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HomeMy WebLinkAboutApplication-Permit4 It Garfield County Building & Sanitation Department 108 8`h Street, Suite#201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 34-1 to C' t i g i C� NO. q7oC‘ N�at a of Work Building Permit 1W62). -®n-1 Use of Buildi Owner • 44an c Contractor `.J tT l /E� / / �/ Amount of Permit $ &D ` %. 5o Date L i :i ! ' Clerk PtekAL_____ SttP[tc.votetit - -I '1 Permit No• GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8-' Street, Bolts 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Tea: 970-384-3470 / In•peetion Moe: 970-3845003 Parcel/Schedule No: t 1310375 100(f( 17.004182,0 12 ouwiw 12,P at 151 e4p'us- COLO+Phpo 811.3� 1 IC's r TIONS 74 4 72, a.1UJ5tHP Block No: 3 o 2f Subd / Exemption: 7 I, �ELP Ph' 0 B - 470 390 11t08 CBUng'y Wk Ph: 470 337-1000 2 ,__� Address ESE Po PDX 5251 co MUM wuw._- .. --. --....as. - 3 Con tor D.H. Co EALT JE1 Address. 0410E 'PARK ft sox 232�h1 74523 ph: co- vb {411 Lic No. 5oI0 j Architect/Engineer: 4 L10. ukta ilrt-rotfskq 61(VI(ifirth Address: refs PO 130x 2$31 [o tuna-47dr�$8 Ph: Lic. N eolora 27S2to 1 In 5 Sq. Ft. of Building: 1 41 Sq. Ft. of Lot: I Soo phis Height: 1 6—rca( - IO GF. No of Floors: i 1 6 Use of Building: 11@MOM, POQ 114 CAgEMKEE4 7 8 Describe Work: .1. Ek}yTA4 Watt Pratt, n Re e Class of Work: P' New r Alterati 3 Addition ❑ Move 9 10 Garage: ❑ Single ❑ N(a Double Carport:N4,40....,LISingle ❑ Double �/ i Driveway Permit 0 On -Site Sewage E yea W}- Nip. Disposal 1 Site Plan 11 Valuation of Work- $ I 412.2.,R¢w4 QDi pA 9 Mih1 hook tieP Adjusted Valuations: S el 837dp e, ' . 12 Special aQ4iAEEdsiaWitte_ ZMohiehcMES QrtV(W419 SMFFDA •'U" Ettle4d-Ritnch lvpt ei' L oho Rd4uit tackle -HOMO, (meld ii3'Itf . 44Wk-Up etigh1l U;Iri'it4 NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORISED IS NOT COMMENCED WITm.N 180 DAYS. OR, IF CONSTRUCTION ATWORAIYTIMSUSPENDED OORKISCOMM FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF TAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIR WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER ST yyy E OR LOCAL LAW REGULATING RU1 • 0' . E • RFOR I NC' a OF CONSTRU .'- J i1 -/� �.(;11� /i Plan Check Fee: 1 7� AI 117 Permit Fee: 181.z5- Total Fee: 299 ,€P 'f "%VV. Dated Permit Issued: _ &99 b - D OCC Grcpp: r/1/�J Const. Type: Zoning: labs.. �VJJ Setbacks: anu. Homer,IQ, 700 - ISIS No. & Feq: 15 �•+-:F • R `Y .ATE '_ 4TN � ilJ-2D-tom labia*Wing' /a2L,CC •Lr DEPT. 1UP G APPROVAL/D APPROVAL/DATE DEFT. 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 DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION 01? THE ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30 28 201 CRS AS AMENDED THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. _ /• Gerfom.003 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE RNITIALI Q 1; (o < Atesit - 3943 ij?L fi' The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 39 . Date Applicant G PLAN REVIEW CHECKLIST Date /0-2o-405- / Building ✓ Engineered Foundation /04 Driveway Permit Syed Site Plan A1.4 Septic Permit and Setback's TsysT bi. ✓ Grade/Topography 30% 'Attach Residential Plan Review List 'Minimum Application Questionnaire Subdivision Plat Notes Fire Department Review .valuation Determination/Fees /Red Line Plans/Stamps/Sticker j•{�_Attach Conditions (Application Signed ✓Plan Reviewer To Sign Application "Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: /093 ? 9$37 Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes r � 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on site plan. NOTE: 106.3.1(7.) 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 surveyors 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 fins pl t with the proposed structure located within the envelope. Yes44fil a✓ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor th their signature and professional stamp on the design. 4 es -frerr E?t410.9 appfb& L — L.KO &A en 3. Does the site plan include any other buildings, 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 abu ding permit on is located on a corner lot. Special setbacks do apply. Yes rip — DOES /IDTAfe1'j 4. Does the site plan indicate the location and direction of the County or private road accessing the property? r. Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? A Floor Plan of the Modular Units owing exterior doors is required. Yes 6. 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 Li0XkS NOT 7. Will this be the only residential structure on the parcel? Yes No ,%,r -If no -Explain: PrDDovi mach araIoYEt haus,on 'z 8. Have two (2) sets of construction drawings been submitted with the application? Yes 4W 9. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of property); wind design`m� wind speed of80 mph & 15 Ib. wind load); foundation design; method of anchoring? Yes J"" 2 10. • Have you designed or had this plan designed while considering building and other construction code requirements? Yes GjtAr No 11. Do your plans c mply with all zoning rules and regulations in the County related to your zone district? Yes No 12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield ounty Building Department? Yes No 13. Do you understand that approval for design and/or construction changes are required prior to the application oft se changes? Yes No 14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic Syste" fees required, at the time you pick up your building permit? Yes 11 No 15. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspecti ns are to be called in to 384-5003. Yes No 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re -ins tion fee? Yes __ No 17. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy oft building? Yes No 18. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge Department at 625-8601 or refer to the phone book for the State Highway Departments number if applicable. Yes e-iVk1 No J'aKcMAA 1444 etteaPhon4I3410C 19. 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 person performing the work will be required at time of applicable inspection. Yes No 3 20. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to the submittal of a buildingpe 't application? Your attention in this is appreciated. Yes No PWRC.LI4l Ig%37.S1 oOill gig -240 21. Are you aware that you will need to call the State Division of Housing to have your modular inspected prior to the County building department doing their final inspection? The State will charge a fee for this inspect[ n. Yes__ No 22. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Building Co e? Yes No 23. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exem tion) at the time of the building permit application submittal? Yes 4 No Wim— DOES Acre app( 24. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them concerning water shed protection zone permit requirements for ISDS and other activities? Yes 44LT No N/A WL6.it ra 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. Date Phone >!Qi0) i04542.o(4-4-ho ( fys5; ttoi) Rzloq`N$ _ Project Name: '7W F11Qt/6t fine Project Address: 3117. COU(T4I.+ 20 ISI) E2MP'I004./ CO 1Wo3} ' -2(0 -OS" (evenings) 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 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreqmh04/2004 4 r F. rl v c C L 0I A H y 1 r m lVAOdddv Ndld 2IDOld JNI S3H0H vnoni a W A i0 W n 0 s, 0'2 3DVd r w n (1 x I1 N m n N SO/61/60 saa r SNOIIVOHHIGJdS 'JN! S314OH vnon4 xi • m D rn N O Z 0 W crn > �23 O_ -0 O m DO r O A -IA--GO O r rnmm2 OHrn- rn 2 O 70 --I r �r0 Z W 0 0 -0000 rnZO ODMO ZD Z Z- i 0 Z O A 0� 25 z D A-0 Mrn 0 m0CDi) Z O W 0rnrnA A Az O -z A iron Zr > z o cn r>0 O r m 70 I DG cr mc m rn N t 1 A N N N N N N 000000 000000 N W W W W ZZ ZZZZ n ti ti -1 -1-1 -Im m m m m O n n A z z z z z z n n n a n n r -I -4 -4 -4 -1 ,00000 r Z z z z z -PPP-PP A m m r r P11 7 A _ oj n n m m z z rn O Z n 0 0 p AG mom o .i O z 0 0 0 m Mrxxx00 00-1 c00 OOrnrncn-rim 0 23Z0rn 0 rn O C 0 0`nr z��0 0 i r C O-11 O T n m X-S32JD „4/f cr in in xr cr w C ✓ O Z 0 ri rn A r :s3a00 ONlallne z 0 r*- i "0 W �1 I 'OD O70 nj =c O r Z VI rn 70 O -070W rn 0 (7 r m o O > A � D Z c c D O rn -1 -0 -0 r-- 0 O O - I 0 0 70 0 0 D Li OS 1601 OCCUPANCY RATING ONE FAMILY DWELLING (GROUP R-3) Z z D D A2:10031VO N91S30 OIWSI3S J 0 O :2E811fN 130011 �l r't g 2) Tl 0 x - O O rn rTlOp00in 0 > cpOCZ Z m p D m 0 r ➢O r 0 In 0 0 •• 0 0 0 0 v x N N m 0 0) m d 1n a 0 k0 0 0 ..n FUQUA HOMES BOONEVILLE c 1n 0 3 V UI X 0 S X 0 LO a w n 0 1 DS\Fuquo Booneville\3491BCO x n - 4 VI r FUQUA HOMES BOONEVILLE C - 4 V X N X 0 Garfield County Building Department September 26, 2005 Dear Sir: At the request of Susie W. Wilhelm I have prepared a foundation plan for a modular home to be placed at 3412 County Road 151 in Gypsum, CO. The plans are to comply with the following general notes: 1. The dimensions are based on the latest available floor plans. 2. All dimensions are to be confirmed by the contractor prior to construction. 3. Foundation design based on an assumed soil bearing capacity of 2000 PSF as required in the Soil and Foundation Investigation (Project No. 05122) 4. Contractor and property owner must make provisions to divert all water away from foundation as required in the Soils and Foundation Investigation (Project No. 05122) 5. Any design or material changes must be approved by the professional engineer of record. 6. Where not specified, all materials and construction methods must conform to strictest state, county and local building code(s). 7. Soil at the surface and adjacent to the structure shall be compacted to 90 % ASTM D-698 and sloped away from the structure for a minimum of 12 inches in the first 10 feet. 8. All concrete will have a 3000 psi yield strength at 28 days and be Type II -V Sulfate resistant. 9. All concrete reinforcing bars will meet ASTM -615 and shall be Grade 60. 10. Placement of all concrete reinforcement bars shall meet current ACI standards and minimum cover of all rebar shall be 3". 11. All Timber in contact with the footer shall be pressure treated to prevent weathering. 12. Material under the footers will be compacted to 95% ASTM D-698. 13. Concrete pads for entrances, sidewalks, air conditioners, etc. shall not be connected to the foundation. 14. Bend and tie rebar around all corners with minimum splice of 18". 15. All roof and foundation drains should discharge a minimum of 10 feet from the structure. The foundation shall conform to the attached detail drawings. I can be contacted at 970 201-4850 or by writing at 233 West Ottley Ave. Fruita, CO 81521. Sincerely, John Peter Gilmore P.E. 46'4" 2#4 L! 50'4" 48'-8" 2#4 REBAR \ 44 * SEE DETAIL. ON CONCRETE PIER @ FOOTING PAD & COLUMN BASE 2 # 4 REBAR 2#4REBAR 2 # 4 REBAR PLAN VIEW FOUNDATION MODULAR CABIN 7W GUEST RANCH -FUQUA LODGE HOME Susie Wilder Wilhelm 3412 County Road 151 Gypsum, Colorado 81637 DRAWING NOT TO SCALE 10'-8" v 10'-8" G > G > 2' —> F 2' --1 +(-- 21-1-> e 16" 4" 4' 16" 4" 4" 16" 4" 4" A n A T p p; N A IN W A I * SEE DETAIL. ON CONCRETE PIER @ FOOTING PAD & COLUMN BASE 2 # 4 REBAR 2#4REBAR 2 # 4 REBAR PLAN VIEW FOUNDATION MODULAR CABIN 7W GUEST RANCH -FUQUA LODGE HOME Susie Wilder Wilhelm 3412 County Road 151 Gypsum, Colorado 81637 DRAWING NOT TO SCALE WI�SI�M iapp.M aims w /� m 103X„Vi RL'7'ld ,9 X „Vi-t/M 11321'7 1109 (]HELL.,/1-Z CONCRETE PIER @ FOOTING PAD & COLUMN BASE 10/06/2005 11:03 9708583704 CLEAR CUT EDITIONS PAGE 02 S1.0 -ASN ts.133A4A. 4,0.4‘...11‘k1/24%tt OCT -6-2005 THU 11:03 TEL:970-384-3470 NAME:GARFIELD COUNTY BLDG PLANNIN P. 2 10/26/2005 WED 14:25 FAX Oct 26 2005 2:07PM 7W GUEST WINCH Zo01/001 9705240808 p.1 Garfield County 1 WILDING 41 PLANNING DEPARTMENT AG: TUBAL EMPLOYEE AFFIDAVIT EMPLOYEE HOUSING state that the denn'btd below will be occupied solely as agticultuml employee dwelling unit ded to an individual and related flintily member who is/are employed in an agrimrltvrat use, including farms, garden, greenhouse, nursery, orchard, ranch, small animal farm for production of poultry, fish, forbearing or other small animals, as prescribed in Orefield County Zoning Resolution Section 3.02401 nod in Section 2.02.02 Agricultural Land, on the property et which the dwelling is located and further, pays no trait. It is agreed that proof of employment, in the forrn of Internal Revenue Service Poems W-2 or 1099 for each person employed as described above will be submitted to the Garfield County Building and Planning Department upon requestby the county. It is agreed that thio property will not be sold to another party without representing Ibat the agricultural employee dwelling structure b kr agricultural employees only and may not be used for any other purpose. Property and Building Description: Address 3`f/ �- CAI 5 ( GVsu r1 6 - Assessor Parcel Number /Q 6 3 - .34 / - o o - 111 F/637 Building Description tlMtartu&t±ured (ivni-e on Coundaft ON Building Square Feet Habitable /0 ° 3 ab' Building Permit Number ISDS (Septic) Permit N i Owner /i . t C _4 ,Z� `/_ Owner Add /7/ 1/flaril ij (Signature) Date Parr Witness 4 err Aghsg9/2004 108 8th Street, Suite 201, Gemmed Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 .Fax; (970) 384-3470 OCT 2 6 2005 GARr1/4_. Y BUILUN� Ci p'�,�+NTNG 7W .Guest Ranch 3412 County Road 151 1 Gypsum, Colorado 81637 (970) 524-9328 September 27, 2005 Andy Schwaller Chief Building Officer Garfield County Building and Planning Glenwood Spring, CO Dear Andy: Enclosed please find the building permit application and questionnaire for a Manufactured Home. I spoke with Jake Mall in the Road and Bridge Department and he said he would e-mail an exemption letter to you explaining our driveway requirement at the 7W Guest Ranch has been met. If you have further questions regarding this requirement #18 of your questionnaire or have not received notice from Jake please let me know and I will take care of it. Thank you for your consideration in this natter. Regards, Susie Wilder Wilhelm (970)904-5920 Experience the Colorado Rockies year round 7W Guest Ranch 3412 County Road 151 J Gypsum, Colorado 81637 (970) 524-9328 September 27, 2005 Andy Schwaller Chief Building Officer Garfield County Building and Planning Glenwood Spring, CO Dear Andy: -11V Enclosed please find the original drawings for the existing Individual Sewage Disposal System at the 7W Guest Ranch. I was told to submit the information we have to see if it is acceptable. We would like to use this I.S.D.S. for our proposed Fuqua Lodge Home. Please let me know if you require additional information regarding the I.S.D.S. I also have The information for our Special Use Permit that might be helpful to you. Let me know if you need this. Thank you for your consideration in this matter. Susie Wilder Wilhelm (970)904-5920 Experience the Colorado Rockies year round e ✓ y+ .1. v -co ,7 -o t -IJ .Z ...,,e < d ti -5.`,� F 'E vy 'Y./ j p r4 00 ^N.1 a"o Z.n y - _Q J Q i u VQ Q 2 E� 1h a .' -Zi • ~D --a —o A Y i riql ea DI 3 a N o4slny Y Y 3 —4 -11 `hi t U c UN.) 3 `1•u �--y LAu,1 d r 6 to IC) V -�.1 Q �'f��1 2C �� +- lit?) N O c G kJ o e �`T" cN (1a' --C cv -1 •;r r.i S 45 .fa r C14,6141 c t 0 firr w z t6 %` 1 - -- -y 1 1 ▪ `L.1 - 1 • 1 L /f 4 1 0 1; GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 145-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT 1 1507 This does not constitute a building or use permit Owner 17 "V 41.. L k ' i iI , .'� -4„/ 7 System Location J i — isi le Licensed tnstatter Mala 28t d o - ff riky 4% 1'tse s% F L v, (1,` / I 14 • Conditional Construction approval is hereby granted for a /t6t7 gallon ideirbptic Tank or Aerated treatment unit. Absorption area (or dispers a) computed as follows: Perc rate of one inch in minutes requires a minimum of rf sq. It. of absorption area per bedroom. Therefore the no. of bedrooms _ x sq. ft. minimum requirement s a total of r) .27 sq. ft. of absorption area. May we suggest: / x 0 ' di/ / $44,47: �6 1 Date Inspector 11// FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover- ing any pa t Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. Proper materials and assembly. - 1f (– rade name of septic tank or aerated treatment unit.- _ O.._ Adequate compliance with County and State regulations/requirements. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements:,: • Date Ot r 7 21 4 (e Inspector I A»St#// ; z' di/ / � a. a. RETAIN WITH RECEIPT RECORDS AT CON- RUCTION SITE 'CONDITIONS: 1. All Installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1981. 2. This permit Is valid only tor connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or Installs an Individual sewage disposal system Ina manner which Involves a knowing and material variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months Inlet! or both.). Applicant: Green Copy Department: Pink COPY • GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT please print or type n PERMIT NUMBER _t?/! DATE TO BE FILLED OUT BY APP ANT --ADDRESS SUBDIVISION FILING # NAME MAILING ADDRESS S + r CITY r, PHONE g j y—q NAME ADDRESS CITY NAME MecUley CompApy ADDRESS Olyy urine s h oe. Drive 'ITY Cnrbox a&k PHONE 527 _ 3 y 77 LICENSE # CLASS OF MORK ALTERATION ✓ ADDITION ILISH REPAIR MOVE 'LE HOME (make/model) OF BUILDING ,,090 !' S.F. OF LOT 350 4cres ' FLOORS i HEIGHT CU .t 'FAMILY UNITS 1 # OF BEDROOMS 2 Lodge. LGE: SINGLE_ DBLCARPORT: SINGLE PLACE Ttf, lsuy — _ o4e 'LADED USE OF BUILDING DBL DOCUMENTS ATTACKED :R SUPPLY 'SWAY PERMIT PLAN :DING PLANS :VARY SEWER CLEARANCE LITE SEWAGE DISPOSAL PERMIT M, DOCUMENS /specify) e1Ruc- e FOR OFFICE TATION ,r{1% IIT FEE $ (..A PLAN CHECK FEE $ hew, kg_ IL FEE $ LEA SC•OOL IM ACT FEE $ Wit PERMIT ISSUED 'NG DISTRICT i OF OCCUPANCY OF CONSTRUCTION a l: ,i' OF BUILDING ;,� S.F. OF LOT . HEIGHT IZ/ ROAD CLASS. SACKS FROM PROPER LINE: FRONT M f(' 14 RIGHT ��' 1 LEFT ki STREET PARKING SPACES REQUIRED 6' PLOT PLAN 1VOTE: Show easements, property line dimensions. all other structures, specify north, and street name. For odd shaped lots, or if space is too small, provide separate plot plan. # OF BUILDINGS NOW ON PARCEL USE OF BUILDINGS NOW ON PARCEL Ro+vwe Exi tk t o -c 1 FRONT PROPERTY LINE STREET NAME/ROAD NUMBER CHECK IF CORNER LOT DESCRIPTION OF WORK PLANNED I hereby acknowledge that I have read this application and the above is correct and I agree to comply with all county ordinances and state laws regulating building construction. USE ONLY e .' i 4 LOVED: 1 - FLOOD HAZARD CERTIFIED BLDG ELEVATION SPECIAL CONDITIONS PROBLEMS WITH PERMIT ADDITIONAL INFORMATION NEEDED CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR OR ENGINEER APPROVED: PLANNING DEPARTMENT DATE 00 I btetrot ed CA AIN _7 --4 t- ---1 1 ► 1 Ea al, i �1 S i AO a 1 W .K-" C/r CGS - A„.-)//".////,. >�0 r s'z_4-7L./7 /:.3»— / (I (•.•:- r3 ( 5J4S ,.ajS //✓J /7 k/S 3— / S'141 / L/ 5 J/ Z S 0 24 n 61 x /3 s 3v L"' ((2S --)(/92-73) , C/ -(7 0%./•� /ID !^ /�/� .d•-</ ,�>, J/' a rc. „s w I / it . , r 114,4 ',. �/ / A /� � �:,-,fix,=/1. 2-v'/ 6_4 ///// /van S - O // c - / 2 d/' 1 i1 ' ") o' 3— /_.- I -1 Cr dr, J ✓J %•_ r i— — .f J kt 71/4 It- -e7., - ���+;Ny�� /.r ..,� 'f /?,5 s _5 0 / 2 3 =lc tc--- o r / x. 3 3 Y C_/ -s c / 2- J (iz)(-7s� _ // 72 4--� �r, /. 7-„„ 4 ? ��c_.. GARFIELD COUNTY • APPLICATION FOR BUILDING PERMIT please print or type PERMIT NUMBER —13744 DATE Ceb..2/2 TO BE FILLED OUT BY APPLICANT ,PLOT PLAN ADDRESS Ji/,L / 7 iMA , jA!•'GH,';1rf'A.y4 SUBDIVISION FILING # LOT # BLOCK # TAX SCHEDULE # LEGAL (SEC/TTN/RNG) -.1c% n. 41 a S NAME JtA.i. Ah,<i S MAILING ADDRESS S ti -'_YwAIY. A r `/i / c CITY C> y 1:7J2c n PHONE flit' fid' -1 m NAME ADDRESS CITY 1 G V NAME ,7%"/ ', G 4 r' ADDRESS Sia = -_ : it, 4 / /j' % - CITY C> NJ �. PHONE r--;!'. 7 5 ' LICENSE # CLASS OF WORK NEW DEMOLISH MOBILE HOME ALTERATION ,'-- ADDITION REPAIR MOVE (make/model) S.F. OF BUILDING # OF FLOORS S.F. OF LOT HEIGHT A. # OF FAMILY UNITS j # OF BEDROOMS t:_+frC , y GARAGE: SINGLE DBL CARPORT: SINGLE DBL INTENDED USE OF BUILDING FIREPLACE DOCUMENTS ATTACKED WATER SUPPLY Cie is /1./ DRIVEWAY PERMIT /�• A171744 C% e SITE PLAN / BUILDING PLAN?' I4' 7 f a S 01(g L/ SANITARY SEWER' CLEARANCE . /"fie' <• , /11" ♦ S y t e .../ ON SITE SEWAGE DISPOSAL PERMIT OTHER DOCUMENTS (specify) ,013::,<- /L-<, i, . 1.rw /roe( A NOTE: Show easements, property line dimension: all other structures, specify north, and street name. For odd shaped lots, or if space is too small, provide separate plot plan. # OF BUILDINGS NOW ON PARCEL USE OF BUILDINGS NOW ON PARCEL /VC@ h' 6 ( /f) 9/4V, Le Ex I's / r / Lw.. fj, f r 2J1 ‘tvL U f e •) u e r N FRONT PROPERTY LINE STREET NAME/ROAD NUMBER CHECK IF CORNER LOT DESCRIPTION OF WORK PLANNED I hereby acknowledge that I have read this application and the above is correct and I agree to comply with all county ordinances and se laws regulatin build' constructiol sta .�r-/yam" C /{ y SIGNATUR FOR OFFICE USE ONLY VALUATION ? j.cVv O, o U PERMIT FEE $'4; ,CO PLAN CHECK FEE $.2.1, / U TOTAL FEE sin -4,120 SCHOOL IMPACT FEE $ N4- DATE PERMIT ISSUED 5-7//2-,-/H 7 ZONING DISTRICT Al://e2.4 /) TYPE OF OCCUPANCY - TYPE OF CONSTRUCTION _ I 1 S.F. OF BUILDING - 9 0 S.F. OF LOT , r 4-k MAX. HEIGHT /4. ` ROAD CLASS. ' 4%1/. SETBACKS FROM PROPERTY LINE: FRONT 1„ / REAR t RIGHT / LEFT OFF STREET PARKING SPACES REQUIRED FLOOD HAZARD CERTIFIED BLDG ELEVATION SPECIAL CONDITIONS PROBLEMS WITH PERMIT ADDITIONAL INFORMATION NEEDED CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR OR ENGINEER APPROVED: ".:f La f, '•' BUILDING DEPARTMENT • DATE APPROVED: �� ,(/ % 1 ,e --- PLANNING - PLANNING DEPARTMENT DATE Proposal FROM .Merkling Construction P. O. Box 462 Eagle, Colorado 81631 Proposal No. Sheet No. Date 7/2/90 Proposal Submitted To Work To Be Performed At Hama 7W Guest Ranch Street 3412 rounty Road 151 Street 3412 County Road 151 City cypsuiD State CO City Gypsum Date of Plans State Colorado Architect Telephone Number 524-9328 We hereby propose to furnish all the materials and perform all the labor necessary for the completion of Hot tub deck approximately 22 feet by 22 feet. Extension of Jodge deck. Wall installation in trailer. All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of Nine thousand four hundred ninety-six and no/100 - - --Dallars($9,496.00 I. with payments to be made as follows: Six thousand five hundred dollars ($6,500.00) due at start of iob. Two thousand nine hundred ninety-six dollars ($2,996,00) on day of completion. Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become on extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance upon above work. W • n's Compensation and Public Liability Insurance on above work to be taken out by Merkling/-nstruct Respectfully submitte Per Carl/ Merkling, erkling Construction Note — This proposal may be withdrawn by us if not accepted within days ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Accepted !/i .1. it - i 4 Signature • Dafe li4 Nib. Signature TOPS FORM 3450 a GARF(ELD COUNTY DEPARTMENT OF DEVELOPMENT BUILOJNG DIyISION3rd Floor, Courthouse 100 8th Street Glehwood Springs, Colorado 6160. 1303)945-6212_ '- JotiAddres -tlatuie gf,Wogk 9§e of Buitdirng' 3412;Co.SBd4Y151, Gypp - 7,-W, Guest. Ranch Owner _°''. Jahn -M111s' Contractor- =JertY=Saatee; Amount of Permit: $- 53 $0 _ Date: Y , 1987 Clerk_ . W hde,=llieag.; ;:- Canary = 0f lice,( - Pink -Appli9kit! (Pink-APPlicant,i Cold -Duplicate 'et 42-24 AIL puno4 road saixaoy opnfoio) ay1 a3uayadxg 7W GUEST RANCH SOIL INVESTIGATION REPORT 8Z£6-17ZS (0L6) L£918 opeio(op `wnsdXD in prom Xiunop Zip£ uauEM 4san9 AkL, 1 Engineering, Inc. CIVIIGEOTECHNICAL SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED MODULAR CABIN 7W GUEST RANCH - FUQUA LODGE HOME PROJECT 3412 COUNTY ROAD 151 GARFIELD COUNTY, COLORADO PROJECT NO. 05122 SEPTEMBER 16, 2005 0,0""n1innruo"1,,,, ?Eh-, ems:c:J 29526 Y e PREPARED FOR: 7W GUEST RANCH MS. SUSIE WILDER WILHELM P.O. BOX 2082 EDWARDS, CO 81632 P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax TABLE OF CONTENTS EXECUTIVE SUMMARY 2 SCOPE OF STUDY 2 SITE DESCRIPTION 2 PROPOSED CONSTRUCTION 3 FIELD INVESTIGATION 3 SUBSURFACE SOIL AND GROUNDWATER CONDITION 3 FOUNDATION RECOMMENDATIONS 4 SLAB CONSTRUCTION 4 RETAINING WALLS 5 UNDERDRAIN SYSTEM 5 SITE GRADING AND DRAINAGE 6 LAWN IRRIGATION 6 LIMITATION 7 FIGURES LOCATION SKETCH DRAWING NO. 1 SUBSURFACE EXPLORATION LOGS FIGURE NO's 1-2 PERIMETER DRAIN FIGURE NO. 3 EXECUTIVE SUMMARY The proposed modular cabin should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 2000 psf. They should construct the footings on the undisturbed clayey -sand gravel with cobbles. See Foundation Recommendations. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation for a proposed modular cabin to be constructed at the 7W Guest Ranch - Fuqua Lodge Home Project, 3412 County Road 151, Garfield County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design, grading, and drainage. SITE DESCRIPTION • 2 The proposed building site is located west of the existing lodge and storage barn, in the location of the demolished, two mobile homes, at 3412 County Road 151, Garfield County, Colorado. To the south of the site is aspen forest, to the northwest is the new barn, and to the north is a pond. The topography of the proposed building site is moderate. There was no vegetation within the proposed building site. After the demolition of the mobile homes, they had just leveled the site. Drainage is to the north. The site is vacant. LKP Engineering, Inc. 3 PROPOSED CONSTRUCTION We understand that the proposed cabin will be pre -manufactured, wooden structure, consisting of two stories, wood frame construction, with a concrete foundation. We anticipate loads to be light, typical of residential construction. If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FIELD INVESTIGATION The field investigation conducted on September 14, 2005, consisted of excavating, logging and sampling two test pits. Excavation of the test pits was done with a John Deere 120C, trackhoe. The test pits' locations are shown on Drawing No. 1. We show the soil profile of the test pits on the Subsurface Exploration Logs, Figure No's 1 and 2. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profiles encountered in the two test pits were fairly uniform. Test Pit No.1 had two to 4 feet of topsoil. The depth of the topsoil layer increased to the north of the test pit. Below the topsoil layer and to a total depth of over 8 feet there was brown, clayey -sandy gravel with angular cobbles. Test Pit No.2 had 3 feet of topsoil, over 3 feet of brown, clayey -sandy gravel with angular cobbles. Ground water was not encountered in either test pit. We sampled the soil in the test pits at random intervals. LKP Engineering, Inc. 4 FOUNDATION RECOMMENDATIONS The proposed manufactured cabin can be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 2000 psi. The footings should be placed on the undisturbed clayey -sandy gravelly with cobbles. We recommend minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. We recommend a minimum of 48 inches of backfill cover for frost protection of the footing subsoils. The foundation excavation should be observed by the undersigned engineer to verify that the soil conditions encountered during construction are as anticipated in this report. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof -rolling of the foundation excavation. Soft spots detected during the proof -rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The natural on-site soils, exclusive of topsoil and organics, are suitable to support lightly loaded slab -on -grade construction. The subgrade for the slab -on -grade construction should be proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments LKP Engineering, Inc. 5 greater than 3 inches. The concrete slab should be constructed over a 4 -inch layer of clean gravel consisting of - 3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab -on -grade and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. RETAINING WALLS Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "at -rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAIN SYSTEM To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain (see Figure No. 3). The foundation perimeter drain should consist of a 4 -inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a sump pump location, at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The LKP Engineering, Inc. 6 drain pipe should be laid over a polyethylene moisture barrier glued to the foundation wall and covered with a minimum of 6 inches of -3/4 -inch free -draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free -draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. SITE GRADING AND DRAINAGE Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. They should use mechanical methods of compaction. Do not puddle the foundation excavation. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. LAWN IRRIGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. LKP Engineering, Inc. LIMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No.1 and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Ms. Susie Wilder Wilhelm, 7W Guest Ranch, for the specific application to the proposed pre -manufactured cabin at 3412 County Road 151, Garfield County, Colorado. 1: WP 1 2-LKP \ 05 122c1-snd-gr-cobb.RPT.wpd LKP Engineering, Inc. Z/9 ri • 1 1 1 6 1 1 I g II & II 11 1 1 e 1 I 1 1 11 11 11 11 11 11 1 I 11 1 1 11 11 1 t --1 N N z (n03 / / r-1 CIYIL/OOMCMUCAL LOCATION S%ETCH Engineering, Inc. 7WGm RANcH al" WINE "at FWC4ECT - sa2 Wwrr ROAD 151 P.O. Box 7477 Far* CO 01.32alorE7D cowry. araPAoo WI (970) 0211-9000 fax (970) 926-9099 PROJECT w0.: 05122 SCALD ti r ! 60. Nag NW 1 DATE OBSERVED: September 14, 2005 Test Pit # 1 ELEVATION: DEPTH FEET S Y M B 0 L S A M p L E DESCRIPTION OF MATERIAL AND SAMPLE LOCATION LABORATORY TEST RESULTS REMARKS — Topsoil J Brown, clayey, sandy gravel with angular cobbles _1=5-- — —10 — 15 25 Bottom of test pit 0 8 feet No Ground Water Encountered — LEGEND: o - 2—inch O.D. California Liner Sample ■ — Bulk Soaps DD — Natural Dry Density (pcf) MC — Natural Moisture Content (X) —200 — Percent Passing No. 200 Slee LL — Liquid Limit PI — Plasticity Index GW — Ground water PROJECT MO: 05122 LHP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG Neer,,,, 1 DATE OBSERVED: September 14, 2005 Teat Pit # 2 SLEVAT10N: DEPIN FEET S Y M B 0 L S A Al p L E DESCRIPTION 01F MATERIAL ANO SAMPLE LOCATION LABORATORY TEST RESULTS REMARKS 6 Topsoil Brown, clayey, sandy gravel with cobbles _angular - — 10 Bottom of test pit 0 6 feet No Ground Water Encountered — -15 20 - LEGEND: O - 2—Inch 0.0. Callfomlo Liner Sample • — Bulk Sample OD — Natural Dry Density (pcf) MC — Natural Moisture Content (X) —200 — Percent Passing No. 200 Slew LL — Liquid Lknit Pl — Plasticity Index GW — Ground water Mara NO: 05122 LRP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG „v,E „a 2 SLOE AWAY FROM BUILDWc LYIWR BAQ(HLL W77-/ GWE FOOT Or REZATII£LY /MPERNOUS Sal /.\ x» x% A PLASTIC LINER GLUED 7D THE FOUNDATION WALL (DO NOT USE PLASTIC LINER NNEN GROUND WA IER IS PRESENT) Ve FLIER FABRIC (WRAF 140N OR &Y IVALE dr) COARSE GRA IE, 3/4 INGYI DIAM. NW71 LESS 7NAN 5X FINES 4—INCH DIAMETER PERFORATED PPE SL0°ED 70 A .SUITABLE OUTLET AT 1/e PER FOOT FOR RDOB(E AND AT 1/8' PER ROOT FOR RIGID PPE ©va/G IOTIcmaal. Engineering, Inc. P.O. Box 2817 Ednda CO 51672 tel (970) 926-9068 fax (970) 926-9089 PERIMETER DRAIN 7W WEST RATIOI — RAUVA /LOGE NONE PRO ECT 3412 COUNTY ROAD 151 GWElD COUM7E COLORADO PROZCT 'a' 05122 N.T.S RARE Ra 3 COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 2`//2, dR /Cr Permit No. 770 ? I have this day inspected this structure and these premises and found the following corrections needed: 1) ed -iz a ,a. ;bid tom, ,g, tr You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date a-,./ `"U6 20 Building Inspector 'hone (970) 945-8212 • No. Job Add7re r Owner r(i4 PI-LAS,�§ t [nC L —43 / Contractorrb 14 ` ns._c >, A. Ot , yF1 nt Rear J E,io` die t L ouw�\J UILD Assessor's Parcel No i 3 0D'1-te^ 1 Date IN Tal- t PERMIT CARD Set cks: oils Telt Footing � .:.y,.,a -RFoundation dGrout (QUnderground Plumbing L.LBough Plumbing b-E2--oterar Framing insulation Roofing Drywall Gas Piping -7Z-lire i1 - Aa /6 -i -oS einaLoft 016 5-2 -- 3'19/ teetat * )4,0. A ess _ a '' Phone _ L Address er• itf '(rt. -R. -Phone 3 16- 1917 RH LH Zoning INSPECTIONS Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) V-/3-06 do 0 �y�.tFinal re? -5:06 /Checklisspm�lgted? Certificate Occupancy # `�.3C� Date ' "S`C=Ce. Septic System # Date al Other lenaraelt all r%S: NOTES __27;:4;7/7138. 6-.2o-06 EXTERIOR / Address No. v / Drelnage Decks -support & clearance to wood Decks -sten & rails Exterior locks FINAL CHECKLIST (continue on back) MECHANICAL. ROOM STAIRWAYS Boiler Headroom (Sr) Hot water(' � ���,/rr0 Railing & guardrails F.A. galoil e--PaVrHf,NM/� Width j Floor dram Rise & run Clearance KITCHEN 11/7 Flealirr g eround doom 8 windows v/ Air con system 'yob Clearance above grill Ineect screens (, Hot water heater Std"' • Exhaust len ✓ INTERIOR GARAGE Fire wall separation Service doors -13/4" min Door (20 min) w/auto closer•I it," min Mech. equip 18" above floor No opening mlo sleeping area BASEMENT -CRAWL AREA Accu Insulation Headroom/Stairs Ventilation l Combustion air Broiler exhaust (1 hr chase) Gas piping valves BEDROOMS LPG Dram Egress / FIREPLACE/STOVE Smoke detector Clearance to combustibles BATHROOMS Termination of chimney Exhaust fan ✓ Combustion air Shatterproof glass Hearth (1x" or 20" on sides) OTHER Glass doors Certified by. REMARKS Y INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR ALL INSPECTIONS • MANUFACTURED HOME BUILDING PERMIT GARFIELD COUNTY, COLORADO Date IssuediA/274C..Zoned Area Permit No Cneft AGREEMENT In consideration of the issuance of this permit the applicant hereby agrees to comply with all laws and regulations related to 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 Official and IMMEDIATELY BECOMES NULL AND VOID. _ Use 01 /h On A61'.L Address or Legal Descriptionrin C gle Owner [!+s S' t contractor'b N 4:1104~41 INSPECTION RECORD 7. - Footing: �.L .p.! , r k, „Y��r:--0` .) Fouud 3 _eob�on or �g . % A es -Rough �-�-e-ilriveway Plumbing Gas Piping : Z : (P—L� & ie _ Z -o coy Electrical Final : 713 ").6 ccz{ (by State Inspector) 711* -ti`- '`- Septic Final : k%z Final : 9-5 -06 r'Z Notes: Snowball /Do O ws Se iai a or unit 0/ 6,5-,z - 3 S/q/ TUTS PERMIT IS NOT TRANSFERABLE Phone 384-5003 108 8th Street, Suite 201. County Courthouse Plaza Glenwood Springs,Colorado DO NOT D4H,STROY THIS CARD APPROVED Date /V/ala Ss Byt1 esAsi (IF PLACED OUTSIDE, COVER WITH CLEAR PLASTIC) %tir 0\ \\19 GUEST -11Alsa Comment Card i I' mink 0%1 • . • • • • • • • • • s 0 . \\ 0 „, 6It P T r -4 L ate- .c.. cn_ _ 3 r-r-�s - L t --t f3 . P 31 9 g g' r t- „. , 3 iy 4 ,..,k Bi11 • • REPAIR OILY - ND FEE GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Sults 303 Glenwood Springs, Colorado 81601 Phone (303) 9434212 INDIVIDUAL SEWAGE DISPOSAL PERMIT N2 1534 Owner 7—W Ranch, John Mills, Omer This does not constitute a building or use perm*. System Location 3412 — 151 Road. GYPSUM Licensed Installer Conditional Construction approval is hereby granted for a ✓ Septic Tank or 3 00 0 gallon Aerated treatment unit. • tv�_ fel kin,J #/SD% Absorption area for dispersal area) computed as follows: ` I P 1 Q. /Cu I 44001 Perc rate of one inch in!�minutes requires a minimum of See C sq ft of absorption area per bedroom. Therefore the no. of bedrooms . x sq ft minimum /requirement = a total of sq. ft. of absorption area. May we suggest: 2 s y 5 Ile e.t s— s e a c2/ /1,1a ( e r:! ST „7,- o Date FINAL APPROVAL OF SYSTEM: Inspector/ 1;. c; 141 1w7 . (/ vim/ No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover- ing any part. 0* •0K ®I( K enK Mr- • Adequate compliance with County and State regulations/requirements. Septic Tank access for inspection and -cleaning within TT of ground surface or aerated access ports above ground surface. Proper materials and assembly. I Trade name of septic tank or aerated treatment unit. Adequate absorption (or dispersal) area. Adequate compliance with permit requirements. f/Zf 8 7—T- f Zz-- /Aro .. r GPS/.t-1.4 a.tc)_�� 742:14 4,Urea r s t!tiL(ed 'favi h0 4- / s14.1 S7+a.Gft 7-�r„ mo'( . y��o/8 � � - Gee G Other Date G e...c7min 9.c.,4er4 fst Its te 'CONDITIONS: l FICO 9,1 Co.cc,.-�ob �1k 5 t thC44 11de(d lasi�Jl Loa Ola. FCMtogfd- _ed -t4bsb, grease �f«330opiJ conc.) S AT CONSTRUC ION SITE 1. AllMat/illatl mustComplywithall yisfo Syst II11 requlfemerlLOftlleColoredoStateBoerdotHealthlndlvldualSewageDlsposa!Systems Chapter 23; ArticeIO`t 8.8.1973, Revised 1984. y�, 2. This permit Is valid only for tonnectlon to structures which haw fully canted with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, orinstalls an Individual sewage disposal system Ina manner which Involves a knowing and materiel variation from to terms Orspecifications contained In the application of permit commits s Class 1, Petty Offense 4600.00 fine — 8 months in Jail or both.). •I RPILTR i INT Y — Nil FRP. Applicant: Oran Copy Deportment: Pink COODY 1S:4