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Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970)945-8212 Job Address 05 0,b Ai t -17 - Nature of Work Building Permit He. 7934 Use of Building }1.O�`1 �� f' 04;') C f � S� C� `}' A 4�'nt✓ OvvnerSMIYIa Contractor •-SVE Amount of PenmitS c:1 4: , 4 3 Date 41/4-t/0/ `5515 4- 4S3-1-07 Cies �C glo GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD QTY (OLENWOOD SPRINGS) COLORADO PER rr NO. —I x"13 EPHONE: (970) 945.5212 m SPECnON UNIE: (970) 384-5003 PARCEL/SCHEDULE NO. SADDRESS: ?I l Y ' ‘‘ 11) CA IAA Po, A+ V-. a. �s�tc[L�oo oa. [Q- vic),_3 2 BLOCRNO SUBDIVISION/EXEMPTION /Iv d 1G a Po ,, n I8g,1 ea, h 1)4ern Ame .4.18 CA.,in A ciLvIQLP WI le ,, a ,. , S - - '-1 Seo-ki.c..8u0Z3 -tai-. ,1 ,'!—SSS " VS et'll lir OM .5.woo 4 :►,3 CO e[(002 L J -t fl_.V? 11C NOs sq. FE amalgam (v6 ¢a . M M. lit MUT _ 1 NO. OF MOMS �,•. A_ udtOf J` 3i ,f1 _ - ■ti/ } it _ L612.1112119tIC4111 CUM aPWPM flN RON tatUYs aim � w ON1A[i� .°CQV[1I6 palmier megall. �OtgIE V 0 �> Erso eeaslta oDUMMY PEller / / .. mane s�r�[ie•••eo x � NAliJuerOEwa�J[: s AMMI!)van/alma ■ p ■ / A, 6-..D ' `5 jig"? Ma.% COMMONS: • NOTICE SEPARATE IIILRRiCAL PERMr= 11 RmsRED AND M[$T BE ISSUED BY THE ETATS OF =RAM.�Y TES mum BECOMES NUiT. AND 'VOID. IF WORIC OR CONSTRUCTION LU TAORJ ED IS NO3 COIAMENCBD WITHIN 11O'DAYS. OR IF CONSTRUCTION OR YORK IS SUSPENDED OR ABANDON FOR A PERIOD OF 110 DAYS AT -ANY THAI WIERWORK ISCOQ. \ »Y CERTIFY THAT I HAVE READ AND EXAMED THIS APPLICATION AND CNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS WITH WHETHER BTO PLAN CHEMIIPE:. 6, F(.02..7, PEE: . er 1 3 2.7 . Z. �% TCifALFBE: DATE PERMIT ISSIJSD 4 r , f S1 (� 2.1 6'9 + [� f ` 5-3l € 7 .` , f9` CDC: [ Ol)#': CONST: TYLE f - 1 V '" W re .4 (-) L! V fE.REIN OR NOT. TEE THB TYPE �G OF NOT WILL BE COMPLMD GIVE �UTDORITY TO mulls OR CANCEI. TIIE PROVISIONS OF ANY OTIII1R STATE OR ZDNINiO SETBACKS: .00AL LAW RBC9UTATTNG ••+ 1•' +- ■ . '1 . 't 0 '4,. OR. THE PERFORMANCE OF � % c o.s., c.o.s.at mtexi i:d weak ._ teed sod • .......... .. . 3f / f 444 voi ... . i 3 . � ItiANv. I ISD6 3 .. 1:i , _ Waft' r nye _ P9g Dept. . , . t .... - AMMARW R.mIS SION IS HEREBY [RiAN•IED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR. OR OWNER TO CONSER= THE STRUCTURE AS LTALLBD ONnom AND SPBCHICA1IONS SUBMITTED TO AND REVIEWED BYDIE BUILDING DEPARTM. 1 CONSIDERATION OF TEE ISSUANCE OF THIS PERMIT: THE SIGNER HEREBY AGREES Tao COOWIN WITS ALL BUILDING CODES AND LAND USE E.E.G 1ATIONS ADOPTED BY %RFIE D ODUNIY PURSUANT TO AUTHORITY GIVEN IN 30.21.203 CRS AS AMIDEDED. TflE SIGNER FURTHE AGREES TEAT IF THE ABOVE SAW =DUNCES APS NOTFumy DMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCZI N AND ME OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVS BY NOTICE PROM SEMINTY ANDTHAT THEN AND TH RE If SUALLBECOME NULLAWD VCU) 9E ISSUANCE OF A PERMIT EASED UPON HLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BURRING OFFICIAL MK THEREAFTER REQUIRING THE OREECTION OF ERRORS IN SAID PLANS, SPF.CIF1CAT1ONS AND OTHER DATA OR FRO PREVENTDJG RUNDE,* OPERATION TIEING CARRIED ON THEREUNDER WHEN IN IDEATION OFTHIS CODE OR ANY OTHER. ORDINANCE OEREGULATIONOFTWS JURISDICTION IE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS S AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTltU E AN ACCEPTANCE OF ANY ESPONSIBILIDES OR IIABILMES BY MAMA) COUNTY POR ERRORS, OMISSIONS OR DISCREPANCIES. IDE RESPONSIBILITY FOR THESE ITEM AND IMPIEMENTATION MING CONSTRUCTiONRESTS SPECIFIC.A1LY WITH THE mummer, DEsiGkEE. BUILDER AND OWNER. COMMENTS ARE IIhfJPDEDTOBECONSERVATIVE AND INSUPPORT FTHE OWNERS MEREST. I TrEBYACKNOWLEDGETHAT I HAVE READ AND UNDERSTAND THE TT ABOVE. (INT TAT.] z`7 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 wash bowl, 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 nLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use d the issuance of a Certificate of Occupancy for the dwelling under building permit # 93 mac Signature Date bpcont Zif0 I BEST COPY 4iY7L-- 3 053-7jvj td[ct,,AEP i°0114 - D . -9. /S9 ZSZ-00 if1 772.-oo fa, evo.00 S-117600 ( F7) Zoo .0 Vi 7.7 . 41- .1 1 f1.0 q53 1 c26q33 . Mar -15-01 05:04P Asp,an G1ton Ga1-F Cumpany (970) 704-1240 P-01 THE (HOMEOWNERS ASSOCIATION AT MIDLAND POINT 9924 ilfghway $ Carbondale, Colorado 81623 March 15, 2001 Mr. Steve Neal. 61 John Street El Jebel, CO 81623 RE: Midland Point Lot MP -32 Dear Mr. Meal, Telephone (970) 963-4536 Facsimile (979) 953-4537 The Design Review Committee met with you on March 15, 2001 for the final review of your horrnesite. The Committee was pleased with your plans; however there are a couple c}t`details that need to be addressed prior to beginning constructions. Please: provide the Committee with the Builders Botid deposit of $5000.00 and the tarp fess of S6900.0O to the Roaring Fork Water and Sanitation District. Ple».se keep in mind that a copy of your approved plans are kept on file fear periodic review by :he ])esign Review Committee to assure eompli nee with your approved plans. Any anticipated changes from your approved plans mi►w.st be submitted to, reviewed by and approved by the Design Revievv Committee prior to rnaking any changes. The Committee looks forward to your home being a new addition to the Midland Point .Community, Thank you time please feel free to contact me or any other member of the: Design Review Committee with questions or concerns. Sincerely, `J•fermifer G uccisu Committee Administrator Cc: Design Review Committee Brad Jordan, Architcct 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 fI, up to 7,000 F.D.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All ofthe above requirements must be met or your pians 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 �. 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 r water courses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the pro erty? 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 ‘C, 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 )C, 2 6. Do the plans indicate the •ize and location of ventilation openings for the attic, roofloist spaces's and soffits? Yes 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes`{ 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 11. Does the plan indicate the height ofthe 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 'L 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or phase 11 EPA certification? Yes No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements ofthe Uniform Building Code? Yes Y.. No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes, No 3 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes '( No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ')( No 18. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants` Yes X. No 19. Do you understand that ifyou belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes )( No 20. Will this be the only residential structure on the parcel? Yes y No If no -Explain: 21 Have two (2) complete sets of construction drawings been submitted with the application? Yes )e.., 22. Do you understand that the minimum size a borne can be on a lot is a 2011. x 20ft.? Yes )( No 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ` No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes j� No 25. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ] No 4 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 LA, 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 Y., 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 y, No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent ofthe Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes Ys. 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 ofthe 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 ParcelSchedule 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 I hereby acknowledge that 'have read, understand and answered these questions to the best of my ability. cid signature Phone: 961,- S L g 2D date �l Z"II O i (days); CQ 11 C-1 8 -..5 S to 3 (evenings) Project Name: 1S { k ( + (T-eaf Tb.w1 Project Address: 0 s 3 '• C+ 1 a in 4 Po• (ci C f d ct k'[6 J 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. bprninreq 8/00 6 Ge(tech March 5, 2001 Steve Neal 61 John Street EI Jebel, Colorado 81623 llep\+nrth-1'aulak GL'otech1rlc'ril, lnc. 5020 Cuurrt\ kcr:rrl 154 Gklovood Springs. Colorado 816U0 Phone: 97U-945-7988 Fax: 97D -945-S454 ]r p geo tTP h 1);;E.nteelr .corn Sob No. 101 160 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot MP -32, Midland Point, Coryell Ranch, Garfield County, Colorado. Dear Mr. Neal: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil snidy for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical,engineering services to you dated February 15, 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 a two story wood frame structure with an. attached garage. Ground floor will be structural over a crawlspace for the residence and slab -on -grade in the garage. Cut depths are expected to range between about 3 to 4 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-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at,the time of our field work. The ground surface is relatively flat with a slight slope down to the southwest and about 2 feet of elevation difference. Some shallow fill is located on the site from overlot grading as part of the subdivision development. 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 about 1 to 1112 feet of clayey gravel fill materials, consist'of relatively dense, slightly silty sandy gravel with cobbles and scattered boulders.. •Results of a gradation analysis performed on a sample of the gravel (minus 5 inch -fraction) obtained from the site are presented on Fig. 3. 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 Steve Neal March 5, 2001 Pave 2 footings placed on the undisturbed natural gravels designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed residence. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravels. 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 45 pcf for the on-site gravel, excluding oversized rock, 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 gravel should be placed beneath slabs -on -grade 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 ata moisture content near optimum. Required fill can consist of the on-site gravels devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at 'all titnes after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should he 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. 3) The ground surface surrounding the exterior of the building should be sloped to drain away front 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. H -P GEOTEC-1 Steve Neal March 5, 2001 Page 3 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 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 fpr the exclusive use by our client for design purposes. We are not responsible far 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 Jhe 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 Iet us know. Sincerely, HEPWORTH - PAWLAK GE !�r 'NI,;`TR "' INC. Reviewed by: Steven L. Pawlak, P.E. JZA/ksw attachments cc: Brad Jordan, Architect • H -P GEOTECH APPROXIMATE SCALE 1° = 30' LOT M-31 ■ PIT 2 LOC M-32 • BUILDING ENVELOPE PTT 1 ■ NIDIAND POINT ROAD r o. 101 160 HE PWORTH-- PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Fig. 1 a MMX z YYDS0METER ANA_.YSIS SIEVE ANYALY5LS TIME REAALNGS 1J 4. STh9f4ARD SERxb`S at RR. a 0 45 : IN.15 NIN_60MLN14HIN. 4 MIN.1 h1IN. S2C0 k100 k53 130 416 48 -• 14 SC 2(1 30 ep GO ao 90 100. CLsAR 5:WA.RE o?£Mix[:s 1(S" 3!4' 1 1!2" 3• 5'6' 3' 10 04111011111 111111111111110 si mum Eim ==rammummirmwmwm,ffiem, iliiiPMEMEMEME,PARILWAIMII. IM11111.11;iii-'- j_ i1i11111111.ii.111i_iP■i—i 1011111111.4/111111111111iiiiiiiiiii ��rr�u+r'�"'■�' } 9.5 a 519.° 37.5 76.2 l iZ 20? 90 80 .001 .002 .005 .009 .0:.3 .0?7 .074 .150 -300 .E00 '.IE 2.6 4.75 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT GRAVEL FINE 1 EUIN,1 fC°ARSE , FIFE CDA1SE ccinrss GRAVEL 59 % LIQUID LIMIT 101 160 SAND 31 % SILT AND CLAY 10 % PLASTICITY INDEX 0 50 40 33 20 10 G SAMPLE OF: Slightly Silty Sandy Gravel FROM: Pit 1 from 6 to 7 Feet with Cobbles HE PWORTH- PAWL AK GEOTECHNICAL, INC. GRADATION TEST RESULTS i- Fig. 3 0 5 10 LEGEND: PIT 1 +4=59 -200=10 PTT 2 FILL; clayey gravel, dense, moist, brown. GRAVEL AND COBBLES (GP -GM) ; sandy, scattered boulders, dense to very light brown, subrounded rock. Disturbed bulk sample. slightly silty, dense, slightly moist, 5 10 Depth - Feet NOTES: 1. Exploratory pits were excavated on February 26, 2001 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4. The exploratory pit locations' should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. G. No free water was encauntdredl in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratary Testing Results: +4 Percent retained on Na. 4 sieve -200 - Percent passing No.' 200 's,ieve 101 160 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Fig. .2 i INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GA FIELD COUNTY, COLORADO Date Issued. -.Zoned Area Permit Noti.,.r (if AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with aI laws and regulations related to the zoning, location; construction and erection of the propose[ 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 e County Building Inspect° IMMEDIATELY BECOME NULL AND VOID. 4 Use Add or Legal Descriptio Setbacks rout Side Side. Reams=--- This Card Must Be Posted So It is Plainly Visible From The.gti,eeet Until Final Inspection. • INSPEC'1ON RECORD Footing zi_16_6,1 . Foundationdir_pyLre Underground Plumbing Insulation g,.2-7..0 ( Rough Plumbing ` ' , Drywall f..-3()_. of Chimney & Vent 7, 7_ OoirElectric Fin,l ( State in. i ecto 14 Gas Pipingg/_,-.7._ of Final „I/7AI ,c i Electric Rough (By State Inspector} � r Septic Fina! -. ..� Ate' Framing %F-23-01 (To include Roof in place and indows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. Phone 384-503 APPR Date THIS PERMIT IS NOT TRANSFERABLE 9 8th Street County Courthouse Glenwood Springs, Coloradt DO NOT DESTROY THIS CARD By IF PLACED OUTSIDE - COVER WITH CLEAJ`'PLASTIC