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HomeMy WebLinkAboutApplication-PermitPermit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8t4 Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-82121 Fax: 970-384-3470 / Inspection Line: 970-384-5003 Parcel/Schedule No: 7-3c1 132_ 0 2-0++ AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUC THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USt REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES T1{A' IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBE] 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 THEREAFTE. REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION REIN' 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 0 ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEM AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH TILE ARTICTECT, DESIGNER, BUILDER, AN ' • WNER. COMMENTS AR INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. „artom.003 /44 1 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 1(ofor. Job Address: 0Ito t LA4Lti!.. ?LA. _ t:1�-- — C. Ar (2-44-0,- -..1&(" L' Coeicge3 1 Lot No: Block No: Subd. / Exemption: ,p 2 Owner: P/ ` \GIM Co S.0-4-4,01-‘.oa Address . Pp i3O 1 iri ',Yt Ac.,— ea, 'S lia 7-I Ph:(q�v\ 92:1 -1 l y 1- / Wk Ph: SAst.4- 3 Contractor:" R 4}1L 1 ANA CADNIc y (L+..l c 71/4 oral f Address: tIS PT& -a if IE. Ph: il'S (4134).4 Lic. No. p t f - D (I'F3-0+ f 4 Architect/Engineer: 5a.)Vi }Z�ni+M4:.^sN11-- bl JPro." t c -S MJ C. (E -4 .Z.) Address: "2i2,. C 4t -44,(4i ,J/v4 . f 4101.- Ph:(SoS) s �,,O I Lie. No. 5 Sq. Ft. of Buil Building: a- Sq. Ft. of Lot: 5,4+ ke(%4$ - Height: No. of Floors: 6 Use of Building: +��C l).) ,SGS t I�� n,r � &i..... -4r � iA k_�/`:✓Yca 4 . knit 7 Describe Work: 1r tk.h CA.,,,.[ S i AC / T 1.on3 8 Class of Work: V New o Alteration o Remove o Addition o Move 9 10 Garage: ❑/ Single [f Double t Carport: ❑ Single ❑ Double d/ Driveway Permit MO' ❑ On -Site Sewage Disposal ❑ Site Plan (Septic) 1 S' 11 Valuation of Work: S Co0019 ,� Adjusted Valuations: 3lociA la $ ` 12 It Special Co ditlons: V Lk le y siriwtTwti4L p. FILL / ti 111.9 MIA IDif-11.0.4 , Fr (}tl r4 4M FiLL. IRI tam 441. s S.F•)‘it 7appCrr 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 AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANT NG IF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIe E OR C EL THE P' OVISIONS OF ANY OTHER STATE OR LOC ' a. V/ RE LA CO. STRUCTI' OR THE PERFORMANCE OFC,+N ' T N. y Ips 1 ('4 1 ) 0 tt Plan Check Fee: Permit Fee: del S� , j5 'Z r z� 7TJ. c.r61 otal Fee: Dated Permit Issued: 5 05 OCC roup: Const. Type: Zoning: Setbacks: Manu. Home: ISDS No. & Fee: LZ.- kin—Li •i 4.__-, f # WNER DATE -50 .r I, w,i,l `A ,i,. ; `f'' PLNG. DEPT ' AP' EOVAL DATE APPROVAL / DATE AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUC THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USt REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES T1{A' IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBE] 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 THEREAFTE. REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION REIN' 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 0 ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEM AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH TILE ARTICTECT, DESIGNER, BUILDER, AN ' • WNER. COMMENTS AR INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. „artom.003 /44 1 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 1(ofor. 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. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC 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; 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, anchor 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 OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, uue and the issuance of a Certificate of Occupancy for the dwelling under building permit # c.. ..i j 10b Le Signature BpcontOct2004 Date VALUATION/FEE DETERMINATION Applicant ' trcc Address _ ,cip Date 24 A L KC p ""D4_ Finished (Livable Area): Main /9 85 Upper 3C.17 Lower Other Total Square Feet 4 79'z Valuation 31Q, p a) . rs b Subdivisions- fail Lot/Block 44 Contractor C to rN-Qvr" 3' 1 408 Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 1201 4. /8 Valuation Decks/Patios: Covered Valuation Open Valuation 4-Y„). x 2 7 ]< CZ Total Valuation 27 (dB 4iQz9g, 4(3J lc59,p). -S(o GARFIELD COUNTY BUILDII\ 970-945-8212 G AND PLAT\ ING. 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. 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. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, 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 1997 UBC, UMC and 1997 UPC. 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(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: 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 final plat with the proposed structure located within the envelope., Yes V 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 corner lot. Special setbacks co apply. 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 p perties), streams or water courses? Yes ./ 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property Yes f 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? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and )he 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's and,,soffits? Yes vv 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 wand loads? Yes ✓ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructio�i? Yes ✓✓ 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roofffters or joists or trusses? Yes ✓ 11. Does the building section drawing or other detail include the method of positive connection of all col uxn and beams? Yes 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (unfsturbed) grade contours? Yes ✓✓ 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No Mol f.. L. S 62_ t_ i ✓ / Ali. ft -0 QtAA I Fesm,.1 Qa.''. Ias•,, vMs;. ofA /t -.Lo %AA. -7-GA 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building ode Chapter 37? Yes No ✓✓ 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Cade? Yes J No 16. Does the plan include a window schedule or other verification that windows provide natural light and ven ifation for 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; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifyafety glazing for these areas? Yes J No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated othe plan? Yes ✓ No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? / Yes ,/ No 20. 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural ommittee deny or reject your building plans? Yes V No 21. Will this be the only residential structure on the parcel? Yes �/ No If no -Explain: 22. Have two()`complete sets of construction drawings been submitted with the application? Yes ,;/ 23. Do you under tand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft. long? Yes ,No 4 24. Have you designed or had this plan designed while considering building and other constructionAode requirements? Yes ,/ No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone istrict? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b `the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the applicatio of these changes? Yes No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building perp'Iit? 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 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to, $4-5003. Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a S y7.00 re-inpsection fee? Yes ,f No 31. 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 d occupancy of the building? Yes if No 32. 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 UniOrm Building Code? 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 25-8601. e f,/tA c L, ,eco¢ w'T Yes No (f.. -14 e r►M •; 9E41— 4.0 f �� �b f v1alvtx-Al l £ ,41 , 34. Do you understand that you will be required to hire a State of ColoradoQLicensed Er 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 timeyof applicable inspection. Yes ✓ No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building pe, it application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire istrict may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) hereby acknowledge that f have read, understand and answered these questions to the est of my ;; ility S gnature of Owner r/3ifito 4'3 r.1 iS_ 1417-411 E-�Z. Date Phone: (ii 0) 3-3 2 lee (days); (evenings) Project Name: ( j 5 aE_ L< /`e 4- i 'tl Project Address: d U, 9 P c -A-- IS, LI J iF ,,4i , t 1e23 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. Bpminreq072404 PLAN REVIEW CHECKLIST Applicant DK., in 4 nom.. Date ' 3D `C) Building Engineered Foundation Driveway Permit Planning/Zoni g Property L' e Setbacks 30ft Strea Setbacks ....."'--r—tieybol.Site Plan 5. Flood PI f in 4.Septic Permit and Setbacks rade/To graphy 30% Attach Residential Plan Review List *" Minimum Application Questionnaire Buildi g Height Zoni g Sign -off Ro. d Impact Fees H A/DRC Approval Subdivision Plat Notes srade/Topography 40% l44.Fire Department Review d+ < 4LpC f-71 fanning Issues Valuation Determination/Fees Subdivision Plat Notes ed Line Plans/Stamps/Sticker Attach Conditions (..--•i4plication Signed Plan Reviewer To Sign Application arcelISchedule No. 40# Snowload Letter- Manf. Hms. LSoils Report GENERAL NOTES: ourrni GRADING PERMYT A.PPI.UCA' 'XON 704 GTcapregd Springs, COSIM 97If-3M44711I1foetLinc: 970-38.4-$403 Parcel/8dudule Nor Job Adlimsg C1 g LOX 1(5 pu.'r --rba4s- Lat No: 131ac1r No; Saba. / Exemption: Owner: 1:6-0,1A.::as u - eo�p_ Address PO `v 1h &c ' ,a.$a-,t" Co 816,2_1 Aridresrm A 4cfr)Je.s Address ��r' i!!I Mt qlo ci--zr e..? -1 Pk WkFh: enc. 3 4 Contractor PL(4._dLL"ri' L.CsYt344(U46 11 7 £b Trit r L �#C. Fir j0 . ► ? k. No. 3 8"P-3 Sq. FL C3iu W$120 Ca -7r4, or On. . • J:eer#bc Wink O,,'. 14dc� i l} of 4,9 Q v - t rte 4ta.. (• ,.�t+:,���oyY/7t YL`x y��- '�. _j'>��.eT�^- (�� � (Q � Ud � 1� build, ! d, f l .� . 1' r i w.l 4 ' 4-(` wo final -LL I clk l • ` 1k3-- kA --4-1.11-4'1 [•,{3 i e i doi Ok-s-nArir?c 6y4. ! - iW'✓t • MR AG -r - OR WORE TIME !MEM" lEM" Awl WI/MNr.¢ r w1 PR1mtrr or ANY TM •.. VEEMITB ES OP VQ1 SNwcro OR -• ''Sita ORTZRD 1S NOT •CKINT NC$d WrTR1N SR HAYS. OE, 0' CON M sera 3ND8o OR AltANOOKED FOR A PERIOD OF 180 AMR WORK IS COMACENC , C TEAT T T9AVE IAD AND [OCAMA' ET'r S A,PPLTC4TIO1+r KNOW Tres ': ' wrRUK .1.2415 CORRECT. MA, PICOvT91ONS r ' . OFrWOIr" WILL SR CoroTLETETD Wfi11N +, -r-"- :,;' • • MOT 7TE murcrw or TMT Iboi T • .. otroprry TO VIOLATT o NCET. TIM {F" : ATT Olt s •. L i2TGD . MO • 0 . }..' PZ ' My' • i if:" 1 IN? ' ., F orr�CE/5t) UC ION DAM AT ANY OP LAW a{ NW(Pe.,„.;i, Is. tr d{ c 1 'I.( RPr i ne& s ?FO'r PROMONS ON OR c ndlikiouS tX) Permit: `-••L 01 Y ! w, f r i tCL T" 'z' J k I s !C '7C2.J'c-P { X3 S 'S , Rz_40c 7-i), Epeov-pital drAte... n1-6 OF 01,123(. - iGp _ - fr - tckt...ydC Irk fiTik' iii ~+'S4c.-fu.�:.tt cam•--• Co FF 91;1011ro itlIC . ' '1N•@,r,�it,_Oti1 APPFOvrii 1O. AGREEMENT ISP CQiN3WERATION Oi T8r> TSSUATAGE OF MIR MOM DM PPM EMMY AMES TO COOLY T;PITR AU- COPES AND LAND um RI VLAilds"� ADOPTED TrY GAM= COUNTS' PURSUANT TO AttORETY Cl1YRD4 IN atr2$,? l CR$ A5 ART.TE74Di3D. TR s7915R I?VP.TER ACT<Err.6 THAT 0' TTTE AT3OFR 5ATD ORDINANCES & NoT FULLY cvvIPEL&D Werra IN UM LOCATTOK RARETION, CON rRECT'1oi'1, Aro Lin o T' AIME DESCrarra WIRE, I'm rig' ? MAY FE REPOTTsz $:' trorKR PROM TI CO*TN-r! ANA MAT rzErN AND TREAT; tY SRAM. PCP' M ` l L AND V CUI}. Ttin TSSL'ANCE OF A P&RMT B A$ n UPON PLANS. 5r8CT1'TCATx©ri5 Amo 01.4.ot DATA K4T Noor PR6vENT TETE pVTLOTIN OFFTC1hc. i OtW iERRE:41" R R£QVIRSIgG TBE (OKI:ECM-et OTCEARORG WO PLANS. sn,C E1CATIONS A.ND O'THKR., DATA OR PROM PR2vRt4'TVVG CONSTRUCTT N OPERAlTTTQ 4 IrE0,10 CARRIED ON TREREU14DT}TI Vi I N TN YrWLAT]C01 OP TERI CODE OR ANY OMR OkAXNANCB on. RSAULA'TTON OF rittr5 j1TP.SDIC7•;'TOrt. R IEW 4Y su MrrTgb pT A r ECIFIGIlTON$ AI'1Ti IrtSPII PT N5 coNvuc'T TJ 7'TE1 Tio[ S NST' C0�4�T L 4� QCT T'ThM aP ) NY Ee k 'ST*11.WTRA O!� urAmini Ma$? (SART nocciN AN'FT'Y FOIL EI RO OMI SrQN.s �176itvs:NE26,,A.75r7.. ff, tt]3MS A fATPL mTATTON DSlit]IKC:C¢�S5T 1.C"UONRz Sf CtlE7CJ.&LLTWJTS r Coa T«VTsA 1ErTRIr n ►1S£COr' 11Ttvi-PTV ANDrNr4 PrORT+ trrgCOMERSI`ISG I-dtfftbm D03 T TfRRI SY A�"1CNQW7, iT TMA,T T'PA'4'E S'1RAD MVO uKBERF Alec T TE AC.RTIrirrTA OTO/700 �N.T Ti cnJ'?+rr 02/01/200S 10:18 5058312008 1.$:08 97U-527-1017 1.1.12a/2885 43 58312008 1 11,2B/2036 Mie 970-327-1017 ir • I PARADIGM ALBUID MVMD BASALT COLORADO PARADIGM MUG "G140 BASALT PAGE 02 PAGE 02 PAGE oa PAGE 132 tbeepplioeAtnegazd abort, iffedid Mor desaiibed above orlon tehaffeta lam baa beratty applito Mid Ve,U,4i Ltrictfor °NM Andior sem wee pm:matte urthe Motels Rides log Regftla‘Looe. cerdtrthattbe abovik descripdos. of propeof to be nem; wad de mamma doom; is 404tate, andante:1d thatt met lave the war itp lorded by it reoneeenzadves *64 Akrebi ;imam to ICI lured= of the prettheat gtaomeible tiro end in a raidediabla =wear tto afapprovimirithe tap end vattkog the tap fug to bt *aged. I acs vato Sive 13,a Distiat 24 lioud Aoiaco Were 2114 en tuspiotion le needeti distaa thettervioe Aavea begin to *taus fc4.4tba clafro cfplatiela conecooti, asftetc, butie the Rules and VAgot e of the Dist es sat by:the Bort oadtiattora and assended tkoss titaeo and to not* Distdet of soy claws in lie ttromures or Iwo eres *mai* thig appliaakton- Data za-/ c- FFIC.S" van Ottqwr of wow ant sewer policy goAtn? 1kulte VAMTIWOLS offered? Mis J Sa •,,t Tap the paid Si0Z Dom eiyea Eiyarer rift ; s dadi Magatemegitate lequiredi Paid SiiNaa.L.. ciZe 2.14P-ita. Received,by Agakation, itiMoved (locanes Date ..44,111_,t Account number aasigmd -*els* CaPtilaMtis !i ‘re Lk? evr btoreNNO.A. 02/01/2006 10:18 5058312008 II c WO/ A105 13;@8 S7-27-117 MIX- E t' 1 PARADIGM ALBUO MVMD BASALT COLORADO ' 'Atpki 'IMai wilitilAbiliiii14*.Districit ••-• • • , - , • .4.-:•:•=;•:'..t •1••••!,•••,....".••:;• •!.i 31Durctrx Iditte,r, PC.' 4'4' : " • .`,.1•9i., ..1', , , .i . 1 ,:e.e,..1Basalt, Coloradic' 1' .1." .1..• ..,..- r• 1,. !:749.70) 9271077: .,:ov. , ,. .,.., •,,.... ..•.:,-,--04: . :4.- ..'.,., 1,',,, • ,.... - •_.•:. , PAGE 03 PAGE 03 , . • 164; , '1". ti.:tj.,:s.,..;:,...„..,..i.. ;.• - ... • ,• , ---,!..A.-.A.,......r.,.•,...r..:1' . Aii#40VAkt!an:...,M • MK. 41 14. T 'NK YOU cerise ranch design review board To: From: CC; Date: Re: Via: Gerry Haze!baker - Paradigm Construction Terri -Ann. Giandomenico Jeff Spanel, Art Kleinstein, Maureen Marrs, File 02-28-06 Cerise Ranch Lot #44 US Mail rnemorand Wintergreen Home 408.01 US Highway 6 Suit POao Avon Colorado m , LLC 203 1530 1620 9701949 4120 Fax: 970/949 9940 Thank you for your submittal. We have reviewed your submittal package, drawings, catlog sheets, and colors, All have.been reviewed and approved. We have enclosed a stamped "reviewed" set for your files. During construction please keep in mind the following items: 4.3.5 Vehicles and Parking 5 Vehicles for use during construction activities shall conform to all provisions of the Covenants and Garfield County requirements. Vehicles or construction equipment shall not 'e stored on site. Parking for construction workers vehicles is limited to the lot, At no time will parking be allowed on the streets or on adjacent lots. 4.3.6 Construction Equipment, Materials, Trash and Dogs Temporary placement of construction equipment on site will be allowed, however storag of construction equipment beyond the duration of need for such equipment to be on site shat be prohibited. Temporary storage of building materials on site shall be allowed in the appro ed temporary staging area. The site shall be kept free of construction debris at all times. Tempo cry placement of debris on site shall be contained within a dumpster located in the appro ed staging area. Dogs and outdoor radios shall not be allowed on the construction site at any ti e. 4,3.7 Dust, Noise and Hours of Construction The Contractor shall take precautions as necessary to abate dust generation due to construction activities at all times — there will be zero tolerance for fugitive dust. The Contra < tor shall take precautions as necessary to abate excessive noise generation at all times. The us of explosives on the construction site is prohibited. If required, use of driven steel foundation iles shall be subject to approval by the DRB prior to the start of construction. Construction activ ties shall only occur during the hours of 7;00 A. M. to 5:00 P_M_, Monday through Friday, unless wri en authorization from the DRB is secured for extended or weekend hours. if further information is required, please do not hesitate to contact Terri -Ann Giandomenico {' 70) 376-2263. Gerry Hazelbaker Paradigm Construction This document may contain PRIVILEGED and/or CONF DENTIA!: information intended ONLY for the us the specific individual or entity named above. If you are not the intended recipient, you are her notified that any unauthorized dissemination or copying of this document or the Information contained is strictly prohibited.If you have received this document in error, please notify the sender at once telephone and return the original document to the above address via the US Postal Service, Thank you. TO Mt/8 of sby n it by nnsTti woraveod 800ZLE8g09 TZ:9L 9006/E0/E0 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at eyy Permit No. 98 I have this day inspected this structure and these premises and found the following corrections needed: 4olets iia ° +4,-19 aArcs t K a.tii Q-boci i� C{'i�lks pti(. a.5 /*pea vLer Q 3• - 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 .. _ 6 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 0,2 6 Er' of,t-arez-c Permit No. 788 I have this day inspected this structure and these premises and found the following corrections needed: gam" ,3y 35.11 .1 1 ,C)a4,1 .2,4„idee-c . 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 71/ -617 20 Building Inspector Phone (970) 945-8212 Nb r' U O-'�- Assessor's Parcel NoiC' Date T f 6c)_6 1 �i BUILDING PERMIT �CARD Job Add ss 0 016 �s - C. (CXRScki 6 A3 a (1,/ t Owner Address_ id d ..1'} 21 hone �# id.1 9 7 Contractor Address 15-2L'v-6-0 11\�- Phone # Setbacks: FrontRear RH LH Zoning S ' (Ak�' ECTIONS oils Test Weatherproofing %Footing -57c,---()LL . Foundation -5-) 7-t'(�• 77f Grout Underground Plumbing T tF Rough Plumbi g = � o -C.)6Framing Li-24�(�� Insulation 7'2ft'06 1,7a,"2 - Roofing Roofing Drywall /O-/3-oC for -- Gas Piping 5? -30-06m Jtml--re Mechanical Electrical Rough (State) Electrical Final (State) — fnal 7726-et7 /Checklist Completed? ✓ Certificate Occupancy # 56F Date x'24-0 Septic System # J LA Date 9a --o Fi al Other ,/,i1//t1ii e _ «<' 77/ 6 - EXTERIOR Address No. Drainage V/ Decks -support & clearance to }wood I Decks -stairs & rails Exterior locks Flashing around doors & windows /V insect screens INTERIOR GARAGE Fire wall separation ✓� Service doors -13A" min. Door (20 min.) w/auto closer -13/4" min Mech. equip. 18" above floor No opening into sleeping area BASEMENT -CRAWL ARE Access j Insulation Headroom/Stairs Ventilation FINAL CHECKLIST (continue on back) MECHANICAL ROOM STAIRWAYS . Boller Headroom (6'8") Hot water / Railing & guardrails F.A. r drain gas/oil Width i/ Floor drain Rise & run Clearance KITCHEN Air con. system Clearance above grill Hot water heater u".....„.. / Exhaust fan Combustion air ✓ Broiler exhaust (1 hr. chase) Gas piping, valves 1/ BEDROOMS LPG Drain Egress/ FIREPLACE/STOVE Smoke detector v Clearance to combustibles BATHROOMS Termination of chimney Exhaust fan Combustion air Shatterproof glass Hearth (12" or 20" on sides) OTHER Glass doors Gt Certified by• / toart REMARKS INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued... 6 Zoned Area Permit No 6/ a, AGREEMENT In consideration of the issuant:e 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 UU. AND VOID. et K5. a Addre al D caption a . lbw 7(0 ctor Owner Setbacks564 Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. Contra INSPECTION RECORD Footing _ 4/.6v-14_ Driveway Foundation Underground Plumbing 6-5-__ o-,. Insulation 9 - aSt._ -7„,d___ Rough Plumbing g_30-06 7,7202 Drywall /0 -/3 ~0.6 -- Chimney & Vent 7. ,2/ _ /61-n(,. Electric Final (by State Inspector) 6---3c2-17-7,6 Gas Piping 6._3,c,_ o ®.71 " Final -2--AS-07 -xe, Electric Rough (By State I •LITH • r19 2/44 Septic Final pi",/ Framing 4(Notes: (To include Roof in pl ce and Windo s and Doors installed). g.. /-C4 ALL LISTED ITEMS MUST BE INSPECTED WHETHER INTERIOR OR EXTERIOR, • AND APPROVED BEFORE COVERING - UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APP ` O VE D DO NOT DESTROY THIS CARD Date Lit.=1064, C yfs F PLACED OUTSIDE - COVEN WITH CLEAR PLASTIC Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/TreasurerProperty Search j Assessor Subset Query 1 Assessor Sales Search Clerk8: Recorder Reception Search Basic Building Characteristics 1 Tax. Information Parcel Detail 1 Value Detail f Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photovraphs Tax Area 084 Account Number R008078 Parcel Number 239132102044 Mill Levy 68.789 Owner Name and Mailing Address PARADIGM CONSTRUCTION CORP OF COLORADO PO BOX 1789 BASALT, CO 81621 Legal Description SECT,TWN,RNG:32-7-87 SUB:CERISE RANCH SUB -DIV. LOT:44 DESC: PHASE 2 PRE:R111837 PRE:R007164 BK:850 PG:81 BK:838 PG:205 BK:370 PG:379 BK:367 PG:147 BK:185 PG:319 BK:142 PG:547 BK:1291 PG:680 BK:1290 PG:174 BK:1290 PG:170 BK:1290 PG:168 BK:1290 PG:144 BK:1207 PG:399 BK:1207 PG:396 BK:1207 PG:39413K:0606 PG:0569•BK:1633 PG:299 RECPT:662214 BK:1589 PG:562 RECPT:652490 BK:1576 PG:681 RECPT:649971 BK:1576 PG:677 RECPT:649970 BK:1550 PG:552 RECPT:643769 BK:1523 PG:60 RECPT:637392 BK:1508 PG:376 http://www•garcoact.com/assessor/parcel.asp?ParcelNumber=239132102044 7/27/2007 Parcel Detail Page 2 of 4 RECPT:634548 BK:1245 PG:482 RECPT:579298 BK:1233 PG:546 RECPT:573505 BK:1222 PG:9 RECPT:573542 BK:1222 PG:1 RECPT:573541 BK:1221 PG:942 RECPT:573540 BK:1221 PG:922 RECPT:573539 BK:1209 PG:906 RECPT:570047 BK:1209 PG:888 RECPT:570046 BK:1209 PG:877 RECPT:570044 BK:1209 PG:872 RECPT:570043 BK:1206 PG:248 RECPT:569106 BK:1181 PG:946 RECPT:561931 BK:1069 PG:76 RECPT:525654 BK:1036 PG:0356 BK:0867 PG:0950 BK:0867 PG:0946 BK:0867 PG:0941 Location Physical Address: 15 LARKSPUR DR CARBONDALE Subdivision: CERISE RANCH SUB -DIV. Land Acres: 5.447 Land Sq Ft: 0 Section Township Range 32 7 87 Property Tax Valuation Information Sale Date: Sale Price: 110/18/2004 230,000 Basic Building Characteristics 11 Number of Residentialll u http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=239132102044 7/27/2007 Actual Value Assessed Value Land: 235,000 68,150 Improvements: 0 i 0 Total: 235,000 68,150 Sale Date: Sale Price: 110/18/2004 230,000 Basic Building Characteristics 11 Number of Residentialll u http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=239132102044 7/27/2007 Parcel Detail Page 3 of 4 Buildings: 110 Number of Comm/Ind Buildings: 0 No Building Records Found Tax Information Tax Year T Transaction Type Amount 2006 Tax Amount $3,057.68 2005 Interest Payment ($31.76) 2005 Interest Charge $31.76 2005 Tax Payment: Whole ($3,175.56) 2005 Tax Amount $3,175.56 2004 Tax Payment: Whole ($1,735.52) 2004 Tax Amount $1,735.52 2003 Interest Charge $13.37 2003 Tax Payment: Whole ($1,337.04) 2003 Interest Payment ($13.37) 2003 Tax Abatement ($150.58) 2003 Tax Amount $1,487.62 2002 Interest Payment ($59.46) 2002 Interest Charge $59.46 2002 Tax Payment: Whole ($1,486.44) 2002 Tax Amount $1,486.44 2001 Tax Payment: Whole ($10.44) 2001 Tax Amount $10.44 Topof Page Assessor Database Search Options Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page 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. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239132102044 7/27/2007 qip CTLITHOMPSON FIN scommaxxxamst SOILS AND FOUNDATION INVESTIGATION SINGLE-FAMILY RESIDENCE LOT 44, CERISE RANCH GARFIELD COUNTY, COLORADO Prepared For: PARADIGM CONSTRUCTION P.O. Box 1789 Basalt, CO 81621 Attention: Mr. Gerald Hazelbaker Project No. GS -4347-C October 4, 2004 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 2 SITE EARTHWORK 3 Excavation 3 Sub -Excavation 4 Site Grading 5 FOUNDATION 5 FLOOR SYSTEM AND SLABS -ON -GRADE 6 BELOW -GRADE CONSTRUCTION 7 SURFACE DRAINAGE 9 LIMITATIONS 10 FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 -- SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE 3 — SWELL CONSOLIDATION TEST RESULTS FIGURE 4 — DISTRIBUTION OF PRESSURE BELOW FOOTINGS FIGURE 5 — EXTERIOR FOUNDATION WALL DRAIN TABLE I — SUMMARY OF LABORATORY TEST RESULTS PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL I T PROJECT NO. GS -4347-C SCOPE This report presents the results of our soils and foundation investigation for the single-family residence proposed on Lot 44, Cerise Ranch in Garfield County, Colorado. We conducted the investigation to evaluate the subsurface conditions at the site and provide foundation recommendations for the proposed building. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions found in our exploratory borings, our opinions and recommendations for design criteria for foundation and floor systems, and geotechnical and construction criteria for details influenced by the subsoils. Information from our preliminary geotechnical investigation for the development (Job No. GS -2993, report dated January 27, 2000) was used to supplement data obtained for this investigation. The recommendations contained in the report were developed based on the currently planned construction. We should be informed if actual construction will differ significantly from the descriptions herein. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsoils encountered in our exploratory borings consisted of about 6 - inches of sandy clay "topsoil" underlain by clayey to silty gravel with lenses of silty clay to the total explored depth of 24 feet. Free ground water was not found in our exploratory borings during drilling operations. 2. The potential for differential movement and associated damage is high if foundations are supported directly on the undisturbed, natural soils on Lot 44, We recommend constructing the residence on footing foundations supported by a minimum 2 feet thick mat of densely compacted, structural fill. Additional discussion and design and construction criteria for footings are presented in the report. 3. After the sub -excavation process is accomplished, interior slab -on - grade floors supported on the densely compacted, structural fill should result in a low potential for differential movement. Further discussion is in the report. PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL I T PROJECT NO. GS -4347•C 1 4. Surface drainage should be designed to provide for rapid removal of surface water away from the proposed residence. A foundation drain should be installed around below grade areas. SITE CONDITIONS Cerise Ranch is a residential development located northeast of the intersection of State Highway 82 and County Road 100 in Garfield County, Colorado. Lot 44 is on the lower slope of the valley side in the north part of the development. Larkspur Road is south of the lot. An irrigation ditch crosses the south part of the lot. No water was present in the ditch at the time of our investigation. The building envelope is located in the southeast part of the lot. Ground surface in the building envelope slopes down to the south at grades visually estimated at 20 percent. Vegetation consists predominantly of native grass, sage, pinion and juniper. Large deciduous trees are near the irrigation ditch. PROPOSED CONSTRUCTION We understand the proposed single-family residence will be a two-story, wood - frame building with an attached garage. The lower level will be constructed below - grade at the uphill side. Basement and garage floors are planned as slabs -on -grade. Maximum excavation depths of about 9 feet are expected at the uphill side of the building. Maximum foundation loads assumed for our analysis were 3,000 pounds per lineal foot of foundation wall and maximum column loads of 30 kips. If actual construction will differ significantly from the descriptions above, we should be informed so that we can check that our recommendations are appropriate. SUBSURFACE CONDITIONS Subsurface conditions at the site were investigated by drilling two exploratory borings with a track -mounted drill rig at the approximate locations shown on Figure 1. PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL j T PROJECT NO. GS -4347-C 2 Drilling operations were directed by our field representative who logged the soils encountered in the borings and obtained samples for testing in our laboratory. Samples obtained in the field were returned to our laboratory where field classifications were checked and typical samples selected for testing. Graphic logs of the soils found in our exploratory borings are shown on Figure 2. Subsoils encountered in our exploratory borings consisted of about 6 inches of sandy clay "topsoil" underlain by clayey to silty gravel with lenses of silty clay to the total explored depth of 24 feet. Free ground water was not found in our exploratory borings during drilling operations. Field penetration resistance tests and observations during drilling indicated the gravel was dense. Borings were backfilled immediately after exploratory drilling operations were completed. One sample of the clayey to silty gravel selected for swell -consolidation testing exhibited 2.3 percent consolidation when wetted under an applied load of 1,000 psf. Results of swell -consolidation testing are shown on Figure 3. Laboratory test results are summarized on Table I. SITE EARTHWORK Excavations Our subsurface information indicates the clayey to silty gravel soil will be encountered in excavations to the planned depths. We anticipate excavations for the foundation and utilities can be accomplished using conventional, heavy-duty excavation equipment. Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. We believe the natural soils will generally classify as Type C soils based on OSHA standards governing excavations. Temporary slopes deeper than 5 feet should be no steeper than 1.5 to 1 (horizontal to vertical) in Type C soils. The contractor should identify the soils encountered in excavations and refer to OSHA standards to determine appropriate slopes. PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL I T PROJECT NO. G5.4347•C 3 Sub -Excavation Laboratory test results and our experience indicate the natural soils present under Lot 44 possess the potential for excessive consolidation under load when wetted. The potential for differential movement and associated damage to foundations and floor slabs is high if the residence is constructed directly on the undisturbed natural soils. To enhance foundation and floor slab performance, we recommend removal and recompaction (i.e. sub -excavation) of the natural soils below the entire building footprint. Sub -excavation should be to a depth of at least 2 feet below bottom of footing and slab -on -grade elevations. It may be more practical from a constructability standpointto sub -excavate the entire building footprint to a depth of 2 feet below the bottom of footings. This will result in a larger work area which is accessible to larger excavation and compaction equipment. In any case, the bottom of the sub -excavated area should extend laterally at least 1.5 feet beyond the perimeter of the building footprint. The bottom of the sub -excavated area should be scarified to a depth of at least 8 inches, moisture treated and compacted. The excavated soils free of organics, debris and rocks larger than 3 inches in diameter are suitable for re -use as structural fill. Structural fill should be moisture treated to within 2 percent of optimum moisture content and compacted to 100 percent of ASTM D 698 maximum dry density. Additional water required to increase the natural soil moisture content to the specified moisture content should be uniformly mixed into the fill soil priorto compaction. The actual thickness of fill lift that can be properly compacted will depend on the type of compaction equipment. Our experience indicates that mixing of water into the native soils at this site and achieving the recommended structural fill density will be difficult. The excavation contractor should be chosen carefully to ensure they have experience with structural fill compaction. We can assist the contractor in developing an effective approach to PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL I T PROJECT NO. GS -4347-C 4 the sub -excavation process. In order for the procedure to perform properly, close control of fill placement to specifications is required. Our representative should observe placement and check compaction and moisture content of the structural fill. Free ground water was not found in our exploratory borings during this investigation. Ground water levels vary with seasonal conditions and time of year, however, we do not anticipate excavations for foundations or utilities will penetrate ground water. Excavations should be sloped to a positive gravity outfall or to a temporary sump where water can be removed by pumping. The ground surrounding the excavation should be sloped as much as practical to direct runoff away from the excavation. Site Grading We expect fill be required to construct the driveway. Areas which will receive fill should be stripped of vegetation, organic soils and debris. The resulting subgrade surface should be scarified to a depth of at least 8 inches, moisture conditioned and compacted. The on-site soils or similar soils free of organics, debris and rocks larger than 6 inches in diameter can be used as fill. If import fill is required, a sample of the import soil should be submitted to our office for approval prior to import to the site. Fill should be placed in thin loose lifts of 10 inches thick or less, moisture treated to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. A representative of our firm should check density and moisture content of fill during placement. FOUNDATION The potential for differential movement is high if the residence is constructed directly on the undisturbed, natural soils on Lot 44. To reduce the potential for building movement we recommend constructing the residence on footing foundations supported by densely compacted, structural fill. We recommend sub -excavation, PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL T PROJECT NO. GS -4347-C 5 moisture -treatment, and recompaction of the natural soils below the building to a depth of at least 2 feet below bottom of footing elevations as described in the Sub - Excavation section. After the sub -excavation process is accomplished, we believe footings will posses low potential for differential movement. The footings should be designed and constructed with the criteria below. 1. The footing foundations should be supported on densely compacted, structural fill. Soils loosened during the forming process for the footings should be removed or re -compacted prior to placing concrete. 2. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 30 inches by 30 inches. Larger sizes may be required, depending upon foundation loads. 3. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 15 feet. Reinforcement should be designed by the structural engineer. 4. The soils under exterior footings should be protected from freezing. We recommend the bottom of footings be constructed ata depth of at least 36 inches below finished exterior grades. FLOOR SYSTEM AND SLABS -ON -GRADE We understand the basement and garage floors will be constructed as slabs - on -grade. The potential for differential movement and associated damage is high if the slabs are supported directly on the in-situ, natural soils. After the natural soils below the building are sub -excavated, moisture -treated, and re -compacted as described in the Sub -Excavation section, we judge potential for differential movement of floor slabs will be low. The most positive method to mitigate floor movement is the construction of a structural floor with an air space between the floor and the subgrade soils. The structural floor is supported by the foundation system and an excellent choice from a geotechnical viewpoint. Additional building considerations, such as increased lateral PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL I T PROJECT NO. GS -4347-C 6 loads and crawl space ventilation, must be considered if structurally supported floors will be constructed. We recommend the following precautions for slab -on -grade construction at this site. 1. We recommend against placing a sand or gravel layer below slabs. Provision of a sand or gravel layer below slabs increases the possibility of a single source of water wetting the entire area supporting the slab. 2. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. 3. Underslab plumbing should be eliminated where feasible. Where such plumbing is unavoidable, it should be pressure tested before the slab is constructed. Plumbing and utilities which pass through slabs should be isolated from the slab with sleeves and be constructed with flexible connections to slab supported appliances. 4. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well -reinforced to function as independent units. Movements of these slabs should not be transmitted to the residence foundations. 5. Frequent control joints should be provided to reduce problems associated with shrinkage and curling. Our experience indicates panels which are approximately square generally perform better than rectangular areas. BELOW -GRADE CONSTRUCTION Foundation walls which extend below -grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at -rest" lateral earth pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL I T PROJECT NO. GS -4347-C 7 pressures are appropriate. Our experience indicates typical basement walls can deflect or rotate slightly under normal design loads, and that this deflection results in satisfactory wall performance. Thus, the earth pressures on the walls will likely be between the "active" and "at -rest" conditions. If on-site soils are used as backfill, we recommend design of below -grade walls using an equivalent fluid density of at least 50 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density assumes deflection; some minor cracking of walls may occur. If very little wall deflection is desired, a higher equivalent fluid density may be appropriate for design. The structural engineer should also consider site specific grade restrictions and the effects of large openings on the behavior of the walls. Backfill placed adjacent to foundation wall exteriors should be free of organic matter, debris and rocks larger than 6 inches in diameter. Backfill should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Water from precipitation, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of relatively impermeable soils occurring at the bottom of the excavation. This can cause wet or moist conditions in below -grade areas after construction. We recommend provision of a foundation drain adjacent to the building. The drain should consist of a 4 -inch diameter, open joint or slotted pipe encased in free draining gravel. The drain should lead to a positive gravity outfall or to a sump pit where water can be removed by pumping. A typical foundation drain detail is shown on Figure 5. Ventilation is important to maintain acceptable humidity levels in crawl spaces. A recent trend in the Roaring Fork Valley is to ventilate crawl spaces with air from the living area of residences. The mechanical systems designer should consider the humidity and temperature of air, and air flow volumes, during design of crawl space PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL i T PROJECT NO. GS•4347-C 8 ventilation systems. It may be appropriate to a install ventilation system that is controlled by a humiditstat. SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: 1. The ground surface surrounding the exterior of the residence should be sloped to drain away from the residence in all directions. We recommend providing a slope of at least 12 inches in the first 10 feet around the residence, where possible. In no case should the slope be less than 6 inches in the first 5 feet. 2. Backfill adjacent to foundation wall exteriors and behind retaining walls should be moistened to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 3. The residence should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. 4. Landscaping should be carefully designed to minimize irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass or other landscaping requiring comparatively large amounts of irrigation should not be located within 5 feet of the foundation. Sprinklers should not discharge within 5 feet of the foundation. Irrigation should be limited to the minimum amount sufficient to maintain vegetation; the application of additional water will increase the likelihood of slab and foundation movements. 5. impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL I T PROJECT NO. GS -4347-C 9 LIMITATIONS Our exploratory borings were located to obtain a reasonably accurate picture of the subsurface. Variations in the subsurface conditions not indicated by our borings will occur. A representative of our firm should be on-site to monitor the sub - excavation process. Our report was based on conditions disclosed by our exploratory borings, results of laboratory testing, engineering analysis and our experience. The recommendations contained in this report were developed based on our understanding of the planned construction. We should be advised if the actual construction will differ significantly from descriptions in the report so that we can check that our recommendations and design criteria are appropriate. This investigation was conducted in a manner consistent with the level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No other warranty, express or implied, is made. If we can be of further service or if you have questions regarding this report, please call. Very Truly Yours CTL I THOMPSON'4 4 ISS- �`'° 'D. c. ca f , 014',, o% ( :} 4- tris .-. 473 1' l 4- i-- q0 4 J��ines D. Kel* gg * ..r, P6.c---, :, Project Engineer SVM ��." JDK:cd (5 copies sent) PARADIGM CONSTRUCTION LOT 44, CERISE RANCH CTL I T PROJECT NO. GS -4347-C 10 GS -4347-C F1 70/04/04 CD SCALE: 11= 100' Paradigm Construction Lot 44, Cerise Ranch Project No. GS -4347-C Approximate Locations of Exploratory Borings Fig. 1 m L c .0 a a "topsoil", organic, moist, layey, silty, sandstone ®nses of silty clay, medium dense, moist, brown. mple. The symbol 44/12 that 44 blows of a 140 ammer falling 30 inches to drive a 2.5 inch npler 12 inches. bulk sample taken from luttings. I practical auger refusal. y borings were drilled on ,r 10, 2004 with 4—inch solid—stem auger and a unted drill rig. Exploratory rare backfilled immediately iing operations were i. of exploratory borings are ate. ;round water was found in ratory borings at the time I• ploratory borings are subject to cnations, limitations and ns as contained in this report. Project No. GS --4347--G Fig. 2 COMPRESSION % EXPANSION ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 1.0 10 100 APPLIED PRESSURE - KSF Sample of GRAVEL, CLAYEY, SILTY (GC -GM) NATURAL DRY UNIT VVEIGHT= 127 PCF From TH-1 AT 14 FEET NATURAL MOISTURE CONTENT= 4.9 % PROJECT NO. GS -4347-C Swell Consolidation Test Results FIG. 3 P B STR U CTU RAL FILL B+D 1 1 D (MIN. 3 FEET) H 2 STRIP FOOTING P P --a - SQUARE COLUMN FOOTING F B2 Job No. GS -4374-C P P 2— B+D P — z (B--0) 2. Distribution of Pressure Below Footings. Fig. 4 SLOPE PER OSHA SLOPE PER REPORT BACKFILL (COMPOSITION AND COMPACTION PER REPORT) BELOW GRADE WALL ---fit--- ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33, NO. 57 OR NO. 67) EXTEND GRAVEL TO AT LEAST 1/2 HEIGHT OF FOOTING. COVER GRAVEL WITH FILTER FABRIC. NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. REINFORCING STEEL PER STRUCTURAL DRAWINGS SLOPEavN 2" MINIMUM 8" MINIMUM -I-- OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GREATER) 4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A MINIMUM SLOPE OF 0.5 PERCENT. Project No. GS -4374-C PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL. Jr ................................ ..... ......... .......................•.••••.".•••.••.••_•... FLOOR SLAB FOOTING OR PAD PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION Exterior Foundation Wall Drain Fig. 5 PROJECT NO. GS -4347-C TABLE I SUMMARY OF LABORATORY TEST RESULTS BORING DEPTH (FEET) NATURAL MOISTURE (%) NATURAL DRY DENSITY (PCF) SWELL" (%) ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH (PSF) SOLUBLE SULFATES (%) PASSING NO. 200 SIEVE (%) - SOIL CLASSIFICATION LIQUID LIMIT (%) PLASTICITY INDEX (%) TH-1 14 4.9 127 -2.3 GRAVEL, CLAYEY, SILTY (GC -GM) TH-2 9 4.6 116 21 5 54 CLAY, SILTY, GRAVELLY (CL -ML) 1 *Note: Swell due to wetting under an applied load of 1,000 psf. Negative values indicate consolidation. Page 1 of 1 Garfield County Building & Sanitation Department 108 8`h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 0) Nature of Work Use of Building Owner P�/l Contractor Bui NO. ci s2a 4-1,0-E44_ &A -4)-e C4fYM Co F/6 cA-P W .d (4a r — ? ,�•LclZ l_ 9/- (142.P.P eo lding Permit Amount of Permit $ 4.5(11. a5 Date dzo Clerk