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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 Sth, Street, Suite 303 Glenwood Springs, Co 81601(970) 945-8212 Job Address CbL3 L 0S A M DR Nature of Work Building Permit Na. 7966 Use of Building 1 � �l m t Ly opizeine Owner_ �� �.��`g 4 • Ea Contractor rRE.4ij Air\E= 3 Amount of Permet$ 213 • i 1 Date �J /0 f { i1QZ 15 i .,v 2,313•- Clem l GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIEL D COUNTY (GLENWOOD SFRIriTGS), COLORADO ;LEPHONE: (970)945-8"21Z INSPECTION PERMIT NO. 191 -PIP PARCEIJSCUEDULE NO. 1 ,c od (-"( a3 5 o 5 o� }BADDRESS: 6'66 05 4744 / eel ✓e . 7' BLOCK NO. 1i ! 6 SUBDIVISICNECMPTION J,- ) 4/././ //,.) q 5e LOTNO.53 °,54.- rZ, /4`4JC� 1J nnssa33» c 4 �7 Z/ '` •: HY ZL " -'76 5/ i CON LA R <yiYAC ' 'Ce.y �. laiIiteNj "t c• til- P1i: t '-11) ( LIC. NO: Z ARiDIT EECY72 GINI]P. ��" + �"� TAS- ! aACcarN 6 ADMEN: �,1)Ji2c /2Z7 Q_ 1jac PR so n! !1 LIcV •' Gni -?ni n �c ` Ji.4 sQ. Fr. or 9D�IIit37 lG T U y �7+1 1-0 O FT.OFLOT �� C�/�} oer NO. FT -COR w I USF.OFSDD.DCiG L,. -I p11E nOE i i� 1�. , G� i r DESCRIBE WORK: .,y C.+ "`�-3I- /)-. ` �_l // CSAU OF WORM °ADDITION oALTY;tiA1lOL1 omovF aEERIOVE ■ bARAOE: oSPZME. [MOUSLL"3 tk ,:!,.\ - CARPORT: JS:40LE CMCIa31F. ' l00DRIVEWAY I **iiMIT aD'Ni$RE$EWAGE =MN- Mme) (d(rn.: IAN VALUATION OF ;tom!: SO 3 /1 e/ a AINDSTF9 VAIXATIONA 0 a.a,A, '2 c/3 rub - i.' SPECIAL CONDITIONS: Sevi ( Si. .+:440N - 1 SEPARATE : THIS PERMIT tiUT HORIZED WORK IS 4FTERWORKIS E HEREBY KNOW THE )VERNING HEREIN AU'i'HORY LOCAL CONSTRU NOTICE BLECTRICAL PEWIT IS REWIRED AND MUST BE ISSUED BY TI -EE STATE Cr BECOMES NULL AND VOID IF WORK OR CONSTRUCTION IS NOT COMMENCED WI THLN ISO DAYS, OR IF CONSTRUCTION OR SUSPENDED OR ABANDONED FOR A PERIOD OF 150 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 I ...L THIS TYPE OF WORK WBE COMPLIED WJTH WI-IETI-XER SPECIFIED OR NOT. THE GRANTING OF A PEI Mff DOES NOT PRESUME TO GIVE TT TO VIOLATE OA CANCEL THE PROVISIONS OF ANY OTHER STATE OR LAW TING CONS N OR THE PERFORMANCE OF /7 ("443 dit'IX L/4/Dale PLAN CHECK FEE: /OLORADo. CI i r. `If 6 PERMIT FEE: ! j ( -if 0 2 s TO ALFEE: r DATE PERMIT ISSUED: -6 e3 i r 3 7 1 OCC : CIZOUP: CONST TYPE: y� F >� r l— � [ [ ` V 7 .. ZONING:SETBACKS: rSignature 4rE f E Df Owner, Contractor or authorized agcut , .... _ read and Cn4Ctstood noticea. t - �iiir r 0' .P t LrJ�01 I ` p CCC • /i ApPxsysl/Date Plaanmg � _'� AppravaYDaEa MANU. HOME: ISDS NO. &c [ ,� 2 . Building Dept. AGREEMENT ?EMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE. CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS ETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUII DINGDEPARTMENT. CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SKIER HERESY AGREES TO COMPLY wm-i ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY 4RFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS .AMENDED. THE SIGNER FURTHER AGREES T4IAT IF THE ABOVE SAID ORDINANCES ARE NOI FULLY IMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM -EE cowry AND THAT THEN AND THERE IT SHALLBECOME NULL AND VOID. IE ISSUANCE OF A PERMIT BASED LION PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE. BUILDING OFFICIAL FROM THEREAFTER REQIITRThIG THE JRRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IT1 EOLATION OF THIS CODE OR ANY OTIIRR ORDINANCE OR REGULATION OF THIS JURISDICTION. IE REVIEW OF THE SUBMTiTED PLANS AND SPECIFICATIONS AND LNSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTIIUIE AN ACCEPTANCE OF ANY ESPNTSIBILII'IES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION BRING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER- COMMENTS ARE INTENDED TO BE CONSERVATIVE AND 3N SUPPORT ECHE OWNERS INTEREST_ of o03 [HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. Q'�T1AL c (0 1 13D •a ncL K i 1 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; S. 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 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 CONIDITIONS 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 # 7 9 61e Signature bpcont Date D '3 Los ; ' o5 ittiL4Pert...9c>f,t (LES. .16 Lou../C--14... Lam`- &o.S:11 69 S'.a c7 Kill -f N r/ t /4.11-- i f40/ 2 lVL 6,4-0 CoV . p 6C4Gc LSTs -7 � �O 4 2 1 t et 1 28-p0, 1,6.0.60 t 2©.00 -W$g-8/t17:- = (o G2a.0D 10.s,vvvo.ir fdem, January 1, 1999 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A 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 25 2. Does the site plan include the location ofthe 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 /6 3. Does the site plan indicate the location and direction ofthe County or private road accessing the property? Yese5- 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 ye 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 L' 2 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's and sous? 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 Ye" 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes (Vp 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 5 10_ Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes }{2, 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase TT EPA certification? Yes ..e No 13. Does the plan include a masonry fire 'lace including a fireplace section indicating design to comply with the Uniform Buildin ode Chapter 377 Yes No 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping roo s and/or basements comply with the requirements of the Uniform Building Code? Yes No 15. Does the plan i Jude a window schedule or other verification that windows provide natural light and ven ' ation for all habitable rooms? Yes No 3 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 glazingfor these areas? Yes -- ---- No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water beaters indicated he plan? Yes on 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 alI 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 L-` No 20. Will this be the_only residential structure on the parcel? Yes c. No If no -Explain: 21. Have two (2) p1ete 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 'U- No 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ` No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the,.Garfield County Building Department? Yes No 25. Do you understand that approval for design and/or construction changes are requiredpriarto the application of -these changes? Yes ` No 4 25. 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 upancy of the building? Yes t' 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 co plying with the Uniform Building Code? Yes No 3 0. 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 applicable inspection. Yes r/ No 32. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParcellSchedule Number for the lot you are applying for this permit on prior to issuance of a building permit? You attention in this is appreciated. Yes No 5 Y hereby acknowledge that I have read, understand and answered these questions to the best : f my ability. 411;;C1:4""<el---47.-ear- - C.)/ ture date Phone: Ye?./f/ra--ys‘' }; 5q. (evenings) Project Name: 7Z-t" 1-1 IC)" I er74 A .4-e- „4,785t/ Project Address: 613 Z"�, P.t. c c �� C>-",/-7/L/7,5 Notes: If you have answered "Na” 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 J DATE: , O { Approval of plans submitted by: RC`s\Ct..14- CERTIFICATE OF ARCHITECTURAL APPROVAL ELK SPRINGS LOS AMIGOS RANCH PUD GARFIELD COUNTY, COLORADO Dated: ' - Z`-( — O 1 Titled: & e To be constructed on: Lot ,33 Filing _. , Los Amigos Ranch PUD, Garfield County, Colorado, is hereby given by the Architectural Review Committee with the following conditions and exceptions. 1. The light source of exterior lighting must not be visible from of the property. 80 watts per fixture maximum. 2. All disturbed areas must be revegetated. Permanently Irrigated areas shall not exceed 3000 square feet. 3. The planting of a' to 10' coniferous trees will be required for screening. The specific number and locations wit# be determined by the ARC after construction and coo uttatlon with the owners. # S o Maximum number of trees required: a General tocation(s): 4_ Constnacainnleagi p and laydown areas epi be dearly . to . cavation. r'es voce_ 5. The highest roof ridgeline must not exceed: - r • ( ;_ X)01 6a1- Q_ 8. All chimneys and vents must be the minimum height allowed by applicable bund ••• W: • lie. 7. All shiny roof materials or protrusions must be painted or clad a non -reflective dark color. 8. Any light rocks used for landscaping or retaining walls which are visible from off site must be darkened. 9. Driveways must be finished with chip -seal, asphalt or oonaete within two years. t0. Driveway tights must be 20' from property line, at least 20' apart, no mora then 24" high and no more than 40 watts. i1. EXHIBIT 8 Cart v. re..,.. .A.g�Ir4a.� 0-4 Cor nJu t a.[Dpro Qea. tat .11,,....e,_ 'RL. Qr6�r o..- ;'.0+ A. 12. F 0`0,7kcs-- 5C6 ceder NLu.SPn `au Le. P�f4 CT z ihSCr..�k.o.T:p rl . tri co -C1 -fie~ 3►4 `,•�.,-i"r.i..1`-l�5t-i{ SPRINARCH EAEV ECOMMITTEE ,...5 h., i tve. cct. ,_,tr...:. - Uo,Se3 hczt . By t 3 . mss : N9 c-ecas 4 eco Member, ARC NOTE: fr air , afi�h. •I ,. . :tisa • atcal 'k.A. •ne •m•:Le oftfh npt comfnen ad, Extenders must be sought 30 days gags to expiration date. Once commenced, construction must be diligently purwed until substantial completion and final inspection or a certificate of occupancy is obtained within one year. This Certificate of Architecture) Approval is not valid until all conditions and exceptions are acknowledged by the owner's signature and the original is returned to the Elk Springs Architectu Review 1 hereby agree to the exceptions and conditions above; Homeowner's Signaturrt CoNNIRUgTogl~I individuals making submittal are also advised that review of pians by the Elk Springs Architectural Review Committee does not necessarily cover compliance with local building codes or other authorities. Approval for conformance with building codes must be sought directly from the local authorities. After Final Approval has been granted, the following steps must be taken before any excavation work commences: 7!t - Stance your building comers, flag with red tape all shrubs and tress 10 be removed and fence the constrtrclion aging end laytiown arms. 2nd - Contact a member of the Committee for an on-site review of your staking ,flagging and fencing. On-site staking, flagging and fencing reviewed on (Date) and approval given to begin clearing and excavation. ELK S S A URAL REVIEW COMMITTEE Sy_1.�. Gtech March 30, 2001 Bob Anderson 183 Orchard Avenue Glenwood Springs, Colorado 81601 Hepworth-Pawiak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@npgeotech.com Job No. 101 243 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 3, Filing 5, Los Amigos Subdivision, Garfield County, Colorado Dear Mr. Anderson: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated March 27, 2001. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction:. The proposed residence will be two story wood frame construction with a partial basement and crawlspace area, and located on the site as shown on Fig. 1. Ground floors will be slab -on -grade and structural above the crawlspace. Cut depths are expected to range between about 3 to 6 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evatuate the recommendations presented in this report. Site Conditions: Lot 33 is located on the south side of Los Amigos Drive. Vegetation consists of a pinon and juniper forest with a ground cover of grass, weeds and cactus. The ground surface is moderately to strongly sloping down to the west with about 9 feet of elevation difference across the building site. Numerous basalt cobbles and boulders are exposed on the ground surface. A basalt rock ridge extends east to west just south of the building envelope. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three exploratory pits at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 1 foot of topsoil, consist of basalt gravel, cobbles and boulders in a silt and sand matrix. Practical refusal to digging with the backhoe was met at depths of 3 to 4 feet due to the Bob Anderson March 30, 2001 Page 2 large boulders. Results of swell -consolidation testing performed on relatively undisturbed samples of the matrix soils, presented on Figs. 3 and 4, indicate low compressibility existing moisture conditions and Light loading and a low to moderate compressibility under wetting and increased loading, Results of a gradation analysis performed on a sample of the basalt gravel (minus 3 inch fraction) obtained from the site are presented on Fig. 5. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2,000 psf for support of the proposed residence. The matrix soils tend to compress after wetting and there could be some post -construction foundation settlement. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils from boulder removal encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Blasting or chipping of the basalt rock may be required. Footing grade in over excavated areas can be re- established with compacted structural fill or with concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly to moderately loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. H -P GEOTECH Bob Anderson March 30, 2001 Page 3 Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. Shallow crawlspace areas should not need an underdrain provided the perimeter wall backfill is well compacted and has a positive slope away from the building. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to' at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90 % of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale could be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the H -P GEOTECH Bob Anderson March 30, 2001 Page 4 locations indicated on Fig. 1 and to the depths shown on Fig. 2, the proposed type of construction, and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Louis E. Eller Reviewed by: Steven L. Pawlak, P LEE/ksw attachments cc: The Drawing Board - Attn: Rob Classen H-1' GEOTECH 101 243 vas pOs 6920 APPROXIMATE SCALE "= 50' } �\ ) 1 1 / ! I I / / f 6910 l 1 // / / / .7 / / / /`. ' / i tl 1 r / I I 1 / I r� / 11 1 f 11 ,� I, ---If �' if / r 1 1 1' 1 /' i 1 j 1 / 11 \� I / r% f /PIT2f i 1 l ! I i I1 jf l11 PaTf 3 f f RES DE ED 9 PIT 1 ti LOT 32 RiwSlC1EC�.E , II \ l \ J \ 1 \ —� \▪ ----------- 1 \1 ,\ � \ ` �- — --▪ 6920 1 V h— - 1 • $91p BUILDING --- --_ ENVELOPE LOT BOUNDARIES HEPWORTH---PAWLAK GEOTECHNICAL, INC. LOT 33 LOCATION OF EXPLORATORY PITS Fig. 1 0 - 5 - 10 LEGEND: T NOTES_ PIT 1 ELEV.= 6921' WC=11.9 DD=73 PIT 2 ELEV.= 6915' WC=34.7 00-74 PIT 3 ELEV.= 6912' - 1 +4=36 - -200=37 0 5 10 TOPSOIL; organic sandy silt, cobbles and small boulders on ground surface, firm, moist, black. BASALT COBBLES AND BOULDERS (GM); in a gravelly silt and sand matrix, dense, moist, light brown to white, calcareous. 2" Diameter hand driven liner sample. Disturbed bulk sample. Practical digging refusal with backhoe in basalt boulders. 1. Exploratory pits were excctvated on March 27, 2001 with a Cat 416c backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of the exploratory pits were obtained by interpolation between contours on the site plan provided. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit Togs represent the approximate boundaries between material types and transitions may be gradual. 5. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD Dry Density ( pcf ) +4 = Percent retained on No. 4 sieve —200 = Percent passing No. 20D sieve Depth — Feet 101 243 HEPWORTH—PAWLAK GEOTECHNICAL, INC_ LOGS OF EXPLORATORY PITS Fig. 2 0 1 2 3 4 5 6 7 5 9 Moisture Content = 11.9 percent Dry Density = 73 pcf Sample of: Sandy Silt Matrix From: Pit 1 at 3.5 Feet 10 0.1 101 243 411 Compression upon wetting 1.0 10 APPLIED PRESSURE — ksf HEPWORTH—PAWLAK GEOTECHNICAL, INC. -4 SWELL CONSOLIDATION TEST RESULTS 100 Fig. 3 4 e 0 1 4 5 Moisture Content T 34.7 percent Dry Density 74 pcf Sample of: Silty Sand Matrix From: Pit 2 at 1 Foot 0.1 Compression upon wetting 1.0 10 APPLIED PRESSURE -- ksf 700 101 243 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Fig. 4 ERCEN T RETAIN 1 HYDROMETER ANALYSS INC READINGS 24 FR 7 MR 0 45 MIN. 15 MX 601144. 191491. 4 M?V_ 1 10N. 10 20 30 40 50 e0 70 90 100 101 243 U.S. STANDARD SERIES 1200 000 450 30 113 dB I✓ CLEVE ANAL151S 1 CLEAR SQUARE OPENINGS 3J!'• 3/4 1 1 J7' 3 5-r r 100 I 1 1 -1 —4 a 4 lbw i XV- f 7 -1 r 1 V - .001 .002 A05 .009 .019 90 80 70 30 30 40 30 20 10 .037 .074 .150 .300 .800 1.18 2.3e 4.75 9.5324 19.0 37.5 78.21 152 203 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO 5R7SAND FINE 1 4ED9.91 !COARSE GRAVEL 36 LIQUID LIMIT PLASTICITY INDEX z SAMPLE OF: Sandy Silty Gravel FROM: Pit 3 at 2 thru 3 Feet FINE YEL COARSE SAND 27 % SILT AND CLAY 37 HEPWORTH—PAWLAK GEOTECHNICAL, INC. GRADATION TEST RESULTS COBBLES 0 Fig. 5 1 JOB Na 1 D1 U z U) 1— C.) • c W o >- W 0 CO CC 4:t - H • m a L cc O 2 a. W � SOIL OR BEDROCK TYPE Sandy Silt Matrix Silty Sand Matrix �! Sandy Silty Gravel UNCONFINED COMPRESSIVE STRENGTH (PSF1 ATTERBERG LIMITS PLASTIC INDEX 19;1 0 �pj Sr. y N g W w P. a 2 2 0 g 4 O 4 La a z N 27 GRAVEL 1%1 C) NATURAL DRY DENSITY Ipcf1 CO n nt r NATURAL MOISTURE CONTENT d7 1-- e- r- 34.7 Q i= F 4 u a J P a cr 4 DEPTH (feet) :P. CO T- 2 thru 3 . 6.Ssuetil INSPECTION WILL NOT BE MADE UNLESS` THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO 6pto to Issued01 Zoned Area - Permit No 1 4, s 1 I ( AGREEMENT l const oration of the issuance of this permit, the applicant hereby agrees to comply with al iws and regulations related to the zoning, location; construction and erection of the proposes structure for which this permit is granted, and further agrees that if the above said regulation: 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 Buildini Inspector and IMMEDIATELY BECOME NULL AND VOID. Use. _ Address o Legal Description ; F441,x 0.7 Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 6-/C-0/ C Foundation -(:)/ ,Da -0-41 C cE Underground Plumbing t• -R t S Rough Plumbing 8 3(-- ! - -- Chimney & Vent Gas Piping 2, Insulation T., (3, Q ( tc,S Drywall q,11...1 r�., Electric Final (by State Inspector)/t/7/0 Final ii44-0i - .3, Electric Rough (By State Inspector) \1 `'\ Septic Final Framing Q./1. 5/ 4. Notes: (To include Roof in place � d Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTEDRAND UNDERGROUND BOFORE COVERING - WHETHER INTERIOR OR EXTERTO , THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 Sth Street County Courthouse Glenwood Springs, Colorad, DO NOT DESTROY THIS CARD APPROVED Date.ii` 1 By IF PLACED OUTSIDE - I3VER WITH CLEAR PLASTIC