction) obtained from the site are presented on Figure 3. 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 granular soil designed for an allowable soil bearing pressure of 2,500 psf for support of the proposed residence. Settlements are expected to be relatively minor and essentially occur during construction. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. The topsoil and existing fill encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural granular soils. Voids created by boulder removal should be backfilled with concrete or compacted structural fill. 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 10 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 45 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 Jess than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. The existing fill and additional 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. 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 JobNo.l060851 ~tech - 3 - create a perched condition. We recommend below-grade construction, such as retaining walls and crawlspace 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 I foot below lowest adjacent finish grade and sloped at a minimum I% to a suitable gravity outlet or drywell. 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 of2 inches. The drain gravel backfill should be at least I Y, 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 I 0 feet in unpaved areas and a minimum slope of 3 inches in the first I 0 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. 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 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.· Job No.J06 0851 ~tech -4- 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. /---......., .08P.7..?/r .· .----t:' -~ L Louis E. Eller Reviewed by: Steven L. Pawlak, P. LEE/ksw Attachments Figure 1 -Location of Exploratory Pits Figure 2 -Logs of Exploratory Pits Figure 3-Gradation Test Results Job No.I06 0851 ~tech 106 0851 APPROXIMATE SCALE 1" = 30' .... .... _...-1 ......... I .......... I .......... I ..... ........ ..... ..... I .......... I ..... ..... I ..... .......... I ( ...-PIT 1 1 I • I I I I I I I I LOT M-33 I I 1 I PROPOSED I I RESIDENCE I I I I I I I I I I I I I I I I ; v/ / / / / / / I I I , I PIT2 /1 • / / I I I ~ ij!c "Q ~ ,p ~ s ~ ~ LOCATION OF EXPLORATORY PITS HEPWORTH-PAWLAK GEOTECHNICAL Figure 1 PIT 1 PIT2 0 0 lL • I +4=69 lL ai~ ~ [1--13i i 5 -J -200=9 5 i 10 LEGEND: 10 ~ FILL; about 6 inches of topsoil overlying gravel and sand with some topsoil and clay, firm. moist, brown and black GRAVEL, COBBLES AND BOULDERS (GM-GP); sandy, slightly silty, small boulders, dense, moist, light brown, subrounded rocks. ~ ~ J Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on October 19, 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. 4. The exploratory pit locations 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 106 0851 ~ HEPWORll-I·PAWLAK GEOTECHNICAL LOGS OF EXPLORATORY PITS Figure 2 0 w z :;;: f-w a:: f-z w (.) a:: w a_ I HYDROMETER ANALYSIS I SIEVE ANALYSIS I I TIME READINGS I U.S. STANDARD SERIES J CLEAR SQUARE OPENINGS J 24 HR 7 HR 0 45 MIN. 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1 1/2' 3" 5"6" 8" 100 10 20 30 40 50 60 70 80 90 100 .001 .002 .005 .009 .019 GRAVEL 69 % LIQUID LIMIT .037 .074 .150 .300 .600 1.18 2.36 4.75 9.5 19.0 37.5 12.5 76.2 152 203 127 DIAMETER OF PARTICLES IN MILLIMETERS COBBLES SAND 22% SILT AND CLAY 9 % % PLASTICITY INDEX % SAMPLE OF: Slightly Silty Sandy Gravel with Cobbles FROM: Pit 2 at 4 to 5 Feet 90 80 70 60 50 40 30 20 10 0 " z Vi (f) <( a_ f-z w (.) a:: w a_ 106 0851 ~ GRADATION TEST RESULTS Figure 3 HEPWORTI+PAWLAK GEOTECHNICAL 'THE HOMEOWNERS ASSOCIATION OF MIDLAND POINT Goodwin P roperties 0326 Hwy 133 Suite 140 Carbondale, Colorado 81623 November 27,2006 Charles Simon 1800 N.E. 114111 St Penthous e 3 Miami, FL33181 RE: Lot 33 Midland Point Dear Simon, Telephone Facsimile (970) 963-4900 (970) 963-4800 The Midland Point Design Review Committee met on November 16, 2006 for the final review of your plans for lot 33. The Committee wa s pleased with the home design and lo oks forward to your r es iden ce becoming a part of the Midla nd Point Community. 1. The Committee approved your plans as submitted. The Committee requests that you leave th e approved sample materi a l board on s ite. In addition, please keep in mind tha t your approved plans are on kept on file for periodic review by the Des ign Review Committee to assure compliance with your approved plans. Any anticipated ch a nges from your approved plans must be submitt ed to, reviewed by and receive approval from the Design Review Committee prior to making any changes. Thank you and please contact me i f you have ques ti ons. Association Manager Cc: Des ign Review Comm ittee COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Q ;;~.:<.! /?24-n./ fl~~ Permit No. · I t?;A /? I have this day inspected this structure and these premises and found the following corrections needed: Jfaddg~~~c?~~ ~~J;g~~ ~e-d:L~~~~~~ ~~~~- 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 7·/)-CJ / 20 .------~ Building Inspector ~~~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at o~a-1 ~_.t" ~ Permit No. /Ci[)?cz I have this day inspected this structure and these premises and found the following corrections needed: v~~~~~~ ~~;e~~.a12-~ ~~· .2Ja/,/ ~ k.~ ~ ~ :#'~ 4~~~ ~Mu-',~1~/~~ :~~"fo</*~ ?} ~r~ ~~bove correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date jfJ...· 19 -cT? 20 Building Inspector ~~ - Phone (970) 945-8212 •· /OJ.-19' Assessor's Parcel No. :;2.37 3-c2'1 fJ-ll:r&-a3 3 Date I/ d.../&CO '7 r' • ~lLDING PERMIT CARD , 1 • b Addre~~!_ Jl~ tt<->'--f:: £P C ~ :?!6;;.3 :flifrY!-3~ ~~~IJ.f~S,.,k/. Nner ~ . 0~ Address3IS5 .:'ihc:zu:c~:wi..:Dr C cli!hone # 1o'f-'115'-{ mtractor ~ Address S,...,d cuJCI)a.<u-e_ Phone# 6/1(-'ft_7y /QJ.,f ~ ltbacks: Front Rear RH LH Zoning ~ S(FdV\CA-c~~ ~ ( c,_-.,.v. INSPECTIONS Jils Test AI~ . ~ik}...~<--Weatherproofing __________ _ Joting 'i=fr'O Z?lt---Mechanical , JU ndation d-. -6 -oZ ?m? Electrical Rough (State) ---'\·....,· /-'---,--,,---:-=-.,.,-:c:- rout _ -~lectrical Final (State) 11 /,?,-I~~ l,G£ nderground Plumbing a/, ~1)11" ~inal /;L_-;:10 <'7 /Checklist~Com leted? V' ough Plumbing 2-//-o?~ Certificate Occupancy# :r-"4'~~-----=-r-- raming 7·/Z-o7~ Date J';£,Uf'tl -'b-&::0 + tsulation 7-,?.6 -07 £'??'?": Septic System ~~~~:5~·~2.Q~,A.~uo~~===== oofing Date •rywall g-;L?-Cl7 flt1L= Final ias Piping ?-ll-o7~ Other--------------- :U C; Jf: . C'-':&f --1"-"x .. i r"l ij ( ~:-oJ!a::c. NOTES . &--1-d ~~ ~ !:_~;;. "-"'--":] fdL. ;uw-._. to; SXTIRIOR AddreaNo. -------~c_ ______ _ Drainage --------1'--------- Dec~support& c~Manceto t Decks-stairs & ralls \\-----1---------- Exterior locks \ · / I I Flashing around doors Insect screens----~------------ INTERIOR GARAGE Access ~ I Insulation ~/ Headroom/Stairs __ \_,_,/<--------- Ventilation ~ FINAL CHECKLIST MECHANICAL ROOM Boiler ____________ _ Hot water-------+---- F.A. gaa/oii~'C"·------+----­ Fioor drain-\c------f------ Ciearance_-T-----,1------- Air con. system\----f--~--­ Hol water heater '<::,-:;.<---,'----- Combustion air·------,'----- Gas piping, valves----,'------- LPG Drain ------!'-------- FIREPLACE/STOVE Combustion~--+--------­ Hearth (12" or Glass doors ___________ _ Certified by: __________ _ REMARKS STAIRWAYS/;' Headroo' (6'6 ---------- Railing & ~ ---------- Width _ _:::__-,;;------- Rise & run ----!'---------- KITCHEN. Egress ----11---tL----;r------ Exhaust fan \ I Shatterproof glas.s_-\~~7-/-/ ________ _ OTHER M ... INSPECTION WILLI\NOT BE MADE UNLESS THIS CARD IS rUSTED ON THE JOB· 24 IIOIJRS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date lssu~J/13:{:9 .. .7. .... Zoned Area .....................•......... Permit No./.9...-2:: .. 7..~ .... AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. flt"~ ofl c..f.s.D.<AroJ· Setbacks Front Side Sjde Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD 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 I 08 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD oateti:JJo1 av 1-·~~i\ bye~ ~LACED 0 SIDE-COVER WITH CLEAR PLASTIC Pan:el Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessorrrreaswer PmpertY Search I A.ssessor Sub~et Ouexy I A~sessor Sales Search Clerk...&RecorderRe~eptionSearcb Basic Building ChAracteristics I T:lxJnformatio11 Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Imnrovement Detail Land Detail I Photogranhs I Tax Area I[ Account Number ]I Parcel Number II Mill Levy I I o82 II R005888 ][ 239329416033 II 67.224 I Owner Name and Mailing Address [siMON, CHARLES I [315 STAGECOACH DRIVE I [CARBONDALE, CO 81623 I Legal Description ---·-·--------- jSECT,TWN,RNG:29-7-88 SUB:MIDLAND I [POINT SUB. LOT:M-33 PRE:ROI0118 I jBK:0390 PG:0200 BK:0384 PG:0358 I jBK: 1856 PG:0982 RECPT:709827 I jBK:1707 PG:351 RECPT:678349 BK:ll73 I jPG: 186 RECPT:559398 BK: 1097 PG:0396 I jBK:1097 PG:0387 BK:0991 PG:0346 I [BK:0991 PG:0327 BK:0991 PG:0318 I [BK:0952 PG:0230 BK:0637 PG:0680 I jBK:0637 PG:0676 I Location I Physical Address: IIMIDLAND POINT RD CARBONDALE[ I Subdivision: IIMIDLAND POINT SUB. I I Land Acres: [[0.451 I II httn•//1.11111111 rT'lt'r>r.•.:or>t l"'r'\1'Y'I/'><'<'o.ro<>r.. .. /..-.n.•ro,.,l ~n~'1n~··~~llrro.T •• --L---,..,...,n,.,,..,r., 1 ,...,.,.,.,,.... Parcel Detail Page 2 of 3 I Land Sq Ft: llo I Section II Township II Range I I 29 II 7 II 88 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 120,00011 34,8001 I Improvements: II oil 0 I Total: II 120,00011 34,8001 Sale Date: ][ 10/25/2006 Sale Price: ][ 195,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information I Tax Year Transaction Type II Amount I I 2005 Tax Payment: Whole II ($2,349.66)1 I 2005 Tax Amount II $2,349.661 I 2004 Tax Payment: Whole II ($2,393.36)1 I 2004 Tax Amount II $2,393.361 I 2003 Interest Payment II ($20.36)1 I 2003 Interest Charge I $20.361 2003 Tax Payment: Whole ($2,036.42)1 2003 Tax Amount $2,036.421 2002 Tax Payment: Whole ($1,796.12)1 2002 Tax Amount $1,796.121 2001 Tax Payment: Whole ($1 ,805.60)1 2001 Tax Amount $1,805.601 2000 Tax Payment: Whole ($5.00)1 2ooo~L Tax PayiJ:~ent: Whole Jl ($4.16)1 Parcel Detail rl 2000 II Tax Amount II $4.1611 I 2000 II Tax Amount II $5.00j To.).) of Pag~ AssessorPatai:Jase Sewell QptiQllS I Treasurer P.iltabase Search Options Clerk & Recorder Database Search 0]2tions Qar[iddC'ounty Hor11e P01ge Page 3 of 3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. 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