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Home My WebLink AboutApplication- PermitJob Address GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(910) 945-8212 No. 8355 Nature of Work Building Permit 4fr Use of ding_5 Q!' }41 W Q �� / s � owner 0 • Contractor�1 Amount of Permit$ Date Clerk rel GARFIELD.COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GL ENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 PERMIT NO.�� INSPECTION LINE: (970)384- 5003 PARCEL JSCHEDULE NO. rcbub, l ��3 1OB ADDRESS: 0 3q M vita Rd cpc.` 1 SUBDIVISION/EXEMPTION/17 LON/k 1(EMPTTON F!%' LOT NO. 2_7 BLOCK NO. /]l "(CX'4iC(1 1. 54.6,e ,v'S(GLt 2 °w'"‘ J-0^ ° `R ,"K PiCe r!�/?, "°°�`" of ci- Z c R C, MA Oe (1 s16? 3 'K96 3 -ll gl —...4e1// 3l-- 4 I1! Cc ► rs Ii1c. s "�°'2s,819 Z CR 3, p-Ue Co 5/ 3 ' 3-9 "i f z 02)/1 f3G1' '� A 1"233 330 S. 5 - ,ft.,S/ytai 70-2�%1771 L 20 �7 rE �_ ems- TPS y 1181.5 Ps ++S ��G�� 5 SQL rrwsunmv°2129V.1tt-/2fie-6�se6.e C71:O. RCILIJQIO RPS ; e c e Sal `Qrtwwr3Z6FCT/ct 201)y. /1/4f, g��O. /// 1(4" cd//4 No°Frs400u2 4. cczleui. fe' 6 7Primal" y .8 ZY-"Co.1E %w,k s, 8"SIe -dis, 2Xk•-,7 / i C J -0. -os g.-1 CT ;.,GcrGje) //3,1703)-47 30,4°6- 8 CLAM w WILL. DACRYA: CAL CAMAS DLIMOVE 9 ' OALAO S70 71. 0 WpiCLd X°°u°'e CARPORT DEN= DOOWt2 10 DON AIN [WOW. WITCWM. °ins'1,s 6e e SKc I d7 17414 o ORFONRAY PLIANT Ng _ Ph" k lied. VALVATM w. 'I `y 3�1 S Ammo L 1 e VALUATIW, u/J ' i 06-7 616)y.Jb 7-.& oz. pLpAL [ONDfi10.IF' v r„thS -' Gc.. % kg I`iud 14-11-40 A SEPARATE. COLORADO. THIS AUTHORIZED WORK AFTER I HEREBY KNOW OOVERNINGTHIS HEREIN AUTHORITY LOCAL CO. :o;In PERMIT LS WORK THE !ill ' I • rE NOTICE ELECTRICAL PERMFT IS REQUIRED AND MUST BE ISSUED BECOMES NULL AND VOID IF WORK IS NOT COMMENCED WITHIN ISO DAYS. OR IF SUSPENDED OR ABANDONED FOR A PERIOD OF lig 1s COMMENCED. CERTIFY THAT 1 HAVE READ AND EXAMINED THIS SAME TO BE TRUE AND CORRECT. ALL PROVISIONS TYPE OF WORK WILL BE COMPLIED WITH OR NOT. THE GRANTING OF A PERMIT DOES NOT TO VIOLATE OR CANCEL THE PROVISIONS OF ANY LAW REGULATING CONSTRUCTION OR THE U , '�.. ' / ( ti `� (1.16•714.;4/1��-��/. BY THE STATE. OF OR CONSTRUCTION CONSTRUCTION OR DAYS AT ANY TIME APPLICATION AND OF LAWS WHETHER SPECIFIED PRESUME TO GIVE OTHER STATE OR PERFORMANCE OF zSJaz PIAN CITECK FEE: 0Q#3, ..I.S..51.7 �45_3. � '1� PERMIT FEE: .5 + TIT L f / 30 - 3(v --(--&. b '7 (i2duk DAPERMIT 13StIEI): s. GL l(\ ILII OCC: GROUP: CONST: TYPE: a -3 (' J 0 N r� YY ZONING SETBACKS: ` •! O 40 S r �� HOME: 1SDS NO. & FEE: • Approval/DM AGREEMENT PERMISS ION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE ACENT OF THE CONTRACTOR QR OWNER TO CONSTRUCT THE STRUCTURE AS DETAI F0 ON PLANS AND SPECIFICATIONS sunhaTIE.D.TO A}p .EVIEWED BY TIB; BUILDING DEPARTMENT. . • , _ , IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WTIH ALL BUILDING CODES AMD L4ND USE REGULATIONS ADOPTED 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 IN THE LOCATION. ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROST THE COUNTY AND THAT ITEN AND THERE IT SHALL BECOME NUL AND VOLD. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS ANI) OTHER DATA SHALL NOT PREVENT 111E BUILDING OFFICIAL FROM TI EREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF 'FIRS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. 7HE REVIEW OF THE SUBMTITED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR IIABR.I►IES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS ANT) IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH T11E ARCHITECT, DESIGNER. BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE!•.� �' VATIVE AND LV SUPPORT OF THE OWNERS INTEREST. rf Cr'fom .003 , I 1 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND T115 AGREEMENT ABOVE. (INITIAL) t,},g3 s`or 6 35y 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 # ' f4b( Signature Date bpcont VALUATION/FEE DETERMINATION Applicant f [. 4C ?Ex Address 03g5 midlaAa Po; vat led . Date 5- 7- 02- Finished 2 Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Subdivision Core 1( ,"cin y1 dIaiAd Pont Su(Od. Lot/Block Nl ? —1 Contractor 0 - ne r- >4 25 77o 2)95 w leg Basement: Unfinished J4 z 5 S. F .44) Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: 51, 455- 53, 425 Valuation S48 9 8 b `I Valuation Decks/Patios. Covered Valuation open Valuation 95 y2.4 r;0 x rZ Total Valuation n d 21-1 . 0-0 Building Permit Fee 1 SS3 ..75 Plan Review Fee 1 0091. 95/ Total BP & PR Ra-AV•,s+ POcr Z5G3..61 4/53. c�7 3o )o80 72.00 Rit,o 7o h /c,SD arg - VALUATION/FEE DETERMINATION Applicants K. Address Date 7 -2b -02 - Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: f finished / 42r 4 9 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation Subdivision LotBlock Contractor Total Valuation Building Permit Fee Plan Review Fee Total BP & PR z6'7 924 /934,6-s 53 7 98, 3 2 5- 9864 7200 3104E. 4,6 Al xki f � 3 O! 3(,0 PAry - ) 4,2.8.3Z DAr , MAY. 8.2002 4:16PM ASPEN GLEN GOLF CO NO.060 P.2/2 THE HOMEOWNERS ASSOCIATION OF MIDLAND POINT Post Office Box 992 Glenwood Springs, Colorado 81602 May 8, 2002 Caths Edinger Garfield County Building and Planning Dept. 109 Fighth Street, Suite 303 Glenwood Springs, CO 81601 Re: Lot MP -27 0395 Midland Point Road Dear Caths, Telephone (970) 963-4536; Facsimile (970) 963-4537; BEST COPY Please be advised that the Midland Point Design Review Committee approved the building plans submitted by John Placek far Lot 27 on April 22, 2002. Thank you and please call me with any questions. Sincerely, Jennifer Guccini Executive Director Cc: John Placek 04/25/02 1111' 10:01 FAX 970 2497773 Mesa 4001 MESA STRUCTURAL DESIGN 330 South Street . Montrose, Colorado 81401 970-249-7771 FAX 970-249-7773 April 25, 2002 Mr. John Placek FAX NO.: 963-9641 Dear John: Snow Toad is 40 pst If you have any questions, please do not hesitate to contact me. Sincerely, MESA STRUCTURAL DESIGN By Colorado P.E. #5720 TVH/dkc Date: 4-24-02 To: GARCO Deadquarters/WendyfMilce From: Doug Thoc Re: Driveway permit exemption For: John C. and Catherine P. Placek 8142 CR 3 Carbondale, CO 81623 970-963-9641 ph & fax Garfield County Road and Badge, District 1 1015 School St., Glenwood Springs, CO 81601 970-945-6099 ph. & FAX Location: Lot M-27, Midland point Subdivision Scope of Work: Obtain building permit Road and Bridge Concerns: This property does not directly access a county road and is therefore exempt from County driveway requirements. 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 X 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 w ter courses? Yes A 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 the clearances required between wood and earth? Yes 1( 2 CLEAN BURN WITH EPA CERTIFICATION ,i7i+'-' rd 1:l Mudct.(.HS-f1'shown with (:I)(:Hs-11-(:1) doors NOW, consumers living in areas 5yherewo 1hunllrtg is mstrictfd. or even banned, or 5vho take a progressive stance 011 clean air can still enjoy the traditional beauty mid warmth of an energy efficient wcxxlhurnirrg fireplace with Model {:6.5-41 Ileal-\-(;lo's patented technology has resulted in a high performance FPA Phase 11 Certified clean huming fireplace :}stem. This environmental Iv friendly s�Mtern maintains an average particulate matter emission rate of Itss than 4 grants per hour (al least 20fri. Icss than a conventional open-faced fireplace). making this unit essentially pollution free. Mode] {:Bs -41 is designs l with a secondary combustion system that hums the gases released from the solid fuel dur.ng primary cornhustion. This secondary combustion process consumes the gases and particulate mailer before they are released into the environment 111 addit_on to the clean burn created by secondary combustion. this proems converts all potential e'llergv' into heat. creating an average of icierrcv rating of 6 lire design of thi; systern also allows an extended burn time for fuel - 15 Its of wOal can bum for up to 7 hours and cm produce up to •10.00( BTU's/lir. Doors are required to operate the CBS -41. heat N -(do now offers two sets of heavy dtnv air -tight doors to choose from: single pane and cabinet style. 6. Do the plans indicate the size and location of ventilation openings for the attic, rool5oist spaces's and soffits? Yes X 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 x 10. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes X 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and'model and Colorado Phase II certifications or phase II EPA certification? Yes No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37?dd Yes IC No Nl rT - Vs: ij ur/f+ire /SJi 41 �'' specs 49,1 cos - ! et's, c1 -.i 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 Zk" C4s e.J 5";era Aae•L'c ee e> 4hlt Gve bisS;1 Irl f /c 4vire' •.4 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 7C 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 glazing for these areas? 514145 514S cPsers, ike ¥ Ctrs £ pess o-titthod, Yes No f&e Igor I k Ke FraJ Peer thselialy trr dill Tel./word'. A I w ""'"11"'" .M ,tt♦skr 36 17. Is the location of all natural and liquid petroleum gas furnaces, boilers andwater heaters indicated on the plan? Yes K 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 X 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 7( No 20. Will this be the only residential structure on the parcel? Yes )( No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes YL 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 2013.? Yes No 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes X 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 >1 No 25. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes y_ No 4 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 Is 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 permit? Your attention in this is appreciated. Yes ) No 5 1 hereby acknowledge that I have read, understand and answered these questions to the best of my ability. -�� tf/2s/oz date Phone: 9'70 -9‘ 3 - 964 (days); 970-W -96 ¥ f (evenings) Project Name: ! f Q (e) e5 VePt C Project Address: Lot /11- Z. 7 Ai, Icotce 120 Sjt `ted, fr1 S r b +� cares 5 p...11 iveh a f- a.0 130 ler it.spec M 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 • Gtech April 12, 2002 Crystal Constructors, Inc. Attn: John Placek 8142 County Road 3 Carbondale, Colorado 81623 502111 'omit) Kurd 154 Gleutrzstml toloradu $$(t$1 l'houc: WO -9-15-7988 lux: 97($-945-t;4F4 hpgesnqdhpigeofet'h-coin Job No. 102 231 Subject: Subsoil Study for Design of Foundations, Proposed Residence, Lot M-27, Midland Point, Midland Point Road, Garfield County, Colorado Dear Mr. Placek: 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 Crystal Constructors, Inc. dated April 1, 2002. 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 wood frame construction consisting mostly of one story with vaulted ceilings and approximately 700 square feet of second story over a full basement level and attached garage located on the site as shown on Fig. 1. Ground floors will be slab -on -grade. Cut depths are expected to range between about 4 to 10 feet. Foundation loadings 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-evaluate the recommendations presented in this report. Site Conditions: The lot was vacant at the time of our site visit and is located on the north side of Midland Point Road in the northwest portion of the subdivision. Minor overlot grading during subdivision development had been previously performed. The ground surface is flat and slightly sloping down to the northeast. Vegetation consists of scattered grass and weeds. Eagle Valley Evaporite bedrock is exposed in the hills to the southwest. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below a shallow topsoil depth, consist of approximately 31/2 to 7 feet of medium stiff, silty sandy clay overlying relatively dense, sandy gravel with cobbles and boulders. Results of a swell - consolidation test performed on a relatively undisturbed sample of sandy clay, presented Crystal Constructors, Inc. April 12, 2002 Page 2 on Fig. 3, indicate low compressibility under existing moisture conditions and light loading and moderate compressibility with increased loading after wetting. No free water was observed in the pits at the time of excavation and the soils were slightly moist. Subsidence Potential: The Midland Point subdivision is underlain by Pennsylvania Age Eagle Valley Evaporite bedrock. The evaporate contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. Sinkholes were not observed in the immediate area of the subject lot. The exploratory pits were relatively shallow, for foundation design only. Based on our present knowledge of the site, it cannot be said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot M-27 is low, but the owner should be aware of the potential for sinkhole development. 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 clay soils be designed for an allowable soil bearing pressure of 1,500 psf for support of the proposed residence. Footings bearing entirely on the dense gravel soils below the clay can be designed for an allowable soil bearing pressure of 3,000 psf. The settlement could be differential between footings bearing on clay and footings bearing on gravel. The upper clay 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 encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at Ieast 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 12 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 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 grave! should be placed beneath basement level and garage floor slabs to facilitate drainage. Crystal Constructors, Inc. April 12, 2002 Page 3 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. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area 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 basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. 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 Ievel of excavation and at (cast 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet, such as a drywell, or sump and pump. 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 the on-site, finer gradedsoils 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 6 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. 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 Crystal Constructors, Inc. April 12, 2002 Page 4 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 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. Trevor L. Knell Reviewed by: Daniel E. Hardin, TLK/ksw attachment LOT M-26 r 1 BUILDING 1 SETBACK 1 1 1 r 1 1 1 1 1 1 1 1 1 PROPERTY BOUNDARY COMMON AREA D LOT M-27 PIT 2 PIT 1 III r r MtiDLAAD POINT ROAD APPROXIMATE SCALE 1"=20' LOT M-28 1 t � I HEPWORTH-PAWLAK IcnYcu�i 102 231 r�r�i� n Mir' OF EXPLORATORY PITS Fig. 1 1 0 5 10 LEGEND: PIT 1 IMC -i4.5 00-105 .-200=76 PIT 2 TOPSOIL; silty sandy clay, organic, firm, slightly moist, brown. CLAY (CL); silty. sandy, medium stiff, slightly moist, brown. 0 5 10 GRAVEL WITH COBBLES AND BOULDERS (GP—GM); sandy, slightly silty to silty, dense, slightly moist, light brown. 2" Diameter hand driven liner sample. NOTES: 1. Exploratory pits were excavated on April 1, 2002 with a Caterpillar 416C backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were measured by hand level and Pit 1 is 2 feet higher than Pit 2. 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 en the exploratory pit logs represent the approximate aoundaries between material types and transitions may be gradual. 6. 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 ) —200 = Percent passing No. 200 sieve Depth — Feet 4 nn n 74 1 HEPWORTH-PAWLAK 1 nrC nC FVD1 r1P A Tr1CiY PITC 1 Fin 9 0 1 Q• 2 Compression 4 A.9 3 4 5 0.1 1.0 10 APPLIED PRESSURE — ksf el 74 T HFPWC)RTH—PAIM AK 1 c-.‘arci i ,-' irnr .n A 77nik1 TC CT InCC1 11 TC r 100 Moisture Content = 14.5 percent Dry Density = 105 pcf —200 = 76 percent Sample of. Sandy Clay From: Pit 1 at 3.5 Feet N No movement upon wetting • r (1 1 - -4- r r r J 0.1 1.0 10 APPLIED PRESSURE — ksf el 74 T HFPWC)RTH—PAIM AK 1 c-.‘arci i ,-' irnr .n A 77nik1 TC CT InCC1 11 TC r 100 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BU ILD INJ. _MIT • • GARFIELD COUNTY, COLORADO Date Issued5/14..baloned Area Permit No..St. S5 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 91U L A 'D VOID. Setbacks Front Side 1 Side Rear 'Ibis Card Must Be Posted So It is Plainly Visibk FromTbe Street Until Final Inspection. INSPECTION RECORD Footing 544,-61- Foundation Underground Plumbing f19.1 j,, L i (.. , Insulation ) ,; 7.,/ Rough Plumbing c-'- Z3 -02_7-A4 Drywall /0 -03-02.410m,et.E-� j Chimney &Ventc--....z;._ GL Electric Final (by State Inspector) lit' 1:,\p Gas Piping c,'- 23 _ Gz - Final / -93 • Electric Rough (By State Inspector) ''= ',- `N`'40., Septic Final Framing 8- Z3- jz-Yg - (To include Roof in place and Windows and Doors installed). Notes: ?r; -4s-._.. r .. _ ) . • ' k 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 5h414 IF PLACED OUTSIDE - CVER WITH CLEAR PLAS