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Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address CIAO Q �� U Nature of Work Building Permit Use ofth, UZ47 Owner Contractor .iZ- No. 8155 /}1 t - (3-a Ck ct(1044 ,C t , • z€A1 3-12-"zu2-4. Amount of Permit$ ;o5 /1 . 9 /-kf1. a s f.12-0.4/LeALLek ertt: j12L_- Clerk_- Date ca. 3/ 02est iU0-22-200; 03:23P FROM:BLDGPLANGARCO 9703843470 y1 T0:9P1P970P4346024PPP27 P:10/11 r GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO PERMIT NO. 1 S , CELEPHOl''E: (970) 945-8212 INSPECTION LINE: (970)384-5003 PARCEIJSCHEDULE NO. a I 1 LDT NO. jet BLOCK NO. SUBDIVISION 'CION 12AnCh Creek v t s a,(, 2 ew"u irw d tioje per e tz ADDP1.64032. t .7o BIAS. cep, CIZ, c. S1564/ PH: / V X6a . ya 1(3,y_94,14, 3 oolrrPACT)R 8 re,..t Ser r t cD s 3032 t--70 . Liep, 43, cos/spy Fit 13i, no tie No: 4 ACT pIA- A3 0 I ' AIA UCN . 414. 5 39.sr.orBun.toe 15 1 sq. cr. 0FwrT at co%�/� �e+0.exnoane 6 //��2 1.+J///��)��/��1� 1j o `1 �%�� }(�i (�leCLIT VIE OF BUILDING Sl u3 to l � `if Ld44 V T `-. 1r�a"`� 1. "v /15....A....eLety_ �� ' Y✓n+'n•• `.7DE&CJUaE vim: ' tO to onsfrath V amroFwoaiL• DADmamu W.SYNAAON ON OW OREMOVE 9 7 GOACM: owiaP tra[5 CAAPOR7_ ',emu 000mt.R 10 o D4M'wAY PEEWIT WN SUE&MACE DISPOSAL i3EPPC) OStTE PLAN V1.1 wo Aareni wumwriami 11,7 ( C(e ?. ,n + vALUATiOri OFwORK:i 141.1 ISPEaw cvmmONs: A SEPARATE COLORADO. THIS PERMIT AUTHORIZED WORK IS AFTER WORK 1 HEREBY KNOW THE GOVERNING HEREIN AUTHORITY LOCAL COAL' NOTICE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF BECOMES NULL AND VOID W WORK OR CONSTRUCTION IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME IS COMMENCED. CERTIFY THAT I 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 CEL THE PROVISIONS OF ANY OTHER STATE OR LAW REGULATTN CONSTRUCTION OR THE PERFORMANCE OF U /• O. /� f f / ' -M 4N F7 Date 51`� 43 l IiAN CHECK FEE: 252(0:( PERMrTFEE: j �y 1 % 2 i J. 2 S' TOT'U-FEE: pi ") - n DATE PERMIT ISSUED: .y 0 t '7 . 9 G [' til OCC: GROUP: CONST: TYPE: , / ! f S !/ r { V - Imo( ` ZONING. SETBACKS: , elf, ..- of Owner: CAW:MUT or authorized neat having read and tmdcTlt0 xI narkcabove. ' � aIi / I1 , . lr� MANU. HOME: /SDS NO. & N / Pt 4 . Building 10, A. } 1 to V' Iattni0g Dept. • }_ •' to AGREEMENT PERM1SSION TS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOP 1 tr.) B Y GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30,28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT DILLY COMPLIED WITH EN 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 PIANS, SPECIFICATIONS AND 0ITFSR DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS 1N SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 114 VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS EURISDICTTON. THE REVIEW OF THE SUBMIT'T'ED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDO,- il 0 THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR L{AB.LTTIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHIIBCr, DESIGNER. BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS B'IiEREST. Gmformoo3I HEREBY ACK NOWLED[ THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. O1NMAL) goo g1�W6)fr11-4' tall . PUG -22-2001 03:24P FROM:BLDGPLANCARCO 9703843470 TO:9P1P970P4346024PPP27 P:11/11 r � t 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. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) I5 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, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # s, ( £ bpcont �`— _Z Date OILT? uvuzl ct 215)&109 z 9= to51.5 -lop@ I = tztcoo 10@2q 251__ tao@►2=I 11)541P cc3aP--nciXl C1LeR9e- F"' c 12.41.25 Phourt gto.-� JUL—G.��GCJ `Ul 'U4•.JD rZ iI'1 f HI Kr Owner Diu,- received Fee paid Fee on account bu,A.1 oPy J� APPLICATION FOR NEW/REMODEL EXTERIOR CONSTRUCTION RANCH AT RO/ RLNG FORK H.O. ASSNGj gz) f�- :S ; T� +. Phon/ L 4D) L1 f Contractor or Builder 2744`'`4 �c.� Address or location t A- J 1 eL 22sIAQAet Purpose of *hide building b to be used Closest distance of building from property line at )icy..''' Front 4,5/ '8-'1 Left side 114 Rear i�'4li Ir f Right side 1,�—r tZi Distance from nearest water Distant from nearest building P Fes`' S Number of stories 2 Size of tap ( Water) Number of rooms D • Size of sewer tap til iki�� k '2t^NZ{NL7''%eType of foundation r i Width of building ;. Ci Length of building 675 fL,t �� + -?,3--( G') 2.4 Exterior finishHeight of building Type of roof L/< f"li W . 4716loor space in Sq. Ft Estimated cost 1-#`i,t i[ ^ Date construction will start J� 11T 2W1 Plans submitted DATE 7-' ( 7-" �= t cS) Date of completion Neighbor review/approval on plans must be received prior to committee approval Permit charge S 25.00 - 200.1D t agree that any deviation from the approved plans will be reviewed by the Architectural Committee. Upon completion = pro'e« the office will he contacted to set up a meeting for final review. o p$llea 1 The Ranch at Roaring Architectural ommitteeb. rebs oats the above permit per terms therein F/44 /E12-, staged. This - 1 �i ^— day of n lC! f/! , iJ APPROVAL (3 members) F � FINAL. COMPLETION REVIEW TOTAL P.02 JUL :10-200.1 18'40 Permit Fee -$ RANCH AT RF BAST C01-•7 RANCH AT ROARING FORK H.O. ASSN LANDSCAPING APPLICATION P , 04 Date Reefaved Fee Paid rcro IJII at.:1-i Fee on Account Needs neighbor input awnez jj #- c r s ,moi c_ �} Ranch Address ls� Phone( c �l c '� 1'= Contractor (If applicable) This application serves#as.record for the office to keep track of physical changes on Private properness. Your approval to begin will come after the architectural committee visits your property to discuss easements, underground utility locations and gas lines. Please describeyotarlandscaping proposal below. (or on back) and provide as accurately as possible a sketch of the changes or improvements. h. / ..s tA:AA 1)\a -C-44 I understand that final approval is subject to a final inspection and I shall request final inspection by calling the Ranch ofri = n ads 7 situ o They anch at Roaring Pork _ chitectural Committee hereby cants the a ove permit per terms therein stated. This day of ., .� try } /' '7 - art re APPROVAL j3 BoAta Mcmbefs) Final Completion Review • Revised 7/00 1 TnTnk L r7A PERMIT FEE $ RANCH AT ROARING FORK H.O. ASSN PAINTING APPLICATION OwnerCj bL--EL,:� <-1"1C- . Adress Lmp Phone Contractor (If Applicable) Si--"\A-LQ Primary Color Trim Color Date Received Fee Paid Fee .J11 Account 41'224-1 ft -7-47r; Other Details 1) All jobs to be completed in 30 days 2) Color samples are required with application 3) 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 I understand that final approval may be subject to an inspection. Signature Date The. Ranch at Roarin ork Architectural Committee hereby grants the above permit per terms therein stateCf This / APPROVAL (3 or more) day of t. u Final Completion Review C,f/_ • • • • 88 08/21/91 12:59 FAX 9709840493 • \ \ \ • \ ` 708 • • / 03" E.T.C. \ S • \ • a . \ \ \ \ \ \ • D„ \ \ ` \ 704 L L • • TJ� -, �'.�,169 AC,+/-- • • • • \ .\ I •. w,, \\ - N.. / . \ i \ .\,:e......:2(:).2 C` ^7 N. 9 \ ALL MOUNTAIN STC • • \ L C 414 fsP t161 AC1+/- • • 1 • • • • • • • \• `\ `'••• • CU n.; rn iZE- Li 2z1 LD&. 1 cr ` ` 1 t") .. �. •+,-- \ •• 1 . LD \ • ` �\ 3 - 0e • • • . 1 • � ` f • o . • • t` 1 • • { J • LLI X103 AIJGa,-22-2001 03:21P FRCOM:BLOGPLANGARCO 9703843470 TO: 9P1P970P4346024PPP27 P:2/11 • January 1, 1999 Plans to be included for a Building Permit, crust 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 budding material. A window schedule. A door schedule. 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 lines, other buildings, setback easements and utility easements? Yes (� 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 or water courses? Yes ft', 3. Does the site plan indicate the location and direction of the County or private road accessing the property? 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 t 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 2 GLI -22-200 03:21P FROM:BLBGPLANGARCO 9703843470 T0: 9P1P970P4346024PPP27 P:4/11 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's and 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 toads and wind loads? Yes frn-- 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? 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 of positive 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 odel and Colorado Phase II certifications or phase II EPA certification? Yes No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Buildin 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 iQ- 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 AU -2-2O@,1 03:21P FROM:BLDGPLANGARCO 9703943470 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 safety glazing for these areas? Yes p No 7. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes /,j\ 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 architectural committee deny or reject your building plans? Yes No 20. WIl this be the only residential structure on the parcel? Yes %Yti 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 inspectio 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 application of these changes? Yes No 4 Ailsa -22-20P1 03:22P FRON:BLDGPLANGRRCO 9703843470 TO: 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 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 your 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 Occupancy and occupancy of the building? Yes 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 project complying with the Uniform Building Code? Yes No 30. Are you aware that prior to issuance of a building permit 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 b25-80,01. Yes 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 applicable inspection. Yes tv-- 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 No 5 AUG -22-200I 03:22P FROM:BLDGPLANGARCO 9703843470 TO:9P1P970P4346024PPP27 P:6'11 r • Y t ! 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. Cm6,to1•J si re Phone: 3Y -4/6 / 6 (days); date (evenings) Project Name: Project Address: 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. bpminreq 8100 6 9-14-01; 8:30AM;Great Real Estate ;970 434 6024 # 1/ 12 T 1 f . RECEIVED SEP. r 4 2611 Great New Homes GC v\ -k C_ -Of DATE: 3032 E -7O Business loop Grand Junction. CO 81504 (970)434-4616 FACSIMILE TRANSMISSION TIME: g :. o # OF PAGES: 1Z kr/` NOTE: If you do not receive all of the pages, call the verifying number below. To:. Company: Fax#: Lq 70"' .-.4trjt O Remarks: From: • 1 /t.• V #: X970) 434-4616 teiti 4ke st) [is worts Tzr 606frast3 02of C;4rar Cis( EangA- Craft, VI OT Ye9e. CoarA.,0003 ShIL Ccar-AJPLJASC COLI3 ou axttiu2sit-)-64_& 1 9-14-01; 6:30AM;Great Reai Estate April 26. 1900 Stryker/&own Architects 300 South Spring Street Suite #300 Aspen, CO 81811 4 Atte ntiam Mr. David Brown, AEA. Principle Subject: Preflnttnary Geotechnical fnvaadgat Parcola i & 2B Ranch et Rearing Fork Garfield County. Colorado Job Ne. GS:1701 ;970 434 6024 Introduction This report presents the results of our Preliminary Geotechnical investigation of Parcels 1 & 25 at the Ranch at Roaring Fork In Garfield County, Colorado. The purpose of our Investigation was to evaluate the altos suitability for residential development from -.a g otechnloai perspective. We have developed preliminary opinions of the appropriate foundation system for soli conditions found et the site. The report' discusses subsurface conditions and presents aur rocommondatlone for site development. The criteria presented In this report were developed conaldoring conditions disclosed by widely -spaced teat pita,, results of Laboratory toots and our experience. Recommendations were developed based upon our understanding of the planned construction and site development. Revisions in the scope of the project could influence our recommendations. Site specific, doaign.level geotechnical Investigations aro recommended to provide specific foundation design criteria for Individual residences. Site Conditions The Ranch et Roaring Fork la located south of hilghwey 821 between the highway and the Roaring Fork River, approxlmotely 2.5 mhos east of Carbondale. The majority of the development has boon built out with a golf course and single and (mlti-family residential buildings. Commercial buildings exist on some lots adjacent to Highway 82. Several small ponds and stamina are throughout the development. The majority of the project la on alluvial terrace which has resulted In a ground surface that is comparatively fiat, Parcel 1 and 2B are bordered by the Highway 82 frontage road, Colorado CTL/THOMPSON, INC. CONSULTING ENGJNSl=RS 234 CENTER DRIVE' w GLENWOOD SPRINGS, COLORADO 81601-• we) 845-2609 # 2/ 12 9-14-01; 8:30AM;Great Real Estate 09/13/01 14:56 FAX 9709840493 r .l , ' ALL MOUNTAIN STC ;970 434 8024 Department of Transportation (CDOT} Right of Way and Stagecoach Lana to the north, Stagecoach Drive to the went, and a comparatively steep slope to a lower bench which terminates at the Roaring Fork River to the south. Parcel 1 (aka Jenkins Parcae) is approximately 2.0 acres. Lot 2B Is approximately 3.1 sorsa. Parcel 2A (not part of this report) la landlocked by parvol 25. The ground surface at the ambled properties la relatively flat with a slight slope ( lees than 5 percent) toward the steeper slops dropping down to the Roaring Fork River. The ground *uriaco is covered with native grasses and weeds. Two residential buildings and an existing barn occupy the sato. ProRosedpevelapm t Development pians aro preliminary at this writing. Parcel 1 may be developed for approximately 12 single family Iota. Parcel 25 may be developed for approximately 12 to 16 *Ingle family lots, The tots will be accessed by paved roads and utility services will be provided. We anticipate earthwork will be limited to road and derive construction, Installation of utilities and excavation for residence foundations. Overlot grading of the property is not anticipated. Existing structures will bo raced, We have assumed the residential buildings will be ono or two-atorles tall, wood frame buildings, with attached garages. We understand Itis desirable to offer full basements as an option. Foundation loads we assumed for our analysis were between 1000 and 3000 pounds per lineal foot on mus footings and maxdmwn interior column loads of 10 lips. We should be Informed of actual construction to judge If what Is to be built is different than described above. SubegEface Conditions Subsurface conditions were investigated by excavating four (4) teat pita at the approximate locations shown on Figure 1, Our field manager was present during excavation to log soils found In teat pits and obtain aamples. Logs of test pita are presented an Figure 2, In the test pit excavations we found one foot of soft, moist, organic sandy clays underlain by dense to very dense, moist. Mandy 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 TP.1 location. The gravels are on excellent soli on which to found buildings and build roads. The gravels are capable of bearing comparatively high foundation leads with small settlements. Site Development In aur opinion the site can be developed for single family homes. Wo found no geotechnical conditions to preclude construction. The property will generally remain in its naturaistate. No overlot grading operation* are planned. Earthwork will Involve road building and Installation of utilities. Finished excavation slopes should net exceed 2:1 (horizontal to vertical). Wo should review grading plans when available to provide geotechnical Input. STRYKER/BROWN ARCHITECTS J03 NO. 054791 2 # 3/ 12 IA02 L C r C 9-14-01; 8:30AM;Great Real Estate 09/13/01 14;56 FAX 9709840493 ALL MOUNTAIN STC ;970 434 6024 Where roads are to be built and fill Is required to achieve subgrade elevation, ell topsoil and vegetation should be stripped prior to III placement. Topsoil depths of 8 to 10 inches oan be used for estimating purposes. The subgrada In all fill areas below building* roads or other structures should be molature conditioned to within 2 percent of optimum moisture cantsnt and compacted to at least 95 percent of maximum standard Proctor dry density (ATM 13 608). Subsequent fill should be placed in loose lifts not exceeding 8 Inches in thickness, moleture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum standard Proctor dry density.. The placement and compaction of 1111 should be observed and tested by a representative of our firm during construction. Tho performance of roads Is influenced by tmlilty trench backfill conditions. We recommend all utility trench backlit! be placed in thin loose lifts, moisture conditioned to within 2 portant of optimum moisture content and compacted to at least 95 percent of maximum standard Proctor dry danelty (ASTM D 693). We believe the gravels aro 'Pyre C as 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 1.5:1 (horizontal to vortical) for Tis C soils above the water table. We should view the excavation to confirm that sobs are es anticipated. Eogadatla- and Pavernsagompla At 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 bo designed with allowable bearing pressures In the range of 3000 to 5000 paf, depending upon the siting of the Individual building. Full depth basement floor elevations would likely be below groundwater elevations that occur shortly after peak snowmen. At this writing, we recommend that full basements not be built. f=inal determination of basement feasibility can be made as part of site specific design loyal 1 wee igatlons. Precautions such as drains below the floors connected to a foundation drain around the perimeter of the building will likely be needed whore basements are feasible. The drains would need to discharge to a sump where the water collected could bo pumped or to a daylight point. Additional measures to prevent water (both vapor and liquid) seepage into basements may also be needed. $lab -on grade floors placed on the natural gravels ahould perform satisfactorily. A leveling course of clean sand or washed line gravel will be needed to achieve a flat surface on which to pour concrete slabs and to break the possible raise of water via capillary action. The gravels are on excellent subgrade soil and soil to build road embankment fills with. The gravels used as fill should have a maximum particle diameter of approximately 4 hushes. We anticipate recommended pavement sections of approximately 5 Inches of full depth asphalt or 3 Inches of asphalt above 6 inches of aggragr:e base. . STRYKERMAOWN ARCHflECTO JOB NO. G547.1 4/ 12 is 03 3 eg Ir^ '7 rimia ik gurface ms The performance of roads, foundations and concrete flatwork 1* Influenced by moisture conditions In the subsoils. Saurfac drainage is important at this site. During development of site plans we recommend providing drainage around and away from buildings, roads and other structures. More detailed surface drainage recommendations will be provided in the design level, site specific investigations. Un gallaans The discussion and preliminary design criteria presented in this report ware developed basad upon widely spaced teat pita and aare intended for preliminary planning purposes only. Variations in subsoil conditions net indicated by our teat holes should be expected. Additional invaatlgatlons will need to bo performed to develop design End construction criteria for building foundations on a site specific basis. The placement and compaction of road embankment #111 and utility trench backfill should be observed and tested during construction by aiput when they representative ofof Input firm. We ahouid review grading R to provide geotechnical are available. if we can be of further �in dg� contents �fthi report in the analysis of the proposed site development a geotechnical view point,please call. We appreciate the opportunity to work with you an this project. Please call If you have questions. Very truly yours, 1 ng. nch Manag JM:lp (5 copies sent) re re% : • 'sem $T OWN ARCHaflCTS .fuse N4. 426-171 C g 1 1 1 I 1 1 1 1 1 1 1 7 9-114-01; 8:30AM;Great Real Estate ;970 434 6024 09/13/01.. 14:56 FAX 9709540493 r a i, of Q calla n44 5 QL ALL MOUNTAIN STC 1 1 Q 1 1- LOCATIONS OF TEST PITS -t Job No. 4S-1701 t 6/ 12 1ij 05 gx N p1, Depth is F es I0 iu•et Anda 0 i►� SUM1tARY LUGS OF TEST NTS Job No.,GS— l7el 9-14-01; 8:30AM;Great Real Estate 09/13/01 14:56 FAX 9709840493 0 5 11111111111-1 '-I":1- TUE REMO= U3- STAM1Allp stas 0.EA0S01411E OFSNINIGS iii11447i4`. eilialt.t4L9.4. 4 WA. 1144N- 200 • 122 10 "41r3r3 ' to '104 NI 314 3fe "S. 102: 1 • i - : VOi - I 1 ' ' - - •F -; - I ; t ! - . . . • , : • 20 • , i ; 10I. ..... ; t;_. 1 I 1 : ter- . t , i . • i•• ,i• - 4., — .1- --4-.! i 1 1 . 1 7 4 . i i SO• . 1 - ' I '-' 1 . I -.- • • I 7 •-. •'-'150 ALL MOUNTAIN STC ;970 434 6024 • I r 413' 30." • r - •- • 1 0: 40- -••1 .001 .OW- goo :•• r-, --I- -1-i • • - 7C1 .. . ; . . it • -77- ,. =•. ..1...Li..,,',i,',,-,•-•--yr--J-...1.-=" a -jt,.- iMY: • . "--L+ L.1 -L--AL L I 4-kt- . . .....i11 1 -:---2 -.---.1-.1-.-4.11 .11..."1l• iI1.T . •7- 7 '1.1 4J.. 9100 IIT • , . .009 .010 .07 .119 .297 Me 119 2.0 231 116 9.22 00 341 14.2 122 200 3.4 151 DOOME 01ROMEIII sample at TY. CLAYEY W/TH COBBLESta..33RAva% TP -1 AT 4 TO 6 FEET Sla&CIAYS2.—% LA1U01.10—% PLASTICONDEX ••11•MR.M/6 E11HYDROMEIER ANA ANAsel..., js,„....ma-at...'J RFAreas •11S. SWUM) SIMI CLEM HOW. 1124. 90 FAN. 191.191. 4r 41414. ?Ala _agq .2.101.• • 'Id •1 • 41 34° We iiii• _F._ j• " il • 1 • i " ::-..:4 .., 1 1 _............._ .....,...... 1 -.r • -- i 1 - 1 1I• —. 1 al.••••••I•w••... •i• - • : T z —8--...-- .-- ...•;.••••-•aazi--•• ,,,„I , ...! .......___t______1.-.. . . ;.. li .. 4 ...-1...4- -- -.• ...13 w...1; .. . , • .. - 1 ' -; ' , ' • -4-14 .. • I • ; i I I - i 1 1 1 i 60: • - i • ---1 - — • 1 • • 1 .4.-4.:..__.... ; i 1 1 I .. ...-- I 1 i II :;511 1 60- • 1 .......- --1-4-- - ; 1 -Tri -- i ; .....1...1i -lea o:.- i' .....- ..,. -. -.i--. ...t. _I. 1 I ‘ 1 : ---1 - i -- 1 i _4...... . ;. . ...i_i__...-+.-4 i • - fi-170 20 f- i i .• ---! k .. . • • 1 ' t 1 • II -'; 40 s . r ; ! ______ 1 . 11--. i . : , i-- -.1,.i 0 • , ..„..,111 I. :.__ 1 i : 1.,..1 . „, 1. i i 001 .002 CQ .000 .0t9 .0.17 071 149 297 690 1..t9 20 2.;11 0.42 EXAMErita OF rmicut4PAILIDAMRS EC7-.LAY (POMO 10 SU 0401,141* --T 1144 I MEOW sampiedGRAVEL. SANOY, WITH COBBLES (GP) From 7P-3 AT 5 TO 6 FEET .108 MJ. GS- 1 791 1.76 9.62 L: ..oce 1-.141:0 0.1 38.1 192 i21 203 112 ewe._ SLISLCIAYS--% WIJOLARIT—% MASTICIIY14001 Gradation Test Results FIG. 3 # 8/ 12 Q07 9--14-01; 8:30AM;Great Real Estate 09/13/01 14:56 FAX 9709840493 STRYKER/BROWN ARCHITECTS JOS HO. 084791 ALL MOUNTAIN STC APPENDIX A SITE GRADING SPECIFICATIONS ;970 434 6024 9-14-01; 8:30AM;Great Real Estate 09/13/01 14:56 FAX 9709840493 ALL MOUNTAIN STC S1'lE GRADING SPECIFICATIONS PARCELS 1 AND RAICH AT ROARING FORK GARFIELD CODNIY, COLORADO ;970 434 6024 EET 1. pESCr IPTION This item shall consist of the excavation, transportation, placement and compaction of material from locations Indicated on the plans, or staked by the Engineer, as necessary to achieve preliminary street and averiot elevations. These specifications shall also apply to compaction of excess cut materials that may be placed outside of the site boundaries. 2. GENERAL„ The Solis Engineer *hall approve fill mads, method of placement, moisture contents and percent compaction, and shall give written approval of the completed fill. A representative of the Solis Engineer shall observe fill placement and check compaction and moisture during plat. 3. CLEARING ,JOQ SUE The Contractor shall remove all truss, brush and rubbish before excavation or fill placement Is begun. The Contractor shall dispose of the cleared material to provide the Omer with a clean, neat appearing Job site. Cleared material shall not be placed In areas to receive fill or where the material will support structures of any kind. 4, SCARIFYING AFlEA TO BILLED All topsoil and vegetable matter shall be removed from the ground surface upon which fill Is to be placed. The eurfaco shalt then be plowed or scarified until the surface is free from ruts, hummocks or other uneven features which would prevent uniform compaction by the equipment to be used. 5. CQMPACT1NG AREA TO BE PILLED After the foundation for the fill has been 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 leas than 95 percent of maximum density as determined in accordance with ASTM D 698. Landscaping areas should be compacted to not less than 90 percent of ASTM D 698. srewEn/5Rewe ARCHITECT* 400 NO. Gem A-1 15 # 10/ 12 Cj 09 9-14--01; 8:30AM;Great Rea! Estate 09/13/01 14:58 FAX 9709840493 ALL MOUNTAIN STC ;970 434 6024 # 11/ 12 6. J!ILJIATERRIALS 1111 soils shall be free from vegetable matter or other delaterioua substances. Cobblea and boulders are anticipated within the overburden soils,. Rocks greater than 6 inches in diameter should bo removed from overlot fill material to a reasonable degree. FM placed below buildings or roads should not contain any rocas larger than 4 inches In diameter to e reasonable degree FIN materials shall be obtained from out areas shown on the pians or staked In the field by the Engineer. On -alto materials classifying as CL., CH. SC, SM, SW, SP, GA, GC, and GM ars acceptable. Concrete, asphalt, organic matter and other deleterious materials or debris shall not be used as fill. 7, MQ#STURE CONTENT 1911 material classifying as CH, CL or SC (with more than 35% passing No. 200 sieve), non -expansive soils classifying as SM, SW, SP, GP, GC and GM (or SC with lass than 35 percent passing No. 200 sieve) shall bo moisture treated to within 2 percent of optimum moisture content as determined from Proctor compaction tests. Sufficient laboratory compaction teats shall bo made to determine the optimum moisture content for the various soils encountered In borrow areae. The Contractor may be required to add moisture to the excavation materials in the borrow area If, In the opinion of the Soils Engineer, It Is not possible to obtain unllbrm moisture contend 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 netts. The application of water to till material shall be made with any type of watering equipment approved by the Solis Engineer, which will give the desired results. Water jets from the spreader shall not be directed at the fill with such force 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 permit the desired compaction from being obtained, roiling and all work an 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. J10 1 1 C C C C C C 1 1 1 c 8, COMPAC1 SON OF FILL AREAS Selected fill material shall be placed and mixed in evenly spread C layers. After each fill layer has been placed, it shall be uniformly compacted to not leas then the specified percentage of maximum density. It is L eTRYxaILBROWH ARCHITECTS A-2 JOS NO. GS -1791 r4( It 9-14-01; 8:30AM;Great Real Estate 09/13;01 14:50 FAX 9709840493 ALL MOUNTAIN STC ;970 434 6024 preferable that fill below building areas be the native granular sons. The 1111 below building areas should be compacted to at least 100 percent of the maximum dry density determined In accordance with ASTM D 698. FM outelds of the building •area shall ba compacted to at least 95 percent of maximum density as doterrntned in accordance with ASTM 0 688. F1II placed in future landscape areas may be compacted to 00 percent maximum ASTM Q 698 dry density. Fill material shall ba placed such that the thickness of loons matorials doss not exceed 6 !mime and the compacted lift thlckneas dare not teamed 6 Inches. 9 EL,N211217,MaliNA St OPE"S Where natured slopes ars steeper than 20 percent in grads and the placement of fill is required, cut benches shell be provided to place fill upon. Benches shall be 8 to 12 feet In width to allow for compaction equipment. Larger bench widths may be 'required by the Engineer. Fill shall be placed on completed benches as outlined within this specification. 10. COP EAC7lON OF SLOPJS . Fill elopes shall tis compacted by means of shoepsfoot rollers or other suitable equipment. Compacdon•operattofe shall be Continued until slopes are stable, but not too dense for planting, and there la rio appreciable amount of loose soil on the slopes. Compaction of slopes may bo done progressively In tncromonts a1 three to five feet (3' to 67 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. L! SPE4TION AND TES11Ng QF FILL Inspection end testing by the Solis Engineer shall be an a daily basis during the placement of fill and compaction operations so that he can declare the fill was placed In general oonformance with apeciflcotions. 12. SEASONAL LIMJT No fill material shall bo placed, spread or rolled while It la frozen, thawing, or during unfavorable weather conditions. When work le interrupted by heavy precipitation, fill operations shalt not be resumed until the Sona Engineer indicates thattho moisture content and density or previously placed materials are as specified. STRYKENBROWPI*RC1IT GTS JOB NO. G -17at 7 # 12/ 12 all ex 16 Oct. 17 01 04:07p GREFIT NEW HOMES OCT -17-2001 14:26 FROM L4ESTRR INC ir tiVOT:egoT cram- srxocrvwte - Narzeb l;$ ,eyvWJR swarArzERs PROJECT: Carbondale Lot 39 TO: TO CORRESPONDENCE 17 October 2001 Great New Homes 3032 1-70 Business Loop Grand Junction, Colorado 81504 Attn: Mr. Keith Davis SUBJECT: Footing Size Dear Keith_ 434 4815 p.2 19704344616 P.01/01 448 Witt Avenue Rifle; Colorado 81650 970-625-2774 Phone 970-625-0651 FAX wesiar(lrol'.:la E -Mail SHIPPED OCT 1 7 2001 As I understand the footing size for this structure has been changed from 18" wide to 24"-30" wide. This is acceptable provided the reiuforcemeut spacing and lengths are proportioned for the increased sizes. Footings over 30" wide may need increased thickness and reinforcement. Regards. Stephen A_ Kesler, F.E. President xc: File Attachment: None Ole/ 16 47,,i711 af right; MI MAO' Page 1 of 1 TOTAL P.01 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 Issuedi° 1:3Zoned Area AGREEMEN A . - In consideration of the issuance of this permit, the applt. laws and regulations related to the zoni-. ig, location; cons, structure for which this permit is grantyd, and further are not fully complied with in the zoning, locat n, described structure, the permit may then be reg Inspector and IMMEDIATELY BECOME NULL Usi IN entkAA Addres .+ Legal Des 'ption At' ,` ttc b 4cti :11 al x -� D. alt e • aaa: ?t5S 1,es to comply with all ,tior of the proposed we said regulations Faction of the above oe County Building Setbacks Front Side ode This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. Rear INSPECTION RECORD Footing Foundation /t—soap / Underground Plumbing Insulation ,..,6 _ 2 hPlumbing f/7 9�- " Drywall 3_/g-Oti . , Chimney & Vent -Ij-c2 A..N- Electric Final (by State Inspector) Gas Piping /;)//0,k oussf Final 0 / .O 3e 'Electric Rough (By State Inspector) L t Septic Final Framing , .1.27 -oz. i to include Roof in place and Windows id Dews installed). Notes:00i_ luxe—et. dv �v .Qiyt. 7 ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - ! WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Date By IF PLACED OUTSIDE COVER WITH CLEAR PLASTIC THE FOLLOWING PAGES ARE THE BEST COPY AVAILABLE AT TIME OF SCANNING