Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Application - Permit
Garfield County 10510 Building & Sanitation Department 108 8111 Street, Suite #401 Glenwood Springs, Co. 81601 _ ' Office-945-8212 Inspection Line~ 384-5003 /;zt{f/ ·~~ ~ JobActctress CJ\li\) -roLDIJ\tc:nL f~HCJ.CVI\)l8 · {lfJ Y tGX Nature of Work . Building Permit d,LtO-:h-llk \ \~Dli\ I UseofBuildingS/f Q~\te)htiJq ~n DClW\Sf£1Ce ~wjCOU \:illl"OS ~-C)\+ G . . ~~ Owner m VJ-i-Grow Contractor RlCX. n £\\f'f'" Amount of Permit $ ~\"3D -E:S> Date c;-\ S -Q1- Clerk·1N@r INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.b:':.\.I:?.T. .....• Zoned Area ............................... Permit N o .• 1Q;?..~5?. ................ . AGREEMENT In consideration of the issuan~e of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use $~ du.R.}J\Ylq (')V\ ('t()W\ "'!>f8[e )JJj CC'HJ pt[tl~ r0-\1-qo roqe Address or Legal Description D \ L\D Iq lOV) 1fo.' l · P 'c h UT8 Owner (pf()'SS I Clf() "'+ Contractor R\ ex: w§.l{"(" Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing $ ·2/)~o 7 XJ1v\ ~K Driveway Foundation 73 -a. 3 -o7 /J1vt Underground Plumbing ~ Rough Plumbing /o-'/-v1 )?n'1 Chimney & Vent 10-/l-011/?m Gas Piping 1 o-'f· P7 l'177rt Electric Rough (By State Inspector)/~~~7 Framing //) • /1-()?. ,()wt_. (To include Roof in place and Windows and Doors installed). Insulation /0-\5-0 I ~ Drywall Ill _ J. '1-o"J ~-~ ~~~~~----~----~~~~ Electric Final (by State Inspector) ~2-/l 07 Final rt-17-o? ~ Septic Final ~ Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXt R, UNDERGROUND OR ABOVE GROUND. "-. GARFI E LD COU NTY BUILDING PERMIT APPL I CATI ON 108 8"" Str eet, Suit e 401 , Glenwood Springs, CO 81601 Pho~0-945 -8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 lOS [u ftt rC::;J;~'' No ~7 17,2, II D~~ ':::-J05 Permit No: Job Add ress: /) 2 3 4 5 G 7 8 0 9 Garage: 0 10 Driveway Permit l ~ 12 Specia l Conditions: NOTI CE • S ingle Double 0 A SEPARATE ELECTRICAL PERMIT I S REQUIRED AND MUST B E ISSUED BY T H E STATE OF COLORAD O. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I S NOT COMMENCED WITHLN 180 DAYS, OR. IF CONSTRUCTION OR WORK I S SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TI ME AFTER WORK I S CO MMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED T HIS APPLICATION AND KNOW TilE SAM E TO BE TRUE AND CO RRECT. ALL PROVI SI ONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED H EREI N OR NOT. THE GRANTING OF A PERM IT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR ANC L Til E PROVIS IONS OF ANY OTHER STATE OR LOCAL LI}\V RE LA lNG CONSTRUCTION OR T HE PERFORMANCE OF CON RUCT N. 0 Alteration Addition ::J Move On-Site Sewage Di sposal Carport: a S ite Plan u Remove 0 :J S ingle Double Adjusted Valu ation s: Plan C h eck Fee: g'-!1-50 Permit Fee: < J, 2 o/b 1 Dated Permit I ss u ed: OCC G r oup : ~ac_ Canst. Ty p e: Zoning: Setb acks: Manu. Hom e: I SDS No. & Fee: f AGREEMENT PERMI SSI ON IS H EREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCT URE AS DE:TAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUI LDING DEPARTMENT. I N CONSIDERATION OF THE I SSSUANCE OF T HIS PERM IT, THE SIGNER. H EREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO A UTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER A GREES 11-IAT IF T H E ABOVE SAID ORDINANCES ARE NOT FU LLY COMPILED WITH IN THE LCOATION. ERECTION. CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOI<ED BY NOTI CE FROM THE COUNTY AND THAT THEN AND THERE IT S HALL BECO ME NULL AND VOI D. THE iSSUANCE OF A PERMT BASED UPON PLAN S. SPECIFI CATIONS AND OTHER DATA SH ALL NOT PREVENT THE BUILDING OFFI CIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPEC IFICATIONS AND OTHER DATA OR FROM PREVENTI NG BUI LDING OPERATI ON BEING CARRIED ON THEREUNDER \VHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THI S JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFIC ATION S AND IN SPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSI B I LI11ES OR LIABLITIES BY GARFI E L D COUNTY FOR ERRORS. OMI SSI ONS OR DI SCREPENC I ES. THE RESPONS! B I LITY FOR TH ESE ITEMS AND I MPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WI TH T H E ARTJCTECT. DESIGNER. BUI LDER. AND OWNER. COMMENTS ARE I NTENDED TO BE CONSERVATNE AND IN SUPPORT OF T HE OWNERS LNTEREST. a;;;; A~::;OGETHATSi~ ;" "1~";.' ;:,.,NT~~~ C?D G c~ \~) '(3! \ tctb-15 The following items are required by Garfield County for a final inspection: 1. A fin a l E lectr ical Ins p ection fro m th e Colo r ado S ta te E lectri cal In spector ; 2. Permane nt ad dress a ss i g ne d b y G ar fi e ld County Bu il d in g D epartme nt posted wh e re re adil y v is ibl e fro m access road ; 3 . A fini s hed roof, a l ockabl e h o use, com p lete ex te ri or sidi ng, exterior door s a nd wind ows insta ll e d , a compl ete kitc he n with cabine t s, a si n k with h o t & cold runnin g water , no n-a b sorbe nt ki tche n fl oor coveri ngs, cou n te r top s and fi ni s he d wa ll s, read y for s tove a nd refrigerato r, all n ecessary pl u m b in g; 4. A ll bathroom s mu st be compl ete, with washbo wl , tu b or s hower , toi le t stool, h o t a nd cold runnin g water, no n-absorbe nt fl oors a nd w all s fini s hed and a pri va c y door ; 5. A ll ste p s outside or in side over three (3) s teps mu st h ave ha ndra il s, g u ard r a il s o n balconi es o r d eck s o ve r 30" hi g h cons tru c te d to a ll IB C a nd IR C require m e nts; 6. Outside g ra din g do ne to w he re w ate r w ill d e to ur away f ro m th e buil d in g; 7. Excepti on s to the outs ide step s, deck s a nd gradin g may be mad e upon th e de mons tr a tio n of ex te nu at in g circ um sta nces, i .e. weather, but a Certifi cate o f Occupancy will not be iss ued until all th e re quired ite m s ar e compl eted and a fin a l in specti o n m a de; 8. A final in sp ectio n sig n off by the Garfield County Road & Bri dge Dep artm e nt for driveway i nsta ll ati o n , where appli cable; as well as a n y fi n a l s ig n off by th e F ire Dist rict , and/or St ate Agencies w he re applicab le. 9 . If you w ill be conn ecting to a p ubli c wate r a nd/or sewer syste m, proof of the tap fees have been paid a nd the conn ecti o ns in spected by the servi ce provider p ri or to issua nce o f a C.O. A CE RTI FICATE OF OCCU PANCY WILL NOT BE ISSU ED UNTIL ALL THE ABOVE ITEMS HAV E BEEN COMPLETED. ****A CERTI FI CATE OF OCC UPAN CY MAY TAKE UP TO 5 BUSINES S DAYS TO BE PRO CESSED AND ISSU ED. ****CANNOT OCCUPY OR USE DW ELLING UNTIL A CE RTI FI CATE OF OCC UPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHO UT A C.O. WILL BE CONSIDER ED AN ILL EGAL OCC UPANCY AND MAY BE GROUNDS FOR VA CATIN G PR EMISES UNTIL A BOVE CONDITIONS AR E MET. I under sta nd and agree to a bi de by th e above cond iti ons for occ up a q ~~ser~ th e iss uance of a Certificate of Occ upancy fo r th e dwellin g under building permit #_J+-.~::o.::...:!U~l._·u-=-- Si g n atu re Bpappli cati o noctober2006 D ate VAL UA TION/FEE DETERMINATION Applicant ~ (ZoS 2 Address 0\\.\D "I tr \W:... =r~ Date !.·!.{ -o 'J Finished (Livabl e Area): Main I 7 00 )c ? '1 l. ~ Upper Lower Other Basement: To tal Square Feet Valu ati on Unfinis hed /26 Cf5~ Co nvers io n of Unfini shed to Fini shed Plan Check Fee for Co nve rsion Va lu ation Ffrs.+-~ Subdivi s ion , f4..cJ t2 -:, p oJJl- LotJBi ock 4f Contractor n 1 _,I/ vc... .__ ._ /Lt.\. ~..(.en_ s 71:, )( l f-' =-/6 '3C:,f" Va luau on C raw l Sp ace: Valuation J)36o D ec ks/Patios: Covered ~ &" ). '2 "{ z;: q 14 Va luatio n f Open Va lu ati on Total Va luati o n PLA N REVIE"' CHECKLIST Applicant c; 12o S 2 Da te _~___L..--""'---~------r- Buildin g 0 ngineered Fou ndation . ~Dri veway Permit U~ 0 urv eyed Site Plan V Septic Permi t a nd Setbacks ~ VGradeffopograph y 30 % 4 Attach Reside ntial Plan Review List ~inimum Application Questionnaire V Subdivi sion Plat Not es ~Fire Depanment R e view Lv al uati on D etermi nati on/Fees _JRed Lin e Plans/S tamp s/Sticker l1k_Attac h Conditi ons -l.L..Applic ation Signe d . ~Plan Reviewer To Sign Application ~Par cel /S c h ed ule No . J:4.k40# Sn owload Letter-Man f. Hms. ~ Soils R eport GENERAL NOTES: __ Buil ing H eight Zon n o Si<Yn -o ff --0 c __ Ro d Impact Fees 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY KAIHY ~~4 ---s<-t 7o· -------..._. ... _~··--..... -.. ~-... c; OILS Re·roRf GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS PAGE 02 For SINGLE FAMILY D\VELLING CONSTRUCTIO Including _ECFJVED NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS MAY 2 4 200 7 GAR ;.: if.LO CC 1NTY BUILDIN G & !J LA NNI NG ln order to understand the scope of the work intended under a pennit application and expedite the issuance of a permi t it is important that complet e infmmation be provided. When revi ewing a plan and it 's di scov ered that required infonnati on has not been provide d by tb e applicant, thi s will result in the delay of the pcnnit issuance aud in proceeding with building cons truction . The owner or 'contractor shall be required to provide th is information before th e plan review can pro cee d. Other plans that arc in line for review may be given attention before the new information may be reviewed after it bas been provided to the Building Department. · Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the . plans to be sealed by a Colorado Registered Design Professional. To provide for a more under stan dable plan in order to determine co iUpliance with tb e building , plumbing and mechan ica l codes , applicants are requested to review the followin g checklist prior to aud during design . Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must inc lude a fl oor plan , a co nc re te footing and foundation plan , elevations all sides with 05/24/2007 09:30 9705254794 PRESTIGIOUS PROPERTY PAGE 03 decks, balcony, steps, hand rails and guard rails, windows and doors, including the fmish grade line and original grade. A section showing in demil, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall st\lds and spacing, insulation, sheeting, bouse-rap, (which is required), siding or any approved building material. Engineered foWJdations may be_ required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be retumed. All plans submitted must be incompliance with the 2003 IRC. l. Is a site plan included that identifies the location ofthe proposed strucrure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of30% or greater must be shown on tbe site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signarure and professional stamp on the drawing. Any strocrure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the bur·ldi envelope as it is shown on the final plat with the proposed structure located within . envelope. y~ . 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield CoWlty Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks <jyapply. Yes tL 3. Does the site plan include when applicable the location of the l.S.D.S. (Individual Sewage Disposal Sy em) and the distances to the property lines, wells (on subject property and adjacent p pe1tiesj, streams or water courses? Yes'---"'----- 4. Does the site plan indicate the location and direction of the County or private road accessing the property? 2 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY PAGE 04 5. 6 7. 8. 9. 10. 11. 12. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access pennit or obtain a statement from the Garfield County Road & Bridg~De . em stating one is not necessary? You can contact the Road & Bridge Departme at 625-8601. . Yes_2_. __ _ Do the p~ include a foundation plan indicating the size, location and spacing of all reinforcin steel in accordance with the IRC or per stamped engineered design? Yes'--"---- Do the p~an indicate the location and size of ventilation openings for under floor crawl spaces an e clearances required between wood and earth 0 Yes_-"----- Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and s fits? Yes '--¥--- Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum f 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads an wind loads? Yes--"------ Does the pia include a building section drawing indicating foundation, wall, floor. and roof ? Does the;t!u· ding section drawing include size and spacing of floor joists, wall studs, ceiling joists, roo afters or joists or trusses? Yes. _ _,_ ___ _ Does the buil · ng section drawing or other detail include the method of positive connection of all colu s and beams" Yes ----"---- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a fla.JII·oof? (Building height measurement usually not to exceed 25 feet) Yes._---"-v ___ _ 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERT Y PAGE 05 15. 16. 17. 18. 19. 20. 21. 22. 13. make and modej..ml.d Colorado ~p e II certifications or phase II EPA certification? Yes v' No __ _, ___ _ Does the plan include a rnason/ryeplace including a fireplace section indicating design to comply with the IRC? Yes. No · Does the plan include a window schedule or other verification that egress/rescue windows from sleep~ rooms and/or basements comply with the requirements of the IRC? Yes \L_ No . ------- Does the plan include a window schedule or other verification that windows provide namral light and veJtilation for all habitable rooms? Yes v' No ------- Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing inunediately acljacent 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 specirsafety glazing for these areas? Yes ~ No ______ ~ ls the location of all nattU'al and liquid petroleum gas furnaces, boilers and wate r heaters indicated o the plan ? Yes No ____________ _ Do you understru1d that if yo u are building on a parcel of land created by the exemption process or he subdivision proce ss, are building plans in compliance with all plat notes a.ndi or cov. nants? Yes No ---------- Do you understand that if you belong to a Homeowners Assoc iation (HOA), it is your responsibility to obtain written pcnnission from th e association, if requir·ed by that association, prior to submitting an application fo1· a building permit? The building permit application will he accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of pennit issued . Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building~ep ent prior to any action by the HOA that re quires either revocation or substantial edification of the plans. Yes No ____________ _ the only residential structure OlJ the parcel? No If no · Explain:. ________ _ ) complete sets of constmction drawings been submitted with the application? 4 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY PAGE 06 24. Do you und stand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes No ____ _ 25. Have you designed or had this plan designed while considering building a!ld other constructioVcode requirements? Yes \L_ No_~--~ 26. 27. 28. 29. 30. 3!. 32. Do your~! s comply with all zoning rules and regulations in the County related to your propenies ne district? Yes No __ ~-------- Does the plan accurately indicate what you intend to construct and what will receive a final inspecti?DJy the Garfield County Building Department? Yes \L_ No _________ _ Do you un erstand that approval for design and/or construction changes are required prior to the apiJ cation of these changes'! Yes No ________ _ Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well ast "Road Impact" or "Septic System" fees required, at the time you pick up your building ennit? Yes No ______ _ Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be calle in to 384-5003. Yes No _______ _ Are you aware that requesting inspections on work that is not ready or not accessible will result in a $)tl.OO rc-inspection fee 7 Yes v' No. _____ __ Are you aware that you are required to call for all inspections required under the IRC including app val on a final inspection prior to receiving a Cenificate of Occupancy and occupancy the building? Yes No ________ _ 5 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY PAGE 07 33. Are you aware that the Permit Application must be signed by the Owner or a written authority bei given for an Agent and that the party responsible for the project must comply 34. 35. 36. 37. 38 with theIR NO·-----~ 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 perfonning the work? The license number of the person perfom1ing the work will be required at ti e of applicable inspection. Yes No _________ __ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel!Sch ule Number for the lot you are applying for tlus permit on prior to submittal of a building rmit application? Your attention in this is appreciated Yes No Do you know that the local fire Ltrict may require you to submit plans for their review of fire safety issue8'1 Yes 1 No (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property:;·ior to issuance of a building permit that you will be required to obtain a grading permit? Yes ---- Are you aware that if you will he connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuancvofa Certificate of Occupancy? . . . Yes -"----- I hereby acknowledge that 1 have read, understand and answered these questions to the best of y ab 'lity. Date (evenings) Project Name: _ _.,CQ-=·;)J.\?""..,""'a'-'<;,(3..,· G2-\\~e;;o-....:S"--1.1' D~£.o.Jk.J~c-'£;;;,__ _________ _ Project Address: \ Y 0 TA L9 t-J Tf!,, .Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY PAGE 08 ~·· 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 detennined 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 pennits 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 November2006 7 ' 97062 547 94 PRESTI GI OUS PROPERTY PAG E 09 05/24/2007 09:30 ·-·· ·--- ~tech HEPWORTH -PAWLAK GEOTECHNICAL SUBSOIL STUDY li~:J ~W"rth -l':nda k Geotl.'rh ni \::•1. lnr 'ii\~~1 (:. •umy Run d 15 4 (;j l'll ll '!'o,~l ~pri n g:;, C.)lnrad<'• 816111 J·'ll oll11': 9il1·945-7\186 l'n;\: 97c1·9 4 5-~4 5 4 em ;~il : h pg~·t•@hp j~l'l'f ~ch cn m FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 41, FIRST EAGLES POINT TALON TRAIL BATTLEMENT MESA, COLORADO JOB NO.l07 0079 FEBRUARY 28, 2007 PREPARED FOR: JERJL YN GROSS 854 WEST BATTLEMENT MESA PARKWAY #F206 I)ARACHUTE, COLORADO 81635 ·-· ···--·-··-· .. -.... 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY PAGE 10 PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 41, First Eagles Point, Talon Trail, Battlement Mesa, Colorado. The project site is shown on Figure l. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Jerilyn Gross dated February 12, 2007. Hepworth- Pawlak Geotechnical, lnc. previously conducted a preliminary ge(Jtechnical study !()r development of the subdivision and presented our findings in a report dated November 21,2003,JobNo. 103680. An exploratory boring was drilled on the lot to obtain information on the general subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a single story wood frame structure with an attached garage. Ground floor will be stntctural over a crawlspace for the residence and slab-on- grade in the garage. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re"evaluate the recommendations contained in this report. -:-:-~:=-:=-----·-·-··-----··-------~-----·····--·------ Job No 1070079 ~ 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY PAGE 11 -2. SITE CONDITIONS The site was vacant at the time of our field exploration. The ground surface is relatively flat with a gentle slope down to the northwest. There was about 3 to 4 feet of elevation difference across the lot. There could be some minor fill on the lot from overlot grading as part ofthe subdivision development. Vegetation consists of sparse grass and weeds. Spencer Parkway is located to the east and a fairly large ephemeral (dry) drainage channel is located to the nmihwest of the property. FIELD EXPLORATION The field exploration for the project was conducted on February 16, 2007. One exploratory boring was drilled at the location shown on Figure J to evaluate the subsurface conditions. The bori11g was advanced with 4 inch diameter continuous flight augers powered by a truck-mounted CME-4513 drill rig. The boring was Jogged by a representative of llepworth-Pawlak Geotechnical, Inc_ Samples of the subsoils were taken with a 2 inch !D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS A graphic log of the subsurface conditions encountered at the site is shown on Figure 2. The subsoils consist of about y, foot of organic topsoil and 2Y, feet of medium stiff to stiff, sandy silty clay with scattered gravel overlying relatively dense, basalt gravel, cobbles and boulders in a sandy clay matrix. A boring drilled to the west of Lot 41 as part of the preliminary ~tudy encountered about 7 feet of clay overlying the basalt gravel and no free water to the drilled depth of II feet in October 2003. Laboratory testing performed on samples obtained from the boring included natural moisture content, density and finer than sand size gradation analyses. Results of swell- Job No. 107 0079 05/24/2007 09:30 9705254794 PRESTIGIOUS PROPERTY PAGE 12 -3 - consolidation testing performed on relatively undisturbed drive samples of the clay soils and clay matrix of the gravels, presented on Figure 4, generally indicate low to moderate compressibility under conditions of loading and wetting. The sample from Boring 1 at I 0 feet showed a minor expansion potential when wetted under a constant light surcharge. The laboratory testing is summarized in Table ]_ No free water was encountered in the boring at the time of drilling and the subsoils were slightly moi"t to moist FOUNDATION BEARING CONDITIONS Some of the clay subsoils encountered in the First Eagles Point development possess an expansion potential when wetted. Surface runof( landscape irrigation, and utility leakage are possible sources of water which could cause wetting. The settlement/heave potential of the subgrade should be further evaluated at the time of construction. The rock content of the subsoils will help mitigate the expansion potential and placing the foundation entirely on the basalt gravels should provide a relatively ]ow risk of foundation movement. DESIGN RECOMMEND A TlONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural gravel subsoils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural gravel subsoils should be designed for an allowable bearing presSttre of2,000 psf. Based on experience, we expect settlement/heave of footings designed and constructed as discussed in this section will be about 1 inch or less. There could be some additional differential movement of footings if the clay matrix soils become wetted. Job No. 107 0079 -·-----·-----~ 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY PAGE 13 - 4 - 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection Placement of foundations <It least 36 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 l'cec Foundati<.>n walls acting as retaining structures should also be designed to resist a lateral earth pressure corresponding to an eyuivalent fluid unit weight of at least 50 pcf Backfill should not contain vegetation, topsoil and rock larger than about 6 inches. 5) All existing 1111, topsoil and any loose or disturbed soils should be removed and the footing bearing level extended d<.lWn to the natural soils. The exposed soils in footing area should then be moistened and compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. Fl ,OOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab- on-grade construction. The clay soib have variable settlement/heave potential which could result in some slab movement if the clay bearing soils become wetted. 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 lor joint spacing and slab reinforcement should be established by the designer ba~ed on experience and the intended slab use. A minimum 4 inch layer of lrec-draining gravel should be placed beneath interior slabs-on-grade to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve . ... -----------------------------·----·--· ------·-- lob No. 107 0079 05/24/2007 09:30 9705254794 PRESTIGIOUS PROPERTY PAGE 14 - 5 - All flll 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, topsoll and oversized rock. SURJACE DRAJNAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Jnundation of the foundation excavations ~nd 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. 3) The ground surface ~urrounding 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 lirst I 0 feet in unpaved areas and a minimum slope of 3 inches in the lirst I 0 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfilL 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. LIMITATIONS This study ha~ I;Jeen conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location indicated on Figure I, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include extrapolation of the subsurface conditions identit1ed at Jot> No. I 07 0079 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY the exp.loratory boring and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those dtoscribed in this report, we should be notified so that rc· evaluation of the recommendations may be made. PAGE 15 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 !leld services during construction to review and monitor the implementation of our recommendations, and t<) vedfy 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 t1 II by a representative of the geotechnical engmeer. Respectfully Submitted, Reviewed by: Steven L. Pawlak, P.E. JZNvad JobNo.J07007-9 -··-·······-----·-··-····----~-·-·--·· 05/24/2007 09:30 LOT 40 9705254794 PRESTIGIOUS PROPERTY DRAINAGE CHANNEL OPEN SPACE ~--------- 1 '\ '\ I '\ I ' ' I ', ' I ' I ', I BORING 1 ', ., I • ) I I 1 I 1 I I I LOT41 I I I I I I I \ I \ / \._____ I ---.~ TALON TRAIL - I I LOT 42 PAGE 16 APPROXIMATE SCALE 107 0079 ~, LOCATION OF EXPLORATORY BORING Figure 1 HJEPWORTH-PA.WLAK GI:O'l'Ji!OHNICAL 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY PAGE 17 BORING 1 0 0 15/12 WC=8.8 DD=103 5 45/12 5 10 20112 10 WC=95 1il 31 DD•111 (!) "-~:.?QOtc~64 "- -"' -'= 0. 0. " Q) 0 0 15 25112 15 20 44/12 20 25 25 NOTE: Explanation of symbols is shown on Figure 3. 107 0079 c&"'&.ect • LOG OF EXPLORATORY BORING Figure 2 HE:PWORni'P A WlJ!J( GIIO'J'ECHNICAL 05/24/2007 09:30 9705254794 PRESTIGIOUS PROPERTY LEGEND: TOPSOIL; sandy silty clay, organics, roots, firm, moist, brown. CLAY (CL); silty, sandy, scattered gravel, medium stiff to stiff, slightly moist, brown. BASALT GRAVEL AND COBBLES (GC): in a sandy clay matrix, with possible small boulders, dense, slightly moist, brown Relatively undisturbed drive sample: 2-inch I. D. Caiifornia liner sample. Drive sample blow count: indicates that 15 blows of a 140 pound hammer falling 30 inches were 15/12 required to drive the California sampler 12 inches. NOTES: 1, The exploratory boring was drilled on February 16, 2007 with a 4-inch diameter continuous flight pcwer auger. 2. The exploratory boring location was measured approximately by pacing from features shown on the site plan provided. 3. The exploratory boring elevation was not measured and the log of exploratory boring is drawn to depth. PAGE 18 4. The exploratory boring location should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the boring at the time of drilling. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC ~ Water Content (%) DD ~ Dry Density (pcf) -200 ~ Percent passing No. 200 sieve 107 0079 "~~~~J_ _______ L_E_G_E_N_D_A_N_o_N_o_T_E_s ________ LF-ig_u_r_e __ 3_j 05/24/2007 09:30 9706254794 PRESTIGIOUS PROPERTY PAGE 19 ---------·-·--·--·----·-----------. 0,1 1.0 10 1()1] ~------r·---1--r·--T· ··nr--·--_ --l~:-~~~,-~~~~-~~,,~,-,;~;;;··--;~·~--------------;:~-:;;~·,;1 ----·· .,-.. ·-··-·-r····-· --·---· -· -~---·····--··· _, ..... ~--:·l;llilpluol s,:1ndy [J(W wrtl1 Gmvc:J MHII'ix lr(.li!l [:lOfllltJ 1 :11 10 Fi!!!l ·i'·' ~ -t --· ffi ---,"1'---t II ! ! I I ffll~ •;' I --------1-+--;;~_~",~,-;A-_~'"J" .. -·-·-··· ~-----·t··--r--·-----~- r·, I I '•Vi"'l'llr'IIJ 1 I I I · i{; ;i\ -~ :-l _____ J __ J_J_J __ UJrl.. ______ l ___ __i_JjJ ---------r---1 __1_1 _ _1__11 I ·-··-........ ~ .,....... ·-···-· -----··-'h -----··---··---------------+---+-- ---------------+--+··· . --.. -. ·-----------· ---·-· ..... I I l________ _ _ _______ L.Ll.LLlL __ .. ______ ..l __ _l ___ l __ .U1Ll.~-----··· __ L__ LJ ___ U_lJJJ 0.1 10 10 100 IU/OU/8 SWI i I .. (:()N~)OUL!A liON I f:SI 11/:SUUS ' SAMPLE LCCATIOtl NATUAAL NATURAL I MOISTURE DRY BORING I DEPTH CONTENT DENSITY : _\fi) \~ (Ocf1 1 ' 2 8.8 103 ! I 10 9.5 111 I I I ' ! I r i I ' ' ' I ' I I i I i ' ' I i i ' ! I ! I ' ' I ! : ' ! I ' ' ; I I I _l ----'--- HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS GRADATION I PERCENT ATTERBERG UMITS GRAVEL SAND I PASSH'IG UQU!D PlASTIC ' NO. 200 LIMIT INDEX (%) (%) i 1 ' SIEVE ' ' (o/o) (%\ I ' i ; i l ! 64 ' l i i i j i ' ' t ' ! I ! ! ' ; i i j ' ! ! i I I ' i I i I I i I I ' I ': ' I UNCONFINED I I COMPRESSIVE I ' ' STRENGTH i I i {P5F) ' ! ! ; ' ' \ ' : ' ! ' ' i ~ I I I ' i Job No. 107 0079 . SOIL OR !l<;DROCK TYPE Sandy Silty Clay Sandy Clay with Gravel Matrix (S) U1 ..... "' " ..... "' (S) (S) -..J (S) "' w (S) "' -..J (S) "' "' (Jl " -..J "' " "U Rl (f) """ H "' H ~ ;g ~ ;o """ -< "U 1fl f'l "' (S) COUNTY OF GARFIELD • BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone(970)945·8212 I have this day inspected this structure and these premises and found the following corrections needed: t)~~0A£~d -r-~~~1~~ 2)~~~~ ~ You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. 20 D7 Building Inspector --~~=-.-::ct.<"-<-~flt<-L.J....,,e'-'•"""''"'~"""""=:c---- Phone (970) 945-8212 No. -'---/ 0=5"=::::....c..:/ ():::_"' __ Assessor's Parcel Nod, C({) 1-11 c) -I I -o <f/ Date /tJ /13} 0 ? I I __}IUI~DINO PERMIT CARD · JobAddren _ _a~~/~0~~·~ )JCZNf..~g/635 '/o-!Lf-1 ~<Jit~wf- owner ~· ~ AddressCg5~~~vTP?i~#3'79-1:58 Contractor~-~ AddressO'ffs~ i)j. ~f~~one # .J19-S(.Y' 1 ~backs: Front Rear RH LH Zoning ' .I r liyt ~f_~i_UJ C,'->) . INSPECTIONS ~~~~i~;st ~ ~~)f::==' ==::r-~=~~~%~~~o_f_in_g------c--:--:--::c...----,,.,...,--- F o u nda 11 on ~ • Electrical Rough (State) -L!I!I"---'· f'-'0!<..-=-=="_;_-=-='*--- Grout Electrical Fjpal (§tate) ~ • o '~- Underground Plumbing Final/1-·/ '1-0 ?/Checklist Q>IJm!leted?.-:;~.t¥.7t:::::.. Rough Plumbing /&· lf-~D J&m Certificate Occupancy # ~4 Framing 10 ~ jl ~ 07_ _ Date \':5~0ed ~-03- lnsulation I{)-15·07 Septic System #=~§114§~======== Roofing Date Drywall II/) • J-4=1> L.&h::f>. · Final Gas Piping 10-'tf~O?~ Othe0-".C"-'~==..:..-~-+----"t?+/-'-lt"--------- EXTERIOR Address No.------------- Drainage-------------- Decks-support & clearance to wood ------ Decks-stairs & ralls----------- Exterior locks ---~------- Flashing around doors & windows------- Insect screens ___________ _ INTERIOR GARAGE Fire wall separation __________ _ Service doors-1%" min.---------- Door (20 min.) w/auto closer-1%" min. _____ _ Mach. equip. 18" above floor _______ _ No opening into steeping area•-------- BASEMENT·CRAWL AREA Access _____________ _ Insulation--------~---- Headroom/Stairs; ___________ _ Ventilation------------- NOTES FINAL CHECKLIST MECHANICAL ROOM Boiler· ___________ _ Hot water _________ _ FA gas/oil _________ _ Floor drain _________ _ Clearanca•----------- Air con. system•--------- Hot water heater-------- Combustion air _________ _ Gas piping, valves _____ __c __ LPG Drain---------- FIREPLACE/STOVE Clearance to combustibles•------ Terminalion of chimneyi------- Combustion airr ________ _ Hearth (12" or 20" on sides) ____ _ Glass doors _________ _ Certified by::_--------- REMARKS (continue on back) STAIRWAYS Headroom (6'6") ---------- Railing & guardrails --------- Width __ ~--------- Rise & run------------ KITCHEN Clearance above grill ________ _ Exhaust fan __________ _ Broiler exhaust (1 hr. chase)------- BEDROOMS Egress•------------- Smoke detector---------- BATHROOMS Exhaust fan __________ _ Shatterproof glass ________ _ OTHER Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information A§sessor/Ireasl!rcrPropertySellrch I f\ssessor Substl_QJJIT)' I Asses~r_S;:tles Search Clerk&-Recorder.Reception.Seltrc;h Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II I o8o II Account Number II Parcel Number II Mill Levy I R042205 II 240717211041 II 39.826 I Owner Name and Mailing Address !GROSS, GRANT & JERILYN I 1854 W BATTLEMENT PKWY F206 I !PARACHUTE, CO 81635 I Legal Description lsECT,TWN,RNG:l?-7-95 SUB:FIRST I !EAGLES POINT LOT:41 PRE:R770006 IBK:0735 PG:0142 BK:0601 PG:0658 IBK:1902 PG:0725 RECPT:719005 IBK:1902 PG:0693 RECPT:719000 IBK:1894 PG:660 RECPT:717240 BK:1894 IPG:659 RECPT:717239 BK: 1763 PG:42 IRECPT:690211 BK:1624 PG:286 IRECPT:660189 BK:1703 PG:330 IRECPT:677438 BK:1703 PG:327 IRECPT:677437 BK:1668 PG:443 IRECPT:669853 BK:1650 PG:358 IRECPT:665807 BK:1650 PG:355 IRECPT:665806 BK: 1636 PG:378 IRECPT:662798 BK:1624 PG:389 IRECPT:660193 BK:1624 PG:306 http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=240717211 041 6/12/2007 Parcel Detail Page 2 of 3 IRECPT:660192 BK:1624 PG:288 IRECPT:660190BK:l615 PG:504 IRECPT:658359 BK:1604 PG:906 IRECPT:655941 BK:1575 PG:7 IRECPT:649590 BK: 1575 PG: 11 IRECPT:649591 BK:0780 PG:0729 IBK:0780 PG:0722 BK:0780 PG:0718 IBK:0773 PG:0475 BK:0769 PG:0647 IBK:0769 PG:0643 BK:0769 PG:0639 IBK:0769 PG:0518 BK:0729 PG:023I I Location Physical Address: 11140 TALON TR PARACHUTE I Subdivision: IIFIRST EAGLES POINT I Land Acres: llo Land Sq Ft: !III ,224 I Section II Township II Range I 17 II 7 II 95 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 26,53011 7,6901 I Improvements: II oil ol I Total: II 26,53011 7,6901 Sale Date: 11217/2007 Sale Price: 1160,000 Basic Building Characteristics Number of Residential jo I Buildings: Number of Comm/Ind 0 Buildings: No Building Records Found Tax Information http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=2407I72II 04I 6/12/2007 Parcel Detail I Tax Year Transaction Type Amount I I 2006 Tax Payment: Whole ($170.84)1 I 2006 Tax Amount $170.841 I 2005 Tax Payment: Whole ($29.50)1 I 2005 Tax Amount II $29.501 Top of Page Assessor Database Search Options I Treasurer Database Search Options C:lerlc_&_Recm~clex. Databasgs_e<lr~b QptiQJJs Garfield County Home Page Page 3 of 3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Gooc!TmnsSoftl'{are. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=240717211 041 6112/2007