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Home My WebLink AboutApplication- Permit-Z T Sob Address No. 8157 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 9454212 15 'kc j-.cr Q _ C c -r LD(5-,% 1 . 8/ I,2 3 Nature of Work Building Permit Use of Building (5ti r\3‘.12. QA P).-tR %J) 1:4N G:1e.4J Owner C ikl Contractor c o_c Amount of Permit$ A'9 ci , 21 Date j Q 1 1 cN 1 c,,rk Cha •QLe— 133`2 . a S P. a,„( • 442. - Clerk AUG -22-2001 03:23P FROM:BLOGGPLANGARCO 9703843470 T0:9P1P970P4346024PPP27 P:10.11 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 INSPECTION LINE: (970284-5003 PERMIT NO. PARCEL/SCHEDULE NO. JOB ADDRESS: 01 5 ( 1\4 ✓"I. tt 1 2 3 4 5 6 7 8 9 10 —J LOT NO. its BLOCK 140. (Lor bo "d a [E Cie�7gft?- ��` SUBDIVISION/EXEMPTION anth Cr . IVisid . —G ,*e b CtlN,EACTDA re . Ser U i CSIs ARCHITE(.TIENCINffit i 1 to, ADDaa3o32 1-705. Loop, Ca.), Co215,1q 3032. -4134frito se wLPa T I AtWIe k-70 Stz. Le4p., 43, C6Vsel Ag./-5/eta, eR AjiA UC NO:, UC NO: lo tec HECHT TTT NO., OF PIDOPS IN. Fr. OPB, >NG 3-7 3 `73L 1- in�O le. FG4 ly Resi.det cam, 6A, c -`e /�-- tt ///��J'jj'{ ��fy� kali J� � Df&C5UB5 WOe1C_ l ] A j f) L"� �V U VA - D'Sg oS: 803JX IG cuss OF wORfC OAPAGE D DRIVEWAY PEloor �.FT. ORtar 0ADamot+ wWT9,AT10N OWNS 0A>D4OV6 oszNOILE }rZOU6LE CABEOAT: osINGLE oDOU61E oOW SITE SEWAGE DISPOSAL(SFPTTq DIRE RAN VALUATION OF WORE: $ SPECIAL COrIDRION3: 154 j UL / 3J AMSTED VALUATIO[f:i _ q9 NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NUU.. AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, OR W CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS "TYPE OF WORK WILL BE COMPLIED WITH WHETTER SPECIFIED (HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NCrF PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONS 3 .UCTION OR THE PERFORMANCE OF CONS t_ CTION. G 1.1-- Data�r2Z—al S" orizad agent twin' Toad aad understood notice above. 1ai3/0/ AppruvaUDitc PLAN CHECK FEE: Cj PERMIT FEE: 1332.ZS TOTAL FEE: 4 DATE PERMIT ISSUED: 2r 42,2( OCC: GROUP: CONST: TYPE: _' U V ZONING SETBACKS: MANU. HOME: LSDS NO. & FEE: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTFu BY GARFIELD 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 COMPLIED WITH NTIE 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 DI SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN 1N VIOLATION OF THIS CODE OR ANY OT}ER ORDINANCE OR REGULATION OFTHIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCbYIANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS. 03 2SSIONS OR DISCREPANCIES. THE RESPONSE:1=Y FOR THESE ITE MIS 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. Chrfo� 1 + I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL) t AUG -22-2001 03:24P FROM:BLO PLANGARCO 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 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 CONDTI'IONS ARE MET. I understand and agree to abide by the above conditions for occupanc , use and the issuance of a Certificate of Occupancy for the dwelling under building permit #6151 6-101/ Signature Date bpcont Z13 @IA F-__119,113.7_ 993 @ 9 ta5e Ice 11 731, 1 _ _ o_oe 12.7JLLQ - LTAW 1 9UG-22-2L01 03:21P FROM:BLDGPLANGARCO 9703843470 January 1, 1999 TO: 9P1P970P4346024PPP27 P:2'11 Plans to be included for a Building Permit, must be on drafting paper at least I8"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 40f 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 ' es, other buildings, setback easements and utility easements? Yes 2. Does t 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 o water courses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the propity? Yes 12-" 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 a the clearances required between wood and earth? Yes 2 puG-22-2p01 03:21P FROM:BLDGPLANGARCO 9703843470 Tc:9P1P970P4345024PPP27 P:4/11 1 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's an soffits? Yes 7. Do the plans include design loads as required by Cranfield 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 ind loads? Yes !) 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construct - i1? Yes 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, ro Yes rafters or joists or trusses? 10. Does the building section drawing or other detail include the method ofpositive connection of all columjp and beams? Yes I�L 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 existin g ade contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make any model and Colorado Phase I1 certifications or phase H EPA certification? Yes ('P" 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 andentilation for all habitable rooms? Yes No 3 AUG -22-20O1 63:21P FROM:BLDGPLANGARCO 9763843476 TO: 9P1P976P4346624PPP27 P:3/11 r , 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 s fety glazing for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated n 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 l committee deny or reject your building plans? Yes No 20. Will this be the only residential structure on the parcel? Yes <A^' �- No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes �1- 22. Do you understand that the minimum size a home can be on a tot is a 20ft. x 20ft.? Yes No 23. Have you designed or had this plan designed while considering building and other construe 'on 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 RUG --22-2001 03:22P RROM: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 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 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 a plicable 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 pe t? Your attention in this is appreciated. Yes No 5 AUG -22-2Q01 03:22P FROM:RLDGPLANCARCO 9703843470 T0: 9P1P970P4346024PPP27 P:6/11 sign 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. i� date zz Phone:(' id) '%3 '1 -4/414 (days); (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 8/00 6 08/21/01 12:59 FAX 9709840493 ALL MOUNTAIN STC ALL MOUNTAIN STRUCTURES, INC. PO Box 316 303 West Main, Suite 202 New Castle, CO 81647 (970) 984-0492 Phone/ (970) 984-0493 Fax FAX COVER SHEET SEND TO Great Homes FROM James Nichols ATTENTION BILL BELL RESPOND BY DATE OFFICE LOCATION OFFICE LOCATION New Castle FAX 1 PHONE FAX (970)984-0493 1 PHONE (970)984.0492 Urgent ° Reply ASAP ❑ Please Comment ❑ Please Review ° FYI Total Pages, including Cover Sheet 8111, 5 Following are Platt drawings of Carbondale lots with aprx. utility locations. S=Sewer W=Water 1 = irrigation Water E.T.C. = Efec, Telephone, Cable hope this is helpful. S m Ni hol 20 -Aug -01 [FAXED ON BY AT 1 Fax # 461 14)01 / / •V i 0) -1r 06055'30'V 134,80' 25' ACCESS, UTILITY, DRAINAGE- PEDESTRIAN, AND JR ICA Tim A� f A I,r-. f / / / / / / / / .,•• i. / / \ C' h • Cr' • + c 1 , 92.0' / / / / m / // -4 / / - i� 4 .J uL-LJ-e.UVI YJo • JO M11141,11 HI r r Dab_ received Foe paid Fee on account APPLICATION FOR NEW/REMODEL EXTERIOR CONSTRUCTION RANCH AT ROARING FORK H.O. ASSN Owner L.� r `Y:� cam, �.� c�- Phot � 1430 Contractor or Bu Ider (Address or location 2-0÷- 02 Purpose of -which building is to be used t- , Closest distance of building from property line at ki c_ Front 1 V (fi•ikts Left side { 0 3 Rear J)1r7 Right side 541 Distant: from nearest water Distinct from nearest building S Number of stories '2 Size of tap ( Water) Number of rooms i 3 Size of sewer tap'' 12C1.'"(4 7 -13.•'-•A„-- Type of foundation t to Width of building 3i 0 _ Length of building l 0ll Exterior finish I r C 4-4 1-6 �eigbt of building r 6 • Type of roost -c h �� u . Floor space in Sq. Ft 31 3 Estimated coag tii"t" .._sem mss? Date construction will start ist.J(--..r'� i 7 .T_Date of complcrion i~ 4'4- S 7 Plans submitted DATE 1-' - - c t Neighbor review/approval on plans must be received prior to':committee approval Permit charge S 25.00 - 200.00 I agree flint any deviation from the approved plans will be reviewed by the Architectural Committee. Upou completion -of pro Air he office will he contacted to set up a meeting for final review. " o ?Mutt The Ranch at Roarid$F k Architectural C mmittee be .by grants the above permit per terms therein stated. This '/ " ay of>4(. i` '��'✓ l r APPIoVAL (3 members) FINAL COMPLETION REVIEW TOTAL P.02 h 4 PERMIT FEE S RANCH AT ROARING FORK H.O. ASSN PAINTING APPLICATION Ownerw Adress 3737, : t�zLp Phor 9�� L 3L{~ Z -02%C Contractor (If Applicable) ~iu. Daae Rete v d Fee Psis Fee on .-1erount Primary Color Trim Color �✓�i �., LA, i2{ / / 1 Other Details ire/ ?ar 2- 6,./vg-der ! J a.,., .917,2L 1) - 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 1 understand that final approval may be subject to an inspection. Signature J 7 7 - Date Date The Ranch at Roaring Fork Architectural Committee hereby grants the above permit per terms therein stated. This i 5 (-4-. day of APPROVAL (3 or more) Final Completion Review Jb 06-15C1- . . t , RECEIVED S. I 4 al • Great New Homes FACSIMILE TRANSMISSION 3032 1-70 Business Loop Grand Junction. CO 81504 (970)434-4616 DATE: (1/01 TIME: : 30 # PAGES: /Z. ifichtlee, NOTE: If you do not receive ail of the pages, call the verifying number below. To: Oka/Plea Co Company: Fax #: /70— 53416zt 9-1-7o Remarks: From: Ven #: (970) 434-4616 afei4i,S,oth repfts 60(6W 026T S4eil Coaci Cis/ EarfAd be.LAt, Via Yasy., CDdLF 0003 Skar Ltax wi 14 t.lou howt, aieut Viusih'cvLA . -fq April 26.1996 Stryker/drown ,Architects 300 South Spring Stmt Suite #300 Aspen, CO 1111611 Attentlarc Mr. David Brown, AIA, Principle • Subject: Preliminary Gaotachnicai ifivestigatiaa0 Parcels 1 & 28 Ranch at Roaring Fork . Garfield County, Comedo Job No. GS -1781 introduction This report presents the results of aur Preliminary Geotechnical Investigation of Parcels 1 & 20 at the Ranch at Roaring Fork In Garfield County, Colorado. Tho purpose of our Investigation was to evaluate the sites suitability for residential development from -.a gaotechnlcal peropectivo. We have developed preliminary opinion of the appropriate foundation system for soli conditions found at the site. Tho report discusses subsurface conditions and presents our recommendations for alta development. The criteria presented in this report wore developed considering conditions disclosed by widely spaced test pits, results of laboratory teats and our experience. Recommendations ware developed based upon our understanding of the planned construction and alto development. Revisions in the scope of the' project could influence our recommendations. Site apoc ltIc. daaign-level gootoehnlcai 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 Roaring Fork River, approxlmatoly 2.6 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 are throughout the development. The majority of the project le on alluvial terrace which has resulted In a ground surface that is comparatively fiat. Parcel 1 and 2S are bordered by the Highway 82 frontage road, Colorado CTL/ 1 HOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE- R GLENWOOD $PRENGS. COLORADO 81607 - (WO) 046.2809 • ifr OB/1,3/01 14:56 FAX 9709840433 ALL MOUNTAIN STC c;r Department of Transportation (COOT) Right of Way and Stagecoach lane to the north, Stagecoach Drive to the west, and a comparatively stoop slope to a lower bench which tornainatea at the Roaring Fork River to the south. Parcel 1 (aka Jenkins Parcel) Is approximately 2.0 acres. Lot 28 is approximately 3.1 acres. Parcel 2A (not part of Ulla report) is landlocked by parcel 28. The ground surface at the subject properties Is relatively flat with a slight -slope (lees than 5 percent) toward the steeper slope dropping down to the Roaring Fork River. The ground eurfaco is covered with native grasses and mode. Two residential buildings and an existing barn occupy the site. PifirdZose4 P"ol t_._ Development plans are preliminary at this writing. Parcell may be developed for approximately 12 single family lots. Parcel 28 may be developed for approximately 12 to 16 single family lots. The iota will be accessed by paved roads and utility aarvicea will be provided. We anticipate earthwork will be limited to road and drive construction, Installation of utilities and excavation for residence foundations. Dverlot grading of the property is not anticipated. Existing structures will be ramal. We have assumed the residential buildings will be one or two -stories tali, wood frame buildings. with attached garages. We understand it le desirable to offer full basements as an option. Foundation loads we assumed for our anaiysla were between 1000 and 3000 pounds per lineal -foot on continuous footings and maximum interior column loads of 10 idps. We should be Informed of actuai construction to judge K what is to be built Is different than described 'above. Aubeudace Conte Subsurface conditions were Investigated by excavating four (4) test pits at the approximate locations shown on Figure 1. Our field manager was present during excavation to log wile found in teat pits and obtain samples. Logs of test pita are presented on Figure 2. In the test pit excavations 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 midst, sandy clay was found below the organic soils, above the gravels at our IP.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. Site Development in our opinion the vita can be developed for single family horses. We found no geotechnical conditions to preclude construction. The property will generally remain in its natural atato. No ovoriot 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 plena when available to provide geotechnical input. stmmNaWH ARCHMICra JOA lie. C$ -17#i 2 IA02 C t r r I 49/14/01 14:56 FAX 9709840493 ALL MOUNTAIN STC Where roads are to be built and fill is required to achieve aubgrado elevation, all topsoil and vegetation should be stripped prior to fill placement. Topsoil depths of l3 to 10 inches can be used for estimating purposes. The .ubgrada in all fill areas below buildings, roads or other structures -should bo moisture conditioned to within 2 percent of optimum moisture content and competed to at least 95 percent of maximum standard Proctor dry clonally (ASTM 0 898). Subsequent fill should be placed In loose lifts not exceeding 8 inches in thickness, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum staldard Proctor dry density.. The placement and compaction of fill should be observed and tested by a representative of our firm during construction. The performance of roads is influenced by utility trench backfill conditions. We recommend all utility french backfill be placed In thin loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum standard Proctor dry density (ASTM D 898). We believe the gravels are 'Type C as described in tate October, 1989 Occupation Safety and Health Administration (OSIaA) Standards published by the Department of Labor governing excavations. The publication Indicates a maximum temporary slope of 1.5:1 (horizontal to vertical) for Vs C sons above the water _table. We ahauld view the excavation to confirm that soilsareas anticipated. Fouadatlortand Pavement pots At foundation depths we anticipate dense to very dense, sandy to clayey gravels with cobbles and boulders. The gravels are.on excellent soli 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 psi, depending upon the siting of the Individual building. Full depth basement floor elevations would likely bo below groundwater elevations that occur shortly after peak snowmait. At this writing, we recommend that full basements not be built. Final determination of basement feasibility can be made as part of site apocifla design level investigadans. Precautions such as drains below the floors connected to e 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 whore the water collected could be pumped or to a daylight paint. Additional measures to prevent water (both vapor and liquid) seepage into basements may also be needed. Slab -on grade floors pieced on the natural gravels should perform satisfactorily. A leveling course of clean sand or washed lime .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 soli to build road embankment fills with. The gravels used as fill should have a maximum particle diameter of approximately 4 inches. We anticipate recommended pavement sections of approximately 5 Inches of full depth asphalt or 3 Inches of asphalt above 8 inches of aggregr.•e baser. s1TmclNDROWN ARCH TEC,° JOB NO. 0107ei CD3 S cs €Mace The performance of roads, foundations and concrete flatwork 1s Influenced by moisture conditions In the Ambaalls- Surface 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, alts specific Investigations. UmNEMBEE design criteria resented In this report were The discussion and preliminary #� developed based upon widely spaced test pits and aro intended for preliminary planning purposes only. Variations in subsoil conditions not Indicated by our test holes should be expected. Additional investigations will need to be performed to develop design and construction criteria for building foundations on a site specific bogie. The placement and compaction of road embankment fill and utility trench _backfin should be observed and tested during construction by a representative of our firm. We should review grading plans to provide geotechnical Input when they are available. If we can tbe he proposed further service in discussingfrom t1� conteng#sof t�la view point, ort or In the analysis please call. We appreciate the opportunity to work with you ori this project. please call if you have queatlone. giTirmaThitiRowN AHCN(TEera JOB $Q. 4311 -inn 1 1 1 1 1 1 09/13/01. 14:56 FAX 9709840493 a bia La yr s z ma�yy' viz ca CV prU' _ ALL MOUNTAIN STC 1 1 .e W105 in 0 B --IS— —FL— Depth 1 Feel e. M.Z.V.METZX ig i .at�i rt Ca. ;a 1,41 us mod SUMMARY LOGS OF TEST PITS [HI r r. • O/13/O1 14:56 FAX 9709840493 • 0 ME suE READINOS ft&J4. 61/MK VP ktIN. 4I& iCt3'• ALL MOUNTAIN STC VE cal 90 tor- VAIOASID seam 4 141N. '200 " in) oqo .1r30 *1St '10.41 • : 44 CUM SQUAW OPPOIGS S. 30- IW •10 • 1 •7a !•- - ••I 02-.. i .• • J • 110, .C4n 006 .009 -.L IIL j,l5LL.. .037 1274 iN 29/ : I ' ; . •,. , . , • ) t ; - -- - , • - • • t -L-411) ' ' -' - - -- - 'LC -4- -1:4-402 .•-„ i 1 . :, . .7.171 ' —r -L-1 -LA. t I t. -L . .14. . ...D. —1.1....1.4.it —L -:—H KO kW 119 2.0231 426 COI 111•1 344 742 127 2:13 0.42 CO DIAMEIER I.. PA170:1119 - • -70 same of CLAYEY WITH CS sAND 17_1 From mull) wig PiASTCRY IWO ys kw_ 7 Ha _ EAM= 4173f • . a wi. 4§.t.m.... to. ! • i -•• . . -I— _• US. 512917/4112 351E3 • - 1 . 1 .I i 1 .. • ---1.-` --'11 '' - •""1---1-•• —r --- • f. L ..1.- --. i 1 • ' i ..._,...._,....... ...__,.......... IT.' 7 1.i• 'i ... - J 1 i • C !' • •VPIO ...... :. ...jjr"!243 . • -1-1-1- .1.2-te I • ; U1 I ' ! 20 • il• ,0 HYDINDMETER ANALYSIS _ i ::._..t.„ 1... 4.....4.-.1....._ '...,, .. __.i—.... .4 . -- - 1' + 4.-1412 I H 1 Jr__ r. . . ... ..._ . '• i i 1 •••• -1--_---1nee . ,.. _. 1 ... 4.,-.. i . 1.. ; ,.... • ............i...4.••..4-40 -I 1; ; • ! • r . • j•-• .1- -r-- -•:- ••4 • - •-•-•--1-•-• - •"--- 1 i i-170 ; • • . 1 : i 1 I ' „ . r ,,._,. ,_, NO I , ; I 1 _ .. .....1..- .. 1 I i....:. co .1 1 .1 : i 1 I • ! : 1 • • ; t IL...A 14_At. J.: "Lilco :71 11. 1 .11 1 149 297 .690 4.19 Z93.31 di./0 953 ittl 36.1 ;02 Ill 'CO 0.42 Of IXAMVE2 OF PARTICLE r MIMEOS 2 • IPLAsICI ra L1 pompLAsnc; sample of GRAVEL.. SANDY . WI Th COBBLES GP ) FromATFEET MEDUM JOB NO. GS- 1 7 91 G VEl COARII GRAViii% SAND SU* cusw.5—% maw Lox —16 PULVICITY ---% Gradation Test Results F IG.3 09/1.3/01 14:56 FAX 9709840483 ALL IEIOUNTAIN STC APPENDIX A sae GRADING SPECIFICATIONS sTR Roo ROW4i ARCHITECT Job NO. 138&i791 C r] C r3 rr] 3 r.] e' 1 r �� r 1] t.1] ��'r]r_ t5 r 09/13/01 14-56 FAX 9709840493 ALL MOUNTAIN STC i� 09 SITE GRADING SPECIFICATIONS PARCELS AND 2B , RANCH AT ROARING FORK tw- GARFIELD COUNTY, COLORADO V I p 3 1. DESCFi!PT1ON • 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 overiot elevadona These specifications shall also apply to compac#km of excess cut materials that may be placed outside of the site boundaries. 2. ggNERAL, The Solis Engineer shall approve fill materials, method of placement, moleture 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 plecement. 3. CLEARING ,JAS EE 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 with a clean, nest appearing Job site. Cleared material shall not be placed In areae to receive fill or where the material will support structures of any kind. 4.CAR FYING AREA TO BE FILLED All topsoil and vegetable matter shall be removed from the ground surface upon which fill is to be placed. The surfer shall then be plowed or scarified until the surface Ie free from ruts, hummocks or other uneven features, which would prevent uniform compaction by the equipment to be used. 5. COMPACTING AREA TOj3E,FILLED After the foundation for the till has been cleared and scarlfled, 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 0 698. Landscaping areas should be compacted to not less than 90 percent of ASTM D 698. STWYKEAmACWN ARCMTaECT9 JOB i!O QB -1791 A-1 15 09f13/01 14:56 FAX 9709840493 , .• . ALL MOUNTAIN STC 6. ?ILLJAATER1ALS Fill soils shall be free from vegetable matter or other deleterious substances. Cobbles and boulders are anticipated within the overburden sons. Rocca greater than 6 Inches In diameter should bo removed from overiot 1111 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 degree. FII! 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, CH, SC, SM, SW, SP, GP, GC, and GM are acceptable. Concrete, asphalt, organic matter and other deleterious materials or debris shall not bo used as fill. 7. MOl5TU& 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 less than 35 percent passim No. 200 slave) shall be moisture treated to within 2 percent of optimum moisture content as determined from Proctor compaction testa. Sufficient laboratory compaction teat, shall be made to determine 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 Soils 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 till soils to provide uniform moleture 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 materiel 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. X110 l C L C C L 8. COMPACTION OF FILL AREAS Selected fill material shall be placed and mixed in evenly spread L layers. After each fill layer has been placed, It shall be uniformly compacted to not Inas than the 'Specified percentage of .maximum density. It is L S1 YKEJL ROWN ARcwTtCrO A-2 JOB NO. GS -1701 A-2 It 09/13/01 14:56 FAX 9709840493 a . ALL MOUNTAIN STC preferable that fill below building areas be the native granular colla. The fill below building areas should be compacted to at least 100 percent of the maximum dry density determined In accordance with ASTM D 598. Fill outside of the building .area shall ba compacted to at least 95 percent of maximum density as determined In accordance with ,ASillll D 598. F111 placed In future landscape areas may be compacted to Oft percent maximum ASTM D 698 dry density. Alt material shall be placed such that the thickness of loose materials does not exceed 8 inches and the compacted lift thickness does not ranged 6 Inches. 9. --_--- DEEN'CpF-K9N-NATUfiAL-S PEP - -- Wham nature! slopes aro steeper than 20 percent in grade and the placement of fill la required, cut benches shall be provided to place fill upors. ponchos shali be 8 to 12 feet In width to allow for compaction equipment. Larger bench widths may be 'required by the Engineer. Flit shall be placed on completed benches as outlined within this specification. - 10. COMMOTION OF SLOP Flit elopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compac?Ion°operations shall be continued until slopes are stable, but not too dense for planting, and there la no appreciable amount of loose soil an the slopes. Compaction of slopes may be done progressively In increments of three to five fast (3' to 5') In height or after the fill is brought to its total height. Permanent fill elopes shall not exceed 2:1 (horizontal to vertical) without approval of the Sons Engineer. 11. INSPECTION AND TESTING On1U inspection and testing by the Solis Engineer shall be on a daily basis during the placement of fill and compaction operations eo that he can declare the fill was placed In general conformance with specifications. 12. SEASQNAL LIMITS No fill material shall be placed, spread or rolled while It la frozen, thawing, or during unfavorable weather conditions. When work is interrupted by heavy precipitation, till operations stall not be resumed until the Soils Engineer indicates that the moisture content and density or previously plated materials are as specified. nTfYSE &ROWN ARCHITICTS JOB NO. 05-17111t A-3 _ c -1:57.514a3 5.6tO •b -- INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued/ rit1 Zoned Area Permit No.. Stri2 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 Inspecto and IMMEDIATELY BECOME NULL AND VOID. Use Address or Legal D cription Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final inspection. INSPECTION RECORD Footing /D/ /d/ Foundation //4-0/ 4:,5. Underground Plumbing 4 Insulation Z -P7 - 4 2 , Rough Plumbing (...2„z..47 . ` Drywall 2-z g' -c7-2- 4-,5 Chimney & Vent //-22 -02- ,BvrA-_ Electric Final (by State Inspector) 1- r02 -4r. Gas Piping /-2,1_-c.$ 2., 4-5Final 1 /-,2a-o2- ,49vy� Electric Rough (By State Inspector) ►'"-- Septic Final ,y 41. Framing a-// 42-5. (To include Roof in) 14/j Ws 71? 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. APPROVEDDO NOT DESTROY THIS CARD Date/ By "? IF PLACED OUTSIDE = CO ER WITH CLEAR PLASTIC THE FOLLOWING PAGES ARE THE BEST COPY AVAILABLE AT TIME OF SCANNING