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Home My WebLink AboutMATTERHORN VILLAGE LOT 11 part of LEGAL (2)co\iur(rf cEvELoF\*.hr Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tef: 970.479.2139 tax: 970.479.2452 web: www.vailgov.com Project Name: ARRIGONI CONCEPTUAL Project Description: CONCEPTUAL REVIEW OF A NEW HOUSE Participants: DRB Number: DRB060538 LU27/2006 LoE 11-A Block Subdivision: MATTERHORN VILLAGE FIL # 2103-123-1203-5 Final DRB application is required OWNER GENEVA LLC PO BOX 3125 VAIL co 81657 APPLICANT SHEPHERD RESOURCES/ INC. 1112712006 Phone: 949-3302 PO BOX 1524 AVON co 81620 License: C000002193 1722 GENEVA DR VAIL Location: 1722 GENEVA DR.PrcjectAddress: Legal Description: Parcel Number: Comments: BOARD/STAFF ACTION Action: CONCEPT Conditions: Cond: 200 A conceptual review is NOT a Design Review Board approval. Cond: 113 All development applications submitted to the Town after the effective date of Ordinance 26, Series 2006 shall be subject to the pending employee housing regulations in whatever form they are finally adopted; provided, however, that if the Town fails to adopt the pending employee housing regulations by April 15, 2007 , this Ordinance shall not apply to such development applications. Planner: George Ruther NOV-47-2AA6 10:51 Fr om:ARRIGONI l^lOODS) LL; t't /'t)!o uu:4, lAr Ttpo qf Rcvlow ind FGc! P.?/?t4tuur/uul DcFartflent d Cofinunly h|lbPrn€nt ?5 soLilh Frontsle Roilt \4lt 6lorl|b 81657 tef : 970.4t92U8 te, 9 nA7ft.2152w* wwv.rn gpv.l+m Gacrrl bfumatiott: Att pn ir(tr rqtf0 drsn {cMcy| flxrd refltre aFaovd pds b flmUrE a h/ltshg Fmit.pPfEtin, Fb5c 6fqr to hc g.dtnllal rcqlirEments for dle partblar aDfval that b rqueg. An apdEadon lbr Oedn RE rl(rv €annot bc accEfrd un$l-dl EqulEd lrfo.inr6on lt ffith,td by th. Ommw*y Dsvebprnent De99qn€rt TIE profca rnrr nh; nccd b bc fclictycd by drc To$n Coutll ildor Ue Pbnnhq tnd ftvlrorrl|uilil GmmEdon. iteiien .;ew spproval le6€3 trrhls a buildhg petfidt b lJ6ued and lorrstudion cdntrenct witlrln qr€ laar ct ltra rFPFgvrl. oecfrlpdonpl dro Roqsws Lc.tio|l of tl|e Proposal! roc l[A god.r- grbdivisiontltrfa Phrdclf ^ddrcls, \1't'l- 6GNNF W, ,{ttu- parcd f,o.: LlOTrAgl@1 (Cortact Eade Co, Asscssor at 9tr32&8640 for parcd no-) Zonlng: farne(a) of Owne(s):s;AuL,;Tt NA lW+6at t llalllnE Addrcssr OrflrGr(r:l ilane of Aplicantt Irlailing AddrEE:Erb\E Gcl-1 Phonci Far: F 6l 0r.D R& q cl tr - tr Srglrs lftm,4arl na*w b t|ct Conerrro,rrrtr Aduon )4trr At?ratiar (muli+atulv/comn1ud!D Mhr Aftartfldl ($Elefdmfly/duDl€x) (hngu to Ap6rvcd Hans S$ur![on REU?st 91@ 479 IAls,To:97@9495L?7 Coneptual Review Applicstion for Decign Revieur $s0 Itb Fc! #50 1300 s250 520 ta l'lo Fee Itt6rA'.A. g$ lL00 pcr !q|lD;t fst of bbl slgn rrcr. For o,El|Cdon ol a nerv hrlldlng B emq/rEDuild. hr m dfihn wtrdt tquorc fgohgc 19 pdCed b any rtdfinual r omrcrciirt btilding (includes 250 additioffi A Inbrld cillt€rCons)' tur rntrr cl€rEes to builtihoE sld 4t0 lfiD|t\snErts, sjch tlf nlr66alng, pdnuhg, wltsi t adoitixl+ lardscaping, aences and rctitlnlng wolla cts, For lrdrE dlanqEs b bulldings ard sle inHovemerts, sJd'l c, r?reqfrtg, pinunO wirgovr ddldm4 hndmPirE hnccr ord Ehhhgtfl'lBeE For lG&tons to pEE rhldly rp|D|f,d bY Plonntng stctr Or tllc oeslon na4eu8oilt. CONCEPTUAL DESIGN REVIEW SU BMITTAL REQUIREMENTS GEl{ERAL INFORMATIOT{ The conceptual review is intended to give the applicant a basic understanding ofthe compatibility of the proposal with the Town's Design Guidelines. The DRB does not vote on conceptual reviews. Complete applications must be submitted two (2) weeks prior to a scheduled DRB meeting. I, SUBMITTALREQUIREMEilTS -/Z-- A conceptual site and landscape plan at a minimum scale of 1"=20' or larger;g Conceptual architectural elevations showing odedor materials and a desoip0on of the ,/ character of the proposd structure or structures;V Completed DRB application form. tr |{1, Written approval from a condominium association, landlord and joint owne(if applicable). II. PROCEDURE Upon receipt of an application for conceptual design review, the Department of Cnmmunity Development shall review the submitted materials for general compliance with the appropriate requirements of the zoning code. If the proposal is in basic compliance with the zoning ode requirements, the proFct shall be forwarded to the DRB for coneptual review. If the application is not generally in ompliance with zoning code requirements, the application and submittal materials shall be returnd to the applicant with a written explanation as to why the Community Development Department staff has found the project not to be in compliance with zoning code requirements, Once a complete application has been received, the DRB shall reMew the submitted con@ptual review application and supporting material in order to determine whether or not the project generally complies with the design guidelines. The DRB does not vote on conceptual reviews. ilI. DESIGN REVIEW BOARD MEETING REOUIREMENTS For new construction and additions, the applicant must stake and tape the poect site to indicate property lines, proposed buildings and building corners. All trees to be removed must be taped. The applicant must ensure that staking done during the winter is not buried by snow, All site tapings and staking must be completed prior to the day of the DRB meeting. The applicant, or their representative, shall be prernt at the Design Review Board Hearing. Applicanb who fail to appear before the Design Review Board on their scheduled meeting date and who have not asked in advane that discussion on their item be postponed, will have their items removed from the DRB agenda until such time as the item has been republished, F:\cdev\FoRMs\Permits\Phnning\DRB\drb_conceptual_10-18-2006doc Page 2 of 4 1t12312005 ,OI1{T PROPERW OWl{ER WRITTEN APPROVAT LETTER I, (print name)a joint owner of property located at provide this letter as written approval of the plans dated which have been submitted to the Town of Vail Community Development Department for the proposed impro\€ments to be completed at the address noted abore. I understand that the proposed improvements include: (Signature)(Date) AddiUonally, please check the statement below which is most applicable to you: D I urdercfrnd tlnt mircr mdifications may b made to dE plans orcr tln outs of Ute review proess to ensure compliance with the TownS appliable da and rqulations. (/nthb/ iere) D I rquest that att modifiations, minor or oth*wie, whidt are made to ttte ptans o,rer the coutse of the review prues, fu brought to ny attention by the applicant for additional aryroval bebte undergoirE further review by the Town. //zr7tb/ lere) Jbt rl?ropeny owtq /elcr r?uied /0/,/E/2M6 Er F:\dev\FoRMs\PemiE\Planning\DRB\drb_conceptualr0-18-2005.doc Page 3 of 4 Lrl23l200s Town of VailSurvey Gommunity Development Department Russell Forrest, Director, (970) 479-213s Check alf that.apply Date: \\.?--t.zLa 1. \Mich Department(s) did you contact? Building Environmental Housing_ .Admin-Planning --DRB v/ PEc_ 2. Was your initial contactwith our staff immed iate-v(slow.or no oneavailable ? 3. lf you were required to wait, how long was it before you were nef neOZ ht/ f\ 4. Was your project reviewed on a timely basis?@/No lf no, why not? 5. Was this your first time to file a DRB "pp-N..'1L peC app- Bldg Permit N/A_ 6. ,(lease rate the performance of the staff person who assisted you: (s)32 i (5 is high) Name: Vuqttwfl\kttqro _(knowledge, responsiveness, availability) 7. Overall effectiveness of the Front Service Counter. 51@21 (5 is high) 8. What is the best time of day for you to use the Front Service Counter?@fu>*f fltvttrr.r> 8. What comments do you have which would allow us to better serve you next time? Thank you for taking the time to complete this survey. We are committed to improving our service. F:\de\,\FoRl'ls\Permits\Phnning\DRB\d6_concephEll0-18-2006.doc Page 4 of 4 ru23n00s i / ZoNECHECK /\ I t Ia--D.^tc:_-d_JJJJ!)_ -___.--_,__ ,L Addrcss O'sncr .,\.rch i tcc t Zonc district Lotsizc I Lcgal dcscription: Lot /l Block ;',i][---- -Fru"srr 5 Ft ,.',It Jlo.t Pbonc Phonc hoposcd usc Brdldablc arca * 675 = 425 crcdir plus 250 addition . Sidcs .l 5, Kear 15' Allorvcd Existing . proposcd Total. ,/, /. \ ,t:Je?t'. /a",) +37374 = 3.Ts1* Rcmaining rotarGuA ,1&d - P;nlafycRlA soqg.rylggy CRFA Docs tiis rcqucst involvc a 250 Addition? NO Horv much of tlc allowcd 2j0 Addirion is uscd with Ns rcqucst? €d.sitcco'cragc (;u"t;.3,,.?q3p.\ .,- -(,:i:i;,?,t'= l,rt?7e 3oe+ Hcigbt el)(Jtt/ Scrbacks Fronr .,. 20, ,/_ L-sndscaping Minimum ft)" Rctaining \\rall Hcig[ts 3, I 6, /-P'king Rcquircd_--_ \ Il a F-'r-- --- -. ,EncloScdcarrgcircdit (j00)(@(e00).(r200) Sjt\_,.Drivcrvay pcrmincd sropc ./Z ,7" proposcd stop" /() -n Conrplics rvirh TOV Liglring Ontinancc Vrs .. y' _ No_ ( t CV t__ ; Arc finishcd gradcs lcss tlan 2:l (50%) y"r_ L Wo EnrironmcntaWlazards I ) pcrccnt Slopc (< > 2) Floodplain 3) Wcrlands 4) Writcr Course Sctback (30) (5 5) Ccologic Hazards a) Snorv Avalanchc b) Rocldall c) Dcbris Florv Pro'ious condirions ofapproval (chcck propcrty filc); ,-rJ 'fz.-,l ,-t t ,' tl /.g+ ls rhc propcrfy non-conforming? Dcscribc: DESIGN REVIE}Y CHECKLIST Projcct: @sunvey Sealc Bcnchmark Lcgal dcscription Lot Sizc Buildablc Area E:scmcnts Topography t Vatcr Coursc Sctback Ent ironmen hl Hazards Trees Utility locations / .--..-._ Spot clcvations / TZ slrs pLAN Scalc Building Height Sclbacks Sitc Covcragc Eavis/Ovcrhangs (4) Dccl:s6alconics uaragc conncction . Sitc Cndc\Slopc Rctaining Waltr Fcnccs Puking/Oaragc Turnbg Radius Drivcrry (access and gradc) I Scalc GRFA. .250 additional GRFA Crarvl\4ffic Spacc Scale -:- Color\\{aterials Lcgcnd ous Condo Approva.l Titlc rcport (A & B) Ufility vcrifi carion form Photos of sitc Buil ding matcrial samplcs C.O. Vcrification Sun\Shadc Anglcs Utiliti cs (undcrground), Vicrv Corridors. Varian ccs PIat rsstrictions \oof pitch ffremscepEpLAN Existlng rccs - .Proposcd bccs SCELLA}.IE /A/ -,/ I'/ ,)VI -7- // Snorv Storagc 6ruqr"1*o 1 Architcct Pbonc Phonc Zonc Lot sizc Proposcd usc Brrildablc arca Total GRFA Prinrary * 675 = 425 crcdit plus 250 addition Docs tlris rcqucst invotvc a 250 Addition? /1/+ How much.of tlc allowcd ZjO Addition is uscd with this rcqucst?_ ZONE CHECK on., tA /do /o,/ fiT"T'TH;"*2 Otncr ,n , Allorvcd ExiStinq .. proposcd Total 't,l,po| rrt =-{_Jr/ @> * trssj| = >g?!@- * = Jre4 Gb%->a3! GOfP Vfinimum hO Y" 3'l 6' ' tl RequLcd a Pcrmittcd Slopc ---:" proposcd Stop[.-_gr" Vne \l^ IcS Nn l) Pcrccnt Slopc (< >30% 2) Floodplain 3) lVctlands 4) Wdtcr Course Sctback (30) (5 5) Gcologic Hazards a) Snorv Avalanchc b) Roclfall c) Dcbris Florv Encloscd Rcmaining -;- d6sf'--_;_- o Sitc Covcragc Hcight Sctbacks Landscaping Rctaining Wall Hcigtrrs Parking Caragc Crcdit Drivcrvay Fron t Sidcs Rcar ,, 20, '.! s' 15, dL] / 3)'L2 1io(@1loo11rzoo1 Conrplics rvith TOV Liglting Orclinancc Arc finishcd gradcs lcss tlan 2:l (50%) Enviro n m cn ta L/llaz:rds Prcvious condjrions of approval (chcck propcrty filc); ts thc propcrty non-conforming? r*"nt", ) DESIGN REVIE!Y CIIECKLIST Projcct: . OSURVEY Scalc -....:- Bcnchmark _- Lcgal dcscription -:- Lot Sizc Buildablc Arca Eascmcnts Topograpby 100 yr. flood plain Watcr Counc Sctback Environmen al Hazards Trees Utility Iocations Spot clcvations tr FLooRPLA}{S MISCELLANEOUS il - Condo Approval Tirlc rcport (A & B) Utilig verifi cation form Photos of sitc -_ Building matcrial sarnplcs C.O. Vcrification Utilities (un dcrgroun d) Vicrv Corridom. Varianccs Plat rcstictions O ffi*hotn [;lt"'7' lrf /lO TOI'Nffi Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 97O.479.2L9 fax: 970.479.2452 web: www.ci.vail,co.us Project Name: ARRIGONI NEW RESIDENCE DRB Number: DR8050043 Project Description: NEW RESIDENCE Participants: OWNER ARRIGONI, BAl2 & CHRISTINA 0210712005 Phone: 479-1800 PO BOX 3125 VAIL co 816s8 License: APPUCANT SHEPHERD RESOURCES, INC, 0210712005 Phone: 949-3302 ADAM HARRISON PO BOX 3125 VAIL co 81658 License: ProjectAddress: 1718 GENEVA DRVAIL Location: 1718 GENEVA DR. Legal Description: Lot: 11-B Blodc Subdivision: MATTERHORN VILTAGE FIL # Parcel Number: 210312312036 Comments: Seeconditions BOARD/STAFF ACTION Motion By: Rogers Action: APPROVED Second By: Mathias Vote: 5-0-0 Date of Approvaa': 031021200s Conditions: Cond:8 (P|-AN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PI-AN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the dat€ of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0006955 ,n.ntr the wallplane (instead of being flush, as drawn) and be shown as such on buiHing pemit set of plans. @nd: @N0006955 That the synthetic slate rmf materlal be ttrc Tamko "Dnsk Gr€y". Planner: MaEcennett DRBFeePaid: 1650.00 O @rz-f{'-r"-( New Construction Application for Design Review Dcp.rtneflt of ComnunEy t evelopmenl 75 South Frontlgo Rod, Veilr Coloradq 91557 tiEl: 970,.{79,2139' ld',: 970.q9.t452 hreb i urrrfw,vtilgoy,co|n Genet? | Informadon: All p'0 ecJ rcQulrlng desrgn rcvlew ru}t recebe apploval Frlor to sutrnrtung a buitdtnd permtt .pptl.0!on. plsere refrf b.fic submltnl rcqulcmcnts tbr thc Dodcrbr appmval that is recueied. rn aijttotion ior D$iOn Rwjeri crn_nqi bc eccrfrd untl all mquired infonn€uon Ir rccal'red by Sre Communlty Devetopment Deparfmont ltrc foJec mly llro n€€d to h. nvicr,tred lry tie Town ccurE and/or tne p{rnnini JrC Envilonmerbl Ccnrmirsion, 06tign lfilaw .PDtoYit.lrprG5 wrless a building parnlt b IsEu€d rnd eirtructlon commences withingne ysrr d tba rppreyrl, DescrlDtlon of tJrc Request: _LbaeL. e*fir0anrcf . , t-r , , . . Locetton of tjre proporal! rrt llSai*r,- subdtvrsron; MrrTfEsr+cd ylu-fo a fu. Phyrlcrt Addrrcrr lTtB_ ae*ev* ouVe-,, vAru nrrccl No.:?&.ll!t1,Llo?_t__ (Conbd Eagle Co. Assessr ar g7G3Z&8640 for parcel no.) lontng; -tq^Jo Fi{ r.r t[ Ptr-tpt.--..i /gE€a.ro/rGy_.Be* Nrme(r) €doilmrr(r)t t'trlllng Addrecoi Ownor(s) Slgnature(s): _ NrrnrofAppllcant 9rtsefqC.Ep. ..-becor.lc"d.€6 lN.l +-. (ff,F^ Ut/z,Er.oAl ) Hulllng Addrerc: Typc of Revlew rnd Fcc: r D.ggnr \ &nceptuot Revl€yY tr N€tr/ @nr!!c!on O &dlt:on D Mir,or Alhretion (rnult-hmlly/cornmemlal) MiFor AltlrEtor (Eh9 h!-f|mlyi dudex) ch3ngr to ApprovFd Raru Srf rrlon Raquest t30 PlIl[ f1.00 pr sqr.rare foot of tobl sign a't!, llo ftE Fot @nsvucion of a n3w bJildh! or demo/r€build. Flr 0n rddidon wherc squrr.e foobce is added to aoy coflrnrrclrl bulldlrg (ldudes e50 addlgons & Jnterinr FOr mhor drsnges to tuiidirqs and dt irnDtownenE, reroofngr Fhunq, dndoer addtlon5, lAndscEping, funres ,rruj rctaininE wrllr, rtcF20 For mlnor dr[ngiec tn bllldlqg! ard sitp InrDrov€,rrlrtB, such rs, |tr€6nng, p6hun9, windorJ addihons, hno3crping, feocqe and .|bining wdb, €tc 5-lu for fe{sons b plan alrGdy apD,oveJ Dy 91anxh9 Sbff or $e Drc'gn Raicw 6oad. No F€e Prcjeqt l{o,i sc00M INo9IEW ZEtEr b00z',0l 3g( -REGHIVEp i 11pg 1;;,14 idertlei or li3rovfqmrnEV' $6so 1300 $250 - tr I e6ed Plenner: t/s b5 00 000-0 00-0 00 DoUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX I624 AVO N COLORADO 8I62O r970 949 3302 F970 949 5t2l WWW.SRIARCHITECT.COM December ll 2004 Town of Vail, Design Review Board Matt Gennett, Planner ll 75 South Frontage Road Vail Co 81657 ARRIGONI RESIDENCE I7I8 GENEVA DRIVE PROJECT # 0437 CONCEPTUAL DRB SUBMITTAL Dear Matt, The Arrigoni Residence is a proposed new single family residence with a lock-of studio; however, there is an existing home on the lot that will be completely demolished. The attached package and information is submitted for Conceptual Review for the meeting on January 5 2005. I The project is classifled (12-6D-2. Permitted Uses) as Two-Family PrimaryTSecondary Residential, 2 The lot area is .254 acres or | | ,465 square feet. Refer to the Topographic Survey included within this package. 3 The fi:ont setback is 20'-0" and the sides and back are l5'-0" (12-6D-6: Setbacks). 4 Site Coverage is stated as 207o of the total site area ( l2-6D-9: Site Coverage) | | ,465 s.f. x ,20 = 7,293 s.f . maximum site coverage; our proposed she coverage is approximately | ,536 s.f. 5 The maximum allowable height is stated as 33' for a sloped roof ( l2-5D-7: Height); our proposed maximum height is approximately 32'. 6 ThemaximumGRFAis450,6of siteareaupto 10,000s.f. and3SVo of siteareabetuveen l0,000and l5 000 s.f The lot is | 1,455 s.f., 10,000 x .46 - 4,600 s.f., plus I ,465 x .38 - 557 s.f.rtotal equals 4,600 + 557 = 5, 157 s,f. is the total allowable GRFA for the lot. The proposed residence is approximately 3,589 s.f. with a 574 s.f. garage. 7 The required parking is 2.5 spaces for the main residence and | .5 spaces for the lock-off studio. We are proposing two garage spaces and two exterior spaces located on the hammerhead of the driveway ( l2- l0- l0: Parking Requirements Schedule). 8 The required area of landscaping is at least 50 7o of the lot area. The landscaped area proposed will exceed 60 %. IT RE: ll ll .\ AREA SUMMARY Lower Level 1,039 square feet lYain Level |,597 Upper Level 958 Total 3 589 square feet Garage 574 s.f. \{4th Best Regards, Adam Harrison Project Manager, Shepherd Resources, Inc. IT tl TT TMNSMITTAL Town of Vail DoucLAs MTLLER DECHANT ARcHrrEcrs SHEPHERD RESOURCES INC / AIA POS- OFFTCt BOX 624 AVO N COLORADO 8I62O T970 949 3302 F970 949 5t2 WWW.SRIARCH TECT.COI'4 TO: NR F, FILE CATEGORY: o4?7 PROIECT NO: IT Arrigoni Residence PROJECT NAME: Matt Gennett, Elisabeth Ecker r2- r3-04 hand Conceptual DRB TRANSMITTALMA: APPROVAL x RICORD 3 I x REVIEW & COI'IMENT x I.JSE x INFORMAT ON OTHER COI'4MENT5 ll DATE REEE-EVET 0[U 1 .r iuu4 TOV.COM.DEV. coPrEs ro (2 copies) O',rner Adam Harrison ll --4 ,/'4lwl New Construction Location of the proposat; t-ot: \ \ Block:- suuoivision:fn\A<f'aal'l-a+l Vlr*ar'rrz Fu ' \ physicatAddress: \1\?' GA\p'rJl vrz' tV l'^t-- parcel No.r 1-ro A,\-2,-4\.1- o9c, (Contact Eagle co. Assessor at 970-328-8640 for parcel no.) Zoning: {1J" ^r-rt"1 "{'"?'"1 /r * Name(s) of Owner(s): Fau'z--\ l..'t'lrr't'--nNa A{2<r'r ar'oN t Apptication for Design Review DeDartment of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.vailgov.com General Information: All projects requiring design review must receive approval prior to submltting a building permit application' Please refer to the submittat requirements for the particular approval that is requested. An application for Design Review cannot be accepted untii all required information is received by the Community Development Department' The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission' besign ,.vie* approval lapses unless a building permit is issued and construction commences within one year of the aPProval. rtt Description of the Requertt NJ i \d lLf : tv a tir-4 Owner(s) Signature(s) : Name of Applicant:(2.-< *O{Lr-G,h' I NC- Mailing Address:\ uz-4 ,/oA E-mail Address:4.1 Type of Review and Fee: B Signs E Conceptual Review )E3. New Construction I Addition n Minor Alteration (multFfamily/commercial) n Minor Alteration (single-familY/duPlex) tr Changes to APProved Plans tr Separation Request $50 Plus $1.00 per square foot of total sign area' No Fee $650 For construction of a new building or demo/rebuild' F00 ior in adaition where square tootage, p adfe.d.to any residential or commercial building (includes 250 additions & interior conversions)' $250 For minor changes to buildings and site improvements' sucn as' reroofing, painting, windoi additions, landscaping' fences and retaining walls, etc. $20 For min6r changes to buildings and site improvements' sucn as' reroofing, painting, windoi additions, landscaping' fences and retaiDjng walls, etc' W----+o(revisions to Plans Design Review Board. No Fee already approved by Planning Staff or the I. ffi TOI,UNtrT_NW NEW CONSTRUCTION SUBMIfiAL REQUIREMENTS General Information: The review process for new construction normally requires two separate meetings of the Design Review Board: a conceptual review and a final review. Applicants should plan on presenting their development proposal at a minimum of two meetings before obtaining flnal approval. dExterior color and material samples and specifications. B-Architectural Floor Plans* U"t-.gnting Plan* and Cut-sheet(s) for proposed fixtures etntte report, including Schedules A & B to verify ownership and easements*q/ Photos of the existing site and adjacent structures, where applicable. E Written approval from a condominium association, landlord, and joint owner, if applicable 'lVA B Site-specific Geological Hazard Report, if applicable* {4tr The Administrator and/or DRB may require the stbmission of additional plans, drawings, specifications, samples and other materials (including a model) if deemed necessary to determine whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly indicated, Please submit three (3) copies of the materials noted with an asterisk (*)' **For interior conversions with no exterior chanoes, the submittal requirements include a complete set of existing and proposed floor plans, a title repoft, and written approval from a condominium association, landlord, and joint owner, if applicable. I have read and understand the above listed submittal requirements: (/ EI ;\ll pages of Application is complete g/JJrecklist is completed and signed Vltamped Topographic Survey* Date Signed '?-1'on tt7hdLQ- lf|s(r NEW CONSTRUCTION SUBMITTAL REQUIREMENTS Topographic survey:d Wet stamp and signature of a licensed surveyors/ Date of surveyq/t\orth arrow and graphic bar scale o..-Scale of 1"=10'or 1"=20') a--Legal description and physical address E=- Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater than 40olo, and floodplain) a-Ties to existing benchmark, either USGS landmark or sewer invert. This information must be clearly stated on the survey v'-eroperty boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings and a basis of bearing must be shown. Show existing pins or monuments found and their relationship to the established corner, s-Show right of way and property lines; including bearings, distances and curye information. a.--fndicate all easements identified on the subdivision plat and recorded against the property as indicated in the title report. List any easement restrictions, e-5pot Elevations at the edge of asphalt, along the street frontage of the propefi at twenty-five foot intervals (25'), and a minimum of one spot elevations on either side of the lot. e-fopographic conditions at two foot contour intervals e-'€xisting trees or groups of trees having trunks with diameters of 4" or more, as measured from a point one foot above grade. e/nock outcroppings and other significant natural features (large boulders, intermittent streams, etc.)' /Ai.\ ef All existing improvements (including foundation walls, roof overhangs, building overhangs, etc.). o Environmental Hazards (ie. rockfall, debris flow, avalanche, wetlands, floodplain, soils) o Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to the required stream or creak setback) at l o Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to the lJ.a-K2 site. Exact location of existing utility sources and proposed service lines from their source to the structure. Utilities to include: Cable W Telephone Sewer Water Gas Electric 41. \ o Size and type of drainage culverE, swales, etc.' o--ddjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum of 250'in either direction from property. Site and Gradinq Plan: { Scate ot r"=26'or rargerd' Prooertv and setback lines / Existingand proposed easementsy' existing and proposed grades / existin6 and'proposed-layout of buildings and other structures inctuding decks, patios, fences and walls. Indicate the foundation with a dashed line and the roof edge with a solid line. / All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed grades shown underneath all roof lines. This will be used to calculate building height. Page 3 of LZlO4lZSlO4 { / . structures. deroposed surface drainage on and off-site.ef Location of landscaoed areas. d LocaUon of limits of disturbance fencinqd, Location of all required parking spacesd Snow storaoe areas. /, Proposed dimpster location and detail of dumpster enclosure.y' Retaining walls with proposed elevations at top and bottom / proposed driveways, including percent slope and spot elevations at the property line, garage slab and as necessary along the centerline of the driveway to accurately reflect grade. A 4' wide unheated concrete pan at the edge of asphalt for driveways that exit the street in an uphill direction. Locations of all utilities including existing sources and proposed service lines from sources to the elevation drawings shall be provided on the plan or separate are reouired for walls between 4'and 6'feet in heiqht. of walls. A detailed cross-section and sheet. Stamped engineering drawings Delineate areas to be phased and appropriate timing, if applicable Landscape Plan: ez'Scale of 1" = 20'or larger E/'Landscape plan must be drawn at the same scale as the site plan. p/ Location of existing trees, 4" diameter or larger. Indicate trees to remain,'to be relocated (including new location), and to be removed. Large stands of trees may be shown (as bubble) if the strand is , not being affected by the proposed improvements and grading. e/ Indicate all existing ground cover and shrubs. o/ Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers, gallon size for shrubs and height for foundation shrubs) of all the existing and proposed plant material including ground cover. Delineate critical root zones for existing tees in close proximity to site grading and construction. Indicate the location of all proposed plantings. {tne location and type of existing and proposed watering systems to be employed in caring for plant fi aterial followinq its installation.{ E ixing and pro[osed contour lines. Retaining walls shall be included with the top of wall and the bottom of wall elevations noted. Architectural Floor Plans: V6caleof 1/8" = 1'or larger; U4" is preferred v-Floor plans of the proposed development drawn to scale and fully dimensioned. Floor plans and buildinq elevations must be drawn at the same scale, {geaAiinaicate on the floor plans the inside face of the exterior structural walls of the building. r-Label floor plans to indicate the proposed floor area use (i.e. bedroom, kitchen, etc.). e.'One set of floor plans musL be "red-lined" indicating how the gross residential floor area (GRFA) was calculated. See Title 12, Chapter 15 - Gross Residential Floor Area for regulations. s--Provide dimensions of all roof eaves and overhangs. Architectural Elevations: e--Scale of 1/8" = 1' or larger; l/4" is preferred a All elevations of the proposed development drawn to scale and fully dimensioned. The elevation drawings must show both existing and finished grades. Floor plans and building elevations must be drawn at the same scale. e--If building faces are proposed at angles not represented well on the normal building elevations, show these faces also. e/ Elevations shall show proposed finished elevation of floors and roofs on all levels. s./All exterior materials and colors shall be specified on the elevations. Page 4 of l2l04l2\l04 N',Ja N/r. n21* e--fne following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney caps, gneter locations, and window details. e,-Show all proposed exterior lighting fixtures on the building. tr/ Illustrate all decks, porches and balconies. f Indicate the roof and building drainage system (i.e. gutters and downspouts). e/Indicate all rooftop mechanical systems and all other roof structures, if applicable. B-llustrate proposed building height elevatlon on roof lines and ridges' These coordinate with the flnished floor elevations and the datum used for the survey.y' Exterior color and material samples shall be submitted to staif and presented at Board meetinq.o t,rTal. - LvT>{raRTt II. IMPROVEMENT LOCATION CERTIFICATE (ItC) Once a building permit has been issued, and construction is underway, and before the Building Department will schedule a framing inspection, two copies of an improvement Location Certificate survey (ILC) stamped by a registered professional engineer must be submitted. The following information must be provided on tie ILC: a Basis of bearing and tie to section corner a All property pins found or set a Building location(s) with ties to property corners (ie' distances and angles) o Building dimensions, including decks and balconies, to the nearest tenth of a foot o Building and garage floor elevations and all roof ridge and eave line elevations o All drainage and utility service line as-builts, showing type of material, size and exact location o All easements Lighting Plan: d . --rrc er'indicate type, location and number of fixtures.qWfr{rtnclude height above grade, lumens outpu! luminous area l"5,rii$u.\ y' Rttach a cut sheet for each proposed fixture. elevations should the Design Review Page 5 of LZl04l2B/04 Roof Siding Other Wall Materials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other d.,o.= \4oovt %+tzt-tttnfi.Y) llo':o €t>tNtTEP t1lLT-A4-- I Color gtxz-Y- g51z-s t4n) :+.r^J eA@/v-, rlr-ucJAl Jr\7."fr! l4l\rrz- NAfctr?.6\-, cvrt*nt w;rurl Lrt^tE a9 51PlN{.\ lJl{4rEw^\ '.t>,ut-r3?=ll4 t\ 1-o,. t t\t TrbY- N*r)n-*t* b,,oe/t p-*,rur) L*tt'lF-A5 YEF Buildino Materials PROPOSED MATERIALS Tvpe of Material I2''tNTltr?x1u +tJ'>\?DvJQ l4,rA-at6-tq)! a_- aftLt'o l{,:ove Qit-.ustA(UO Vleovt V,e,sr> C-,a* ' tn- Nx Tboov-(2t+tL\ te'v+> '>w t,,--o.<4k)rJ flurl r,utU ClluVN-x- \\' Notes: Please specify the manufacturer's name, the color name and number and attach a color chip' bMA?.ffr{- t4\hnz- Page 6 of t2l04l2\l04 FRor'1 ; David Beadle - l"na=".p"Oh FFX No. : PROPOSED TREES AND SHRUBS I t"o. a? 2aas 11:36RN P6 Quantity Size,#a4Botanical Name Common Name tQ.u 4:Q +ffi EXISTING TREES *, **agvP-r tvantg\anfeci ,L^-+;;\r"-snkMut Minimrlm Requirements for Landscaping : GROUND COVER SOD 5trtru IRRIGATION TYPE OF EROSION CONTROL Deciduous Trees - 2" CaliPer Coniferous Trees - 6' in height Shrubs - 5 Gal. Square fgotaqeTvpe I"b, Aele"n^iy,rLoo *-- Fs44t/a++- *,1,g Y^i",-'a'(a* 41*-z? . - ",*+ uiVe 7Qn Please specify other landscape features (i.e. retaining walls, fences, swimming pools' etc') PageT or Lz/04lz6lo4 Q uc-Q phrl6, oF flocr&fufu lfu,rcl t =J = YI Amcncan Land Titte Associadon Commitmcnt - Modified 3ru COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, ATexas Corporation,herein.called the Company' fbr valuable consideration, trereUy commits to issue its policy o. politi"t of title insurance' as identified itt Schedule A, in favor ot tne ploposeo Insured namedin Schedule A, as owner or mortgagee of the estate or interest covered hereby in^the land described ot referred to in Schedule A' upon payment -ot'the prerniums and charges tnerefor; ait suUiect to the provisions of Schedules A and B and to the Condittons and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount ol' the policy or policies committed for have been inserted in Schedule A hereof by the Company' either at the time of ihe issuance of this Commitment or by subsequent endorsement' This Commitment is prehminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminaL six- months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs' provided that the failure to i.sui such policy or policies is not the fault of the Company' Signed under seal for the company, but this commitment shall not be valid or binding until it bears an authorized Countersignature. lN WITNESS WHEREOF, Stewart Title Guaranty company has carlsed- its. corporate name and seal to behereuntoaffixedbyitsdulyauthorizedofficersonthedateshowninScheduleA. STEWART TITLE GUARANTY COMPANY Chairrnan of che counEerslgneq: Coun!ers tgnaiure ART TITLE OF VAIL. INC. P.O. Box 2000 Vail, Colorado E 1658 (97O) 926-0230 Orde r No, 04035558 CONDITIONS AND STIPTJLATIONS l. The ternr mortgage, when used herein. shall include deed of trust, trust deed, or other security instrumenr. 2. If the proposed lnsured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim ol other matter affecting the estate or interest or morlgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to rhe Company in writing, the Company slrall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. lf the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Conrpany at its option may amend Schedule B of this Commitment accordingly. but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3.Liability of the Company under rhis Commitmcnt shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for acrual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminare exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed rhe amounr stared in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies commitred for in favor of the proposed lnsured which are hereby incorporated by reference and are made a part of this Commitment except as expressly nrodified lrerein. Auy action or actions or rights of action that the proposed Insured may have or may bling against the Company arising out of the status of the title to the estate or interest or the status of the mongage thereon covered by this Commitment must be based on and are subject ro rhe provisions of this Commitment. i STEWART TITLE GUARANTY COMPAI.IY AII notices required to be given the Company and any starement in writing required to be furnished the Company shall be addressed ro it at P.O. Box 2029, Houston, Texas'71252, and identify this commitmenr by its printed COMMITMENT ORDER NUM- BER which appears on rhe bortom of the front of the first page of this commitment. $ +za, ooo. oo (c) Leasehold Proposed lnsured: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is fee simple 4. Title to the fee simple estate or interest in said land is at the effective date hereof vested in: SEAN VIERLING 5. The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRTPTION SCTIEDULE A Order Nurnber: 04035559 l. Effective dace: uray 26, 2004 aE 7 :45 A.M. 2. Policy or Policies to be issued: (a) A.L.T.A. Owner's (Extsended) rroposeo lnsureo: BALZ ARRIGONI and CHRISTINA ARRIGONI (b) A.L.T.A. Loan ( s t.andard) Proposed Insured: FIRST WESTERN MORTGAGE SERVICES, INC., iTS successors and,/or assigns Purported Address: 1718 Genewa Driwe vail, co 81657 Amount of Insurance $ sz5, ooo. oo STATEMENT OF CHARGES These charges are due and payable before a Policy can be issued. PREMIITM SIIORT TERM (reiEsue raEe) owNERS: $909.00 MORTGAGE: 140.00 TAX CERT: 20.00 form 110.1 50.00 MORTGAGE ENDORSEMENTS : forn 100 form 8. L forn 100.30 132.00 form 103. L 50.00 50.00 30.00 SCIIEDULE A Order Nurnber: 04035558 LEGAL DESCRIPTION That. Portior of MATTERHORN VILLAGE, According co the recorded plat Ehereof, described as follows: Beginnj-ng' a! t.he mo6!' Norlh€rly Corner of said Lot L1, thence WesEerly along the Northerly line of sai_d Lot lL, a dist.ance of 155,45 feet to the moa! Weaterly Corner thereof; thence along the wesEerl,y line of said Lot, and the arc of a curve Co the left, a disEance of 101.08 feet to the int.ersect.ion of said line wiEh a cu1-de-sac; Ehence East.erly, along a l-ine aE right angles to the Easterly line of said IJot, to its inlersection with eaid Eaeterlv line; thence NorEherLy, along Ea6ger1y 1ine, To The poinb Of Beginning. A160 Kno\rrr as LoE 11 B, Malt,erhorn Village Subdivieion. COUNTY OF EAGLE STATE OF COLORADO. THIS COM!'IITMEMT WAS PREPARED ON JI'NE 11 2004. FOR QUESTIONS REGARDING TBTS COMMITMENT PLEASE CALL LINDA WILLIA.I,TS , TIIE TITLE OFFICER, AT 97 O / 926 - O23O . FOR QUESTIONS REGARDING TIIE CLOSING. PLEJLSE CAIJL KAMT'ry YOUNG, THE ESCROW OFFICER, AT 970/479-6010 This cortrni Ement is sent to: BALZ & CI{RISTINA ARRIGONI SEAN VIERLING AUDREY ROBINSON, ALPINE MANAGEMENT DIANA MATHIAS, SLIFER, SMITIT, FR,AI.{PTON R. E. ARCH WRIGHT, FIRST WESTERN MTG SCTTEDULE B Section I Order Number: o4035559 REQUIREMENTS The following are the requiremenrs to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or inrerest to be insured. Itern (b) Proper instrument(s) creating the estate or interest to be insured musr be executed and duly filed for record, to wit: 1. Evidenge saLisfactory t.o stewart Title cuarantsy Company of pa)nnent of all outsEanding taxes and assessments as cerEified by the Eagle County Treasurer. 2 ' Execution of affidawiE as to Debts and Liens and its retsurn to SteerarE Title Guaranty Cornpany. 3. Evidence aatisfactory to stewart TiEte Guaranty company t.hac the reaL eatate transfer tax assessed by the Town of VaiI has been paid or Eha! che t.ransaction iB exempE from said t,ax. 4. The company requires for its review a sacisfactsory af f idavi E '€xecut,ed by the owner of tshe land EeaEing that chere have been no improwemenEa on the land(including fences or ot.her structures) since Ehe date of the prj-or Burvey. If Lhe survey reveals any encroachmenEs, overlaps, boundary line disputes, or other adverse maEEers, Ehey may appear as exceptions in tshe policy. 5. Release by the Public Trustee of Eagle CounEy of Ehe Deed of Trust from SeanVierling for Ehe use of Macro FirrallciaJ. Group, Inc. to aecure S319.zoo.o0, dat.ed. Aug'ua t. L9, 2003, recorded August 29, 2OO3 as Reception No. 845925. 5. Deed from Sean Vierling, westing .f ee sirnple titsre in Barz Arrigoni and Christina Arrigoni. NOTE: NOTATION OF THE LEGAL ADDRESS OF TIIE GRANTEE MUST APPEAR ON THE DEED AS PER 1975 A}'ENDMENT TO STATUTE ON RECORDING OF DEEDS . CRS 38-35-].09 (2) . . ? - Deed- of Trust from the Borrower t.o the Public Trustee for t,he use of ttre proposed lender t'o secure the loan. SCTIEDULE B Section 2 Older Nurlber: 04035558 EXCEPTIONS The policy or policies to be issued will contain exceprions to the following unless the same are disposed of to the satisfaction of the Company: l. Rights or clairns of parties iu possession, not shown by the public records. 2. Easements, or claims of easements, nor shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 1. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires of record for value the esta(e or interest or mortgage thereon covered by this commitment. . Unpatented mining claims, reservations or exceptions in patents, or an act aurhorizing the issuance thereof; water rights, claims or (itle to water. 7 . Any and a1l unpaid t.axes and as6esamenE6 and any unredeemed tax eales. 8. The effect of inclusions in any general or epecific waEer conservancy, fire prot.ect,ion, soil conservaLion or oE,her di6tricE or inclusion in any waE,er service or street improvement area. 9. Reservations or exceptiorrs in Pacents, or in Acta autborizing Etre isauance Ehereof, including the reservation of a right of way for diEches or canals consEructed by tshe authority of t,he unitsed scate6, as regerved in United scaE,e6 Patsent recorded ,fune 15, 1918 in Book 93 at page 15 and OcEober 4, 1919 in Book 93 at. Page 301. L0. A perpetual easement in and along all roads herecofore dedicated to Ehe public Ehroughout lhe Uatterhorn Village Filings Noa. 1 and'2, grant,ed Co Gaa FaciliEiee, Inc., recorded August 11, 1955 in Book 190 a! Page 405 as RecepEion No. 101914 . 11. Reatrictsiona, which do not conlain a forfeituro or reverter crause, ag contained in the inscniment recorded November 20, 1963 in Book 1?8 at page 253 as Reception No. 98289. 12. Arr maEters shown on lhe PlaE of Matterhorn village Filing No. 1, recorded Nowember 20, 1953 as Recept.ion No. 98291. 13. order of Inclusion in the vail village west Fir€ Protection Dist,ricE, recorded September 19, 1975 as Reception No. 127010. 14. order of Inclusion in the vail village west wacer and Sanj.Ealj.on DistricE., recorded SepE€E cer 7, L973 ae RecepEion No. 126844. Continued on next page Cont,inuati.on of Schedule B _ SecEion ZOrder Nurnber: O{035558 15 ' order of Inclusion in the VaiI VaJ.ley ConsolidaEed Water DiatricE, recorded.November 30, 1983 in Book 373 at page g8g aa Reception No. 2?0204. NOTE: EXCEPTIONS ]. AND 4 ABOVE WILL BE DELETED ON THE FINAL O!{NERS POLICY, PRoVTDED BorH SELLER(S) AND PuRcHAsER(s) ExscurE tHE IIERETN REQuTRED AFFrDAvrrsAND SAID AFFIDAVITS ARE APPROVED BY THE COMPANY. EXCEPTIONS 2 AND 3 WILL BE DELETED ON THE FINAL O}INERS PO],ICY PROVIDED THAT THE PRESEMT OWNERS EXECUTE TT{E SURVEY AFFIDAVIT. EXCEPTION 5 WILL NOT APPEAR ON THE OWNERS POLTCY, AIID GAP PROTECTION WILL BE GRANTED PROVIDED THAT STEWART TITLE OF EAGLE COUI{:TY PERFORMSCLOSING DISBURSEMENTS AND RECORDING OF ALL DOCU}.{EMTS. SEE "DISCLOSURES" INCLUDED HEREWITII. DISCLOSURES Pursuant to C.R.S. l0-l l-122, notice is hereby given thar: (B) (c) (A)THE SUBJECT REAL PROPERTY MAY BE LOCATED IN A SPECIAL TAXING DISTRICT: A CERTIFICATE OF TAXES DUE LISTING EACH TAX]NG JURISDICTION SHALL BE OBTAINED FROM THE COUNTY TREASURER OR THE COUNTY TREASURER'S AUTHORIZED AGENT; INFORMATION REGARDING SPEC]AL DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE OBTAINED FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND RECORDER, OR THE COUNTY ASSESSOR. Note: Colorado Divisionof Insurance Regulations 3-5-l, Paragraph C of Article VII requires thar "Every ritle entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducls the closing ald is responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that Stewart Title of Vail, Inc. conducts the closing of the insured transactiorr and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Tirle Policy and the Lender's Title Policy when issued. Note: Affirmative Mechauic's Lien Protection for rhe Owner may be available (typically by deletion of Exception No. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance wirh the followins conditions: A. The land described in Schedule A of this commitment must be a single family residence, which includes a condominium or townhouse unit. B No Iabor or materials have been fumished by mechanics or materialmen for purposes of construction on the land described in Schedule A of this Commitmenr within the Dast 6 months. C. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's and materiaimen's liens. The company must receive payment of the appropriate premium. If there l'ras been construction, improvements or major repairs undertaken on the property to be purchased, within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to lhe seller. the builder and/or the contractor; payment of the appropriate premium; fully executed Indemnity agreements sarisfacrory to the company; and, any additional requirements as may be necessary after an exarnination of rhe aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed ro pay. U. E. NOTFtrNG IMREIN CONTAINED WILL BE DEEMED TO ANY OF THE COVERAGES REFERRED TO IIEREIN FL'LLY SATISFIED. Order No. 04035558 Disslosures (YSDD) Rcv. l0/99 OBLIGATE TI{E COMPAI.IY TO PROVIDE I,JNLESS TIIE ABOVE CONDITIONS ARE STEWART TITLE GUARANTY COMPANY Privacv Policv Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (CLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the insritution provides you with a notice of its privacy policies and practices, such as the type of information thar it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title Guaranty Company. We may collect nonpublic personal information about you from the following sources: -- Information we receive from you, such as on applications or other forms. -- Intbrnration about your transactions we secure from our files, or from our affiliates or others. -- lnformation we receive from a consumer reporring agency. -- Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Poticy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or ro nonaffiliared rhird parties as permitted by law. We also may disctose this information about our customers or former customers ro the following types of nonaffiliated courpanies that perform rnarkering services on our behalf or with whom we have joint marketing agreements: -- Financial service providers such as companies engaged in banking, consumer finance, securities and insurance.-- Nort-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT iS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that intbrmation in order to provide products or services to you. We maintain physical, electronic, and procedural sat-eguards that comply with federal regulations to guard your nonpublic personal informarion. f ilr No. ll40J5.(-(t St$v rr 'fitle of v il, Iuc. Priv..rcy l,oliry Nolicr 1l':rgr I I Rtv.07/!llll (YPPNI) STEWART TITLE OF VAIL, INC. Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of rhe Gramm-Leach-Bliley Acr (CLBA) generally prohibits any financial institution, directly or through irs affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a nocice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stervart Title of Vail, Inc. We rnay collect nonpublic personal information about you from the following sources: -- lutbrrnarion we receive from you, such as on applications or other forms. -- Information about your transac[ions we secure from our files, or from our affiliates or others. -- lntbrmation we receive from a consumer reporring agency. -- Infornration that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Norice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliares or to nonaffiliared rhird parties as permitted by law. We also may disclose this information about our customers or former customers to the following types of nonaffiliated companies that perform marketing services on our behalfor with whom we have joint marketing agreements: -- Financial service providers such as companies engaged in banking, consumer finance, securities and insurance.-- Non-financial companies such as envelope stuffers and other fulfillmerrt service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FCiR ANY PURPOSE THAT IS NOT SPECIF]CALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you ro those employees who need to know that intbrrnation in order to provide products or services to you. We maintain physical, electronic, and procedural sateguards that comply with federal regulations to guard your nonpublic personal information. File No. 04015.i511 Stewart Title ot V:rlt, hrc, I'rivrcy Policy Nolice (P$8.2) REv.07/!001 (YP|'N2) TEKA illumination manufact0of hieh quality outdoor lighting fi*,t Page I of 1. KA rLLUMrNArroN 'r2l TEKA rrLUMrNArroN Exterior wall mounted dorurlisht luminaire for PAR 30 lamos BEACON WALL Includes Models: BWM-2146. BWM-211 Phoaouat||' Info rJ 2nt2005 I e--r.r I l6etAcnbat'I Ileui-zrl | fierder/-l *Photometric info requires a program capable of reading IES file format. TEKA I L L u lt I tttAr I o ttl 86 Greson RoAD #3 TEnpleron CrurFoRNrA 9346 5 PH (80$ 43+351r FA)( (AO$ 49+3612 I N trO@TEKA-I LLU M I NATION.COM (l i http://uvrw.teka-illumination.com/entrv.html +********t*******+*+*******'t******+*****+***'t*t+ii'l***+***+t+++++++++++***+f******t********* TOWNOF VAIL, COLORADO Statement i + * * * **f* t +*'t****** **+*+****+** * *** *******{.+***t****** * * * * * * * * * * * * * * * * *,}*,}**,} *** * * ** * * * * * * + + Statement Number: R050000110 Anount: $550.00 02/07/200503:27 PM Payment Method: Check fnit: iIS Notation: #Loz/BAI'Z ARRIGONI Permit No: DR8050043 Type: DRB - Nen Constsruction Parcel No: 2LO3L23L2O36 Site Address: 1718 GBNEVA DR VAIIJ Location: 1718 GENEVA DR. Total Fees: $550.00This Payment: $550.00 Total ALL Pmta: $550.00Balance: $0.00 ACCOTJNT ITEM LIST: Account. Code De6criptj-on DR OO1OOOO3TI22OO DESIGN REVIEW FEES Current Pmt6 650.00 FRO|I .: Davrd Beadle - Lar'las"aef.r, FAX NO. : Lumidre Design & Manufacturing, Inc. 31360 Via Colinas #101 , Westlake Village, CA 91362 TELEPHONE (S1S) 991-2211 O FAX (818) 991-7005N Feb. E7 2OZ5 11 : 34Ct'1 P4 TYPE Vcrsatrle tow voltaoe archilectural and larrdscapo liqh ng fixture on a 14 1/2" post Enoineer€id to accept the lrlR16 lralogen lighl source - 50 watt maxinrum (By olhcrs). MultFversatile paltr light, acccnt. flood or general area illunrinator- Mulri usc lighl source delivering a comlort.ibte 3000 3400 Kelvin color lernperatu re. Valied lanlp availability allows, spot, medium, and llood hgrting (20 to 50 watts). FH203 accessory hood ailows maxirnurn luflrer outpul w'lile minimizing v:sual glare. (l.rrrrtiCre #FH203 & FH204 not jncluded). Cle€n Protessronaidesign. Fixture virlually disappears in(o lh€ landscape during daylighr hoo.s. R€cessed lighl gource r$duces visual glare without irnpairi(lo funcdon of rhe lamp- Formed a116rps 6nghined ior orucial fit and iunction oi all 40rnponents. Dimensions: H 14.5"X L-4.5O" X W - 2.250' Desjgfl tor uso as a PBthwaY light, accon/llood light, and/or general area illunrirr;rtor. Fixture is cofnpletely adjustirbre in any direclio.l lrotn all |rrounling positions. AII parls ere first chromats conversion coaled 3nd then bak€d witll a lltermoplastic polyesler powdel for mar registancB and speci{ic weatherabilily ir\ normally injurious envifonmenls Coiors - Architeclural Bronze. Black, ancl Verde are slandard. Other colors ere available - consult factqty. tr The slern is equipped wilh a 1/2" NPS maie th.eirded stem 1o acccpl all standard J . Boxes, ground boxes' condJit htlrngs. and 1/2" female spikea. (Lumi6re sPikes not included). Submittal APProvGd bY: Namei- - Crnlpany:- , - Dat€: Lumigre Design & Manuf acturing, Inc. reserves the rightto make design changes without noilce, ior product improvement' + & C, 7oo3 FROI'I : David Beadle - l-anascaefcn FAX N0. :O Feb. @? zaas 11:3strt4 Ps N Lumidre Design & Manufacturing, Inc. 31360 Via Colinas #'101 , Westlake Village, CA 91 362 TELEPHONE (818) 991'2211 U FAX (818)991-7005 TYPE 6ezcl, body. and hyd.aulic compression rnountir'lg Posl are nrachinod. formed, aod/or casl 606'l-TO mag:resru srlicons al.oy aldmin!m. Lerls is cralled trom rempergd glass and secured in place with Silicone adhsslvo. Unique rnounling swivel uses hyc/aulic type comp.cssron deslgn lor rigidrly and a waler dght connection, "O" Finq sealed al bezel and body turther ensules flxture durabililv, 12 volt system utilizing MRl6 Bi- Pin halogen light source (50 Watt flraxlmum). Ceramic socket with 250 degree C ieflon coated lead wi.es wilh supplied wire nuts and diele6tric iepc lor a watef tight conneolion. '12 voll remote transtormor r€quircd. {Lamp and transtormer not included). Various lamp watlages and b€am oatterns allow lor spol mediurn, and flooc lig:rting. Mounting swtve, with t/2" NPT thread allows universal aiming and laslsning. Entrre fronr hezel assembly simply unscfews - insen new lamp (by orhers) - replace bezel assembly. - NO SCREWS OR BOLTS TO LOSE. Note: always disconnect power during maintenance, Ground Spikes: GS01 . GS03. GSo4. GS05. GS06. and GS08. Overall spread Iens - OSL, Linear Spead lens - LSL, Diffused lens. DlF. Her csll louvor - LVR, and various color tillers- MR16 . 50 watr max (By others) Company; -------- ale: - - Lumidre Design & Manulacturing, lnc. reserves rhe rightto make design changes wilhoul nolice, ior producl improvement' 7003 ,9a \ Status: I Approved GOmmunFY DEVELOPMENT R Fonu I Approved with conditions fi Denied o OUTING Routed To:Fire Date Routed:02t11t05 Routed By:Planner Date Due:02t18t05 Description of work:New single-family residence Address:1718 Geneva Drive Legal:Lot:11 Block:Subdivision:Matterhorn Village Fil. 1 Comments:Date Reviewed: 2-21-05 rtment lssues. Need additional review Provide site on a scale of 1"=10' or 1"=2O' Fiist 10' of driveway must be at 8% max grade, per TOV standards. adjust and revise. Show on Driveway unheated cannot exceed 10%. During construction if driveway exceeds 1 0% , it will be Boulder wall in front set back cannot exceed 3 ft in heiqht. adiust and revise. Remove anv landscaoino/trees that exceed 3 ft in heiqht within the site distance standard. Show some form of eroison control. TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970479-2t38 Fireplace Information: Resricted: Y # of Gas Appliances: 0 Building---> $2, 813.75 Resfi,nrant Plan Review- > Plan Check-- > S1 . 82I . 94 DRB Fee---------------- > t *rt"*r oF coMMuNrrv opvplpr'rBNr # ofcas Logs: I t of \vood Pallet: 0 FEE SUMMARY $0.00 Total Calculated Fe€s--- > $5,327 .29 S0. oo Additional Fees-------> 90 . 00 3581.50 Total Permit Fee------ > i5,327.29 $ o . 00 Pa'.rFnts------------ > 95 ,327 .29 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PROJECT TITLE: NEW (SFR,P/S,DUP) PERMIT Permit #: B05-0058 Job Address: 1718 GENEVA DR VAIL Stanrs . . . : ISSUED Location.....: 1718 GENEVA DR. Applied . . : 04lt4l20[,5 Parcel No...: 21O3123L2036 Issued . . : 05/10/2005 ProjectNo : ??.\a,,-( -(-yjat Expires. .: ll/Ml2oos OWNER ARRIGONI , BAIrZ & CHRISTINA O4/L4/20O5 Phone: 479-1800 PO BOX 3125 VAII,' co 81558 APPI-,ICANr ARRIGONT INCORPORATED 04/t4/20O5 Phone: 970-4?9-1-800 P.O. BOX 3125 VAIIJ, CO 815s8 L,icense:200-B CONTRACTOR ARRIGONI INCORPORATED O4/!4/20O5 Phone: 970-479-1800 P.O. BOX 3125 VAIIT, CO 81658 Iricense: 200-B Desciption: TEAR DOWN OF EXISTING HOUSE, CONSTRUCTION OF NEW SFR Occupansy Type Factor Sq Feet Valuation Dwellings Zone 1 V-N 81.50 3, 958 $322,577 .OO Priwate Garages Zone 1 V-N 21.30 585 $12,481.80 Tota1s. . . 4,544 $425, 000.00* Number of Dwelling Units: I Town of Vail Adjusted Valuation: $425,000.00 Investigadon- > wi[ cdl---- > $o. oo Recrealion Fe€-------- > 93 . 00 Clean-up Deposit---- > TOTAL FEE$------------ > 5s,321 .2e BALANCE DUE------>$0.00 Approvals: Ttem: 05100 BUILDING DEPARTMEI|T o5/04/2oos carrnion Action: AP Item: 05400 PI'AIINING DEPARTI,IENI o4/22/2OO5 MRG Action: AP Item: 05600 FIRE DEPARTMEI\III o4/L5/2oos JJR Action: AP Approved \rith conditions: 1. rnstall fire sprinkler system to comply with NFPA 13R(2002). 2. Instalt fj.re alarm system to comply with NFPA 72(2OO2l . Item: 05500 PUBLIC WORKS O4/22/2OOS gc Action: DN Boulder wall in front set back cannot exceed 3r in height, Remove any landscaping that exceeds 3' in height, trim up 7' or remove PAGE 2,F*,r*************:**,*************:rt*'r*****{.*{.!t(:t*************************!**,**,F***,t **.*.*.{.**.:F*,1.*:t:t*******,t *{.*{c* CONDITIONS OF APPROVAL Permit #: 805-0058 as of 05-1G2005 Status: ISSUED ***1.*****'**t(:t!t********{.*{.*:t***********:t *:t **!* {.* ** * **** *** * ** * * ** * * t! t! *!,* * * * *** * * * * * * * * * *<,k * ** d.** ** * * * ** * * ** * Permit Ty'pe: NEW (SFR,P/S,DLP) PERMIT Applied: 04ll4l20f5 Applicant: ARRIGONI INCORPORATED Issued: 05/10/2005 Job Address: l7l8 GENEVA DR VAIL l,ocation: 1718 GENEVA DR. ParcelNo: 210312312036 ***{(****{.,|e***,********:}******:F:t*:***:t:B*******'t*******d.*'t ******!****,****:t*,t*******:*******************{c*d.**** CONDITIONS *********,1*********:t:*******!t*!t*!t*********:t***:t*:t**:t:t,|.*******'t *****:t***:1.*********t!***:t*x.*i<*****:1.*i.******* Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. any trees in O the site distance standards. Provi-de erosion control 150,00 dollarsfor PW permit. Sulmit Revocable ROW for any landscaping street grutter. Provide or walls in TOV ROW. 05/05/2oos gc Action: AP IIEn: 05550 BNGTNEERING See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SI{ALL BE MADE TWEMY-FOUR HOTIRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OmCE FROM 8:00 AM - 4 -.v in CTOR FOR HIMSELF AND OWNEF ++**'i***+++{'++******+!t+f********'}*'t+****t***i++++**++**+*++****+++f********++**+i++***++*l'** TOWNOFVAIL. COLORADO Statem€nt**t******+***+*****+****'t**+***+tt*+t**********al***+a************************************** 53,627 .29 05/L0/200512:17 PM Init: LT Notation: Arrigoni, Inc / Staternent. Number: R050000559 Anount: Pa)ment Method: Check cks54 0 Permit No: BO5-0058 Tl4le 3 NEW (SFR,P/S,DUP) PERMIT Parcel No: 2LO3-]-23-L203-6 Site Address: 1718 GENEVA DR VAIIJ Location: 1?18 GENEVA DR, Total Fees : Total ALL, Pmts: Balance: ThiB Payment:s3 .62"1 -29 ACCOI.JNT ITEM LIST: Account. Code BP 00100003111100 PF 00100003112300 RF 11100003112700 wc 00100003112800 Description BUII,DING PERMIT FEES PI,AN CHECK FEES RECRTATION FEES WILI, CAI,I, INSPECTION FEE is,327 .29 $5,327 .29 $0.00 Current Pmts 2 . 87.3 .15 !24 -94 581 . 50 3 .00 .l $ [r b0ttGv!o'lE5 o5 .EE.Fo egaE to -u:tro rgd3.9; h'. EE ii o.;i EAE.r.Eo f;EE E€€u *.t =,{u5b *Eg ec g roEong 'r'6.1 E"{:9€ a['cd .E5E :E {.3-v6 -tto s..! c E 3.FE.il I#-4\I I^*E g-# E't 9,1 o{IayE otr u.t EEE PHE g.x E 6J ta tn ox o.(n 6 s t! aI I I I I I I BIql 1I {az .E & I I I I I I I 4l>l I g (,, l.! g o(J o &.'\F II I It'?l El I I It Alaa Ioxq (! X I I I QI5l'l I E!trl H I I I I I I I I I I I I I t I I'i!l t'll .l a3l .:il -itl rJl .rdl I'll tql orl I i .:J -3 ru Ed E 3 D I I I I I I I I I JFI 001 E olul *>l Ll EIel 6l El I uq.* Er o p 'E! Fa I:F IEe IEE Ihs IE5 |f,e IGIE I IEA Iptl H$ e It t'E I!o(,]5 |E3€ I E;E IgEf I€s; H| EE€ g lEB $E"-t' il E gE Ie E.e I 5;i' .g Fs+ * ;E E E.9-,JJ A fi;€ c EEg E fB€ E }{Uz fli A DUUo ho FI H4UHhH HfrHU tr CJ Etr\ $Es E$$ T,E € AE€ "+E Y E*s E E sa .3 D <as Pq)( so'ri (.1 H.tas .b s(t) p \l sno ;.*o,@o,Offi*= luPl. 75 S. Fron e Rd. 81657Vail. Colorado eNO T jlli:q.l::'it #- ng, mechrmits are requi CONTRACTOR INFORMATION i""hpif i ; i.;_r COMPLETE VALUATI For Parcel # Co Ea I ***********************i**************FOR OFFICE USE O PEGLD \ n?4juL '.'07 t28r2004 r@roi \ .Town of Vail Reg. No.:ntact and Phone #'s:- rVAflrqon '1'lO-lt Email address:q/rio.ohi Cbntractor Signature: ATIONS FOR BUILDING PERMIT Labor & Materials BUTLDTNG: $ 35O,Ocro.(,O ELECTR|CAL: $ 3Oo@.oC OTHER: $ PLUMBTNG:S 25,ooo.O MECHANTCAL:$ JQoo9.cp rorAl: s 425,<s>.d) ntact Eaqle Countv Assessors Office at 970-328-8640 or visit www .com Pa1ce.tfi ,lc3 )23 t2c3b Job Name: Agp.-r t"qci .Res"-dencp JobAddress: y1 tE ctqc^rr-br. Legal Description r-ot: f l$ll arocr<:Filing:I Su bd ivis ion : I-/a lkrhorn V LlagQ owners tu*"''Bo Lr-,l"ori aon',Address: ? o?o.31-2{,\b;t fo&Sl Phone: qp-q77-oD1 €lJllf,1,?trffi;o,o- tn ooot"t?-oRo^ /62r.Arn ro,4 l;?o 'non"tqlo-qrfi-g 4ft8'ts2;"t" r*nt {W 4*^t 647 .,lrn rm ,nonu'rnoq+q_V6X Detailed description of worR:I;;ie"at o{er.,r\tn" Yr,o'e, cbns.\r.r Lio, olty,ug,do6ato /&) J (Work Class: New fd- Addition ( )Remodel ( ) Repair( ) Demof3 Other( ) WorkType: Interior( ) Exterior( ) BothIV Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family{ TwoJamity ( ) MuttiJamity ( ) Commerciat ( ) Restaurant ( )Other( ) No. of Existing Dwelling Units in this building: /U/A No. of Accommodation Units in this building: pA No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burninq ( Nq/Typg { llgpleqes Proposed: Gas Appliances (/) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED) Does a Fire Alarm Exisl: Yes |( No l{Does a Fire Sprinkler System Exist: Yes ( ) No Dd FlUsers\JSuther\newBLDGPERM.DOC jrr-ctnd V;til, C<;loraclo Denver, Co lora do Di ilon, Co lo ra d<r Monroe & Newell llnllineers, Inc. April4, 2005\ Mr. Balz Arrigoni P.O. Box 3125 Vail, CO 81658 Re: Arrigoni Residence, 1718 Geneva Drive, Vail, Colorado (M&N #6680) Gentlemen,, Monroe and Newell Engineers, Inc. has provided structural design sewices for the foundations and main level floor framing of the above residence. The structure was designed for the loads of a prefabricated timber building rvhich will be constructed by Theo Weruli Holzbau, located in Thalheim, Switzerland. Monroe and Newell Engineers, Inc. has reviewed the calculations of the Swiss structural Engineer, Aktiengesellschaft Kaempf Planning and Holzbau. The purpose of our review was to verify that these engineers have complied with the design requirements of the Intemational Building Code, 2003 edition. The engineers have used the loads required in this code and also analyzed the stresses in the wood members to be below the ones allowed for the lumber used. In summary, we believe that the structural framing above the entry level was designed in compliance with the Intemational Building Code, 2003 edition. If you have any questions or comments, please call. Very truly yours, MONROE & NEWELL ENGINEERS. iNC. 70 Be nchma rk Road o (97 o) 949-7768 o FAX 2005 Platinum Sponsor The Colorado Chapter of The American Institute of Architects q,'w w . rrl o n ro c - n c w e I I . c o n Suite 20:I I P.O. Box 1597. Avon. Colorado 81620 (97O) 949-4054 o email: avon@monroe-nen'ell com Hannes Spaeh, P.E Principal *{',1' ***t** * * * * * * * + + +t't*******+++tlt{r** * * * * * * + * * I I ll}********** *** * +****it**+it**********t*ff{.** TOWN OF VAIL, COLORADO Statement *+{'**:}*************ffl***++++***fffff++****+****+++******++++*'}t+t****++{.{.'f**+*+*+****+**ffl StatemenU Nuiber: RO50OOO386 Amount: $1,700.OO 04/14/200511:39 AM Palment Method: Check Init: ,fS Notation : #s451IARRTGONT, rNC Permit No: 805-0058 Type: MW (SFR,P/S,DUP) PERMIT Parcel No: 2LO3-L23-L2O3-6 Site Address: 1718 GBiIEVA DR VAfL Location: 1718 GBiIEVA DR. Total Fees: 94,645 ,69 This Payment: $1,?00.00 Total ALL, Pmta: $1,700.00Balance: $2,945.69 ACCOUNTITEM LIST: Account Code DescriDtion PF 00100003112300 plAll cHEcK FEES Current Ptntg 1,700.00 ;.' Questions? Call the Building T Department of Community Development Project Name: Project Address: / This Checklist must be completed before a Buildino Permit application is ccepted. All pages of application is complete o eam at 479-2128 E{ Has DRB approval obtained (if required) Provide a copy of approval form //t Condominium Association letter of approval attached if project is a Multi-Family complex V plan Check Fee required at submittal for projects valued over $25000.00 (See attached Construction Fee Schedule for calculations)./'d Complete site plan submitted / prOlt Way Permit application included if applicable (refer to Public Works checklist) y' Staging plan included (refer to Public Works checklist) No dumpster,parkinq or material storaqe allowed on roadwavs and shoulders without written aDproval ef-. tubestos test and results submitted if demolition is occurring fi# Architectstamp and signature (All Commercial and Multi family) { fun floor plans including building sections and elevations(4 sets of plans for SFR and Duplex, 5 sets of plans for Multi-Family and Commercial Buildings) Window and door schedule Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) Soils Report must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans Types and quantity of fireplaces shown I have read and understand the above listed submittal requirements: Applicant's Signature: /1ed /d { d g/Full structural ptans, including design criteria (i.e.loads) Date or suumitt(ir: eIl$llmS Received By: _ T0lt'\i0f l,//t F:\UsersuSuther\newBLDGPERM.DOC 07 t28t2004 BUILDING PERMIT ISSUANCE TIME FRAME If this permlt requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Depaftment review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projecls may take five (5) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: Project Name: Print name 07 t28t2004 tl PUBLE WORKS AND THE PUBLXC WAY PERMIT PROCESS Florv it relates to Buildine Permits: Fill out the attached check list with the Buildinq Permit Application. If yes was answered to any of the questions tren a 'Public Way" permit is required. You can pick up an application at either Community Development located at 75 Souft Fronbge Road or Public Work, locabd at 1309 Elkhorn Drive. Notjce sign-offs for utility companies. ALL utilities must field verifo (locate) .respective utilities prior to signlng application. Some utility companies require up to 48 hours notice to schedule a locaE. A construction traffic controlistaging plan must be prepared on a sepante sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and dre work zone, (area of conshuction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for considemtjon for approval through tre winter. Be aware that your resubmission for winter may be denied depending on the location of construction. Skebh of work being performed must be submitted indicating dimensions (length, width and deptrr of wok). This may be drawn on the traffic control plan or a site plan for the job. Submitcompleted application to the Public Work's office for review. If required, locaEs will bescheduledforheTownofVail electriciansand irrigationcrew. Thelocatestakeplacein the morning, but may require up to 48 hours to peform. The Public Work's Construction Inspector will review tfre application and approve or deny the permit. You will be conbcted as to the sbtus and any requirements hat may be needed. Most permits are released within 48 hours of being received, but please allow up to one (l) week to process. As soon as fre permit is approved, the Building Departrnent will be notified, allowing the "Building Permit" b be released. Please do not confuse Sre 'Public Way Permit" with a "Building Permit". NOTE: The above process is for vvork in a public way oNLY. Public way Permits are valid only until November 15th. A new Public Way Permit is required each year if work is not complete. Re-application each Novernber 15th does not mean an automatic renewal. I have read and understand the above. 07 t28t2004 9-- aft-Ld /7/'"uz'- WHEN A *PUBLrc WAY PERMIT" IS REQUIRED PTTASE READ AND CHECK OFF EACH OF THE FOLLOWING QUEST]ONS REGARDING THE NEED FOR A "PUBLiC WAY PERMIf'': o is this a new residence?YES ,-/ NO B Does demolition work being performed require the use of the Right-of-Way, easemenb or public property?YES NO-- NOo o Tl a Is any drainage work being done that affecb he Right-of-Way, easemenE, or public property? YES NO a o Is a "Revocable Right-of-Way Permit" required? YES Is the Right-of-Way, easemenb or public property to be used for sbging, parking or fencing? YES NO If answer is NO, is a parking, staging or fencing plan required by Public WorK? YES NO If you answered YES to any of these questions, a "P ublic Way Permit" must be obbined. 'P ublic Way Permit" applications may be obbined at the Public Work's office or at Community Development (a sample is attached). if you have any questions please call Leonard Sandoval in Public Wo*s at 479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE OUESTIONS. F:\Users\JSuther\newBLDGPERM. DOC F. /ow-n,ano /fnrmc /hl,l^6164 Is anv utilitv work needed? YES Are bere any improvemenE being done to the driveway ? YES NO Is a different access needed to the site other than the existing driveway? YES NO NO r Signature Job or Pro Date Signed: Company Name 07t28t2004 ll DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS! Please rend and check off each of thc items bclow: { The Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. s' The Town of Vail Public Works Depaftment will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Depadment. Allow a minimum of 24 hour notice. { Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occupancy issuance. Agreed to by: Project Name: Date Signed:,FzJ-a,f F:\Users\JSutheAnewBLDGPERM. DOC 07t2812004 tl MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLE WAYS PRoHIBITED ry Unlawful deposits: Subject to subsection C thereol it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravelr rocksr mud, dirt, snow, ice, or any ofrer debris or material upon any street sidewalk, alley or public place, or any portion thereof. tf Notice; Abatement: The Director of Public Works may notifu and require any person who violates or causes anoUrer to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gmvel, rocks, mud, dirt, snow, ice or any oher debris or material within twenty four (24) hours after receipt of said notice by Ure Director of Public Works. In the event the person so notified does not comply with the notice within the period of Ume herein specified, the Director of Public Works, or other auhorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. d Summons and Penalty: As an alternative to the notjce for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before he Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 14-1 of this code. / NoUce and Penalty: It is unlaMul for any peson to fuil or refuse to comply with the nobce of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by dre Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 14-1 of this Code. (1997Code: Ordinance 6 (1979). CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFf & IMPOUNDMENT AUTHOREED Er No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) $ 1) b/ Wheneuer any police officer flnds a vehicle attended or unattended, sbnding upon any poftion of a sbeet or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under fre conditions prescribed by Colorado Revised Sbtutes secbon 42-4-1102, as amended, the offtcer shall require the vehicle to be removed or cause it to be removed and placed in storage in tre nearest garage or oher place of safety designated or mainbined by ftis Municipality, and the charges for towing and stomge of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar($10) impoundmentcharge. (Ord.2(1968) $ 3:Ord.28(1981) 5 1) I have read and rvill comply rvitlr the Position or Relationship to Project: Dniseqiugr.ritrertnewBLDGPERM. DoC 07 t28t2Q04 Design Review Board ACTION FORM Deparfnent of Community Devdopment 75 South Fontage Road, Vail, Colorado 81657 telt 970.479.2L39 tax: 970.479.2452 web: www.ci,vail.co.us ProjectName: ARRIGONINEWRESIDENCE DRBNumber: DRB050043 Project DescripUon: NEW RESIDENCE Participants: OWNER ARRIGONI, BAlz & CHRISTINA 0210712005 Phone: 479-1800 PO BOX 3125 VAIL co 81658 License: APPUCANT SHEPHERD RESOURCES, INC. 0210712005 Phone: 949-3302 ADAM HARRISON PO BOX 3125 VAIL co 816s8 License: ProiectAddress: 1718 GENEVA DRVAIL Location: 1718 GENEVA DR. Legal Description: Lot 11-B Block Subdivision: MATTERHORN VIL|AGE FIL # Parcel Number: 210312312036 Comments: See conditions BOARD/STAFF ACTION MoUon By: Rogers Action: APPROVED Second By: Mathias Vote: 5-0-0 Dateof Approvalz 03lO2l2N5 Conditions: C.ond:8 (PIAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond:0 (P|-AN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. C-ond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this p@ect shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0006955 AniltoNl INc. Mailing: P.O. Box 3125 . Yail, CO 81658 Shipping: 23698 N. Hwy 24 C1/1 . Minturn, CO 81645 Eunoppnu Wnp Plexx Ft-oontNc Building Department Toryn of Vail 75S Frontage Road Vail, CO 8'1657 April '13,2005 Subiect ARRIGONI RESIDENCE To Whom lt May Concem: The Construction of the wall elemenb used for the Anigoni Residence at 1718 Geneva Drive in Vail will be build by Theo Wemli Holzbau, CH -5112 Thalheim. The vyhole building process of the wall elements will be overlooked by the Engineering offrce of lGempf AG, CH-5102 Rupperswill. Please find enclosed the diploma for the Enginier in SwiAedand (Dietrich Bemdt) who will sign for the conect building of hese elements. The Engineer office of lGempf AG will provide the Tovrm of Vail with a detailed pklure report of the building process in SwiEerland, wtricfr will shor he consbuction and material used for building and insulation. Please do not hesitate to contact us any time, if you have further questions or if you require any additional information. Belcnr please find the contact information of the engineer and building company in SwiEerland. Theo Wemli Hohbau Hegi 300 CH 5l 12 Thalheim SWIZERLAND ]Gempf AG Surhardweg 5 CH 5102 Rupperswill SWITZERLAND www.kaemof.ch Sincerely, Phone: (9i0) 479-1800 www.arrigoniwood.com . . Fax: (970) 479-1818 e-mail: arrigoni@vail.net That the dormer on the west elevation o<tend out 4-6 inches from the wall plane (instead of being flush, as drawn) and be shown as sudt on building pemit set of Dlans. Cond: CON0005956 That the synthedc slate roof material be the Tamko "Dusk Grey". Planner: MaB Gennett DRB Fee Paid: $650.00 ^u'' ,t,,qp r 20C5'l 3 r 2i'rr-c;-*0, [0 1r3 -s 6E VTERl,l, i\'FF A,' or4l 628E91001 o INGENIEUR-URKUNDE HGn Diatlioh Ecasdtt g$orra rn 2",.10.19$ is OflaU f,r ra 1+. ".196A rm STAATI,ICHEN HO I.ZT8CHNIf,,UM ROSBNHEIM STAATLICHE INGBNIEUR9CHUI'E .t Str$lftl$ Iagoricurprfifurg rfucl4r. & h !Fl3lb$oirlt8drPrttluapor&ua3 ftr dle mr'ftr- Iagrnirur*do ia lerua vm 12, M&r lt62 (CVBI, E l0 h d:r j.r,iL d$qdra FnuS b+ tt&d3 dirrrr.t.lrasnt DINGENIEUR (GRAD.)r ar Hllrrn, Rombcia,dcu ?1 . Februat 196? llr A$furg DES BIilTERISCHEN STAATSMINI$TERIUM$ FOR UNIERNCHT UND rUTTUS l,'i. (Bft;$salst#"l) AntcoNI INc. Mailing: P.O. Box 3175 . Yail, CO 81658 Shipping: 23698 N. Hwy 24 C1/1 . Minturn, CO 81645 EunopreN Wror PleNx Ft-oontNo INFORMATION on: Saslan-Gold Glaswolle/ Sadan Thermal Batt Insulation THICKNESS: 18 centimeterlT 3132" o Brandkennzilfer BKZI Fire Index: 6 q.3 Spezifische Waermekapazitaet/Specific Thermal Capacity: 0.23Wh/kg K, R-Yilue:22-24 6= unf lammable(fue-resistant) q.3: Smoke Degree 3 Phone: (970) 4i9-1800 www.arngonlwooo.com . . Fax: (970) 479-1818 e-mail: arrisoni@vail.net f,ntcoNl INc. Mailing: Shipping: P.O. Box 3125 . Yail, CO 81658 23698 N. Hwy 24 C1/1 . Minturn, CO 81645 EunopEeN Wror PIaNK FLooRING Building Department Town of Vail 75S Frontage Road Vail, CO 81657 April 13,2005 Subiect ARRIGONI RESIDE|{Gt AppendixA Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: Appendix l: Appendix J: Appendix K: TOUT'I{ OF VAIL BUILDING PERilTT APPLICANON Tom of Vail Building PermitApplication Application forTom of Vail PublicWay Permit Design Revievtr Board Appoval Letbr regarding Consbuclion of Wall ElemenF Enginee/s Diploma from $vitsertand Inbrmation on Insulation used in wall ebments Torrn of Vail Asbestos Abatement Permit Application, Asbestos ReporUSurvey Soils Reoort 4 seb of Architectural Plans incl. Site plans/building/elevations: SfqpherdResources AIA 4 sets of Structural Plans: Monroe & Newdl Engineerc inc. Struqtural Detail Plans ficrWall Elemenb/Roof Details: Wemli Holzhu AG Phone: (970\ 479-1800 www.arrigoniwood.com . . Fax: (970)479-1818 e-mail: arrigoni@vail.net .,,t'f "{.{',f,y''('f 3| f:l macchht, dlc sio in frin$c Fas€|'n rul'lahl. Dlc lo5rn GI!8' tasem wrrdm mlt etn€m Binde- und lmp{e nigunlrmrttal birpruftt, In d.r Vdfllrunq3krmmff \,wfdrn dlaca Fasorn zu eirnr lndlo€€n Glarrvollcmatta rufgcaltGllct d$rn Qurluq Fehhefi und Dlohtc lBUfrld konlmlllort urlrd, Nach dcm Ourchhuhn dc. Hfi.obnt wld dh G|Elvoliob.hn fontettionietr. fuf SPezlalmrtd{nsn cntrtahon mit 6a$hlch' hrngcn wre*rrnr lioglan-Gold Ohmdblt'Ptodukta Nach d-er; Zulchnltt w'drr dil ProduHr gdttpclt, gptoht uAdiodor komprirnigrt und In PE-Sdlrumpffoi0n vr|PlcKt' Oie fuglm-Gdd Glrrwotle-Pemmttofh llslom wlr dlrckt auf ate Bau-strne. Saglrn'Oold - Sdtwoizor QurlllAte'Glruwo{h - msde In Donm{tchi &n Endr dca Olaacchm.lrolens 9€i.r!t sioh drt fliitllgo Glrs im ftehn Fall rul schncll drth€nda schlcudorSchlibcn' o.r.otolohsndg strrhl wifd orb.' du'ch dlr frlngpbcht' wancuns 667 366leu{;r$helbon a€ Plaih geddlckl' Die aurtreleiden Fidcn wsrdan mh clnsm hail!6n Abga3atGhl nach unlcn abqploit t und .daboi zu lrngen, fainrtcn Fe3grn ru6gsEog l. Tn."rm,!kg.kil.h.|'g$ohorvo.r: fffffioiltda&, 2so'c &*ullgE!6t(e&J{rgant!$f eq,9 0.32 (U myllft Pr lF rn (-) - J:r QualitEitskontrolle -JEa1Ln]ll;=lSLEFigtErEirlrErqgdl[Jlr.-i ' ;:lilaillSl]g!:t!4:Jra : :-" :J-:j. ':: :r';'- l&r,'- -7 s/sz" '(hl**l All. St!l$-qot.t hoctukte slnd ftd von Arbst, allikogrnrm iist*iri pun gi:lcen, Konlarvicrungpmlt'ln odet grd'trn g e' f$rlichrn stoltrn nroh def schwelzgtlsohan clflgatdEg'Dung uno Stofivlrordnung. Bd d.r wntb.ltun0 und bd.b'rtlm' mung3efntlrrsr Anwrndung konnan luch Koinl gfltlrnEntn Slotfi rntrtchcn odtr fr.ig.esEt rtYe ftl'n' Empfehluna.n dt KEoE (Konfrtnz d.r BluoEElr d.. Bun' ded und ccr SLrVA frrr Frolcktteibr und Phn'f ar/ '|tnw'nqung von Mlmral$ralla-P/oduld.T .Dlccr kiinncn volwrrldrt und alng'brut w'rtlcn' Eeim Hn- bal skrd dio Vorschrlft€n dcr HlFtcll" !u bes€htn' lrrb'|on- iare mrm em Arbrittoistr dcr MAK'Wbrt clng'hrlt€n wortl'fl'" ll|]Ujll 69 81 8ti 9! li+ qlr0l q00Z 'rdV'i OLD sffiffiffiffi Die Herstellung von Saglan-Gold Glaswolle - made in Durren#tschl It- ." l , ."'€::::- g.gbr-Gold gl|rwollodlmlrgtoflc ahd etlorgulrch€ Min fll' tasern vor glasigai niohllolst8lln r, homogcner SfuHur,-wdlh. au3 den nft0rlich.n FoiFtolbh ou.rt.nd (tlsuPt ntail), Kalk. Sadr, Dolomh und aJ€gtzlichon Sohmrlzrtoficn |m Bhsrr- tehno h6€.rtelh wardcn. Ob Vqtdrlung voll Ouarzsrnd 2rr t intr S|elrn'Goltt GltF wotle und dlc Harctdlung zu cl€n wrlchlcd€nl.l &3lt|r4oad ftoduk'ten crfodat cinen k.|llCttlenon, v.fihfensschnbchcn Hdstdlung!proraa3; h einer Avtbomitungf nhgE mrdrn dic tur Gl.|horsiollung ucrtOttOtan Rotatotf; ebC;,rog.n md gcfiboht' obrr cln Beochictungpsythm golsngfi drr Clcmengo in da1 glsEelrn. wo G. b3i ce. tgoco acrolmolzm wlr6. oar lliirdgc GlEr eigi|.i{ slch In rhem kootlnulcrllctren St6hl attf die 6plnn- Di. Srglrn-Gold - oeswdi€Produktl*r wid Inufcnd durch unr 0benvicht und kontrpllitrt und lmmct wladsr vgn offlzlellen Pruffnstituten konrolliert, grt!|tct und bcglrublgt. Saglan-oold .ntspricht dcn heutigrn hochst€n Anforda'un' oen ir: fi whrma- und Schslldim'ntachnlk' Um unEdln fohcn Schn clzr. Qudituttrandad ze rttldtafi' watd.n in un3an't Llbors stlndlg Versucm b.etlglioh Wittmc'', l{llte', Fruchllg- kei!- und Uv--Brlnilungs'Enll!3rc tuf dh &ghn'Go5 Pro dukte durchgcJohrt lm \rt rn<Cabor crfolgrn SchnEllvcrruclrc, dir rc rrfidolichcn, di€ laulendr hoduKlon lofon aJ b.airF rlusen. ln drocclabor wrdm dle Wrtt vrrlizlili ut:d aJrlE' llch vof -"-: En:::':'--'|ch. durchgdohtl.?'s it(Jb'/il Boulder Environmental Management, Inc. 5 Deer Trail Road, Boulder, CO 80302 Phone: (303) 449-1175 Fax:1(866) 6994121 March 8,2005 Arrigoni Woods Mr. Balz Arrigoni P.O. Box 3125 Vail, CO 81658 SUBJECT:Asbestos Survey and Bulk Sampling for Building Demolition 1718 Geneva Drive. Vail. Colorado Dear Mr. Arrigoni: Attached is the report for the bulk sampling of suspected asbestos-containing materials at 1718 Geneva Drive, Vail, Colorado. This report must be used for complete building demolition purposes only. This investigation was conducted on behalf of and for the exclusive use of Arrigoni Woods (client), solely for use in a limited asbestos survey of the property. This report and the findings herein shall not, in whole or in part, be disseminated or conveyed to any other party, nor used by any other party, in whole or in part, without prior written consent of Boulder Environmental Management. The results of this survey are limited to materials that were assessable and foreseeable to the inspector. Additional materials may exist behind hard surfaces. Personnel knowledgeable of asbestos containing materials should always oversee demolition activities. Demolition work should be halted and sampling performed by a state of Colorado licensed building inspector if additional materials, which are suspected of containing asbestos, are encountered. Ifyou have any questions regarding the contents ofthis report, please do not hesitate to contact us. Sincerelv.fl, ..\14,_-_..._/ L--.----..---. Chris Maron Project Manager *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* Bouldtnvironmental Manage-.n,*. ,*"., L3iifill,T"o' "*'$iii ??,??i?'nn",,, ASBESTOS SURVEY AND BULK SAMPLING REPORT FOR BUILDING DEMOLITION OF I7I8 GENEVA DRIVE. VAIL. COLORADO Introduction: On March 3, 2005, Boulder Environmental Management, Inc.'s building inspector, Chris Maron, conducted an asbestos-containing materials survey. The purpose of the survey was to identify asbestos containing materials (ACM) and materials presumed to contain asbestos (PACM) as defined by the Environmental Protection Agency (EPA) for the purposes of eventual building demolition. Sampling: During the sampling process, suspect ACM was separated into three EPA categories. These categories are thermal system insulation (TSI), surfacing ACM, and miscellaneous ACM. TSI includes all materials used to prevent heat loss or gain or water condensation on mechanical systems. Examples of TSI are pipe coverings, boiler insulation, duct wrap, and mud packed fitting cement. Surfacing ACM includes all ACM that is sprayed, trowelled, or otherwise applied to a surface. These applications are most commonly used in fireproofing, decorative and acoustical applications. Miscellaneous materials include all ACM not listed in the thermal system insulation or surfacing categories, such as linoleum, vinyl asbestos flooring, and ceiling tile. Boulder Environmental Management, Inc. followed EPA recommended sampling guidelines for identification of asbestos in bulk matrices. A set of three (3), five (5), or seven (7) samples were collected for each material type and analyzed by Polarized Light Microscopy (PLM). Each sample set was systematically analyzed. Upon determination that a sample in a set contained asbestos, analysis of the remaining samples in the set was discontinued. If no asbestos was detected during the analyses, the suspect material was determined to be negative for asbestos content. *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* Bouldtlnvironmental Management,*. ,0""" i,H;f;:',',X"' "'T* ??'??i?3"0"' Results: The following materials were analyzed and determined to be asbestos-containing utilizing polarized light microscopy (PLM). ASBESTOS-CONTAINING MATERIALS MATERIAL SAMPLE LOCATION SAMPLE ID CONTENT White linoleum Upstairs bathroom 3-3-CM-llC % chrysotile Brick pattemed linoleum Foyer at garage 3-3-CM-l9E % chrysotile The following materials were analyzed and determined to be non asbestos-containing utilizing polarized light microscopy (PLM). *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* 3 *Health and Safety Training* NON ASBESTOS-CONTAINING MATERIALS MATERIAL LOCATION SAMPLE ID Popcom textured acoustical ceiling Living room, Dining room, Upstairs hallway, Northeast upstairs bedroom, Southeast upstairs bedroom 3-3-CM-OlA 3-3-CM-02A 3-3-CM-03A 3-3-CM-04A. 3-3-CM-O5A Orange peel textured drywall andjoint compound Pantry closet, Living room mantle, Upstairs southeast bedroom closet, Upstairs hall closet, Upstairs bathroom 3-3-CM-06B 3-3-CM-078 3-3-CM-088 3-3-CM-09B 3-3-CM-l0B Bouldtnvironmental Managr-r.rr,*. 5 Deer Trail Road, Boulder, CO 80302 Phone: (303) 449-1175 Fax: I (866) 699-4121 The following materials are presumed to be asbestos containing and may remain in the building during demolition: Discussion: Sample analyses results are reported in percentages ofasbestos and non-asbestos components. The EPA defines any material that contains greater than one percent (1%) asbestos, utilizing PLM, as being an asbestos containing material. Materials that are identified as "non detected" are specified as not containing asbestos. *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* 4 *Health and Safety Training* NON ASBESTOS-CONTAINING MATERIALS MATERIAL LOCATION SAMPLE ID Knocked down textured drywall and joint compound Garage, Laundry room, Lower bathroom, Lower hall closet, Lower northeast bedroom closet 3-3-CM-l4D 3-3-CM-l5D 3-3-CM-r6D 3-3-CM-17D 3-3-CM-l8D White with red diamond pattemed linoleum Downstairs bathroom 3-3-CM-22F 3-3-CM-23F 3-3-CM-24F Foundation plaster Northeast eomer, Northwest comer, Southwest comer 3-3-CM-25G 3-3-CM-26G 3-3-CM-27G PRESUMED ASBESTOS CONTAINING MATERIAL MATERIAL LOCATION Floor tiles and mastic adhesrve Locations not noted Tar impregnated roofing Roof eoutdtlnvironmental Manag..rn,lr. 5 Deer Trail Road, Boulder, CO 80302 Phone: (303) 449-1175 Fax: I (866) 699-4121 Conclusion: A licensed asbestos contractor must abate the following materials prior to demolition: l. -25 square feet ofasbestos containing white linoleum on underlay in the upstairs bathroom 2. 40 square feet of asbestos containing brick patterned linoleum on concrete in the laundry room and the foyer to garage Boulder Environmental Management will need to verify that the materials noted above have been abated prior to signing the application for demolition required for the demolition contractor. The laboratory reports supporting these findings are attached. Applicable state, federal, and local environmental regulations stipulate that all "friable" asbestos containing building materials, 'materials that can be crumbled by hand pressure', be removed or abated before the building can be demolished. Please contact Boulder Environmental Management, lnc. with any questions or concerns regarding this report. Sincerely, t1/ /t 4L-la- / L--,- Chris Maron (AHERA Building tnspector 615) *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* 5 *Health and Safety Training" frn-/tr Boulder Environmental Menagemeng Inc. 5 Dccr Tnil Roa( Bouldcr' CO 80302 Phone: (303) 449-1175 Fax' I (860 6994121 ASBESTOS BULK SAMPLE LOG LocATroN: l?t! &n.uo. b, Vrl BlGs? CLIENT: /lrrr5q*.i tJ'ds,Po Bo* 5r?5tVci\ Oo SlDsE DATE: 3l: /"s tlo - t)'l- or?f INSPECTOR: Chris Maron TEST METHOD: PLM Rt. flrr5o..; {qr., lto -qr1 - l$ tg TURNAROUND: 7A \r SPECIAL INSTRUCTIONS: 71 STAP ON FIRST POSITTVE FOR EACH SET sAMpLEs corlEc;; "",{'tl - - 4^-- - "aas; s/s/o+ rME: SAMPLES RECEIVED NV. / ftJ DATE: ,/O/,,,*E: - BI.JILDING/LOCATION /-r- I gOQ \..irt h*.ll fr\r{- ld TESTMETIIOD: PLM Boulder Euvironmental Mrnagement, Inc,' 5 Deer Trail Road" Boulder, CO E0302 Phonc: (303) 449-1175 Fax I (866) 699-4121 ASBESTOS BTILK SAMPLE LOG TURNAROUIYD: Z\ \- LOCATION: t?tB G."'.v.. N, Ve.,\'t CLIENT: INSPECTOR: Chris Maron DATE: s /:/q SPECIAL INSTRUCTIONS; /)rToP 9.1FIRST POSITME FoR EACH SET $AMPLES CoLLECTnnnv: L/"^JLu-,-- no*, sblot- TIME: -lt DATE:1/q/"r TIME: S.A,MPLE II)MATERIAL SAMPLED BUILDING/LOCATION QUANTITY ?-3. cnr - t\q.r..rL,J. l;,- ooJ r,$sQlcl(. c ["+x tq$L^onkooj do-^ {=t{- tSt qqtq ( ( (5b .-tJ J lA,r.dr.., frn tsN I lo"o. l-olh t1${**. h"t\ elosof r8D lo,,-. i.rA- RR "1o.,"{ (qE t, l"l. F.qH"r.'..I ll^o &.'. of q.(q(e ?c)jo &E l III >lt-lo., ^d.n fz,,.'.I eaF rlhiL ul rJ digo,"o\do*"*s{tr- ls"l L, ?31=\i^o,f I zr{F-t SAMPLES RECETVED BY: dSuf -15 Boulder Environmentrl Management, Inc. 5 Deer Trgil Roa4 Boulder. CO 80302 Phone: (303),S49-ll7j Fax I (866)6994121 ASBESTOS BULK SAMPLE LOG LOCATIONT t? lt &.,.,* \,., Ue, I CLIENT: INSPECTOR: Chris Maron TEST METHOD: PLM SPECIAL INSTRUCTIONS: SAMPLES COLLECTED BY: DArE: <lS/c: TURNAROUITTD: z'i hr TOP ON,FIRST POSITIVE FOREACH SET rl DATE:3/3/q5i TIME: SAMPLE ID MATERIAL SAMPLED BUILDING/LOCATION QUANTITY l-3'o^- zsG f"a*.l;o olqs+cn tr\, Lj c qrne r ?.c6 21G \SU : --1\-, \--ig',_1 ,l_'.!Ji.' en Services CLIENT: CLIEMPROJECT#: PROJEICTNAME! ABBX.EVIATIoNS! BOI,JLDER. EIYVIR.ONMENTAL, 5DEERTT.6,IL N.OAD BOULDE&COt|l302 ITI8GEI{EVADN* SAMPLE TYPE W.Vinyl Floor Tllc FSi.Fbor gho.tint AC.Acourdcrl Sprry{)n Cr.C.lllngfik DJM-Drywrll Jolnt Mud WP-Wdl.Phst r GRAN.Gnnulrf SEIPROJECT#: DATE OF f,ECEIPT: DAT:E OF ANALYSIS! SAMPLED EY: PAGE#: INC.030s-15 03-03.05 03.0,1-05 CLIENT toFz AsBEsf,pfiTl?E CIIRYS.Chrytodlc iLf,t0tl-Anodtc CROC.Croddolit3 TREM.Trcmolltr NAD-No Arbcr*or lh:ctcdTRACE<l*Atu InE 7100 N. Broadway Ste.6-5, Denver, CO.80221 Phone (866)487-4533 Fa:r $03t&7.4534 MATEN,IALTIPE CELI-Cclluloue FG.FihwrGle AGG-Aggrcgatc M-Non Flbrour BIN.Bindgr 8YN-Synthdic HH.Horr Hair MI}T/NVLAPIJ\B *M0;,,ilo cxfst SFTLAB.,#;II8DB8T(Xi ..i.;.::.:lj; :. ,..: :. OITEETXATE$.AI,8 8.c?lo_ 'G.rtfid.d froFao- 03.{t34M4rA .566t AOWIIITBFOWDET NAD I|IOfiAGGNECATE cooD YE$ t.||{M.02A 15669 AC'wHUTE, PoTWDER NAD I|lO9iAGCNEGATE GOOD YES t.u{,M{tA 15670 AC.WHTTE POWI'EI.NAI'l00SAGi'cnECATE GOOD YE6 l-||.qtG0aA +t671 AC.WHTTE,BOWDEN NAD I OO9iACOTEG ATE GOOD YEOr, -ctf,osA 4fi72 AC-TYHITB, POWDER NAD I OO 96AGGRECATE O(X}D . YE$ r-r l-cM,06E t567t TEXTUR,ED DNYWALI./D'M. WHITE. GN^N NAP lSftcELL+ACG GOOD NO t-t t.cM.07B 1ft71 TEXTUNED DNYWAJ,UDJM. rfftflTE. Gn^-trr NAD ISSCELL+AGG OOQD NO -r t-cM-of,D a*J'TETTUTED Df,TTYALMNM. WHITE OtNll NAD tSSCeLL+AGG cooD NO r-r r -cM{98 4fi75 TEXTUIEII DNYWAI,UXUM. 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I I .cM-20E .5681 DID NqI ANALYZD r r-cM.2lE 150et DTD NOT ANALYZE l.n-cM,22F .ls.llt FS.WHITE" VINYL NAD l00ftNF oQol)YES qtP ,tfo.t p.t!| lrly lo lL. li'r rr*d., 'tll rt'a'r rt.J'rc br ]+!d|.rd .rc.!a b -lll ,trl f,.rruoftf E?1, Ttb |tp.rt c.atst bc !r.d b] A. GI.r. 14 .trh 9!odr|.ri9P-Y$lg$rlv tE ?.f tlc u'i. c'o'.r!rtar noc Tr.;rd.r "ryvi.la "Lt. tteil""; airl.*J.-4,. rn lrc rtrof racrr nrrrr. DdlEftht rr.j|r G,D b.oortr4! !t rlM q JIM r!'l)4* sEl rtaor.rrd rt.I*da bt F{rt stdrb.-D?n.:E .tC{.dtc.fctr).r TEM |.!.lt r(fu. rb||ad d.|..6.a) tbr D|t.rl& rtebr.d b).ElA T{E'H PE |!d..!t &ri|! lc |l.! t.| p.'Edalm) irc'*ff[|rcO Lgm,rO. *tirrtcr r,, r,rttltr lor &.ddrh!|t ftr. I -,./ \--..1\. r4rJ i$tr.,-) In o SEI PROJECT#: PAGE IF: Services BOULDER. ENVIR,ONMENTAI. INC, ITIE GENEVADN. 0305.15 aoF 2 triim En CLIENTI PROIECTNAMET METIIOD: DEIECTIONLIMIT: ANALYSTT Authorized $ignahrre: 7100 N. Broadway Ste.6-5, Denver, CO. 80221 Phone (866)48?-4533 Fax (303)487-4534 CLIEI$T.#saI.LAD#" traplr fr.l s I'll-cM.gtF .5690 FS.WHITE VINYL NAD I OO9DNF GOOD YE9l-rr{M.2aP as69l FSWIIrIE, VINYL NAD t009eNF GOOD YEs r-114M-25c 45692 FLASTES.TAN,6.rAT NAI)IOO''ACOREOATE cooD YE$ l-rr'cM.260 45693 PLASTBX.T/INI GRAN NAD IOOTAGCNEGATE 000D rEs l'rt.cM.27c t3691 FLASTEN.TAI{. GRAN NAD l00tsacGREoATE oooD YES PolrrLcd Uglrt Mirorcopy, EpA M;drcd 600/R.9yll0 I % Arbc*or Larr Mrlmtrorn ''ft- ryed Frr&. onlt (o tt ttqu t drd. Ttl rr0of| r||, let b. 4"fi..d -.?! g]!t rIf Fr!ll||o. !a gEl, ttrlr cpqrf .|r|ror U d bJ aL dtq, ao G||L Frdr.trtdsttflan bt lw[^ Icr|rt*Ery oltrru,t OoyG;E-'noe tt;nl-"rryyrrU.Frli Nar$vc" (<lr) rDrra4. L r. tlr dr. drn** ftar D.fitlrtv. n.|lr !.r b..tr'i!ed Dy ?EM c 6Exu r'$al 6El rt'r'o& *'-.tgrr lve-, i&L ..*r :fgr $ru!"rool a TEM an||J,*{b .orr'd dc"dd f*;;; r.tsrald D,Er |G8HAI$ $d..!|drig lrr tu hr ?$rod<rorl riator-dr rariJinFauo. 8.{b r..drrr rr rvrl.blc hr rd .dddmd f... Koechlein Consulting Engineers, lnc. Consulting Geotechnical Engineers 12364W. Af ameda Pkwy . Suite 115 . Lakewood, CO 80228-2845 www.KCEDenver.corl LAKEWOOD (303)98s-1223 (303) 989-0204 FAX AVON/SILVERTHORNE (970) 949-6009 (970\ 949-9223 FAX January 17,2005 Mr. Adam Harrison P.O. Box 1624 Avon, CO 81620 Subject: Preliminary Geotechnical Investigation Proposed Residence 1718 Geneva Drive Vail. Colorado Job No. 05-007 As requested, we have prepared this letter describing our foundation and construction recommendations for the subject project. The recommendations presented in this letter are based on data reviewed from previous investigations in the area and our experience -sained ftom similar projects and subsurface conditions in the area. The information provided in this letter may be used for design purposes and should be confirmed during the construction for the new residence. Existing Site Conditions The proposed residence will be constructed at 17i8 Geneva Drive in Vail, Colorado. Currently the site is occupied by an existing residence. The residence is two-stories in height with a below grade level. The lot is bordered on the north and south by existing single fan-rily residences. Geneva Drive borders the site to the west, and vacant lots border the site to the east. Topographi' of the lot is fairly level, however, the residence is constructed on a steep mountainside with an approximate slope of 30 percent. Previous site gradin-e has been perfonned to level the site. Vegetation on the lot consists ofgrasses, weeds, bushes, and a sparse stand ofaspen trees. Proposed Construction We understand the project will consist of the demolition of the existing residence and ihe construction of a single-family residence at l7l8 Geneva Drive in Vail, Colorado. We anticipate that the new residence will be two stories in height u'ith a below grade level and associated driveway. We anticipate the new residence will be of cast-in-place concrete and wood frame construction with slab-on-grade floors. Removai of the existing residence and construction of the new residence may result in excavations of up to i5.0 feet deep. We understand that the Mr. Adam Harrison January l7, 2005 Job No. 05-007 Page 2 of l0 foundations for the residence. Access loads were assumed KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Gcotechnical En gin eers new residence will be at approximately the same elevation of the existing to the residence will be from Geneva Drive. Maximum column and wall to be those normally associated with residential structures. Investigation A geologist from our office observed the conditions of the site on December 28,2004. Because an existing residence is located on the site, and due to the limited accessibility of the site, it is our opinion that a formal subsurface expioration of the site is not feasible. In order to assume the subsurface conditions below the existing residence, we reviewed several projects that were performed in the immediate area. The preliminary recommendations made in this letter gS! be confirmed during the demolition of the existing residence and construction of the new residence. Subsurface Conditions Based on our experience with similar projects in the area, we anticipate the subsurface conditions below the residence may consist of existing fill, or naturai, red-brown to brown, pink, tan with white, dry to very moist, stiff to hard, sandy clay with scattered gravels, cobbles and boulders. Boulders greater than 12 inches may be encountered during removal ofthe old foundations and construction for the new foundations. Because an existing residence is located on the site, we anticipate that existing filI will be encountered during the demolition of the existing residence and construction of the new residence. We anticipate the existing filI could consist of topsoil, sandy clay, sand and gravel with scattered cobbles and boulders, and possibly old building materials. The amount, extent, and quality of the existing fill is unknown at this time. However. the amount, extent, and quality of the existing fill can be better determined during the demolition of the existing residence. Because a formal soils and foundation investigation cannot be performed at this time, we do not knori at what depth ground water will be encountered. However, we understand that the new foundations wiil be at approximately the same elevation as the existing foundation. Provided that the new foundation is at the same elevation of the existing foundation, we do not anticipate that ground water will be encountered during the removal of the existing residence or construction of the new residence. However, if gound water is encountered during the rernoval of the existing foundation or construction of the provide site-specific recommendations at that time. Radon new residence, we should be contacted to In recent years, radon gas has become a concern. Radon gas is a colorless, odorless gas that is produced by the decay of minerals in soil and rock. The potential for radon gas in the subsurface shata is likely. Since below grade areas for the residence are planned, we recornmend that the building be designed with ventilation for the below grade areas. Mr. Adam Harrison January 17, 2005 Job No. 05-007 Page 3 of l0 Mold Mold tends to grow in areas that are damp and dark such as bathrooms, crawlspaces or other such below grade areas. Recommendations for mold prevention, mitigation or remediation are outside the scope of this investigation. We recommend that the contractor and/or owner contact a professional Industrial Hygienist to provide specific recommendations for the prevention and./or remediation of mold. Existine Foundations and Utilities An existing residence is present on the subject lot and will be demolished prior to construction of the new residence. We recommend that all foundations and existing fiil from this structure. be removed and, if necessary, replaced with propoiy moisture heated and compacted approved granular structural fi ll. Any utilities to the existing residence should be removed and the associated fill should be replaced with approved structural fill. This includes, but is not limited to, fill in trenches for the various utilities that could be encountered during demolition of the existing residence or during excavation for the new residence. A representative from our office should observe the removal of the existing foundations and fill from utilities in order to verifu that the fill and foundations have been rernoved prior to construction of the new residence. New granular structural fill should be moisture conditioned and compacted as recommended in the Compacted Fill section of this letter. A representative from our office should observe, test, and document all structural fiIl placed for the construction of the new residence. Excavations We anticipate that excavations of up to 15 feet deep could be required for dernolition of the existing residence and construction of the new residence. Care needs to be exercised durine construction so that the excavation slopes rernain stable. We anticipate that the subsurface soil at the new foundation elevation could consist of sandy, gravelly ciay, with scattered cobbles and boulders. These soils classifr as Type B soils in accordance with OSHA regulations. OSHA regulations should be followed in all excavations and cuts. [n order to maintain stability of the excavation slopes during demolition of the existing residence and construction of the new residence, temporary shoring may be required. The need for tanporary shoring should be evaluated during the design ofthe new residence. Because we anticipate boulders up to l2 inches in size could be encountered in the excavations, it is our opinion that heavy-duty construction equipment will be required to compiete the necessary excavations. Topsoil could be encountered during construction of the new residence. All topsoil beneath the proposed construction should be rernoved prior to any construction. The topsoil may be used in landscape areas. All existing foundations, fill, and soft soiis beneath the proposed construction should be KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotech n ical Enginccrs Mr. Adam Harrison January 17,2005 , Job No.05-00? Page 4 of l0 KOECHLETN C)ULTING ENGINEERS, INC. ConsuIling Geotechnical E ngin eers removed, and if necessary, replaced with properly moisture conditioned and cornpacted fill. All fill should be placed and compacted as recommended in the COMPACTED FILL section of this letter. Ground Water Because a formal geotechnical investigation cannot be performed at this time, we do not know at what depth ground water will be encountered. However, we understand that the new foundations wili be constructed at approximately the same elevation as the existing foundations. Provided that the new foundation is constructed at the same elevation of the existing foundation, we do not anticipate ground water will be encountered during the rernoval of the existing residence and construction ofthe new residence. Ifground v/ater is encountered during removal ofthe existing residence or construction for the new residence, we should be contacted immediately to provide site-specific recommendations at that time. Shorins We anticipate that excavations of up to 15 feet could be required for removal of the existing foundation and construction of the new foundation. [n order to maintain stability of the excavation slopes during dernolition of the existing residence and construction of the new residence, temporary shoring may be required. The need for temporary shoring should be evaluated during the design of the new residence. If a shoring system is necessary, we recommend a contractor specializing in shoring be contacted for design recommendations and construction of the shorine utilized. Foundations We anticipate that the subswface soils at the foundation elevafions for the new residence will consist of the natural, sandy clay with scattered gravels, cobbles and boulders. In our opinion, the new residence may be supported by a spread footing foundation system bearing on the natural, sandy clay. We recommend that the spread footing foundation systern be designed and constructed to meet the followine criteria: 1. Footings should be supported by undisturbed, natural, sandy clay, with scattered gravels, cobbles and boulders or properiy moisture conditioned and compacted fill, as described below in Items 2, 3, 7 , 10, I 1, and 12. 2. All existing foundation elements and frll must be removed prior to construction for the new residence. 3. Footings should extend below topsoil or soft surface soils and should be supported by undisturbed, natural, sandy clay with scattered gravels, cobbles and boulders or approved imported non-expansive structural fill. o KO E C H LE I N CO NS (J LT T NG E NGINE E RS, I NC. Consu!ting Geotechnical EngincersMr. Adam Harrison January 17, 2005 Job No. 05-007 Page 5 of i0 5. We recommend wall and column footings be designed for a maximum ailowable soil bearing pressure of3,000 Psf. Spread footings constructed on the natural sandy clay with scattered gravels' "obbt.. and boulders may experience up to 0.5 inch of differential movement between foundation elements. Because the soils are clayey, we anticipate that the majority of the differential settlement will occur after construction' 6. Wall footings and foundation walls should be designed to span a distance of at least 10.0 feet in order to account for anomalies in the soil or fill' Foundation wall backfill should not be considered for support of load bearing footings. Footings should be stepped and supported by undisturbed natural soils and should not be sonstructed on foundation wall backfill. Foundation walls or grade beams should be designed to sPan across ztn excavation backfiil zone and should not be constructed with footings within this zone. The base of the exterior footings should be established at a minimum depth below the exterior ground surface, as required by the local building code. We believe that the depth foifrost protection in the local building code in this area is 3.5 feet- Column footings should have a minimum dimension of 24 inches square and continuous wall footings should have a minimun width of 16 inches. Footing widths may be greater to accommodate structural design loads' We anticipate that cobbles and boulders could be encountered at the foundation elevation. Rernoval of the cobbles and boulders may result in depressions and rough bottoms in the excavation. The resulting depressions can be backfilled with importea fill or lean concrete. Refer to the Compacted Fill section of this letter for backfi ll requirernents. I L Pockets or layers of existing fill or soft soils may be encountered in the bottom of the completed footing excavations. These materials should be removed to expose undisturted, natural, sandy ciay with scattered gravels, cobbles and boulders. The foundations should be constructed on natural sandy clay with scattered gravels, cobbles and boulders or compacted fill. Refer to the 9g@!I section of this letter for backfill requirements. 12. Fill should be placed and compacted as outlined in the 9.@![ section of this letter. We recommend that a representative of our office obsErve and test the placement and compaction of each lift of structural fill used in foundation construction. It has been our experience that without engineering qualiry control, poor construction techniques occur which result in poor foundation perfbrmance' 1 8. 9. 10. Mr. Adam Harrison January 17,2005 Job No. 05-007 Page 6 of l0 KOECHLEIN CONSqLTING ENGINEERS, INC. Consulting Ge o te chn icsl Engineers 13. A representative fiom our offlce must observe the completed foundation excavation. Variations from the conditions described in this letter can occur. The representative can observe the excavation to evaluate the exposed subsurface conditions and evaluate our foundation and construction recommendations are applicable. Slabs-on-Grade We anticipate that the subsurface soils at the floor slab elevations for the new residence will consist of the natural sandy clay with scattered gravels, cobbles and boulders. ln our opinion, the natural sandy clay with scattered gravels, cobbles and boulders will safely support slab-on-grade floors with a low risk of movement. We recommend the following precautions for the construction of slabs-on- grade: l. Slabs-on-grad. *t O. consfucted on natural sandy clay with scattered gravels, cobbles and boulders or properly moisture conditioned and compacted, non- expansive structural fill. 2. All existing fiIl should be rernoved to expose undisturbed, natural, sandy clay with scattered gravels, cobbles and boulders. 3. Slabs should be separated from exterior walls. Vertical movement of the slabs should not be restricted. 4. Exterior slabs should be separated from the building. These slabs should be reinforced to function as independent units. Movement of these slabs should not be transmitted directly to the foundations or walls of the structure. 5. Frequent control joints should be provided in all slabs to reduce problems associated with shrinkaee of concrete. 6. Fill beneath slabs-on-grade may consist of approved non-expansive structural fill. Fillshou1dbep1acedandcompactedasrecommendedinthe@ section of this letter. Placement and compaction of fill beneath slabs should be observed and tested by a representative of our office. Foundation Drainage Surface water, especially that originating from snowmelt, tends to flow through relatively permeable backfill typically found adjacent to foundations. The water that flows through the fili collects on the surface of relatively impermeable soils occurring at the foundation elevation. Both this surface water and possible gpund water can cause wet or moist below grade conditions after construction. We anticipate below grade areas will be constructed for the new residence. We recommend the Mr. Adam Harrison Ianuary 17, 2005 Job No. 05-007 Page 7 of l0 KOECHLEIN CONS ULTING ENGINEERS, INC. Consulting Geotechnical Engineers installation of a drain along the below grade foundation walls. The drain may consist of a manufactured drain system and gravel. The gravel should have a maximum size of 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be saf-sfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated pipe with collection of the water at the bottom of the wall leading to a positive gravity outlet. Recommended details for a typical foundation wall drain are presented in the Typical Wall Drain De:ail, Fig. 1. Lateral Wall Loads We anticipate that below grade walls that require lateral earth pressues for desigrr will be constmcted for the new residence. Lateral earth pressures depend on the type of backfill and the height and type of wall. Walls that are free to rotate sufficiently to mobilize the strength of the backfill should be designed to resist the "active" earth pressure condition. Walls that are resrained should be designed to resist the "at rest" earth pressure condition. Below grade foundation walls are typically restrained. The following table presents the lateral wall pressures thaf be assumed for Earth Pressure Condition Equivalent Fluid Pressure' (pc0 Active 40 At-rest 55 Passive 300 Notes: 1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic pressures or live loads. 2. A coefficient of friction of 0.4 may be used at the base of spread footings to resist lateral loads. Backfill placed behind or adjacent to foundation walls and retaining walls should be placed and cornpacted as recommended in the Compacted Fill section of this letter. Al1 foundation walls must be properly braced before placing and compacting backfili. Placement and compaction of the fill should be observed and tested by a representative ofour office. Du: to the topography of the site, we anticipate that retaining walls could be constructed. Foundationsforretainingwallsmaybedesignedandconstructedasoutlinedinthe@. section of this letter. Lateral earth loads for retaining wall designs are presented in the fulera! Wall Loads section of this letter. In order to reduce the possibility of developing hydrostatic pressures behind retaining walls, a drain should be constructed adjacent to the wall. The drain may consist of a manufactured drain system and gravel. The gravel should have a maximum size of 1.5 inches and have a maximum of 3 percent passing the No.200 sieve. Washed concrete aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by e perforated pipe with collection of the water at the bottom of the wali leading to a positive KOECHLEIN CONSULTING ENGINEERS' INC. Consultittg Geolechnical EngineersMr. Adam Harrison' January 17,2005 Job No. 05-007 Page 8 of l0 gravity outlet. A typical detaii for a concrete cantilever retaining wall drain is presented in the Typical Retaining Wall Drain Detail, Fig. 2. Surface Drainage R;d*t"g th" *"tting of structural soils can be achieved by carefully planned and maintained surface drainage. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed' 1. wetting or drying of the open excavations should be minimized during construction. 2.Allsurfacewatershouldbedirectedawayfromthetopandsidesofthe excavations duringi construction. 3. The ground surface surrounding the exterior of the residence should be sloped to drain away from the structure in all directions. we recommend a slope of at least 12 inches in the first l0 feet. 4,Hardscape(concreteandasphalt)shouldbeslopedtodrainawayfromthe residence. we recommend a slope of at least 2 percent for all hardscape adjacent to the residence. 5. Backfill, especially around foundation walls, should be placed and compacted as recommended in theCgp.gg![g!-[i!l section of this letter' 6. Roof drains should discharge at least l0 feet away from foundation walls with drainage directed away from the residence' j . Surface drainage for this site should be desigred by a Professional Civil Engineer. Irrisation i-on ryrtems installed next to foundation walls or sidewalks could cause consolidation of Uactntt below and adjacent to these areas. This can result in settling of exterior steps, patios and/or sidewalks if they are constructed on these soils. we recommend the following precautions be followed: l. Do not install an irrigation systern next to foundation walls or above retaining walls' The irrigation systenishould be at least 10 feet away from the residence or face of retaining walls. 2. Inigation heads should be pointed away from the residence or in a manner that does not allow the spray to come wiihin 5 feet of the residence or face of retaining walls' Mr. Adam Harrison January 17,2005 Job No. 05-007n"r'f ,of 5. Control valveboxes, for automatic irrigation systems, shouid be located at least 10 feet away from the structure and periodically checked for leaks and flooding. Compacted Fill Structural fill for this project may consist of natural sandy clay with scattered gravels, cobbles and boulders or approved imported, non-expansive fiIl. The imported fill may consist of non- expansive silty or clayey sands or gravels with up to 30 percent passing the No. 200 sieve and a maximum plasticity index of I 0. No cobbles or boulders larger than l0 inches should be placed in fill areas. Fill areas should be stripped of all vegetation and topsoil, scarified, and then compacted. Topsoil may be used in landscape areas. Fill should be placed in thin loose lifts and moisture conditioned and compacted to the recommended compaction shown in the following table. Recommended compaction varies for the given use of the fill. We recommend the contractor and/or owner contact us so that a representative from our office can observe and test the placement and compaction of each lift placed of structural fill. Fill placed behind retaining walls and below foundations, slab-on-grade floors, and exterior slabs-on- grade is considered structural. It has been our experience that without engineering qualify controi, poor construction techniques can occur which result in poor foundation and slab performance. Limitations Although review of projects within the area has provided a basis for the assumed subsurface conditions presented in this letter, variations within the subsurface conditions could occur. In KO ECH L EI N CO NS (/ LTI N G E NG INE E RS, I N C. Consulting Geotcchnical Engincers Use of Fill Recommended Compaction Percentage ofthe Standard Proctor Maximum Dry Density (ASTM D.698) Percentage ofthe Modified Proctor Maximum Dry Density (ASTM D-I557) Percentage ofthe Optimum Moisture Content (ASTM D-698 or D-1557)' Below Structure Foundations 98 95 0to+4 Below Slab-on-Grade Floors 95 90 0to+4 Utility Trench Backfill 95 90 0to+4 Backfi ll (Non-Strucrural)90 90 0to+4 Note: For granular soils the moisture content should be -2 to +2 of the optimum moisture content. Mr. Adam Harrison January 17,2005 Job No. 05-007 Page l0 of l0 KOECHLEIN CONS ALTING ENGINEERS, INC Co n s u lti n g G e o tcc h n i cal E nginecrs order to confirm the assumed subsurface conditions and our preliminary foundation design and construction criteria, a representative from our office 49! observe the completed foundation excavations and footing preparation. Subsurface conditions must also be confirmed during the demolition of the existing foundation. The placernent and compaction of each lift placed of fiIl, as well as installation of foundations,, should be observed and tested. We appreciate the opportunity to provide this service. If we can be of further assistance in discussing the contents of this letter or in analyses of the new structure from a soils and foundation viewpoint, please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC. Jay P. Skinner Geologist Reviewed by: (4 copies sent) Scott B. Myers, Senior Eneineer -.l'H"TlH"'J:TB"='i"?gi.'ff #i; MANUFACIURED WALL DRAIN BELOW GRADE WALL TJATERPROOFING OR OAMPPROOFING FILTER FABRIC L_f_, PLASIIC 2" MlN. NOTES: 1. ORAIN SHOULD BE AT LEAST 12 INCHES BELOW TOP OF FOOTINC AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. EXCAVATIONS ADJACENT TO FOOTINGS SHOULD BE CUT AT A 1 TO 1 (HORTZONTAL TO VERTICAL) oR FLATTE| _SLofE FROM THE EOTTOM OF. THE FOOTINGS. EXCAVATIONS ADJACENT TO FOOTINGS SHOULD NOT BE CUT VERTICALLY. 3. THE DRAIN SHOULD BE LAID ON A sLoPE RANGING BETWEEN 1/8 |NCH AND 1/4 INCH DROP PER FOOT 0F DRAIN 4. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH TO NO' 4 GRAVEL WITH LESS THAN 3% PASSING THE NO. 2OO SIEVE. 5. THE BELOW GRADE CONCRETE FOUNDATION WALLS SHOULD BE PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYEO ON MASTIC WATERPROOFING, DAMPPROOFING, OR AN EQUIVALENT PROTECTION METHOD. TYPICAL WALL DRAIN DETAIL CLAYET BACKFILL COMPACTEO BACKFILL EDCE OF EXCAVATION (EXCAVATE AS PER OSHA REGUI.ATIONS) JOB NO.05.007 FIG. 1 I CLAYEY BACKFILL COMPACTED BACKFILL EDGE OF (EXCAVAIE AS PER obHA RECULATIoNS) -c.-H"""?i[?'r'Jl:f""'il.,?::,=fr?g: MANUFACTURED WALL ORAIN RETAINING WALL rtLt L11 r PERFORATED NOTES: .I . DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE IAID ON A SLOPE RANGING BETWEEN 1/8 rNcH AND 1/4 INCH DROP PER FOOT OF DRAIN. 3. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH T0 NO' 4 GRAVEL WITH LESS THAN J% PASSING THE NO. 2OO SIEVE' 4., THE BELOW GRADE CONCRETE RETAINING WALLS SHOULD BE PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON MASTIC WATERPROOFING, DAMPPROOFING, OR AN EOUIVALENT PROTECTION METHOD. JOB NO, 05.007 TYPICAL RETATNING WALL DRAIN DETAIL FIG.2 o DEPTOWN OF VAIL ?5 S. FRONTAGEROAD VAIL, CO 81657 970-479-2t38 fi2 6qraooTe ARTMENT OF COMMUNITY D NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PROJECT TITLE: NEW (SFR,P/S,DUP) PERMIT Permit #: 805-0058 o EVELOPMENT Job Address: 1718 GENEVA DR VAIL Status . . . : ISSUED [,ocation.....: 1718 GENEVA DR. Applied. . : U/14/2@5 Parcel No...: 210312312036 Issued . . : 05ll0l200r5 ProjectNo t ?i, ttl_ogo> Expires..: lll06/2ffi5 owNER ARRIGONT, BALZ & CHRTSTINA 04/t4/2005 phone: 479-1800 PO BOX 312s VAII, co 816s8 APPLICANI ARRTGONI INCORPORATED 04/!4/2005 phonez 970-479-L800 P.O. BOX 312s VAIIJ, CO 816s8 L,icense:200-B coNrRAcToR ARRTGONT TNCORPORATED 04/14/2005 Phoner 970-479-LAOO P.O. BOX 3125 VAIIJ, CO 8L658 License: 200-B Desciption: TEAR DOWN OF EXISTING HOUSE, CONSTRUCTION OF NEW SFR Occupancy fype FacEor Sq Feet. Valuation Dwellings Zone 1 v-N 81 . 50 3 , 958 $322 ,577 - OO Private Garages Zone 1 V-N 2L.3O 585 $12,48L.80Totals... 4,544 9425,000.00't Number of Dwelling Units: I Town of Vail Adjusted Valuation: $425,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 #ofGas Logs: | #of Wood Pallet: 0 FEE SUMMARY g0 . 00 Total CalculaEd Fees--- > 55 ,327 .29Building--- > 92,813.75 Resfiarant Plan Review-> Plan Check--> S1,828.94 DRB Fee----------------- >go. oo Additional Fees-------->$0.00 Investigation- > Will Call--- > S0 . 00 Recreation Fee------ ) 93.00 Clean-up Deposit----- > s5s1.50 Total Permit Fee------- > 95,321 -29 $o .00 Payments----------- > 55,327 .29 TOTAL FEES----------- > 55,321 .29 BAI-ANCE DUE---- >$0.00 Approvals: Iten: 05100 BUILDING DEPARIIT{BII o5/o4/20o5 cAunion Action: AP Item: 05400 PLAIiINING DEPARII{ENI o4/22/2oos MF(c Action: AP Item: 05500 FIRE DEPARTI{Eliflt o4/L5/2oos JtR Action: AP Approved \^tith condition: 1. Install fj.re alarm system to comply with NFPA 72(2002). Item: 05500 PUBIJIC WORKS 04/22/2005 gc Action: DN Boulder wall in front seU back cannot exceed 3' in height. Remove any landscaping that exceeds 3' in height, trirn up 7t or remove any trees in PAGE 2 *. * * * * * * ** ** ** * ** *** * * ** '* ** * * * * * * * {. *,t * * * * * * *:t *,** * *,t *,t 1.*'f {.* * {.* 'r * * *:F ** *{r * * * ** tr<:f tr<*:t<**+**:t******:8******,F*,&*,F* CONDITIONS OF APPROVAL Permit #: 805-0058 as of 06-06-2005 Status: ISSUED * * * * * ** * * * * * * * * ** i. ** ** ** * *:t **,t *,f * ** * * !t *,t* * ** ** * ** * * ** *** * !t(* * ** {. !t {.,* i.,* 1.* 1. * 1. * * * * * * * *. tr 1. * {. * ** ** 1. **. **! * ** ** ** ** Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 0411412005 Applicant: ARRIGONI INCORPORATED Issued: 05n0t2m5 Job Address: 1718 GENEVA DR VAIL l,ocation: l7l8 GENEVA DR. Parcel No: 2t0312312036 *:t *:* {. '* ** **** **{. * 'F*:S:t:lr* * ** *,t * *. *:* *,F * !* !t,* * * * * ** ** *:t * !t* **:t* * !* * * *:t {.:f * !*:*:t * 't * ** {.* * * ** ** !F* * * *** ** * *! * {. **,} {. * * ** ** ** CONDITIONS ***********:*******,8***'t*:***r'1.,*t(,t*,t{.'1.*!t*:****,*{.,1r*!t*'N.**********{.***,**!t*!**!**{.******************************** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SI.JBMITTED AND APPROVED PRIOR TO REQUFST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQLIRED TO CHECK FOR CODE COMPLIANCE. the site distance "tta". provide erosion .ona"or? 150,00 dollarsfor PW permit. Submit Revocable ROW for any landscaping o5/o6/2oos gc Action: Ap street gxrtter. Provide or walls in TOv ROW. IICM: 05550 ET{GINEERING l.lla*i**:l*l*l*l*l See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code ard other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOLTRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 CONTRACTOR FOR HIMSELF AND OWNET TOWN OF VAIL FIRE DEPARTMENP VAIL FIRE DEPARTMENT 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2t35 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A05-0071 6og-oa56 Job Address: 1718 GENEVA DR VAIL Stafus . . . : ISSUED [,ocation.....: l7l8 GENEVA DR. Applied . . : 09/l5nn5 Parcel No...: 210312312036 Issued . . : 09127/2W5 Project No :f : 'rJ of -O5O> ExPires ' ': O3/2612n6 owNER ARRTGONI , BArrZ & CHRTSTTNA 09/1,5/2005 phone: 479-1800 PO BOX 3125 VAIIJ co 81558 APPIJTCANT VAIIJ ELECTRONICS, LTD. 09/t5/2005 phonez 97O-827-9a2Q P.O. BOX 460 MINTI]RN co 81545 L,icense: 198-S CONTRACTOR VAIL ELECTRONICS, Lm. 09/!5/2005 Phonez 97Q-a27-912O P.O. BOX 460 MINTURN co 81545 License: 198-S Desciption: ALARM SYSTEM FOR NEW RESIDENCE Valuation: $2.970.00 Electrical----- > DRB Fee----- > Investigation-- > Will Call--------- > $0. 00 $0.00 s0.00 $3.00 FEE SLTMMARY '*r|'a:a:i,ra+:.+****,**:*:l:*:t'*.*:*..****:**'*:***:*:t*:r:r*'*:*t:**+:r:*a*:*1.*'r't**:t** Total Calculated Fees- > $343 .38 Additional Fees--------> $55.00 Total Permit Fee------> $398.38 Payments---------- > $398.38 BALANCE DUE------.- >$0.00 Approvals: IICM: O55OO FIRE DEPARI'!{ENT oe/20/2oos JJR Action: DN Submittal denied for the following 1. No scale provided on prints. 2. Height of ceilings is not shown. 3. No battery data sheet was provided. 4. No data sheet provided for Caddx l{X-490 smoke detector. Item is no long'er available from manufacturer. o9/23/2oo5 JJR Action: Ap Networx Nx-491Mr to replace Nx-490 from original subnittal . CONDITIONS OF APPROVAL *i*r************* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. TOTAL FEES--> 9343.38 REQUESTS FOR INSPECTION 6HALL BE MADE TWENTY-FOUR HOURS AT 479-21ii5 FROM t:00 AM - 5 PM. NTRACTOR FOR HIMSELF AND OWNEF *+'t'l***************+f**t**f********+*******+++'itt***i***+****,i**+t******+******************f TOWNOFVAIL. COLORADO Statement + + +*+**** *****+'t*'t,t,|'l+**'tri'l'i'l*******+*****'l*'lf f I * t * * ***********t*******l** ***** ***** ******** Statement Nuriber: R050001595 Payment Method: Check ELECTROIIICS Amount: $398.38 09/27 /2005L0 :49 ArvrInit: LCNotation: #o2ol49(VAIL Permit No: A05-0071 q4)e: ALARM PERMIT Parcel No: 2L03-]-23-L203-6 Site Addresa: 1718 GENEVA DR VAIIJ L,ocation: 1718 GENEVA DR. Tota1 Fees: This Payment:$398.38 Total AIIJ PmEs : Balance: $398 .38 $398 .38 $0.00*'lt'tr.*****t***'*+++*****'|********+***+++**r'|+*tr,t*{r********+*+++++++++***t{'!t*{'!t't+++*+********** ACCOI,JNT ITEM LIST: Account Code Description Current Pmts BP 0 0100 0 03111100 cIJ 00100003123000 PF 00100003112300 FIRE AIJARM PERMIT FEES CONTRA TOR IJICENSES PLAlil CHECK FEES 111".38 55.00 232.OO APPLICAfloN;LL NOT BE ACCEPTED IF INGOIIIPLETE Project #: Building Permit #: Alarm Permit #: fireAlarm: $ 0, for Parcel# ****!************:l*:k!*:*:k****r*:r********tr*FOR OFFICE USE ONLY********!t*:t:t**************!k**i**'***.** Corrmerciat & Residential Fire Alarm shop drawings are required at time of 75 S. application submittal and must include information listed on the Vail' Golorado Fire Alarm Contractor: \ q-,\ E\ecko"r...s Tom of Vail Reg. No.: \qg.s Contact and Phone #s: Gc,"., bar-qtro E.Mail Address:A Contractor Signature:\J t- COMPLETE VALUATIONS FOR ALARttl PERilIT (Labor & itaterials) Contact Assessors Ofrice at 970-32E-EU0 or visit Parcel #c ro1123\ a o3b Job Name:Arri oo", 3,rg d.''..Job Address: ootltt crcnera.Dr. . \lc,l Lesat Description I tot, \1 $ ll erocr, ll rnins' I Subdivision: |r\ 6l{1,\*, Ullla ., orvners N"r"So\z Arr\oo,., llAddress:go 6qrgl?s.ilAt $rrsg l[Phone: Engineer: D. sho^r.Address:?s 6or lo11 F,_,r.., to(rll ll Pho*,tto- tocqosr Detailed Location.of work: (i.e., flot unil #, bldg. #) hor.u - \hro,u\"..oJ a.A&rVot^ of t\r. q.\o.,r,. svsl€r-lo ni,=l'i,,. Lor,\)' Work Class: New( ) Addition ( ) Remodel ( ) Repair( ) Retrofit 0.,/ Other ( ) Type of Bldg.: Singte-family ( y,J- T\,\,o-famity ( ) Multi-family ( ) Commerciat ( ) Restaurant ( ) Othar ( ) No. of Existing D'veling Units in this building:No. of Accommodation units in this building: ,/ Does a Fire Alarm Exisl Yes ( ) no $/l Does a Fire Sprinkler System Exisl: Yes ( ) No.{./ ) Wa|Maia\GdeV\FORMS\PERMITSWRMPERM.DOC 07l24fno2 Anigoni Residence 1718 Geneva Drive, Matterhom Mllage, Vail Zone List Device Address Device Type Floor Location/Description 001 SMOKE DETECTOR LOWER ELEC RM AT FACP oo2 SMOKE OETECTOR LOWER BOTTOM OF STAIRS 003 HEAT DETECTOR LOWER STORAGE UNDER STAIRS 004 HEAT DETECTOR LOWER GARAGE 005 SMOKE DETECTOR LOWER SOUTH BEDROOM (LOCKOFD m6 HEAT DETECTOR LOWER LAUNDRY ROOM 007 SMOKE DETECTOR LOWER EAST BEDROOM 008 SMOKE DETECTOR MAIN LIVING RM (SOUTH) 009 SMOKE DETECTOR MAIN LIVING RM CIORTH) 010 HEAT DETECTOR MAIN KITCHEN 011 SMOKE DETECTOR MAIN STAIR I.ANDING 012 SMOKE DETECTOR MAIN BUNK ROOM 013 SMOKE DETECTOR MAIN EAST BEDROOM 011 SMOKE DETECTOR UPPER souTH BEDROOM WEST) 015 SMOKE DETECTOR UPPER souTH BEDROOM (E-AST) 016 SMOKE DETECTOR UPPER STAIR I-ANDING 017 SMOKE DETECTOR UPPER NORTH BEDROOM (WEST) 018 SMOKE DETECTOR UPPER NORTH BEDROOM (EAST) 019 SPARE 020 SPARE o21 SPARE 022 SPARE 023 SPARE 024 SPARE 025 SPARE { drll 'tlr,Sti ,fi,_ , ,,.1';l . 'tt /. R. /,oP 2a"aatFr 4 -zg 'al i oo flrtrr.,r,y' rtA n til/ C.X c;J ft4 ,1 '44tooN t Kestfrapc€ /?/y *snav* fr4rJ€ N or E, : ,7f t*- Ne,A r: 4 */ .Tm O rctJ S hr(u; z/a ,vt/etssJ-. Sr*A/y ("'*,486"rr i;-<{r4 (,rg/*7, &,"ct* R x"l/.,</J €e ,ure X r4+<Art SsraN/66 7r-'q,rt,X ? = O-/*z{ 6A r.,rzg dorns /€o .,,t8 fido,*'rr1 5t/,7f c,o tEdL€Jt ,(eeta{e4- 4O *,+ 3o rt4 o7 5uc,r,4 t7//2ort,t,,t rter,s"*t4J #&*rr /*? *r{" $?An**t f4tr*.A, ,X7;.4xe/'{fS s 6,5V4# 5ra,,'it#/ 'l&5rl*,o?S,N85F -/orttJ ,it,f4tq 6.#rt,N. ,\ . Expandable To 48 Fully Programmable Hardwire And/0r Wireless Zones . Maximum Of 24 Keypa& Witr Up To 8 Per Partition . Up To 8 True hrtitio]|s I,Wth Separate Ac(ount Code$ Entry/Exit Dehys, And Feature Selections For Each Partition . lTl Wireless Technology With Up To 48 Supervised Zones . Hardwire Erpansion Up To 48 Zones . Suppora 5n And Contact lD Communkation Fomats Sti Nx- 148 E KEYPAD NX-1448E KEYPAD The Power of One - from Caoox oIxz xoa U Overview The NX-8 is a full-feanred secruicy system that uses adranced technology for burglary fue and environmental derection.The NX-8 is a flexible security system that is both easy to install and simple !o use. With eight partitions and np to 48 zones, the NX-8 can handle big or small residential and commercial secrrity needs. High Standards The panel comes standard with eight hardwire zone ilputs. Four prognrnmable outpnrs can be set up to actilate extemal devices during an alarm or other system event. The Modular design allows for complete inregration of multiple systems within one enclosrre. Adding more zones or expanding capability is fast and easy Easy Expansion Expand the lrX-8 capabilities by adding the opdonal NX-2 l6 Zone Expander Module. Modular design allows NerworX rnodules to slide into the enclosure and adds np to 48 additional zones. Add up to eight outpns with rhe NX-508E to become the director of lights, home automadon and indrutrial process control with X- 1 0 or other power orltputs. lxpand the system even further with a phone interface/voice module for on-site and off-site system control usilg touchione phones. Effortless Programming Conduct quick and easy on-site programming with alphanumeric kelpads and a menu driven text interface. Off-site prognrnming is also arailable wi*r the DL-900 software for Windows. interlogiS. AvATLABtE KEYPAD Srvres j ," .. - " , i:,, ,,:1t :,.i; i:t, :,,,' : : .. i 'it1 s t : : ,i .' t.. lt:i ,,E;' -. ' .:, ., r :: :.i, t;::. :n. +:. . . -. : r. : I ::: :t: : :#:,1 ,: ,i' Operating power ISVDC 40VA Auxiliary power w/40VA or 50VA transformer 300 Ohms Maximum For 2-wire smokes 30 Ohms Maximum Alarm cuffent available (lf above drlver is nol used) tCD keypad dimensions 6.4"W 4.0"H 1.1 " D Enclosure dimensions 1r.25"W 11.25"H 3.5" D Enclosure color Off White Shippinq weiqht 9lbs rwhen uirE the Nx-320€ (d50VA traBformer) rated at 2 amp3 and Nx{ (w/lovA ot 5wa ltansformer) rated at 1 Amp, the iornbinad available power i3 3 Ampt. ,t:..!a) ''' '...........-" 1' FtxED D|SPLAY wtrH RtMovABLt DooR LED LED wrrH REMoVABLE DooR LCD wrrH REMoVABLE DooR interlogi€i @ Contact your local complete 1420 NoRTH MAIN 6LADEWATIR, TX 75647 s^rEs Usl & C^r^D^:800-547-2556 IEcxx'c '. s!rY'cE; 800-727-2319 www. ca d dx.co m distributor or lnterlogix representative for a list of Caddx parts and accessories. O 2001 fi.doqE .r. .rriryir n*mr lf. 'iql t lo ( l"dn(F !p.(it ' d! r ) rnloLr rot! p (rd!@, ap$edfi dde'ar oi riclogrr hr Built-in siren driver 2 Tone (Steady & Yelp) Selectable 50ms or 500ms ODeratinq temperature 32F to 102 "F (0 to 49 "C) LED kevoad dimensions 6.4"W 5.3"H 1.0" D Onoenrrc lrronmltlon NX-8 NX-&KIT NX-848-KtT NX-1088 NX.1316E NX-1448E NX-1it8E NX-2'16 NX4l)8E//ll 6E/448E 8.zone control only. Keypad and transformer sold separately. 8-zone control with NX-108E keypad and transformer. 8.zone control with NX-148E LCD keypad and transformer. 8-zone LED keypad. 16-zone LED keypad with removable door. 48-zone fixed display LCD keypad, 48-zone custom display LCD keypad with removable door. 16-zone hardwire expander module. 8, 16,48-zone wireless expander receivers. UN DERWRITERS LABORATORIES INFORMATION The NetworX NX-8 holds the following listings from Underwriters Laboratories (US and Canadian): Household Burglary (ULl023) (ORD-C1023-1974) Household Fire (UL985) (CAN/ULC S54$M89) Local Grade A M'ercantild, Police Station Conn'ea with Basic Line Security (UL609! (requires #NX-003-C enclosure) (CAN/ULC S303-M91) Grade B & C Central station Burolar Alarm Unit (UL16'10) (CAN/ULC S304-M88) Home Health Care Signaling (ULl637) When inslalling an NX-8 in compliance with UndeMriters Laboratories, the following instructions must be observed: . lnitialing and indicating devices musl be rated at 11.5 to 12.4V DC residential, 12.0 V DC commercial. r When using partitioning in Commercial Burglary applicalions, the main conlrol must be protected by a 24-hour alarm circuit.. Force Arming and Auto Arming shall not be enabled.. For residential fire applications, the indicating devices shall be a Wheelock 34f -12 ot equivalenl' . The "Listen-ln" feature shall not beenabled.. The Siren/BellTest shall be enabled. The auxiliary outputs controlling the audible device require a minimum cutoff time of 15 minules for commercial burglary, 4 minutes for residential applications, or 30 minutes for commercial burglary for Canada.r For residential fire installations, the Dynamic Battery Tesl time cannot exceed four (4) hours. . Ringback shall be enabled on UL commercial burglary installations. . On commercial burglary installations, the fire initiating circuits shall not be connected. . The Entry-Guard fealure shall be disabled.r Swinger Shutdown shall be disabled.. Group Bypassing shall be disabled.. Delay before dial seizure shall be set to "0".. Total current draw from aux power con nections at terminal positions POS, AUX PWR, and SMOKE PWR must not exceed 400 mA.. Remole Downloading shall not be used on UL listed systems. o For residential burglary applications, lhe maximum entry and exit delay times shall be 45 and 60 seconds respectively. The exit delay time shall not exceed 60 seconds for commercial burglar alarm applications.. The keyswitch option shall not be used.. The telephone line monitor shall be enabled.. The Telephone Line Cut delay shall nol exceed 90 seconds.. 24-hour communicator lest transmission is required.. For 24 hours of standby power using a 7.0 AH battery, limit auxiliary power load to 140 mA. o For 24 hours of standby power using a 17.2 AH battery, limit auxiliary power load to 400 mA.r The silent keypad option shall not be enabled.. UL has only verified compatibility with the following listed DACRs and formats: Sure-Gard SG-MLR2-DG: 2,9,10,12,'13,14; SilentKnighl 900O-2,12; FBI -CP220FB|, 13; andAdemco6S5:2,11,12,and13. r For burglary installations, cross-zoned detectors shall overlap 100 percent in the area of coverage and similar coverage areas must be used. For example, interior proteclion is cross-zoned with interior protection, and so on. . Expander trouble musl activate the siren (Loc 37, Segment 2, LED 2)r For UL 1637, expander lrouble musl aclivate keypad sounder (Loc 39, Segment 1, LED 8) . For Canadian installations, the class ll lransformer secure tab shall nol be employed. MINIMUM SYSTEM CONFIGURATIONS FOR UL INSTALLATIONS (Residential Fire, Residential Burglary, Commercial Burglary) . The Networx NX-8 panel is necessary to initiate Residential and Commercial installations. . At least one compalible keypad is needed for all applications.. At least one bell fixture is required for all applications, except Grade C Central Station. For Grade A Local, lhe AD10-12 bell and Grade A bell housing shall be used.. Commercial UL applications require #NX-003-C metal enclosure. Supplied screws to be used. . A minimum of two (2) keypads are required for Home Heallh applications and each keypad must be set to a unique address.. The wireless devices are only UL listed for residential applications.r The DACT shall be enabled for all commercial burglary applications. Page 58 11. SPECIFICATIONS SHIPPING WEIGHT NX.148E INSTALLATION MANUAL NX14aErB02 REV. B (NOV 2002) OPERATING POWER OPERATING TEMPERATURE 32 to 120 degrees F CURRENT DRAW 110 mA Maximum 75 mA without Sounder LCD KEYPAD DIMENSIONS 6.4" Wide 5.3" High 1.0" Deep 2lbs. 12 VDC Regulated Supplied by NX-8-CF, NX-8E or NX-320E GE INTERLOGIX 1420 NORTH MAIN STREET GLADEWATER, TEXAS 75647 Main 800-727-2339 Technical Support 800-727-2339 Outside the US 903-845-6941 Tech Support Fax 903-845-8409 Main Fax 903-84$6811 Sales & Lilerature 800-547-2556 Web: www.caddx.com www.oe-i nterloo ix. com v I nEgae FH*FH f) atam + m 5n r-*h)r \-:__-/ ll 1 I x F E$gg 'E EE EEIF;lg 8 g,E< Rl-rs{-t_ cx € a@ rl FF = >iEex:oB :H4; FE I AFFBx#?=6E c) gEx z. ?<e IF gF gE -edT 4 IJ qEg gEE ";5 9snstfia8So l2 It>t!-r-- x- c T aE3EiaE:sEgs Efiig*[:sE EEEEEEEH3E 8o*€iF 3As;5 F{e-68 iE; sE5tE*#I ri-a )a fiEEEgEggAuE€E€ i:::;:001 t000{ ooo 0 0 '100nAonn 0c0c0 I 'gEgEgAlggE*u fi$EHEgqE Ft6 fi" t^tHH - {EE ef;EEt *----o -o-frP -;E$g >E-i 6lR a_ ESEEEEE,EEE'zsL F s$E r-= ilt;zz 3P 1Z tn---"* II tl:ffi EgEIE 9Hs"l; - l-##*El -oErs6 F+=- FFgig cEBE& silEsEBe*Pf1 F$€ $$g FFgEl3 Ff,Ig$ IEEEI c.5 d 54E ;ftrd 9'*3 8E Is>xi ECsF EIT; dg E 7 G ttEEgE Enrngoxm m dt d o aEBEg!EH-469 =' E; L_f_33 EI E? SE le 6+QP 3s8H Af;IE:'E!-;g' n!!tr*h*1' FF) 7 5ENE 44, !a tii$Ei &n cA6i ;HFi EgrE FHx x _:t m i'jv{ * I I c BI ER *i .qffi3F 6ct afitF.? I g:elE$F* Ffxri6 t-o s 5!EE t F5 t6 s=EiqE FFEg}E;==* Ea r s5rEg #il "ffisi$I I; Ei FgEE Ei #s* Ei ig3 3; F=E nvutvlo 9t{tBltrr S'Xt{ a Bst-oc>sB Nee 'r7 {u1, ) rvro,.* *tx"*.ttc n J '-,- Enginccrs. 1n,.. Vail, Colorado Dcnver, Colorado Dillon, C olorado September 1, 2005 Mr. Balz Arrigoni P.O. Box 3125 Vail, CO 81658 Re: Arrigoni Residence, l7l8 Geneva Drive, Vail, Eagle County, Colorado (M&N #6680) Dear Mr. Arrigoni: The structural framing of the above residence was observed by Monroe and Newell Engineers, [nc. on August 18, 2005. It is our opinion, based on our limited visual observations that the framing of the residence is constructed substantially in compliance with the intent of the construction documents prepared by our office and the construction documents of Aktiengesellschaft Kaempf Planung und Holzbau, the Swiss structural engineer of the wood frame above the main level. To the best of our knowledge, any deficiencies found during our observation have been corrected. If you have any questions or comments, please call. 70 lle n chma rk Road o (91O) 949-7 t- 6ti . FAX 2005 Platinum Sponsor The Colorrdo Chapler of The American Institut€ of Architects w ww.monroe-newell.com Suite 204 r P.O. Box 1597 r Avon, Colorado 81620 07 o) 9 49 - 4oi,{ o email : avon@ mon r()e-newell. com Very truly yours, MONROE,q,l.Io NEwBLL EN NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES to*rtr*, oF coMMUNrrv o'v'rQ^anNr Permit #: Status . . Applied . Issued, Expires . OWNER ARRIGONI, BAIrZ & CHRTSTINA O7/L4/2005 phone: 479-r-800 PO BOX 3125 VAII, co 81558 APPITTCANT DOIIBLE Q EIJECTRIC O7/1,4/2OO5 P.O. BOX 242 EDWARDSco 4L632 License: 190-E coMrRAcroR DoIIBLE Q ELECTRTC 07/L4/2OO5 P.O. BOX 242 EDWARDS co 81632 License: 190-E Phone:. 97O-748-9780 Phoner 97O-748-9780 TOWN OF VAIL 75 S. FRONTAGE ROAD vArL, co 81657 970-479-2138 ELECTRICAL PERMIT Job Address: l7l8 GENEVA DR VAIL l.ocation.....: t7l8 GENEVA DR. ParcelNo...: 210312312036 Project No , fri o (-o/oh Desciption: ELECTRIC SERVICE FOR A NEW RESIDENCE Valuation: $30,000.00 Square feet: E05-0141 rvl0F-oE{ . : ISSUED . : O7ll4l2005 . : 07/1412005.: 0l/l0l2ffi6 4554 Total Calculated Fees- > Additional Fees----- > Total Permit Fee---- > Payments---------- > BALANCE DUE---_ > Electrical---- > DRB Fee----- > Investigation-- > wilt cdl-------- > TOTAL FEES-- > s205 .85 90. 00 $0.00 s208.85 $208.8s so.0o $208.85 9208.85 s0. oo Approvals: Item: 06000 ELECTRICAL DEPARTMEIIT 07/t4/2OOs JS Item: 05500 FIRE DEPARTMEI{II Action: AP CONDITIONS OF APPROVAL Cond: 12 *!?*Tf;].;..II*IP..IT:|*"SH....IS..*I*5*PJJ-*11.-T,.9-,""-TS.T..T3*.SPP..I..9-91f*I"H."I;...-.-,..,t:r*,.*,r**'*:r+,.+'*..'r+:i.*+:* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that alt the information as required is correct. I agree to cornply with the information and plot plan, to comply with all Town ordinances and state laws, and 0o build this structure according to the towns zoning and suMivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOIJ'RS IN ADV PM. BY TELEPHONE AT 479-2149 OR AT FROM 8:00 AM - 4 OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEI *********ff++******+++++*t*+++****llltfi***+l**'i'i't't'ttftttt*lt**{r{r***{"1't+++++++++'t't+++++'t't't{'{' TOWNOFVAIL, COLORADO Statement *f*******+t++******+++++******+++***,|***attt***i+*'|+f+*{rtl'+t+++***+*********+++***+***+***** Statenent Nurnber: R050001068 Amount 3 Paltment Method: Ctreck L2733 $208.85 07 /L4/2Oo5O3 :1-2 PM Init.: LT Notation: Doubleo / Permit No: Parcel No: Site Addresg : L,ocation : This Payment I EP 0 010 0 0 0311110 0 wc 00100003112800 805- 0141 2ro3 - L23 -!203 - 6 1718 GENEVA DR 1718 GENEVA DR. $208.8s TtPe ! EIJECTRICAL PERMIT VAIIJ Total Fees: Tota1 AL,L Pmts : Balance: $208.8s $208.8s $0.00*'l** +*********,1.1.****+**'i******+t+++**'t!*+****'t'l'l'rl * * * * * *******+*t*********** * * * *******'t **'1.**** ACCOUNT ITEM LIST: Account Code Descript ion Current Pmte EI,ECTRI CA], PERMIT FEES WILIJ CALL INSPECTION FEB 205.85 3 .00 ApplrcArroN t. no, BE AccEprED rF rNcoMplErt un' MWNOPVAIL 75 S. Frontage Rd. Vail, Colorado 81657 \oq-gJrc? Permit #: 79-2119 (l PP CONTRACTOR IN FORMATION qt8 q,GtB - n'j-A'^ Building Permit #: €LCC Town of Vail Reg. No.: E-Mail Address: COMPLETE SQ. FEET FOR NEW BUITDS and VALUATIONS FOR ALt OTHERS (Labor & Materials) AMoUNT oF SQ FT IN STRUCTURE' y 5S ELECTRICALVALUATION: $'<? r 9<: o Contact Assessorc Offtce at 970-328-864O or visit for Parcel # 4b JobAddress: n/ f @trry.a NL i, ^ddrcsstnl t. f-gUzu a Qrc.Sve- fo. n.ut .(a.^e WorkClass: New() Addition( ) Remodel ( ) Repair( ) TempPowerQf Other( ) Does an EHU exist at this location: Yes ( ) No ( )WorkType: Interior( ) Exterior( ) Both( ) Type of Bldg.: Single-family g.-{Ouplex( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No, of Accommodation Units in this building: C>No. of Existing Dwelling Units in this building: Is this permit for a hot tub: Yes ( ) No Ooes a fire Sprinkler System Exist: Yes ( - ) No (Does a Fire Alarm Exist: Yes ( ) No ********r!******************************FOR OFFICE USE ONLY*********rr****************t<********** Other Fees:Date Received: DRB Fees:Acceoted Bv: Planner Siqn-off: \\Vail\dala\cdev\FORMS\PERM ITS\ELECPERM. DOC 07 /26t2002 TOWN OF VAIL 75 S. FRONTAGEROAD VAIL. CO 81657 970-479-2138 oo DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES MECHANICAL PERMIT Permit #: M05-0135 Job Address: l7l8 GENEVA DR VAIL Status . . . : ISSUED Location.....: 1718 GENEVA DR. Applied . . : Ml22l20O5 Parcel No...: 210312312036 Issued. . : Ml23l20f,s Project No : ?.O!Oy - A(OL Expires . .: l2l2Ol2OO5 owNER ARRIGONI, BAIrZ & CHRISTINA 05/22/2005 phone: 4?9-L800 PO BOX 3125 VAII, co 81658 APPr,rCAlflr R & H MECIIANICAL r.,LC 06/22/2005 phone: (970) 328-2699 PO BOX 810 EiAGL,E co 81631_ License:184-M CONTRACTOR R & H MECIIANICAT-, LLC 06/22/2005 Phone: (97O) 328-2699 PO BOX 810 E,AGIJE co 81631 L,icense: 184-M Desciption: HEATING AND VENTILATION FOR A NEW RESIDENCE Valuation: $16.000.00 Fireplace Informadon: Restrict€d: Y Mechanical--> $320.00 R€stuaranl Plan Review- > Plan Check-- > Investigation- > Will Call--- > # ofGas Appliarrces: 0 # ofGas Logs: 0 #of Wood Pellec 0 FEE SUMMARY tr ++**'1.'t.*++++:t:tl**:r'i't*1.!*'lr'**'*'lr*:*'l.a't:rlt+{.*'li:t*:t*:a*r***'*:***:r*****'* S0.00 Total Calculated Fees--> 9403 .00 So..oo Additional Fees------ >$0.00$ 8 0 . 00 DRB Fee--------------------- > $0.00 TOTAL FEES----------> S4o3.oo Toal Permit Fee-----> $403.00 s3. oo Item: 05100 BUILDING DEPARTMENI 06/22/2O0s Js Action: AP ITCM: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FTEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAI'ICE. Condz 22 (BL,DG.): COMBUSTIONAIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2OO3 TFGC AS MODIFIED BY TOWN OF VAII,. Cond: 23 (BLDG.): BOIILER INSTAIJIJATION MUST COI{FORM TO MANUFACflTRER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2OO3 IMC. Cond: 25 (BLDG.): GAS APPIJIAI.ICES SHAIJIJ BE VEbITED ACCORDING TO CIIAPTER 5 OF TI{E 2003 IFGC. Cond: 29 (BL,DG.): ACCESS TO MECHANICAIJ EQUIPMENT MUST COMPIJY VIITH CHAPTER 3 OF TIIE 2003 IMC AND CI{APTER 3 OF THE 2OO3 IFGC.. Cond: 31 Payments---------- > BALANCE DUE----. > 94 03 .00 s0.00 (BLDG. ) : BOIL,ERS SHAITIJ I-,ISTED FOR MOT]NTING ON Cond: 32 (Br,DG.): PERMrr,pr,ANs AI\ID coDE Al{Al-,ysrs Musr BE posrED rN MECHANTCAI-, RooM pRroR TO AI{ INSPECTION REQI'EST. Cond: 30 (BLDG. ) : BOILER ROOMS SIIAIJIJ BE EQUIPPPED WITH A FLOOR DRAIN OR OTITER APPROVED MEANS FOR DrSpOSrNc OF rJrQUrD WASTE pER SECTTON t_004.5. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. oUSTIBLEBE MOIJNTED ON FI,OORS OF NONCOMB COMBUSTIBI.,E FIJOORIIIG. CONST. I,]NI.,ESS REeuEsrs FoR INspEcrIoN SHALL BE MADE TwENTy-ForJR Hor.JRs IN ADrL,*cr "" trt-#HoNE AT 4?9-2149 oR AT otrR oFFrcE FRoM 8:00 AM - 4PM. ! /II tll\ ),.-,--1 K* OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ***++******+********{.*f*******++******t|t*+**************************t*f***************'}***,t** TOWNOFVAIL. COLORADO Statement*,t+*********+f****i'i'lr|l**********+********++t***'t*i*+*+**t+t***{.++*++*'t **'i't***l*************+ Statement Nuhber: R050000915 Pa)rment Method: Check MECH Arnount: $403 .00 06/23/20O5O3:33 PMInit: LcNotation: 15303/R & H Permit No: Parcel No: Site Addrese : Lrocation: This PaymenE: M05-0135 2103 - L23 -L203 - 6 1718 GENEVA DR VAIIJ 1718 GENEVA DR. $403.00 Tl4)e : MECIIANI CAIJ PERMIT Total Fees: Total ALL Pmts : Balance: s403.00 $403.00 s0.00 Current Pmts ACCOI,JNT ITEM LIST: Account Code MP 00100003111100 PF 00100003112300 wc 00100003112800 Description MECHNiIICA! PERMIT FEES PITAN CHECK FEES WILL CAJ.,IJ INSPECTION FEE 320.00 80.00 3 .00 ApplrcArroN rt nor BEtEE*Eilr rnrcomng$$l Building Permit #: CONTRACTOR INFORMATION Mechanical Permit #: 97 O-47 9 -2t49 (Inspections) to include: rcWNOP Frontage Coloradot ,, 75 S. Vail, Permit will not be accepted without the following: Mechanical Contractor: R*tt'lt^,tqn^ttn /Town of Vail Reg. No.: t81* vra. Contact and Phone #'s: ?Lo* 3zg- zhfl E-Mail Address: Contractor Siqnature: \- - Vn-'Lfuu'/M"- COMPLETE VALUATION FOR M CAL PERMIT & Materials MECHANICAL: $ l6,nOD Contact Assessors Office at 970-328-864O or visit for Parcel # Parcet # )10.2 l,-"lSLC):16 Job Name: n ' s n t^l,llt:v-qz=r'l &AYU-Job Address: 1, ig ,&-o"rrut,, Lesal Descripuon ll r-ot: /f ll elocr: ll ririns:subaivisiont 7r1a1ffiryfury6 \ fi !1"-o*n"'An^f"u,l(/ , t- a.nnur.,Jlll.joof_p" ao*zrz9- 1W Engineer:Address:Phone: Detailed desgription gf work:./fnn iiF'nuru\/ Work Class: New (l)- Addition ( ) Alreration tl **,<-i * < I Boiler Location: Interior (f_ EKerior ( ) Other ( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family !4_ Duntex ( ) MultFfamity ( ) Commerciat ( ) Restaurant ( ) fther ( ) No, of Existing Dwelling Units in this building: .4 No. of Accommodation Units in this building: Noflype of Fireplaces Existins: Gas Appliances 0A-Gas Loqs ( ) Wood/Pellet ( ) Wood Burnino ( ) Is this a conversion from a wood burning fireplace to an EPA Phase II device? yes ( ) No ( xi(:1.{(*r(*,ftx:*************x*FoR oFFICE USE ONLy**,3*****#*****:*'r************* PlannerSiqn-off:,'': .AcceDted By: .';; :" : DRB Fees: -::Date Received3 . : \Wail\databdev\l;OI{MS\PERMITS\MECHPERM.DOC L+E/07t26t2002 " '/r'o*f SzTp+fu to5,*( pih a,,- s56.),ff; Td,itr, nxfi O 4,;,i-r4 04,r; 5k)^ A)nu*-, s;&dvJCr"rVAseie ?v'.+ W /@,;r,;JIl"-,\, f 8', .L R11=.09 Heat Gatc Worksheet R19=.052 R30=.033 R2.8=.357 AREA SOUARtr R VALUE U UA DT BTU's REG OUTP0T FLOORS ?2f/tq ,6fL '/v'q(;v,327 CEILING ?160 7o ,o33 7)7o 1,171 WALLS I 3,sfl /?,6fi-.p Qo'/tr/ o6 WINDOWS 7t{2-{,3f/3+7 7o 3l,3zL INFILTRATION 14no A x .75 72/ / 0.14 p @r{7 BTU'soUTPUT: X 2 7{ ADDRESS: /O Equipment Spec. TOTAL BTUs INPUT NEEDED: TOWN OF VAIL 75 S. FRONTAGEROAD VAIL, CO 81657 970479-2138 t *rrr*r oF coMMU*,r" orurll*"*, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M05-0187 Job Address: l7l8 GENEVA DR VAIL Status . . . : ISSUED Location.....: 1718 GENBVA DR. Applied . . : 0811612005 Parcel No...: 210312312036 Issued . . : 08l17l2ffis Project No : ?R\cA -o5OA Expires . .: 0211312006 owNER ARRIGONI, BAIJZ & CHRISTINA 08/L6/20O5 Phone: 479-1800 PO BOX 3125 VAII,co 81558 APPI-,ICAI{M WESTERN FIREPLACE SUPPLY, INOS/16/2005 PhONC: (719) 591-OO2O 1585 PAONIA COIJORJADO SPRINGS cor_,oRADo 80915 License:323-M CoNTRACTOR WESTERN FTREPLACE SUPPLY, rNoS/1512005 Phone. ("t]-gl 591-0020 1585 PAONIA COLORADO SPRINGS coIJoRADO 80915 I-,icense : 323 -M Desciption: INSTALI-ATION OF A DIRECT VENT GAS FIREPLACE FOR A NEW RESIDENCE Valuation: S5.292.00 Fireolace Information: Restricted: Y # of Gas Applianc€s: 0 # ofGas Logs: 0 # of Wood Pellet: 0 Mechanical--> S120. oo Rcstuannt Plan Review- > FEE SUMMARY +*{*!t*'a:t'r'ttit*t*'rr***'**:}***'lr**,1.,}:}:lr,l.++*i*:r+*'iotl.'r**'**{'********** S0 .00 Total Calculated Fe€s-- > $153 . 00 PIan Check--> Investigation- > Will Call----- > S3o. o0 DRB Fe€---------->S0 - 00 Additional Fees------>$0.00 s3.00 BALANCE DUE-----..-- >$0.00 *+*ita**ttir.:ra**{. Item: 05100 BUII-,DING DEPARII{EIf,I o8/L6/2oos Js Action: AP Item: 05500 FIRE DEPARTMEN1I CONDITION OF APPROVAL Cond: 12 (BL,DG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE. Cond: 22 (BL,DG. ) : COMBUSTION AIR IS REQUIRED PER CIIAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BL,DG.): BOIILER INSTAIIJATION MUST CONFORI{ TO MA}.IUFACTIIRER'S INSTRUCTIONS Arr{D CIIAPTER 10 OF THE 2OO3 IMC. Cond: 25 (BL,DG.): GAS APPITIAIICES SHALL BE VHIIED ACCORDING TO CIIAPTER 5 OF TIIE 2003 IFGC. Cond: 29 (BL,DG.): ACCESS TO MECHAT{ICAIr EQUIPMENT MUST COMPLY WITH CITAPTER 3 OF THE 2003 IMC AI{ID CHAPTER 3 OF THE 2OO3 IFGC.. $O.OO TOTAL FEES > $1s3.00 Total Permil Fee--------> $1s3.00 Payrnen6------------- > $153.00 Cond: 31 (BL,DG.): BoTL,ERS SHAL,L BE MoIniITED oN FLooRs oF NoNcoMBusrrBLE coNsr. uNLEss LISTED FOR MOI'TiITING ON COMBUSTTBI,E FIJOORING, Cond: 32 (BLDG.): PERMIT,PL,AIIS AIID CODE ANAIYSIS MUST BE POSTtsD IN MECIIANICAI-, ROOM PRIOR TO AII IIISPECTION REQI'EST. Cond: 30 (BIJDG. ) : BOILTER ROOMS SIIALL, BE EQUIPPPED WITII A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSTNG OF LIQUID WASTE pER SECTION 1004.6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in firll the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Sowns zoning and suMivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQLIESTS FOR INSPECTION SHALL BE MADE TWENTY-FOIIR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OLJR OFFICE FROM 8100 AM - 4 +****+{'tt**tt+*++*it{'{t{t{tl***+**{r***l'tt****+*ff**r}*i!*********'}l'!t********{r++++********+******** TOWNOFVAIL, COIORADO Statement *++***+llt{'t**{'+***+++tttl'f*+***+++l**+t++**+************++***{.***+++++++******************* Amount,3 $153.00 08/1,7/200501 :49 PM Init: DDG Notation: Western Statement Nudber: R0500013L7 Payment Method: Check Fireplace 994 Permi t No: Parcel No: Site Address l Locati.on: Thia Payment: M05-0187 2103-123-1203-6 1718 GENE\IA DR VAIIJ 1718 GETiIEVA DR. $1s3 . oo Ty-pe: MECHN.IICAL PERMfT ACCOUNT ITEM LIST: Account Code MP 00100003111100 PF 00100003112300 wc 00100003112800 Descript,ion MECHANICAIJ PERMIT FEES PIrAlil CHECK FEES I|IITL CAI'IJ INSPECTION FEE Total Fees: Total AL,L Pmt s : Balance 3 $1s3. oo $153 . 00 $0.00 Current Pmts 120.00?n nn 3 .00 t!'lrtdrd$ @[IFLEfE *'| |l.rirl. ** *t-t !t* rt *t * * * o DE o EVELOPMENTTOWN OF VAIL 75 S. FRONTAGEROAD VAIL, CO 81657 n0-479-2138 PARTMENT OF COMMUNITY D NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Job Address: 1718 GENEVA DR VAIL Location.....: 1718 GENEVA DR. ParcelNo...: 210312312036 Proiect No i .t ,/-rl of-ogDY Permit #: OWNER ARRIGONI, BAIJZ & CHRTSTINA O5/!7/2OO5 Phone: 479-l-800 PO BOX 3r_25 VAIIJ co 81658 APPIJICANT SI'NDANCE PIJIJMBING & HEATING O6/L7/2OO5 PhonE: 970-748-8977 P.O. BOX 3684 AVON co 81-620 I-'icense: 101-P coMrRAcToR SI'NDANCE PITIIMBING & I{EATING 06/L7/2005 Phonez 970-748-8977 P.O. BOX 3684 AVON co 8r_520 I-,icense: 101-P Desciption: PLUMBING INSTALLATION FOR NEW HOME Valuation: $15,375.00 FireDlace Infornation: R€stricted: ?'!# of Gas Appliances: ?? Status . . Applied. Issued. Expires . # of Gas Logs: 2,. Total Calculated Fees-- > Additional Fees------ > Total Permit Fee----- > Payments-----.----- > BALANCE DUE.-..----- > P05-m72 f)ag-ooc;g ISSUED 06/r7l2m5 06t3u2m5 t2t2712005 # of Wood Pallet: ?? $303.00 $ss.00 $3s8.00 s358.00 g0 - 00 FEE SUMMARY Plumbing-- > Plan Check-- > Investigation- > Will Call--- > S24o. oo Restuarant Plan Review-> 560.00 DRBFee-----------> s0.00 ToTALFEES---------> $3.00 s3 03 .00 Item: 05100 BUILDING DEPARfl,lmflI I6/L7/2OO5 Js Action: AP Item: 05600 FIRE DEPARI'!,IENT CONDITION OF APPROVAL Cond:12 (BLDG.) I FIELTD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,IANCE' ***f*****+****i(t**++*|+|+*|+******+t1t1i|+**l.,.*****i++i|************ DECLARATIONS I hereby acknowtedge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOLJR HOLJRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. ***+'i+****+++*+*****++++*******t++t***l't***ttffttl+*t+l'{'{'**tl'l'+++**************+************ TOWNOFVAIL. COI,ORADO Statement*tt******f+*******+++********+++{'***'}****+*+a+**'}+tt'}'l**tltt*++******+********************** Statement Number: R050000989 Palment Method: Check Plunibing / ck 2207 Anount: $358.00 06/3o/2oo5o2 :48 Pti Inits : I-,7Notation: Surdance $3s8.00 ***** *********'1.***************{l*{.{.{.*,}****** **{t** * * * * ********************a*'}.1.:}:}:t:}:tr}r+:}1.:tr}***** ACCOUNT ITEM LIST: Account Code Descript ion Curren! Pmtss Permits No: Parcel No: Site Address : L,ocation : This Payment: cL 00100003123000 PF 00r.00003112300 PP 0010 00 0311110 0 v{c 00100003112800 P05-0072 2ro3 -r23 -L203 - 6 1718 GENEVA DR 1718 GENEVA DR. q,'pe : PIJT MBING PERMIT VAII, Total Fees: Total ALIJ Pmts : Balance: $3s8.00 $3s8.00 s0.00 COIITRACTOR LICETiISES PLAI{ CHECK FEES PIJT,MBING PERMIT FEES WIIJL CALL INSPBCTION FEE 55.00 50.00 240 . OO 3 .00 APPTI .orrotr.. Nor BE AccEprED rr r".or"rf ""i'"T#i"TJRJo@Building Permit #: Plumbing Permit #: 97O-479-2L49 (r MWNOF 75 S. Frontage vail, Colorado it1657 GQINTRACTOR TNFORMATTON Plumbing Contractor:Town of Vail Reo. No.:Contact and Phone #'s: ;' !'f,t))E-Mail Address: Contractor Signature: COMPLETE VALUATTON FoR PLUMBING pERMrr (Labor & Materiars) PLUMBING: $ Assessorc Office at 97O-32g-g64O or visit Work Class: New/ll Addition ( ) Alteration ( )Repair( ) Other( ) Type of Bldg.: Single-family 6<)* Duplex ( ) MultFfamily ( ) commercial 1 1 R"rtarr.nt ( ) other( ) No. of Existing Dwelling Units in this buildinq:No. of Accommodation Units in this buildino: Is this a conversion fromTiloo-d burffi to an EPA Phase II device? yes t l-- No f-l ** **tt*** ** ****rk********************** **FOR OFFICE USE ON Ly***** ** ***** rr****** ******** ***** ** *** Other Fees:Date Received: DRB Fees:Accepted By:Planner Sign-off:- -ba J;,,, FlUsers\cdev\FORMS\PERMITS\pLMBpERM.DOC I l/18/2004 ?L-?t#ou rn"e""$:ll,F"3uF",l nrPoning t"n" '' Requ€sted Insp_€ct Dato: UqnOay, August 07, 2006 Inspecllon Aroa: CG Site Address: 1718 GENEVA DR VAIL 17I8 GENEVA DR. A/P/D Information Activitv: ConslTyp6: UWNET: Applicant: Cohtractor: Description: Nbtice: Comment: Comment: Comment: Comment: Requested Inspection(s) Item: Requestor: Cordments: Assioned To:- Action: Comment: Comment: Revocable ROW oermit for walls & landscaoino. - GCHALBERG ROUTEDTO MATTGENNETT. JSUTHER - REQUIRED TO BE GRIP ABLE Inspection Historv Item: 502Item: 503Item:10 Item: Item: Item: 20 520 30 Item: Item: 50 60 eO furp.^rff IU lApproved * BLDG-lnsulation '* Aooroved ** ^08/25105 Inspector: GCD' *: Approved * Comment: 09/30/05Comment EXTItem: 90 BLDG-FinalItem: 530 BLDG-Temo. C/O 10/28105 Inso Comment: FlRl Action: AP APPROVED CHANGES TO BE ADDRESSED WITH ENGINEER APCR APPROVED/CORRECTION REQD Status: ISSUED Insp Area: CG Comment: BLDG-F, 06/1 r: cdavii Action: COND APPROVED/CONDITIONS ral approvalp_ending.fngineer of record.final inspection of top and mid level structure vel abbroved GroutEll bdam oockets at bottom of columns in qaraqe Safefu Glazinq documetaion dt all locations (no identification o-n wihdows or doors) inq/SleD issuEs must be resolved bv TCOr:- cddvis Action: APAPPROVED rm structural engineer of reqord recieved = approved. A copy of all in progress framing nave Deen recteveo ano tn flle rm window manufacturer confirming safety glazing in required locations has been Action: APAPPROVED ^/7r)Y RoquestbdTime: TED/ Baltz Phone: - /fs Entered By: I$R""jriiBLsAkfYRruRN. REPT131 't1l01lo5 Run Id: 5551 Inspeetlon Rcquest R ArPrD lniorm.0orl ActMtv: ConsiTnS: Owner: Apdhrnil.: Conurctor: Oercdptlon: lslhe: CommenL Comrtarit: Requested I nspect D!te: lnsp€c6on Area: Slte Addres3: Eqems8 - Tlpe: ffi",o*,. BAL'scffii$imf ARR|GOM II.ICORPORATEO ARRlCrOill |IICORPORAIED 88no"t, October 31, 2005 I718 GEilEVA DR VAIL {718 GENEVA DR. SBIJILO 7 StrtF: ISSUED lrcp fusa: CG Phone: 970{7918fr Phom: 97G4791ff)O 1EAR DOWI,I OF EXISTING IOUSE, CONSTRT'CNON OF NEWSFR lionllored {tre ahm requlred to compiv wlth NFPA 72(2002) p€r MLV. - JRULAPAUGH ROI'TEO TO CHRIS GUNIO}I. MATI GENNETT. FIRE ANO'PUBLIC VIIf,RKS . JRULAPAIJGH REVIEITIED AND APPROVED FOTJNDATION REVISIOiIS l.lO CFIAIIGES FOR Pt-ANNll'lG - JiIONORAGOt-l Rrouestad Insoccfl on{sl Item: 5il0 BLDG-Temp. CIO Requ€sted Tlmei 01:00 Pil Requ€rto,: ARRIGOI{| IhICORPORATED Phon€: 97o.47!}18fi1 Comnl€ntr: wc9774127 Asslgned 7o: JMOITIDRAGON Ent€red 8y: JliOl.lDRA@N KAcdo{r: llrm ExD: COMMEfit HREMGTDEfrEI} TCO. hICI ENfrYTFilFFEANMI{6, MECH PERMIT OF€N. ASBESTOS PERMIT OPEN. LEFT MESSAGE ON 977-0127 BI,DG TCO DENIED UNNL RESOLVED ,\,,0\,- ,,f Pn Comment Flayo recevlod a Revocable ROUII Frmlt tor walh & l8ndtcaplno. - GCFIALBERG COflVN€NI: ItC SUBMITTED ROTJTED TO T'ATT GENNETT. JSUTHER It€m: g) (Art I- \\ tl' il / tnsorcdon Hlsbrv il i lbm: 502 Pblr-Rouoh orcd€ I /lhm: 5()3 PwFholdrtrnrmyErade | /Itsm: 10 BLEIC'-FooUngdStsoI -Approved V0gG/(}5- Ins93clor: JRM ' ' Aclbn: AP APPROVED Comrnent Fool]}TGs AI'PROVEO WITH CHANGES TO 8E ADORESSEO IMTH ET.JGINEER t{O INIERIOR PADS DO}.E 20 BLoG.FoundstlorvStsel * Approved - 0g16/00 lmD.c!o?: GCD Acilon: APAPPROVEDComrncnt ALI FOIJNDATTON WALLS APPROVED. tLC DUE TO PLAhlNt].lG 2l,llEEKS FROM TOOAY 52O Pllt+lLC Slte Pbn * AIDrorcd "(BittOO lrFpecior: MRG '' Acilon: APAPPflCVED ComrnsntBLOGFmmlm " ADDro\r€d - 0&l AOO -ln3pe cror: cd.vt Comment: CoMlflonal oDofovEl Dandll Actbn: OO$ID APPROVECVCONOmONS teer of record flnal lmpfflbn ol top and mH hvtl sfudutecoMltlone I opproval p.ndlng Engl,reor of record tln€l lmpfflbn of top rff Lower Lwl appfovod Grout all b€am pocksts at bottom ol columns In gara ftovlth Sofetv Ghzlm docuFr€trlon !t all bcatons (no ldonuncatlon oh wl @t Swhgy$plssuir mtrs{ be r.$h,ad by ICO_@t27t06, Commsnt: ffoorrs or ooont ActIon. AP APPROVEDlmpoctor: cda'Yk Leller ftom siluctfiLellsr flom sffLictunl er]glnc€r ol r6cord rechved = opgoved. A copy ot t[ h ptogtess fttmhg REPT131 plctures h€v€ been recla-ved and In Run Id: 3846 Contlnucd: Comment lllo Lsttrr ftom wlndow mlnrtacluror contlmlng safety ghdng h r€quh€d bcatlons har bee n lmtalLd Item: 5() 8l-DG.lmubllon(n/2ry05 Inspector: GCD' Commrnl: 60 BlDesh.euock Nall "Approv€d " (nAXYO5 Imooctof: JRM . - Acfon. ArcR APPROVEDCORRECNON REOD C':omment APFROVED WITH CORRECTIO}IS: STEEL BEAM IN GARAGE I,IJST 8E VI,RAPP€D UNOERSTAIR STORAGE OFF C{RAGE REO'D TO BE ROCKED 0en[y05 lnrgoctor: S|-{AHN Actlon' ap4cpgpySg Comrncnt EXTERIOR LAftIE AIoPROI,,|EO. 70 BLDGMbc.$) ELDGFlnal 5ff) BLDGTcmo.cyO 1ry2&05 lmoecbr: JRM Actlon: Dl.l oEMED n Comm.r : RRE I.IAS DEMED TCO. T.IO ENTRY FROM PT.ANNIT.IG, MECH PERMIT OPEN. ASBESTOS P€RMITOPEN. LEFTMESSAGE ON 977.0127 BLDG TCO DENIEO UNTIL RESOLYEq 532 mTTEMP.CYO "Aoorov€d" I \ 1U27t05 Inspector: Cc Actton' lp4ppp6ygg ti \.Comm.r,t - \i ' €iiB P|-Ai+.TEMP. CyO ., , 537 PLAISFI|TIAL C;/O ,... I \ |53EPW-F!i.|ALCyO {\\1 !S40BLDOF!na|CYO ''llr 21 PLAI+ILC Foundston PLn - fporovcd " J'1, _0&15/(xt Inspector: MRG " Acton: APAPPROVE? / rcommant i\ \1 'l \tr''{\ +j^ \ \ tr /'n \ 2 '\ \ 'in \ iJ t' \-, Acflo{T: AP APPROVED lbm: Itcm: lLm: lbm: Item: Itom: Itcm: lt3m: REPT131 Run Id: 3646 R€€u6eted Insocct orte:' lnspoifron Arc!: SlbAddnrrr: AFID lnformation Acttultn E0$0141coqrypn:Tv?.: AIIEWRESIOEIICE NSFR 479-ldX) 97O.7il&978O 9707{al978o Statn: ISSIJEDInrpAF.: CGOccuDoi*ty: :t{RtsTl}.tAOriict: ARRIC'Oill. EA|Z & Cl{RlSlt D{c.nt OOt tsLEOELECIRICff.cror: OOUBLE O ELECIRE rhdon: ELECTRIC SERVICE FORA Ap9{c.nt OOTBLEO Co'nbrcror: DOIJBLE o Dcrcrlpdon: ELECTRIC ReoucaEd lntocctoldsl Item: 130 ELEC-Condult R.qucrio.: DOT BLE OELEeTRIC R€queeEd Tlme:- Phone: Enter.d By; 09rt0 All 97G7.1&97t$ -oF 9?0-{1& 5137 DGC}LDEN K Iff*r,August30,2005 '7IE GENEI/A DR VAIL 17IE GET.IEVA DR. Sub Tlpe: uce: Phon : Phonc: Phon : Co*nmrnb: AM, ad(ttl for 'd€pih' corxfdt Asslqn€d To: EGTATZLE- Acdon: TtncErp: 2. r^-; ,/,' 676.,u-u'o* {" 'B'ln / o ,& / {,, ,,kq' 7 G <'n- 'z'l t ^ "\'("' lccs lnsocc{on Hlrbrv llam: 11O ELEC-Temp.Power "Aoomwd"07/1305 |mD6ctor: st|.hn " Comrnrr : btip rewlco appforDdllem: 120 ELEORouoh " Aoororod "08/0605 lnspocton shairir' Commant:ilan: 13O €LEC-Condull,lcm: 1{} ELEc.kc.llcm: 190 ELEC-Ftrl Actbn: APAPPROVED Acdon: APAPPROVEO REPT131 Run Id: 3568 Inspecflon Requcst R€quesEd Inspcct Orte: Frldry, July | 5, 2005 Inspec{on Arcs: CG Slte Address: 1718 GENEVA DR VAIL 17'8 GENEVA OR. AtFlEl lnfiormrdon Aclh,ftr!,: E06"t)1.f1 T\rpe: &ELEC Cotl3t Tw[: Occuoaircv: Owrier: ARRIGONI. BAI.Z A ClfrlgnNA Applhsnc mUBLE OELECTRIC Cohbactor: DOT BLE O ELECTRIC Ot3cxlptbn: ELECTRIC SERVICE FOR A NEW R€SIDEI.ICE 7'Prii,,-')Feouested lnso€cdon{s I lbm: ll0 ELEC.Ternp. P66y Req|'|.!*or: DOUBLE Q ELECTRICCorirf,r*s: AM. rvlll cril 41re98 Assloned To: EGLATZLE- Acdon: sublg: NSFR Phono: 47918{X) Sbtrs: Insp Area: ISSUED CG '- r'" / t'' ' '' \ ,/' i:l Phom: 97S7.1&9780Photp: 97G74&9780',). ';j '7.t,'/ t,t .,' '| //:] t \t.'!t./,/ .t 1/r',,'/.'-t // l/ //' R€quested Tlme: 08:30 At Phon€: 4l&4898 Ent€red By: OGOLDEN K Tlmo Exp: Insgec'tlon Hl$brv llem: 110 ELEC-Torp. PowEr liem: l2O ELEC-RortghlLm: 1g) ELEC-Condun Item: 140 ELEC-fikc. It m: 19O ELEC-Flnal REPT131 Run Id: 342L 4:14 qn Vall. CO- Ctbr Oi Requesl*SHf ffS: Eto"r, Ausust 05, 2005 slb A*lress: 1718 GENEVA OR vAL 17'8 GENEVA OR. A/PrD lntrormr0on Actr,il!,: E05O14l Tloe: &EIEC SubTtne: NSFR Stats: ISSUED Comt Twr6: occupairtv: [Jbe: Insp A.€a: CG Onnier: ARRIGONI.BAIS&CHRISIM Phon€: 479-1800 Anpllcant DCtt BLE o ELECTRIC Phone: 970'74&9780Cdfu.ctr: DOUBLE O ELECTRIC Phon€: 970'74&9780 De*rlpdon: EIECTRIC SERVICE FOR A IIEWRESIO€$ICE Roouesbd lnsoecton(sl Item: 120 ELEC-Rouoh Roqu€sior: DOUBLE o ELdCTRIC Asslgned To: EGLATZLE- Aclbn: Requested Tlme: 08:d) Atc q b?7' Phone: -oF 970.41&5137 Enlered B$ DGOLDEN K Th|e Erp: A>rn/d- z/s/ot 1'o'94 /'2/ */-- E hh//' lnspecdgr Hlsbry lbm: 110 ELEC-Temo. Powsr * AoDrov€d " 0715/05 lnsp€Glor: shahn '' Actlon: AP APPROVED Comm€nt tomp s€fl|cs approwdlbm: l2O ELEORouoh ttom: l3O ELEC-Coniluittbml l/O ELEC-MhG. Item: 190 ELEC-Flnal REPT131 Run Id: 3497 lt,O 10-ZlZn5 |nspocdon Request Reportlng Page 28 4;15 pm Veil- co- CtSr oi - Reguesbd Inspect Ortei Frld.y, october 21,2oo5Insfton Areai ifi r orn*o DR vArL '718 GENEVA DR, ArPrD lnfiormafon Acttlttr EO$0141 Tvne: SELEC SubTvoe: NSFR Stat$: ISSIED corct Typ6: oecupai'icy: Use: lffip tuoa: cG Ontier: ARRIGOM.BAIZ&CHRISTIM Phone: 4791€(X) Appllc€nt DOUBLE O EIECIRIC Phon€: 97O74&978t) Cohbacbr: OOUBTEOELECTRIC Phone: 97$74&9780 D€scdpdon: ELECTRICSERVICE FORANEWRESIDETICE Requested lnso€cton{sl tbm: 190 ELECflnal Roqu€sior: DOT BLE O ELECTRIC AsslgnedTo: S}|AHN- Acfon: Requested Tlme: 10:00 At- Phon€: 97G74&97€[) {r- 97G41& 5137 EnbredBy: DGOLDEN K Tlme Exp: Item: 120 ELEC-Ronoh * Aoororsd "m/o$Os l]r3peclor: sfEhh' Aclbn: Commeil: Itcm: l3[) ELEC-Condult(E XtOo htspecior: EG Ac0on: COM'NO'il: SERVICE TO BE UNDERGROT,T\D.Item: 14O ELEC-Mtsc. nem: tS, ELEC-Flnaf APAPPROVED ON D€NIED Ft,utrL *vpr,xnu 9M h. l+) t"lr,,\a; Insoec{on Hlstorv llom: 110 ELEC-Temp.Power *Approwd* 07/15/05 lnspedor: shahn -- Acton: APAPPROVED Comm€nt tsmp s€Nh.o approwd(}9/t5/OS lnsd{rdo.: StlAHN Adon: APCRAPPRO/ED/CORRECIONREOD Comm€nt CONNECT GROUND COI.IDI,CTOR TO WIER P]PE PRIOR TO ENERGIZII.IG PANEL. REPT131 Run Id: 3810 4:26 pm Vall- CO- Clhf ttl Reouested Insoect Date: llvedmsday, August 03, 2005' Insoetron Area: Cr.r StteAtklress: t7tg GENEVA DR VAL 1718 GENEVA DR. AFrD lnfiormaflqr Actrrltu: fiilXt{l3s Twc: &MECH Const Tni: Occupeifty: Oumer: ARRIGONI. BALZE CHRISTIM App$cant R&H i|EC|-|ANICALtLC Cohbactor: R& H MECFNN|CAL LLC sub!5: Phone: Phone: Phom: NSfR SbITs: ISSIJEDlmpfu€a: CG 479r8fi) €70) 3a&26S9 (970) 328-2EX' Ooscripilon: HEATNG AtlD VENIILA1IOII FOR A ttlEw RESID€h|CE lbm: Rocuesiofi Asclgn d To:- Acdon: R&H cDAV|S RequesEd Tlme: 08:00 Atr- Phone: (970) 3l&26S Enhrecl By: OGOLDEN K T[ne Exp: TNe/'-L/ r4*irrt t il- Fcaort hEffrt ? fr 5l'b+N I lnspecilon Hlstorv lLm: 2{X} MECFI-Roudrllem: 3lO MECFlba6no O7l!t7t0F, Fncgoctor: JRM Ac0on: Pl PARTIAL INSPECTIOI{ Comment SLAB IN FLOOR FIEAT LOWEST LEVEL lOOI AIR TEST nem: 315 PLliB.GrsPbhotbm: Sl0 MECFT-ExheGtFho,ttslbm: 3€D MECFI-Supply Alrlbm: 3{0 MECH{Ilic.'lLmr 3(D MECFI-Flnal Zg fcaarc tlr/,{ REPT131 Run Id: 3{91 t ue$t R ArFrD lnlbrm.tlon Ardlrfry: Con$ TICE: Onirbl: Applhant Conbrcbr: D.scrlpdon: Requeshd lrcp€ct OaE:- Inspccuon Arca: Slte Addrcss: lf,!$0187 Tne: &MECH ARRtc€Nt,BArz*cffi,ffiH' I/IJEgTERN RREPLACE SUPPLY. INC, UIESTERN RREPLACE SUPPLY. I}.IC. sn*t, Ocbb€r31,2005 '7I8 GENEVA OR VAIL I718 GENEVA DR. sublg: NsFR Sbtrs: ISSIJED Insp Araa: CG INSTALTIION OF A CIRECT VEtrT C'AS RREPLACE FOR A NEW RESIDEi'ICE R€ouested lnsDccdon(sl Item: 390 tEcH+lnrl Reguedor: I}ESTERN FIREPL{CE SUPPI-Y, tt{C. Comrnenf8: wc9774127AT,rlTrlfi ; JiioND,RA@l,r lneocston Xtsorv lbm: 2(X) MECfI-Ronoh 0e1&05- Inspeclor: Conrmant: " ADo.oved -cdtvli' Tkne Exp: Requested Tlme: 02:00 ffi' Pftone: (719)591{XX}0 or- loc.l (9701 827-9623 Ent nod By: JIi0NDRAGO$| K /l/l,l/I r//'lLt^ " (f" nt .t-) I til'u '.' /T\ nfl.-/l) c?pn" tr I l"l" AdT'n: APAPPROVED 310 31590 330 340sn lbm: lhm: tbm: lbm: lbm: Item: Phorto: 479tE(X) Phone: (719)S91-fiI?0 Phom: (719) 591-0O20 REPT131 Run Id: 3846