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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 No. 8156 . 4 t, c k (:)416-#- Job Address v M 08 coo e0 cC-j'") C-0/1 2 02DLI bo aki 2 , e 1 __ Nature of Work Building Permit Use of Building `k radvIci.i L[ On CS -C1.1.0 S pc c ...5 ,3040.c,Q rof Owner \Arot% (/9--(--41L0 Contractor 2ju d- 3QX 0 k 'c___„ Amount of Permit$ 03. a 'ete ; 4 I632•as- 1103,2-1 s1`703.2-1 Date Clerk 'Ls?.pvZ�--try I1/a.7/0 ! e' ) ALU -22-2001 03:23P FROM:BLDGPLANGARCO 9703843470 TO:9P1P970P4346024PPP27 P:10/11 GARFIELD COUNTY BUILDING PERMIT APPLICATION EPHONE: (970) 945-8212 7 ADDRESS: GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO PERMIT NO. h I g te-o-vu? INSPECTION LINE: 070)384-5003 PARCEL/SCHEDULE NO. AGREEMENT <MIS S ION I5 HEREBY GRANTED TO THE APPCANT AS OWNED, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS TAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY RFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDED, THE SIGNER.. FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY MPLIED WITH IN THE LOCATION, ERECTION. CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM F. COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. ISSUANCE OF A PERMIT BASED UPON PIANS, SFECLFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER. REQUIRING THE :..RECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS ANIS OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN LATION OF TADS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. E REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDO.. DU) THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY SPONSIBI ITIE5 OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE TIErvIS ANI) IMPLEMENTATION RING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO B CONSERVATIVE AND IN SUPPORT THE OWNERS INTEREST. G113>�- foroLoo3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. ONITIAL) LOT NO. '� BLOCK NO. 0 SUBDIVISION/EXE PTION - Cu & Jf• owNznbroul I o(I Q. es ADD ' .30.32- 1-7D 5 , L�Ji �21Sn„ill.Two WK. PR yLW1_,70/ 62 303 2 t =70 gus 1.099, 6J , cnspy > y3/��14_ LIGIA: ooarrikacron G2 Sex v icQS Astasrmammattazu 014_ Ort 04_. SQ, FT. OFsUD a y c2 OQ.Fr-Or LOT 17077! WO, Or PLOW I=ofD ]LIMP G S.1 ill fie-. ROW / asi C,_ —a— Nau COM "I }” & 16vOn ex -b.) 1 SiCce, tu)1C6,-a3 4 peva-es awes OF wostm " OADDRiSD.r .zaAzmN orwvh 07,2140VE. 0SIVOLE COMPORT_ o pousam ) 0 piLrigwAY PEWIT a0N&IEBEAAOEDISPOSAL 18MW) ORM PLAN ,y{¢,� �.�Y �/ VAU:P.4= °FwC1M S ( j[ 1 OAP j Ar7RdIkb VALIIAEQCf tj( )5" '')W f - !�� , ArILAYLUVLA 1 (al(a / SEPARATE ;WRADO. .115 PERMTT TTTHORIZEI) ORK IS 'ITER WORKIS HEREBY VOW THE : VERNING FL RUN UTHORICY DCAL JNS ' NOTICE ELECTRICAL PERKT 1S REQUIRED AND MUST BE ISSUED BY THE STATE OF BECOMES NUU. AND VOID IF 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 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 CANCEL THE PROVISIONS OF ANY OTHER STATE OR LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CCIJ '' _< I '/7 c ,1A /1 rr � i s t4 bete i f — S 51 FLAN CHECK FEE:PERNITrFEE: / 0 ( ri 4 ) 5 6 61- al TOTAL F-E•E; DATE PERMIT ISSUED: /(/(, L g ,00 - /9 ,41C_, OCC: GROUP: 3 J CONST: TYPE: IV// ZONING: SETBACKS; •�+p of OWDOt Contractor of intboidivd agent and Vndcrstood notice about. IfI I �_I,/ 1 & 7 I � MANU. HOME: ISDS NO. &FEE: � ui1diog Drys. A • • • ■ e . A , Bailin' i► . .. I/D.[e AGREEMENT <MIS S ION I5 HEREBY GRANTED TO THE APPCANT AS OWNED, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS TAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY RFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.201 CRS AS AMENDED, THE SIGNER.. FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY MPLIED WITH IN THE LOCATION, ERECTION. CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM F. COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. ISSUANCE OF A PERMIT BASED UPON PIANS, SFECLFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER. REQUIRING THE :..RECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS ANIS OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN LATION OF TADS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. E REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDO.. DU) THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY SPONSIBI ITIE5 OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE TIErvIS ANI) IMPLEMENTATION RING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO B CONSERVATIVE AND IN SUPPORT THE OWNERS INTEREST. G113>�- foroLoo3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. ONITIAL) AUG -22-2001 03:24P FROM:BLDGPLANGARCO 9703843470 t TO:9P1P970P4346024PPP27 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. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR 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 # k S (p Signature bpcont 6-1/k.4 N /4- //-7-°1 Date Pgvsd Ia's6 R P Lf A -Y Uwe. Anlic fticci, of 62 • G 4fUkCI, 1-(1L 6 I/ £f--o/CL f(k7T1-- e) Cov. porck 14 4" - 14 D pd. toCkb a 4 E _ • I If 1j'( --g7aS";1?g.tro 0 i 7. . F o o f 7 5 AUG -22-2001 03:21P FROM:BLDGPLANGGARCO 9703843470 ♦ M r T0:9P1P970P4346024PPP27 P:2/11 January 1, 1999 PIans 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 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 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 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and clearances required between wood and earth? Yes 2 AUG -22-2001 03:21P FROM:BLDGPLANGARCD 9703843470 • r 7O: 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 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 coven ts? 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 archite ral committee deny or reject your building plans? Yes No 20. Will this be the only residential structure on the parcel? Yes No If no -Explain: 21. Have twg(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 app ' tion of these changes? Yes No 4 AUG -22-2001 03:21P FROM:OLDGPLANGARCO 9703843470 « f TO: 9P1P970P4346024PPP27 P:4/11 6. Do the plans indicate the size and location of ventilation openings for the attic, roo!oist 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 loads and wind loads? Yes 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 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 d�contours? Yes Y 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 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 N o 15. Does the plan include a window schedule or other verification that windows provide natural light and entilation for all habitable rooms? Yes No 3 AUG -22-2001 03:22P FRDM:,BLDGPLANGARCO 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 y ur inspection one (1) day. Inspections are to be called in to 384-5003. Yes No 28. Are fou 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 Occup 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 proje complying with the Uniform Building Code? Yes No 30. Are you aware that prior to issuance ofa building permit you are required to show proof ofa 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 625-8601_ 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 (%—. 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 ofa building ermit? Your attention in this is appreciated. Yes No AUG -22--2001 03:22P FROM:SLDGPLANBARCO 9703843470 a r TO: 9P1P970P4346024PPP27 P:6/1.1 I hereby acknowledge that I have read, understand and answered these questions to the best of m ;, ility. signre date 43q -1 ig 14 (days); (evenings) Project Name: Cr Qom& t &qq`.J Q Pfoper!e Project Address: 0 f0 C g.ctle Phone: 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 notreviewed 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. by eq 8/00 6 0 0 N 0 0 0 64 p�. w MODEL: GLACIER ADDRESS: LOT J8 CITY, 5TATE: CARBONDALE, COLORADO GREAT NEW HOMES C 3032 I-70 BU5INE55 LOOP ri GRAND JCT. COLO. 81504 AUG -22-2001 03:23P FROM:BLDGPLANGARCO 9703843470 TQ:9P1P970P434E024PPP27 P:10/11 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 INSPECTION LINE: (970)384 5003 _ PERMIT NO. PARCEL/SCHEDULE NO. IOD ADDRESS: 0 I 0 , G{ �s2 Ca ct c: A. isove (&12-tokce �' 1 c• YID° I ty , , j,�.j LOT NO. `Q BLOCK NO. SUBDIVISION/F MI'CION r%/) ri Creek &+'hu `��' + 2 ° C�ra� Qr fi cs ADt 3o3z -?o 134. Leer, 4)' t, 2 y 't'i —m-if_I,10r4, 3 CONTRACTOR 6.rtiitA &'V i MS fi SAD S03Z F= % i?LL . Lm 0), La 2.rsb/ ":• gy 4/4.4. 1.2C N°: 4 alma pipeic MLA LRONO: 40 V AR(3QISLreal bio 5 SQ. Fr. °FSuu. tuo . 1 / & FT. OFLOT } Vd ( . /tiL+/iSJ o HT]QiT NO. OF FLOOR! 6 a36OFWILDING i t& tL QQSI .CTL 7 aEsamfiwpm, ' i1/4.4 to6N-_, c1L 7Q otrA-e Y !`, 8 n •e+�wOltY.: �ryw T...ALTERATION �LTERATION DMOVE (� OePN 9 'awna .A..OSISOLE ) CAILPOST: aNwaz ODOO8IE TO ODILIV5WAY PPRROT flax SUE SEWAGE DISPOSAL MEMO OSIEPLAN 1 �j W ADJUSTED VALOATION:i / len /1-7g VALUATION OF WORE: S 99, OW +',J T o ' o • ifi �EaAL CONDrttON& 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 NUT COMMENCED WITHIN ISO 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 DIES TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGUTAflN CONSTRUCTION OR THE PERFORMANCE OF CONSTRU', O;. /I ( 0,g'fiN iif '� DM ✓—ee 1 PLAN CHECK FEE: Jr. /` a ID7o • i G /� PERMIT i1Y "i to .52,2_3 - TCPTAL : f`,7 O� w A DATE PERMIT ISSUED: G.. OCC: CROUP: --p. CONST: TYPE: r !� ( iii���/ [. ( V ZONING: SETBACKS: _ S' e, afOventrY, Contractor or authorized agent having read and under toad notice abeve. 10 2it...._,...'L I 4// �4 ` r i MANU. HOME: ISDS NO. do FEE: Building a • A, • ate Planning Dept !t,. . Mate Ate' FERMIS SION IS HEREBY RANTED 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 CONS IDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNEAFURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WISH 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 VQID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHAH. NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BRING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY O DIER ORDINANCE OR REGULATION OF THIS TURISDICITON. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTTIUTE AN ACCEPTANCE OF ANY RESPONSIBEITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR DiESE ITEMS AND IMPLEMENTATION NTATION DURING CONSTRUCTION REST'S SPECIFICALLY WITH THE ARCIfl TELT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO = CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gadormo°301.L ` I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AraREEMENT ABOVE. (INIM °AL s�`� 01$1,4 AUG -22.2001 03:24P FRUM:BLDGPLANGARCO 9703843470 TO: 9P1P970P4346024PPP27 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 GarfeId 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.) 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, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # gnature bpcont Date Great New Homes RECEJVE SEP. i 4 2OOi DATE: --- 3032 1-70 Business Loop Grand Junction. CO 81504 (970)434.4616 FACSIMILE TRANSMISSION qlot TIME: : # OF PAGES: Z. NOTE: If you do not receive all of the pages, call the verifying nwnber below. To:. Atli -PIM Co Company: Fax#: ' 7O— 5iLl� 541 O Remarks: . From:. en' ng #: (970) 434-4616 teic aft 4Iu prts -PT,r &Lress-Ls 02oF cear.k) �! 5j Eanqa Gwit- 1 . ; April 28. 1008 Strykar!Drawn Architects 300 South Spring Street State #300 Aspen, Co 81811 Attention: Mr. David Brown, AIA, Principle Subject: Preliminary G�i Investigative.: Ranch at Roaring !mak Garfield County, gado , Job No. GS1791 . ir�rad+rotlaee This report presents the results of our Preliminary Geotechnical Investigation of Parcels 1 & 28 at the Ranch at Roaring Fork In Garfield County, Colorado. The purpose of our investigation was io evaluate the altos suitability for residential development from -a geotechnleal peropective. We have developed preliminary opinions of the appropriate foundation *yeti= for soil conditions found at the site. The repot discusses subsurface conditions and presents our recommendations for site development. The criteria presented In this report were developed considering conditions disclosed by widely spaced test pita, results of laboratory tests and our exporionce. Recommendations viers developed basad upon aur understanding of the planned construction and alto development. Revisions in the scope of the project could influence our recommendations. Site apecffic, designaevei geotechnical investigations aro recommended to provide specific foundation design criteria for individual residences. Sjte Condittone The Ranch at Roaring Fork is located south of Highway 82 betweenthe- highway and the Roaring Fork River, approximately 2.5 miles east of Carbondale. The majority of the development has been built 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 aro throughout the development. The majority of this project is on alluvial terrace which has resulted In s ground surface that is comparatively flat. Parcel 1 and 28 are bordered by the Highway 82 frontage road, Colorado CML/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE' W GLENWOOD SPRINGS, COLORADO eisoi-a (97O) 945-2609 09/13/01 14:56 FAX 9709840493 • t, . ALL MOUNTAIN STC Department of Transportation (CDOT) Right of Way and Stagecoach Lana to the north, Stagecoach Drive to the west, and a comparatively steep slope to a lower bench which terminates at the Roaring Fork River to the south. Parcel 1 (aka Jenkins Parcel) Is approximately 2.8 acres. Lot 213 is approximately 3.1 sores. Parcel 2A (not part of Ude report) is landlocked by parcel 2B. The ground surface at the subject properties is relatively flat with a slight -slope ( leas than 5 percent) toward the steeper slope dropping down to the Roaring Fork Ruler. The ground eurfaco is covered with native grasses and weeds. Two residential buildings and an existing barn ooUpy the alto. Proposed Development Development plans are preliminary at this writing. Parcel 1 may be developed for approximately 12 single family Iota Parcel 25 may be developed for approximately 12 to 18 single family lots. The lots will be accessed by paved roads and utility services will be provided. We anticipate earthwork will be Umlted to road and drive construction, installation of utilities and excavation for residence foundations. °varlet grading of the property Is not anticipated, Existing structures will be razed. We have assumed the residential buildings will bo one or two -,stories tall, wood frame buildings, with attached garages. We understand It le desirable to offer full basements as an option. Foundation loads we assumed for our arwlysla were between 1000 and 3000 pounds per llnaalf oot on continuous footings and maximum interior column loads of 10 kips, We should be informed of actual construction to judge If what is to be built is different than described above. acanba Subsurface conditions were investigated by excavating four (4) test pita at the approximate locations shown on Figure 1. Our field manager was present during excavation to log soils found In test pits and obtain samples. Logs of test pita are presented on Figura 2. in the test pit excavations we found one foot of aoft, 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 sells, above the gravels at our 1P.1 location. The gravola 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. Site Developmelyd in our opinion the site can bo developed for single family homes. Wo found no geotechnical conditions to preclude construction. The property will generally remain in its naturaf`etate. No overlot grading operations are planned. Earthwork will Involve road building and installation of utilities. Finished excavation slopes should not exceed 2:1 (horizontal to vertical). Wo should review grading plane when available to provide geotechnical iriput. STRYKENBACVNARCHMICT5 .tag Ka. GB -17111 2 IA 02 C C C r 1 r 1 09/13/01 14:56 FAX 9709840493 i x t, M t ALL MOUNTAIN STC Where roads are to be built and fill Is required to achieve subgrade elevation, all topsoil and vegetation should be stripped prior to 1111 placement. Topsoil depths of 8 to 10 inches can be used for estimating purposes. The subgrade In all illi areas below building*, roads Or other structures -should be moisture conditioned to within 2 percent -at optimum moisture content and compacted to at least 95 percent of maximum standard Proctor dry density (ASTM 0 898). Subsequent flit should be placed In loose lifts not exceeding 8 Inches in thickness, moisture conditioned to within 2 pint of optimum moisture content and compacted to at West 95 percent of maximum standard Proctor dry density.. The piaacemerd and compaction of fill should be observed and tested by a representative of our firm during construction. The-parlormaance of roads is influenced by utility trench backfill conditions. We recommend all utility trench bacidlll be placed In thin loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at last 95 percent of rnradmum standard Proctor dry density (ASTM 0 698). • We believe the gravels are 'Typo C as described in the October, 1989 Occupation Safety and Health Administration (OSHA) Standards published by the Department of Laborgoverning excavations...Tha publication indicates a mwtlmum temporary mope of 1.5:1 (horizontal to vertical) for Typo C soils above the water table. WO should view the -excavation to confirm that sobs are as anticipated. daisand At foundation depths we anticipate dense to very dense, sandy to clayey gravels with cobbles and boulders. Time gravelereed by.on excellent the natural oilonwhich cabo bear foundations. We anticipate footings suPe gravels designed with allowable bearing pressures In 11* 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 peak snowmelt. 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 investigations. 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 should perform satlafactoriiy; -A leveling courae of clean sand or washed fins gravel will .be needed to achieve a fiat surface on which to pour concrete slabs and to break the possible raise of water via capillary action. - The gravels are on excellent subgrade soli and soli to build road embankment filia with. The gravels used se 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 5 Inches of aggregs:.:e base. . 5TRYXERAMIOWN ARCHITECT° Jas NO. 0114791 giO3 r • Surface ego - The performance of roads, foundations and concrete fistwork is Influenced by moisture conditions k the subsoils. Surface drainage is Important at this site. During development of vette plans we recommend providing drainage around and away from buildings ,_roads and other structures. Mora detailed surface drainage recommendations will be provided in the design level, site specific investigations. i"lre`ns design criteria resented In this report were 'The dlscuaslon and preliminary g P developed based upon widely spaced test pits and are intended for preliminary planning purposes only. Variations In subsoil condition not indicated by our teat holes should be expected. Addltlonai Investigations will need to be performed to develop design and construsdlon criteria for building foundations on a site specific basis. The placement and compaction of road embankment fill and utility trench our fiili should Weshould review grading plans to d and tested during rovide geotechconstruction nical representative they our limn. are available. If we can be of further service in discussing the =dards of this report or In the analysis of the proposed site development from a geotechnical view point, please call. We appreciate the opportunity to work with you on this project. Pleas. call If you have questions. ;3) mar �alr:wJdi ,� C."4 aeiub ?:tN nch Manag JMdp Very truly yours, (6 capital Gent) $rgyKRBAoWN ABCHf1E JOE HQ. d6.17:a': P. I, i 1 1 1 1 09/13/01. 14:56 FAX 9709840493 0 1, 1 1 1 1 1 .0 . _ W 21 4 e8 cg 545 Ut9w azzP i ALL MOUNTAIN STC 2 Esi Cj 05 e Depth Ta Peet ~ voa SLA{ARY LOGS OF TEST PITS Job No., CS- L70[ O9/1/O1 14;56 FAX 9709840493 * 111111•116 mommon101 AN %ME 16,64314435 It1 001614_ WIRY. 4I1. 4 1A44 • 1 • ALL MOUNTAIN STC 301- • 0 - .1 • • .001 .002 006 OS. swoop RAS 703 *in) •10•34 90`.1 • : . • 1 ;• • 1 ; • !. , I i i .. t ' ' 't • 7 • i i 4 1 I • ! I , : 1 i ; . _ • .., --.. -.- -I-- -- i-- -4 -1--1.46 i • IT T. •I_. 11 -7 1 I . • • 1 • • ,..... -01p It 4 1 1114- ..-:.......,._" -TJ2 • ' -L-L-1 _.4...11. L I t.k. . .X ..1..,-1.2...a.1.1.,....:Kil .03•0 .010 •031 .014 .1449 .2.7 .690 4 0 2.02311 126 9.62 19.1 MA 140 121 6:42 11.42 LW Duvall* • ouroCati •1 caAp44101* �N05 301' 3M ft%• 3 •b Sm. • •za : MAY (PLASTIC; /0 SLY 41,444414.4,211M MEOW COARSE sampled GRAvet.... 51 LV( CLAYEY WITH coBBLEsta.kwAva_ELA sAND_IT From 1P -I Al 4 113 6 FEET._ , SLY & CLAY 29 .% MUD Lrillt snarerma itreitABER ANALYSIS obtarOiS it trii. Orst. so tom_ iv km. . r i ft .11;c. !411 mar •• . - 1 • - O. 9. • • 9C11. 4... t a • 041............t..... -1-. 1 • t •-• l• ••••••••••••••••••••• t • • 704 • 4... 61••••••• •• • ..- 0 1 --1— • f I ______ -I •- 1--710E•.!t_. 2_... ,__ -• s"IC•3 ,......_........... 4-40 L . 11-1 ••-•-4.....--,•-••••••-- ••••••••••••••••• •r -i•-.• • --...• ••-••• • •!-- • - • Trl 20 ..1• -..../ t 1 ! ...1... 1.1; • / ' L. ! _. / I jay .. .' +t --I41/ It i 1 1 I ' I I : . • . ; 17. +I Jr. 4_._4i....._ .. .. _4....._i Li I V. 1 i , . .._ ....... . _____r_ri. • i . --1113 ' 1 I .I I 1 1 1 ; .... -. I— --.L.--1• I I 11 • t•••• •F- -r---;•-• -1 i • . ____±......1---1 1 00: • I1 ••••• •••• . . dui. 1.• • —--- 34r.-- — • -- -; 1---1 1 20 r . 1. ......! . t I to , I1. 1- - ' a 001 .0O2 : 13111 001 -009 .04▪ 9 037 1 419 r I .sat I :1 1. • 1 .297 .690 119 2.92.39 0.42 1:J at PAM= 94 110,40t 4.16 992 i Ti LiIJ-I sc.( 36.4 ,62 10 206 sompie 01 GRAVEL SANDY WI Th COBBLES ( ROM W-3 AT5_TO 6 FC JOB 143. GS -1791 Gri,Ava_n__s 'AND CIAY-L—% MUD Loa —ix, HAMM INDEX Gradation Test Results FIG - 07 09/13/01 14:56 FAX 9709S40493 • C STRYKEWBROWP4 AROWITE.C115 JOY r+a. 45-1791 ALL MOUNTAIN STC APP© DDC A SITE GRADING SPECIFICATIONS t '] 09/13/01 14 56 FAX 9709840493 • ALL MOUNTAIN STC SITE GRADING I��G SPIICAT1ONS ---"PARCIFIS-1 -AND 213 -__ - RANCH AT ROARING FORK GARFIELD COUNTY, COLORADO 1. pEsCF[1P110t This item shall consist of the excavation, transportation, placement end compaction of material from locations Indicated on the plans, or staked by the Engineer, as necessary to achieve preliminary street and overlot elevations. 'mese specifications shall also apply to compaction of excess cut materials that may be placed outside of the site boundaries. 2. GENERA!, The Soils Engineer shall approve fi!l materials, method of placement, moisture contents and .percent compaction and ahaU give written approval of the completed fill. A representative of the Solis Engineer shall observe fill placement and check compaction and moisture during placement. - 3. CLEARING JO SIP The Contractor shall remove all trees, brush and rubbish before excavation or till placement Is begun. The Contractor shall dispose of the cleared material to provide the Owner with a clean, neat appearing lob site. Cleared material shall not be placed In areas to receive fill or where the material will support structures of any kind. 4. SCARIFYINGB E All topsoil and vegetable matter shall be removed from the ground surface upon which fill is to be placed, The eurface shall than be plowed or 'scarified until the surface 1s free from ruts, hummocks or other uneven features, which would prevent uniform compaction by the equipment to be used. S. COMPACTING AREA TO BE FILLED After the foundation for the fill has been cleared and scarified, It shad be disked or bladed untll it is free from large clods, brought to the proper moisture content (see item 7) and compacted to not less than 95 percent of maximum density as determined in accordance with ASTM D 698. Landscaping areas should be compacted to not less than 9a percent of ASTM D 698. s1- y)(ER/aRDwH ARCNITECT3 JOS NO. as•1711 A-1 [2j 0 9 4 I 09/13/01 14:56 FAX 9709840493 • ALL MOUNTAIN STC a. Fill soils shall be free from vegetable matter or other deleterious substances. Cobbles and boulders aro anticipated within the overburden soils. Rocks greater than B inches in diameter should be removed from °vorlot fill material to a reasonable degree. Fill placed below buildings or roads should not contain any rocks larger than 4 inch** in diameter to a reasonable degree. Fill materials shall be obtained from cut areas shown on the plans or staked in the field by the Engineer. • On-site materials classifying as CL CH, SC, SM, SW, SP, GP, GC, and GM are acceptable,. Concrete, asphalt, organic matter and other deleterious materials or debris shall not be used as fig. 7. MOlsTUAE CONTENT Fill material classifying as CH, CL or SC (with more than 35% pessing No. 200 sieve), non.nxpannslve soils classifying as SM, SW, SP, GP, GC and (3M (or SC with Toss 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 teats shell bo made to deterrnins the optimum moisture content for the various soils encountered In borrow areas. The 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 fill 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 on that section of the fill shall be delayed until the material has been allowed to dry to the required moisture content. To Contractor will be permitted to rework wet material In an approved manner to hasten its drying. 8. COMPACTION OF FILL AREAS Selected fill material shall be placed and mixed to evenly spread layers. After each flit layer has been placed, It shall be uniformly compacted to not lose than the epecifled percentage of maximum density. It Is TRRQWW ARCHITECTS JOB tJ0. CS -1791 A-2 C C C C 1 1 09/13/01. 14:56 FAX 9709840493 ALL MOUNTAIN STC preferable that fill below building areas be the native granular soils. The f111 below building areas should be compacted to at least log percent of the maximum dry density determined In accordance with ASTM D 898. FIll outside of the building •teras shall be compacted to it least 95 percent of maximum density as determined in accordance whh ASTM C 098. P111 placed In future landscape areas may be compacted to 90 percent ms3dmum ASTM D 698 dry density. Fill material shall be placed such that the thickness of loose materials does not exceed 8 inches and the compacted lilt thickness does not exceed d inches. 9. — -p6A:EMhNT OP fit -.F ON -NATURAL -SI OFES Where natal slopes and steeper than 20 percent In grade and the ptacmnant of fill Is required, cut benches shall bo provided to place f111 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 ca'npteted bench** ds-dutllded within -this -specification, -- 10. CO11 P‘C1ON OF SLOPES Fill slopes shall be compacted by means of sheepsfaot rollers or other suitable equipment. Compactlomaperatlons 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. Compaction of slopes may be done progressively In increments of three to five feet (3' to S') In height or after the fill Is brought to its total height. Permanent fill elopes shall riot exceed 2:1 (horizontal to vertical) without approval of the Soils Engineer. 11. )r1SPECTION AND TESTINQ OF F1LL Inspection and testing by the soils Engineer shall be ons daily basis during the placement of fill and compaction oparatlons so that he can declare the f111 was placed in general conformance with specs lcatiana. 12. SEASONAL LIMIT No fill material shallbe placed, spread or rolled while it Is frozen. thawing, or during unfavorable weather conditions. When work le interrupted by heavy precipitation, fill operations abaft not be resumed until the Soils Engineer indicates thatthe moisture content and density or previously placed materials are as specified. $TRY C!RJW OWN ARCHITECT8 .OR NO. as -vet ex 16 Re 1 s lued2 eo.� : �i XI 641RoRft„ INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24x NOTICE INSPECTIONS HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING. PERMIT GARFIELD COUNTY, COLORADO Date Issued Zoned Area Permit No 43 1.542 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. use5(c rt Vtaok tptotitY oickes rick , Sortotfen Address or Legal Descriptions b to Owne artystik Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 11_,2V-6./ "Vs. L,7,C Foundation M -1 -o f A _S. C Underground Plumbing AlotInsulation ' V 1 j o ,N1,t c Rough Plumbing/..a? ��a4-�/ior Drywall ffbyv Ly E Chimney & Vent 1-6:07,..- kw, Electric Final (by State Inspector 5717/& ini Gas Piping tub/oar j rvt 6,ftCe Final 7 40 _ p.. Electric Rough (By State Inspector) ✓ Septic Final 1t) //4 Framing !1X5)bA DK ra-�/b (To include Roof in place and Windows /T -S and Doors installed). Notes: • 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. DO NOT DESTROY THIS CARD APPROVED IF PLACED OUTSIDE - IWITHO\� CLEAR PLASTIC THE FOLLOWING PAGES ARE THE BEST COPY AVAILABLE AT TIME OF SCANNING