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Home My WebLink AboutApplication- PermitNo. 8166 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 Sth. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address Q DO oect-tiudiAk044Sea Q 4 ,33 Nature of Work Building Permit Q6tf ()ZIAYA Cteek` h Use of Buil" Q � ( e i�2 4r-4-41, Owner >�� P (!J Contractor -4412ed- — Amount of Pere rim$ 850 - 1 f Date Cc( ' fe.A-uLto-e_e_----r /ND.. as ciAe-e-etacur 96 <76, /9so 7/ tal- Clerk P[JG-22-2001 X33: 23P FROM: BLDGPLAt MARCO 9703843478 + , TO:9P1P970P4346024PPP27 P:10/11 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (9 70) 943-8212 PERMIT NO. g I INSPECTION LINE: (970)384-50 03 PARCEUSCHEDULE NO. •C cxW C. C� �t '__ . W_ LOT NO. l 0 BLOCK NO. SUBDIV ISIONIEXEMPTION lam"iAC4 &".[f k S [ V (S I AY'% 2 D'P'I 6rcv 1 ode Propercs -Di— soz 1.70 aus.Lap. 4) C,giso a PIG WZPIL 1-134"iliac. 3 co ACT,R ,r serous .31732 4= ion Loop, 044, co s,sai — 431-illonb Licm: /35/-1104. 4 ARc1C ECT, 4000a -R ail A - ADOlias 111 LLCM: 5 4Q. Fr. (IP atm./ O 1245 J ///��a aQ. FT. OF LAT 2 151 ¢ICa Fir No. OFPLDWta 6 VIE -�-1 — arat'1 rmrc Sin5e, I� si cQ.. O cn.a.3.v �f 7 J 3� DffiCRIDE WORD v1 ` i yn , , ` LL��aa I3/Ut / j1 � , lXwvl 8 CLASS OF WORK Wf oADOMON oA[,TEP.AaOM oHCVE OWE:MOVE 9 oot/BLE CARPORT: +OLE oDo7$LE OAaAGE OarNOLE, JJ aw 10 o Da1VrWAY Meer °ON sat SEWAGE DISPOSAL CCEPLUCI ?GM PLAN , VALVATION OF wOR$: a 1 r L/ )k j/J 1 V / AD]Od7ID VALUATION:3 ,,� C/ I 0 • CO S'✓1 yn �iL.�D `. OpEQI.ACOXINTIONS: A SEPARATE COLORADO. THIS PERMIT AUTHORIZED WORK IS Al' LY.K WORK I HERESY KNOW THE GOVERNING HEREIN AUTHORITY LOCAL CON NOTICE E7R1iD AND MUST BE ISSUED BY THE STATE OF ELECTRICAL PERMIT IS RCn1 BECOMES NUU. AND VOID LF WORK OR CONSTRUCTION rs NOT COMMENCED WITHIN 180 DAYS, OR TF CONSTRUCTION OR SUSPENDED OR ABANDONED FOR. A PERIOD OF 180 DAYS AT ANY TIME IS COMMENCED. CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STALE OR TAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF /CTIONJ C'L�i4 Date .^".—zz""1 , W O • _7 , PIAN CIECKFEE: '/� -jF PERMIT FEE: j `1 2.2 5— / 5o. 7/ T'OT'AL FEE: 1 DATE PERMIT ISSUED: OCC: CROUP: , nCONST: TYPE; r 1(- V Ar ZONING: SETBACKS: , of°wom, Contractor ora oozed agent Ening Lead and Lmdcaatood notice above. c ` Q, Ath_. f /1/-‘X I - ak (/0/5/01 YApprm'■UDJ Il MAN. HOME: /SDS NO. & FEE: Building l)ept y�lvval/Date PIann zgDepto AGREEMENT PERMIS S ION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRVCTURE AS DETAILED ON PIANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. LAI CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BU] DING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIW7 COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.2 8.20/ CRS AS AMENDED. THE SIGNER. FURTHER AGREES THAT IF THE ABOVE SAE) ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT 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 FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY MITER ORDINANCE OR REGULATION OFTHIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. /7 Guiv®eo3 I HEREBY ACI NOWIEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. ONTIIALL 61p/a AUG -22-2001 03:24P FRON:BLDGPLANGARCO 97033434710 TO:9P1P970P434E024PPP27 P:11/11 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 washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. AlI 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 VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, up and the issuance of a Certificate of Occupancy for the dwelling under building permit # $7 (O 6 . tune bpcont Date AUG -22-2001,03:21P FROM:BLDGPLANOARCO 9703843470 TO: 9P1P970P4346024PPP27 P:2/11 January 1, 1999 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, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule-- A chedule" A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan included that indicates the distances of the proposed building or addition to property liz}gs, other buildings, setback easements and utility easements? Yes (J. 2. Does the site plan include the location of the I. S.D.S. (Individual Sewage Disposal System) and the distances to property Lines, wells (on subject property and adjacent properties), Streams water courses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the proper,�y? Yes 4. 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 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces an the clearances required between wood and earth? Yes 2 AUG -22-2001 03:21P FROM:BLOGPLANGARCO 9703843470 TO: 9P1P970P446024PPP27 P:4/11 6. Do the plans indicate the size and location of ventilation openings for the attic, rooijoist spaces's a soffits? Yes 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof constructpn? Yes 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 10. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes 11. 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 grade contours? Yes 12. 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 (2v` No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 14. 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 Code? Yes No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No 3 AUG -22-2001,03:21P FROM:BLDGPLANGARCO 9703843470 TO:9P1P970P4346024PPP27 P:3/11 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safe y glazing for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 18. 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 19. 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 architect al committee deny or reject your building plans? Yes No 20. Will this the only residential structure on the parcel? Yes No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes % No 25. Do you understand that approval for design and/or construction changes are required prior, to the appli tion of these changes? Yes No 4 AUG -22-2881 a3:22P FROTI:BLDGPLANGARCD 9783843478 T8: 9P1P970P4346024PPP27 P:5/11 % ' 26. 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 "School Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes fA° \ No 27. 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. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay y r inspection one (1) day. Inspections are to be called in to 384-5003. Yes No 28. 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 .Occupan and occupancy of the building? Yes /1_ No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the proje t complying with the Uniform Building Code? Yes / No 30. Are you aware that prior to issuance ofa building permit you are required to show proofofa driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-5601,,E Yes /1-.•1 No 31. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of�,pplicable inspection. Yes No 32. 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 issuance of a building permit? Your attention in this is appreciated. Yes 4Y\ No 5 AUG -22-2001,03:22P FROM:BLDGPLRNGRRCO 9703843470 TO: 9P1P971P4346024PPP27 P:6'11 • It 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability.,, signaCy(e date Phone: 70 se/ 4' / lP (days); (evenings) Project Name: Project Address: Notes: If you have answered "No" an 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. bpminreq 8/00 6 7 • uradol') itaF1 140/013,5 toZ4z 2,5 4 _.._,Aktae_l•perIck‘ 1223.12...e I tt-ir) 4141-7-- /57/v. ci • io 1 ilakfma____u_az.z) /Q5-0,71 Great New Homes RECEIVED SEP'. 1 4 2081 3032 1-70 Business Loop Grand Junction. CO 815'04 (970)434-4616 FACSIMILE T'RANSMI S SION DATE: givi TIME: S : # OF PAGES: /Z NOTE: If you do not receive all of the pages, call the verifying number below. To:. crd Co Company: Fax #: Remarks: 17°- Q From: #: (970) 434 tee, Q.►'e, 4'4J 5ods repor(s ast3 _020S -Srizty e Coacw_ (jartS, CrceL jog - Crack-) .44-«rr. _Jam_ Ap1026, IMO! stryker/Drown Architects 300 South Spring Street Suite #300 Aspen, CO 81811 Attention: Mr. David Brown, AIA, Principle Subject: Preliminary Geotechnical lnvestfga1 -:' ---Parcels-H[28 Ranch at Roaring Fork . Garfield Calmly, ado .i Job No. GS -1781 - Introductisn This report presents the results of our Preliminary GeotochnlcaI Investigation of Parcels 1 & 28 at the Ranch at Roaring Fork In Garfield County, Colorado. Thai purpose -of aur- Investigation was to evaluate the elites suitability for residential development from -a geotechnical perspective. Wo have developed preliminary opinions of the appropriate foundation systomn for soli conditions found at the site. The report discusses subsurface conditions and presents aur recommendations for site development. The criteria presented In this report were developed considering condition& disclosed by widely spaced test pits, results of laboratory tests and our experience. Recommendations were developed based upon aur understanding of the planned construction and site development. Revisions In the scope of the' project could Influence our recommendations. Site specific, doaignaeval geotechnical investigations are recommended to provide specific foundation design criteria for Individual residences. Site Conditions The Ranch at Roaring Fork is located south of Highway 82, between • the highway and the Rearing Fork River, approxlmately2.5 miles east of Carbondale. The majority of the development has been buiit out with a golf course and single and multi family residential buildings. Commercial buildings exist on some lots adjacent to Highway 82. Several small ponds and streams are throughout the development. The majority of the project is on alluvial terrace which has resulted In a ground surface that is comparatively flat. Parcel 1 and 28 are bordered by the Highway 82 frontage road, Colorado CTL_/THOMPSON, INC. CONSULTING ENGINEERS 234 GEN/VA OPINE t OLE:NWOOP SPRO4GS. COLORADO $1BO1-A (970) 1346-2eoe 09/13/01 14:56 FAX 9709840493 1, ALL MOUNTAIN STC ()apartment of Transportation (COOT) Right of Way and Stagecoach Lana to the north, Stagecoach Delve to the west, and a comparatively steep slope to a lower bench which terminates at the Rowing Fork River to the south. Parcel 1 (aka .Jenkins Parcel) is approximately 2.6 acres. Lot 213 Is approximately 3.1 acres. Parcel 2A (not part of this report) is landlocked by parcel 28. The ground surface at the subject properties is relatively flat with a sllght•slope ( lees than 5 percent) toward the steeper slope dropping down to the Roaring Fork River- The ground surface is covered with native grasses and weeda. Two residential buildings and an existing barn occupy the site. P • . veloonsaist Development plans aro preliminary at this writing. Parcell may bo developed for approximately 12 single family Iota. Parcel 28 may be developed for approximately 12 to 16 single family lots. The lots will be accessed by paved roads and utility services will be provided. We anticipate earthwork will be limited to road and drive construction, installation of utilities and excavation for residence foundations. Overlot grading of the property Is not anticipated. Existing structures will be razed. We have assumed the residential buildings will be one or tom -stories tall, wood frame buildings, with attached garages. We understand itis desirable to offer lull basements as an option. Foundation loads we summed for our analysis were batwsan 1000 and 3000 pounds per lineal foot on continuous footings and maximum interior column loads of 14 lips. We should be informed of actual construction to judge If what is to be built la different than described above` Siib idaos Conditions Subsurface conditions ware Investigated by excavating four (4) test pits at the approximate locations shown on Figure 1. Our field manager was present during excavation to log soil* found In test pits and obtain samples. Logs of test pita are presented on Figure 2. in the teat pit excavation* we found one foot of soft, moist, organic sandy clays underlain by dense to very dense, moist, sandy to clayey gravels with cobbles and boulders. A two foot thick layer of soft, very moist, sandy clay was found below the organic soils, above the gravels at our 1P-1 location. The gravels are on excellent soil on which to found buildings and build roads. The gravels are capable of bearing comparatively high foundation loads with small settlements. Ri02 C i I C �te Development in our opinIcn the site can be developed for single family homes. We found L no geotechnical conditions to preclude construction. The property will generally remain in Its natural -state. No *verlot grading C operations are planned. Earthwork will Involve road budding and installation of utilities. Finished excavation slopes should not extend 2:1 (horizontal to vertical). We should review grading plans when available to provide geotechnical input. STRYKEFOBROWNARc CTS 2 4os No. G$ -UPI if r 09/1.3101 14:56 FAX 9709840493 y 4 ALL MOUNTAIN STC egi Where roads are to be built and fill is required to achieve subgrade elevation, all topsoil and vegetation should be stripped prior to till placement. Topsoil depths of 8 to 10 inches can be used for estirnating purposes. The subgrade In ail fill areas below buildings, roads or other structures -should be moisture conditioned to within 2 percent of optimum moisture content and compacted bsoguant fillahountld of maximum standard Proctor dry density (ASPM Bj e placed In loose lifts not exceeding 8 inches in ttdckaness, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum stapdard Proctor dry density. The plasement and compaction of fill should be observed and tested by a representative of our firm during construction. The performance -of roads is influenced by ufility trench backfill conditions. We recommend all utility trench backfill be placed In thin loose lifts, moisture conditioned to within 2. percent of optimum moisture content and 0 compacted to at least 95 percent of maximum standard Proctor drydensity (A ) We believe the gravels are 'typo C es described in the October, 1989 Occupation Safety and Health Administration (OSHA) Standards published by the Department of Labor governing excavations. 'The publication indicates a maximum temporary slope of 1.6:1 (horizontal to vertical) for 'fie C soils above the water table. We should view the excavation -to confirm that soilsareas anticipated. dati and 14 foundation depths we anticipate dense to very dense, sandy to clayey gravels with cobbles and boulders. The gravels are .on excellent soil on which to bear foundations. We anticipate footings supported by the natural gravels can be designed with allowable bearing pressures In the range of 3000 to 5000 pat depending upon the siting of the Individual building. Full depth basement floor elevations would likely be below groundwater elevations that occur shortly after peek snowmen. At this writing, we recommend that full basements not be built. Final determination of basement feasibility can be made as part of site specific design level it veatigrttions. Precautions such as drains below the floors connected to a foundation drain around the perimeter of the building will likely be needed where basements are feasible. The drains would need to discharge to a sump where the water collected could be pumped or to a daylight point. Additional measures to prevent water (both vapor and liquid) seepage into basements may also be needed. Slab -on grade floors placed on the natural gravels ahould perform satls1actorily. A leveling course of clean sand orwashedfine gravel will be needed to achieve a fiat surface on winch to pour concrete slabs and to break the possible raise of water via capillary action. The gravels are on excellent aubgrade soil and soil to build road embankment tills with. The gravels used as fill should have a maximum particle diameter of approximately 4 inches. We anticipate recommended pavement sections of approximately 6 inches of full depth asphalt or 3 Inches of asphalt above 0 inches of aggragcte base. STRYKE11.431i0wr, maw CTO JCB NO. Ga47a4 Q03 rx r. f SprfaceSIS The performance of roads, foundations and concrete fietwork is Influenced by moisture conditions in the wheelie. Surface drainage la important at this site. During development of site plans we recommend providing drainage around and away- horn buildings, roads and other structures. Mors detailed surface drainage recommendations will be provided in the design level, alts specific Investigations. disc usaion and preliminary -design criteria presented in this report were developed basad upon widely spaced test pita and are intended for preliminary planning purposes only. Variations in subsoil conditions not Indicated by our test holes shouldinvwill estigations erformed to develop design and construction criteria for buildfoundaonson specific basis. The placement and compaction of road embankment fill and utility trench -b_ackfili should be observed and tested during construction by a representative of our firm. We ahouid review grading plana to provide {.geotechnical Input when they are available. if we can be of further'servicen discussing the from ac� t thata 1 view ort or in the analyal$ of the proposdevelopment - please call. We appreciate the opportunity to work with you on this project. Pipette cali If you have questions. Very truly yours, t:.3.. t:L R+ ' :. eIng nch Maneg JM:Ip (5 copies sant) ;TRnKERBRoWN ARCHITECTS JO9 N4. as -inn C • P i 1 1 1 1 1 o, 1 1 1 1 0 91 Z Cd ea g a C 09/13/01 14:56 FAX 9709840493 ALL MOUNTAIN STC .r Z105 gx 11 ri h A 111 11 i 9! CM 0 El 0 Depth Fiat 0 elk y l•sa aI IPtran oa 0 1 SIJU]ARY LOGS OF TEST PITS O9/1/O3.14:56 FAX 9709840493 ALL MOUNTAIN STC E2c s, 7 Ha sLeE IIEPOINO5 .---:-- aL/405/0aue OFFINN115 I -i ------HYDROMETER ANALYSIS ...„L..___...---________M_IE U.toSIANI3A16.40.30 IT .ig., Ag 16d. it WA CO 901K. "191.119 I . # "pc i ! 4. -ZOO i' ' • : ! : I i CO: - T 1 • • - • - ' +1' ; 1 • 4 10 i loi. : - i ..- . ; r ... !! .....4.7- -. i.':. .. - I e0r-- 1 i 6°. . : 1 " - I - ' i 1 1 I i . -- - -1--- • • • --: - i t " ; : 30' • • 1 . : -. , 20 ; - t 1 •7"' + • !•*"" "-}-1 • I • •••••••••41 1.• .0 ) ; • •• t -L•-•410 : ; • . ; - • • • - -•••••-k• . : • 1 .11J3 a1 • .00t .00z mea .000 .1119 .037 .1324 .09 1407 1S9 7.02.31 426 tit tti 244 743 427 NM 12.#2 110 OIAME1111 • • 7:§70CLE 1-7;17AYMASI1C170sartficefft.A211C) sampled GRAVEL, SILTY • CLAYEY WITH COOSLESCC2-13RA% we 17 From 1P-1. AT 4 TO 6 FEET SILTEtClAVS..% UQUOLIWT--% RATFOIYINDEX .__,...,140..,..............ittElEri ANALYSIS 1P OF.,A00.55 .."" U. suisc#820raiES .."-ANALIL CLIPa smut it aii. JIM. 00 met i mr4. 4r 1 RM. .-Agla .•.11/. . 2.49! • .4 3pir ....sig. va. 3,....... TA itni . i L • . 1 -1- I ... 1 l• 1 71-.1- i7.-. -; . I ' 1 1 I - i • -.:.......- -.7.___. sa;•,-- . .1: - -- -r--/. _,• • ....._...4..... ..........._...•LInmar .4••••• .......t........ . Trim i .. 4- i 1,_ j_i_,4_; ---++-......... I i - I 1 601. ' t ••- ; t I 1-.4. .1..' . .4.....1 -4.i.....- ' • 1 ' 1..,i, i . . i ; t 1 50: • 1..• •-•.--t ----i• i ..... -1. t : i -] . -117-1. I1 r• --- -----. : • ........_-Ii.......141,-..11-1...11.0-1.1 1:;.: , , I . 30 1 __...1 1 .! t T • ---4 t I --I II ' I ---4-1-----;-' -I • • - ---- i'170 • 1 f I '. 11 ] 1 ' 20!. , . I • - -4 - ; ; 40 I. I. i . , -, -- r ;-7. 1 ...1, 1 i • 1 r.,,. -Iso 1 I 1 } . 1 1 . I. 0 • , • t : 1111 1...; •;.-. ! I : ..S1111.1)... /I S 1110.:1 1 1 i 'i • i L k..._. i 0-.i .1 ASIA ..1. 1_, _Jur 001 .002 on .000 .019 .037 074 we .297 .1:73 1.19 70 4a1 e.te 9.52 MI 06.1 ie2 122 700 0-12 le2 creme/FIR OF rARICLE IN FAUE011111 041•10 j.._ 174-901AM LL. o./..Y (Poste) 10 $1.1frowidisrci sompie of GRAVEL. SANOY, WITH CDEBLF-S (GP) GRA,va_LI,A Frorn_TP-3 AT 5 TO 6 FEET $116LCIAV-9-% • PLASTICIIVMEX JOB. t43. GS -L791 SAND LIQUO Gradation Test Results 07 1 16:1; FIG_ 3 09/13/01 14:56 FAX 9709840493 • STRTKER/DRbW$ ACHINOTS JOR NO. ALL MOUNTAIN STC APPENDIX A SITE GRADING SPECIFiCATlONS r 3 r �� t5r 09/13/01 14:56 FAX 9709840493 ALL MOUNTAIN STC SITE GRADING SPECIFICATIONS PARCELS -'i AND 2BRANCH AT AT ROARING PORK GARFIELD COUNTY, COLORADO 1. DESCRIPTION This item shall consist of the excavation, transportation, placement and compaction al material from locations indicated on the plans, or staked by the Engineer, as necessary to achieve preliminary street end overlot elevations. These specifications shall also apply to compaction of excess cut materials that may be placed outsIda of the site boundaries. 2. GENERAL, The Solis Engineer shall approve fill materials, method of placement, moisture contents and percent compaction, and shaill give written approval of the completed fill. A representative of the Solis Engineer shall observe fill placement and check compaction and moisture during plscemenL 3. CLEARING JOa SUE The Contractor shall remove all trees, brush and rubbish before excavation or fill placement is begun. The Contractor shall dispose of the cleared material to provide the Owner wlth a clean, neat appearing job site. Cleared material shall not be placed In areas to receive f111 or where the material will support structures of any kind. LI 09 4s 4, SCARIFYING ArlEAID Btfli.LED Alt topsoil and vegetable matter shall be removed from the ground surface upon which fill is to be placed. The surfacn shall then be plowed or scarified until the surface is tree from ruts, hummocks or other uneven features, which would prevent uniform compaction by the equipment to be used. s_ COMPACTING AREA TO SE FILLED After the foundation for the fill has bean cleared and scarified, It shall be disked or bladed until it is free from large clods, brought to the proper moisture content (see item 7) and compacted to not less than 96 percent of maximum density as determined in accordance with ASTM D 698. Landscaping areas should be compacted to not leas than 90 percent of ASTM D 698. STRYKER/MOWN ARCIITECTB JOS NO. G9-17111 09/13/01 14:56 FAX 9709840493 a ALL MOUNTAIN STC 6. J'I! j,,,MATERIALS Fill soils shall be free from vegetable matter or other deietarleus substances. Cobbles and boulders aro anticipated within the overburden soils. Rocks greater than 8 Inches In diameter should be removed from ovorlot flit material to a reasonable degree. Fill placed below buildings or roads should not contain any rocks larger than 4 Inches in diameter to a reasonable degrees FIU materials shall be obtained from cut areas shown on the pians,or staked In the field by the Engineer. On-site materials classifying as CL, OH, SC, 5M, SW, SP, GP, GC, and GM ars acceptable. Concrete, asphalt, organic matter and other deleterious materials or debris shall not bo used as fill. 7. MOISTURE INTENT Fill material classifying as CH, CL or ECC (with more than 35% passing No. 200 sieve), non -expansive aolis classifying as SM, SW, SP, GP, GC and GM (or SC with less than 35 percent passing No.200 sieve) shall be moisture treated to within 2 percent of optimum moisture content as determined from Proctor compaction tests. Sufficient laboratory compaction testa shall be made to determine the optimum niolaturo content for the various soils encountered In borrow areas. Tho Contractor may be required to add moisture to the excavation materials In the borrow area if, In the opinion of the Solis Engineer, It is not possible to obtain uniform moisture content by adding water on the fill surface. The Contractor may be required to rake or disk the fill soils to provide uniform moisture content through the soils. The application of water to 1111 material shall be made with any type of watering equipment approved by the Sail* Engineer, which will give the desired results. Water jets from the toreador shall not be directed at the fill with such farce that fill materials are washed out. Should to much water be added to any part of the fill, such that the material is too wet to permft the desired compaction from being obtained, roiling and all work on that section of the fill shall be delayed until the material has been allowed to dry to the required moisture content. The Contractor will be permitted to rework wet material in an approved manner to hasten Its drying. 8. COM'ACTkON OF FILL AREAS Selected fill material shall be placed and mixed In evenly spread layers. After each fill layer has been placed, It shall be uniformly compacted to not les* than the specified percentage of .maximum density. it Is STRYNERIORCWN ARCHITECTS JOB No. GB -17S1 A-2 1 C C 1 1 1 C 1 09/13/01 14.56 FAX 9709840493 , it ALL MOUNTAIN STC preferable that fill below building areas be the native granular soils. The fill below building areas should _be compacted to at least 100 percent of the maximum dry density determined In accordance with ASTM 0 698. FM outside of the bulldkng area shall be completed to et least 95 percent of maximum density as detarrnlned In accordance with ASTM D 698. Fill placed In future landscape areas may be compacted to 90 percent maximum ASTM D 698 dry density. F7tl material shall be placed such that the thickness of loose materials does not exceed 8 inches and the compacted lift thickness doss not exceed 6 inches, 9. C R DN Where natural slopes are steeper than 20 percent in grade and the placement of till la required, cut benohes shall be provided to place fill upon, Benches shall be 8 to 12 teat In width to allow for compaction equipment. Larger bench widths may be -required by the Engineer. Fill shell be placed on cdmpldtad benches scutllned within -this -specification: - 10; .,...COMPACTION OF SLOPJ.S Fill *lopes shall be compacted by means of sheepafoot rollers or other suitable equipment. Compactlon•operatlons shall be continued until slopes are stable, but not too dense for planting, and there is no appreciable amount of loose soil on the slopes. Compal of elopes may be done progressively In Increments of three to five fest (3' to 5') In height or after the MI is brought to Its total height. Permanent fill slopes shall not exceed 2:1 (horizontal to vertical) without approval of the Soils Engineer. 11. fiSPECTt¢1 .AND TEST1Ng OF FjLL inspection end testing by the Solis Engineer shall be an s dully basis during the placement of fill and compaction operations so that he can declare the fill was placed In general oonformance with specifications. 12. SEASONAL LIMITS No fill material shall bo placed, spread or rolled while it le frozen, thawing, or during unfavorable weather conditions. When work la interrupted by heavy precipitation, fill operations shall not be resumed until the Soils Engineer indicates that the molsture content and density or previously placed materials are as specified. STRYICIFR/6ROWN ARCH T1CT! JOS NO. asI7r1 Q11 5c 15 Jul-C-7-��11'J� '�1O' -JD iCHIYI. Ci HI Kr Dat,: received Fee paid Fce on account APPLICATION FOR NEW/REMODEL EXTERIOR CONSTRUCTION RANCH AT ROARING FORK ELO. ASSN Owner J--(Z€A.T. � v i�I �.�-� Phone() G ( ZZe Contractor or Busider � Address or location /...4.DteD Purpose otwhich building is to be used n �. Pzk6_sr Closest distance of building from property line at C..��Y fti.&c6 6474-e2/1/1 Front Left side Roar t 1* 3lg 11 Right side Distance from nearest water Distance from nearest building -1 ,a.t..1 Number of stories Size of tap ( Water ) Size of sewer tap fL-6 Sdsl- hz 1 �l jr Width of building Exterior finials )9 - Type of roof ;•. Estimated con Date construction will start y ,Number of rooms t pe of foundation Length of building Heigbt of building 7- McJA L4— Plans submitted DATE prior tn;conittee approval I '/ ''Z r space in Sy. Ft / g11.5— t - z-elDate of completion /' 1as' ' t Z c Neighbor review/approval on plans must be received Permit charge S ZS_00 - 200 .00 I agree that any deviation from the approved pians will be reviewed by the Architectural Committee. Upon completion of • project. office will be contac}ed to set up a ruceting for Gnat review. f appltemnt i The Rauch at Roaring Fork Architectural tnmittce hereby grants the above permit per terms therein stated. This f5 • ' . day of i r -r_ ___ �""' / / APPROV I41 --A ( 3 rnrinbera) FINAL COM LETION REVIEW #10 TOTPL P.02 ifir, 0 PERMIT FEE S Owner Adress RANCH AT ROARING FORK 1-1.0. ASSN PAINTING APPLICATION t' D z c Contractor (If Applicable) Phone Date Received Fee Paid Fee on .recount 640 L13, -I Z Primary Color 1-1& w;t(- )-1/, /if Trim Color fj iy /U ` IAL (f t1t ti f Other Details fjilry�M Pe.k cr(_( (7 �LV 31.~o'� 1) All jobs to be completed in 30 days 2) / Color samples are required with application 3) NM Need neighbor input This application serves as a record for the office to keep track of physical changes to Ranch properties. This application can only be submitted by owner of such property NO tenant or representative may submit this change application 1 understand final approval may be subject to an inspection. 2 Signature 7 „2 7-- z Date The Ranch at Roaring Fork Architectural Committee hereby grants the above permit per terms therein stated. This APPROVAL (3 or more) day of j ; /- I,YJ�^,='i Final Completion Review pro 00/Z1/ VI. 1L:DIIf r.N_S r5 11V0k1J40J A1.L IDUUIYIASIV .714 0 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS i BUILDING PERMIT *GARFIELD COUNTY, COLORADO Date Issue j D41.411A Zoned Area Permit No F le Co AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDI ATELY BECOME NULL AND VOID. Use c IA cre401 gqck.t.e ~'. i? ' _404 Addres r Legal Description4. AC 1 44140/0 Ovy_neWfl2 *i ,. Contract r A4,41' SIA-v'es1 v Ill n Rear This Card Must Be Po ted So It is Plainly Visible From The Street Until Final Inspection. SPECTION RECORD Footing /0_16- a Foundation V- (, n b Underground Plumbing ' Ir' Insulation 1 erw erf-' Rough Plumbing I Milly Drywall 1 Chimney & Vent ov a Electric inal (by State Inspector) Pt i ;1l Gas Piping // f c'2./Om Final 7 fO-02- MIA-- Oi - Electric Electric Rough (By State inspector) /Z (l a Sep TFinal Framing lideq, ,Q2rie,a, (To includeRdof in place and Windows and Doors installed). otes:�." . ALL LISTED TTEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR ETERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 Sth Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARL) Dater "i B IF PLACED OUTSIDE - COVER WETH CLEAR PLASTIC THE FOLLOWING PAGES ARE THE BEST COPY AVAILABLE AT TIME OF SCANNING