The URL can be used to link to this page

Home My WebLink AboutVAIL INTERMOUNTAIN BLOCK 9 LOT 18A LEGAL FILE.pdfTOWN OF VAIL 75 S. FRONTAC'E nOeO VAIL, CO 81657 970479-2t38 Building------> $391.25 Restuarant Plan Review-> Plan Check--> $254.31 Recreation Fee------------ > DEPARTMENT OF COMMUNITY DEVELOPMENT Lot ts, -B\\('l Investigation-- > Will Call------ > $0.00 ToTAL FEES----*---- > $3.00 50.00 Total Calculared Fees-- > $0.00 Additional Fees-------> $618.56 Total Permit Fee----- > Payments---------------- > BALANCE DUE-__.> $618.56 s0.00 $648.56 $648.56 $0.00 Approvals: Item: 05100 BUTLDING DEPARTMEMT O2/O5/2OO7 JRl,4 Action: AP Item: 05400 PI'ANNING DEPARTMENT o2/o5/2oo7 bgibson Action: AP See the Conditions section of this Document for any that may apply. 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. b o--.- ( St.-\-.--''^-h\ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: 807-0012 Project # PRI07-0022 Job Address: 2834 SNOWBERRY DR VAIL Status . . . : ISSUED Location.....: 2834 SNOWBERRY DR. Applied. . : 01131/2007 Parcel No...: 210314301048 Issued. .. : 0210712007 Expires . ..: 0810612007 owNER FRANCIOSE, SUSAT{ L. & REGINAOI-/3L/2OO7 2834 SNOWBERRY DR VAIIJ co 81657 APPI-,rCArin SAWATCH I-,AND CO. rNC. OL/31/2007 Phone: 376-4L24 P. O. BOX l_2 98 EDWARDS co 81632 License : 629-9 CONrRACTOR SAWATCH LAND CO. INC. 0t/3L/2oo7 Phone:. 376-4124 P.O. BOX 1298 EDWARDS co 8L632 I-,icense : 629 -B Description: BASEMENT FINISH. NO EXTERIOR AITERATIONS Occupancy: R3 Single Family Residence Type Construction: V B Valuation: $25,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 5'70 FEE SUT{MARY REQTJESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HO[JRS fu\4-4PM. AT 47}2T49 OR AT OI]R OFFICE FROM CTOR FOR HIMSELF AND OWNER 8:fl) ***:k***{.*****:1.*****:**:t***:&*tr *t *{.*:**:t*:t*:F*:t***.*,}**************i.*{.*********{.**:1.*************************** CONDITIONS OF APPROVAL Permit#:807-0012 asof02-07-2ffi7 Satus: ISSUED **:1.*{.*:F*:1.:F:$:F:t:F:ft:*******:t:********'1.***4(****,*!***************,&*,1**,*tr***:{.*it*it******.**:*****:t*{<*:&*****'k***,k*,F*r(* Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 0ll3ll2007 Applicant: SAWATCH LAND CO.INC. Issued: 02/07/2W7 376-4124 To Expire: 08l06l20f/ Job Address: 2834 SNOWBERRY DR VAIL Location: 2834 SNOWBERRY DR. ParcelNo: 210314301048 Description: BASEMENT FINISH. NO EXTERIOR ALTERATIONS *r(:*r(1.r.*{.****r!*******rt*r!**r!r.t ,*{.d.*r(*r.t rh{.,k*r.t *r(**{(*** COnditiOnS i(****!***t *rr******dr************:******t ******* Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQURED PER SECTION R3I3 OF THE 2M3IRC. TOWNOFVA]L. COLORADO Statement *'tl. * 'Nr {. * **'i'}'i't**{.'1. *'t't,}*'i***** 'fr*'1.'i**'1.**'1.{.'lt'1.,1.*{(*** * {.{.{.{.'i'1.+{.********:tt***:}*+** * *** * * ***'}* ****+*{. statement Number: R070000135 Amount: $548.56 02/o? /2Oo704:34 PM Paymene MeEhod: check Init: DDG Notation: Sawatch 50 05 Permit No: 807-0012 I14)e: ADD/AI,T SFR BUILD PERMIT Parcel No: 2103-143-0104-8 Site Address; 2834 SNOWBERRY DR vAIIr I-,ocation ! 2834 SNOWBERRY DR. Total Fees:' This Payment 3 $648. s6 Total ALL Pmts : Balance: * *** * * * ***** * ** ** * * * * * * * * * * **** * * * * * *** * ** **** * * **** * * ** + * ** ****+*****,1.* * * * *******,********** ACCOTJNT ITEM LIST: Account Code BP 00100003111100 PF 00100003112300 wc 00100003112800 Description BUIIIDING PERMIT FEES PI.,AN CHECK FEES WII.,J, CA],I, INSPECTION FEE $548. s5 $548 . s5 $0.00 Current Pmts 391.25 2s4.3L 3 .00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS tao B_9?joote Project #:u E PLICAT 75 S. Frontage Rd. Vail, Colorado 81657 Separate Permits are required for electrical, CONTRACTOR INFORMATION 3761\z COMPLETE VALUATIONS FOR BU NG ILDING PERMIT & Materials BUILDING:S lzOfn.Ul ELECTRICAL: $ 6,c>c1> .c>r5 OTHER:$ PLUMBING: $ $.cZUU .r_rC>MECHANICAL: $ 1@416 --ToTAL: $ ZC(S6O .O-o For Parcel # Contact FOR OFFICE USE Assessors Office at 970-328-8640 or visit P."a!-!p-l"#zto3\13oto1fl JobName: i- l^A I ;y.iAcruSe f?hh fi r'1^r rob Address:rx.31 Suou:l-"r^, Dr Legal Description l-ot{ff{ll Block:f Filing:s u uo ivisio n : _!1fi€f nno.,r^("1 h owners Name: fi=^f tog€-1oo'u"'2t3.\ S,tc.,.bevq,Vr,. l gva#9hone< +4 lq I R ArchitecVDesigner:Address;Phone: Engineer:Address:Phone: Detailed description of work: .fi,trs/^ Bqr^,"rtt fu ,5/2ry..r-- qJ.tr*r f-9.t b workclass: New() Addition(,l) Remodel ( ) Repair( ) Demo( ) other( ) Work Type: Interior (l) Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: single-family L() Two-family ( ) Mutti-famity ( ) commerciat ( ) Restaurant ( ) other( ) No. of Existing Dwelling Units in this buitding:No. of Accommodation Units in this building: A Noffype of Fireplaces Existing: Gas Aq?liances (6 ) Gas Logs ( ) wood/Pellet ( ) wood Burninq ( Noffvpe of Fireplaces Proposed: Gas Aplcliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burnino (NOT ALLOWED) Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler System Exist: Yes ( ) No ( F:\cdev\FORMS\Permits\Building\building_.permit. DOC Page 1 of 16 F t*3# ,q*Cfi - .h r. .. 1-'" 'i ' $*d,-L*i ? Questions? Call the Building Team at 479-2325 Departnent of Community Development Project Name: -f,ezw-l*e r40r0,'1.;ou Project Address: { This Chxklist mu* be amoleted before a Building Permitaooliation is accepted, / o All pages of application is complete |,: ,:-) 40, B Has DRB approval obtained (if required) Provide a copy of approval ,or^r'"j- ' - ' \i o Plan Check Fee required at submittal for projects valued over $100,000.00 (see attached fee ilrir,-. -'t'',.y schedule) o Complete site plan submltted I Public Way Permit application included if applicable (refer to Public Works checklist) u Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaoe allowed on roadwavs and shoulders without written aooroval d . a , Asbestos test and results submitted if demolition is occurring /(-) Architect stamp and signature (All Commercial and Multi fa;ily) V'O frtt floor plans including building sections and elevations(3 sets for remo-qlg1ls, 4 sets of plans for SFR and Duplex, 5 sets of plans for Multi-Family and Commercl-l Blildings) I ) I Window and door schedule r/ id' futt structural plans, including design criteria (i.e.loads) / o Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) il a Soils Report must be submitted prior to footing inspection ! o Fire resistive assemblies specified and penetrations indicated j o, Smoke detectors shown on plans o Types and quantity of fireplaces shown ApplicanHs Signature: Date of submittal: Received By: F: \cdev\FORMS\Permits\Building\building_permit. DOC Page 2 of 15 040912005 PLAN CHECK FEES TABLE Deryrtrnent of Community Development Building Safety and Inspedion Serw'ces 75 South Fronbge R@d Vail, Colondo 81657 970-479-2138 FAX 970479-2452 www.vailgov.am Plan check fees are required for projects with a valuation over $100,000, at the time of Building permit submittal. Please use the table below to calculate your plan check fee total. $100,000-$150,000 Multiply by $ 150,00 1-$250,000 Multiply by $250,001-$400,000 Multiply by $40 1,000-$750,000 Multiply by $750,001-$ 1,000,000 Multiply by .0055 of Valuation Total .005 of Valuation Total .0045 of Valuation Total .004 of Valuation Total .0035 of Valuation Total Valuations over $1,000,000 will be calculated by the Town of Vail Building Department. If you have any further questions, please contact the Town of Vail Building Department at970-479-2728. F: \cdev\FORMS\Permits\Building\buildingjermit.DOC Page 3 of 16 02/09/200s ASBESTOS TESTTNG REQUTREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBUC HEALTH REQUIRE ASBESTOS TEfiNG ANY TIME WHEN MORE THAN 160 S.F. OF MATERI.AL WILL BE DiSTURBED OR REMOVED, AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPUCATION FOR ALL REMODEL, ADDMON OR OTHER PROJECTS INVOLVING ANY DEMOLTTION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERI,ALS ARE E(EMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILbING PERMIT APPUCATION the sbestos test and report with my building permit application o I certify my project will not disturb or remove more than 160 s.f. of building material. The construcLion plans srLbmitted my application clearly indicate this information. (This will be verified during plan review ' project if found to be inaccurate) OR o The building was constructed after October 12, 1988. The date of construction was original constsuction date applicant signature '/)t/ F:\dev\FORMS\Permib\Building\buildingjermit. DOC date Page 4 of 16 02/091200s BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Departnent review, and a review by the Building Departmen! the estimated time for a total review will take as long as three (3) week. 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 projecB may also take three (3) 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: F:\cdev\FORNlS\Permits\Building\buildin gJ)ermit. DOC Page 5 of 16 04091200s WHEN A *PUBLIC WAY PERMTT" rS REQUTRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A .PUBLIC WAY PERMIT": Is this a new residence?YES_ NO Does demolition work being performed require the usgof the Right-of-Way, easements or public property? YES NO A Is any utility work needed? YES-NO--S Are there any improvements being done to the driveway?YES ,< NO Is a different access needed to the site other than the existing driveway? YESd6)5- ]rtalnt Otu'nuflB*or*&P done that affects the Right-of-Way, easemenb, or public property? o o Is a "Revocable Right-of-Way Permif' required?NO ,\- Is the Right-of-Way, g€sements or public property to be used for staging, parking or fencing?YES NO U\ If answer it NO, is a pprking, staging or fencing plan required by Public Works? YES NO If you have answered YES to any of these questions, a "Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Works office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 970-479-2L98. Company Name Job or Project Name: Date Signed: PRJ #: o F:\cdev\FORMS\Permits\Buildin g\buildinglDermit.DOC Page 7 of 16 ,srr-?6-0i i3:4i]rrtn Frrin-T0'S 0F VAIL C0M|i|UNITY DEVEL0P[[NT 9704t92452 T-!r'i t.ll;:/)l]:r r-640 Design Review Board ACTION FORM Department of Cornrnunity Developrnent zs south Frontage Road, vail, coloredo 8l,li57 tel: 970.479.2139 fax:970-479.245,:l web: wrrw.vai [ooY.coflt BOARD/5rArF ACTTON Action: SrAFFAPR Date of Apprcval: 0l/21;/:l':)rit' Cond: 8 (F'LI\Ni: No changes to these plans may be made without the wr tten c(tn:t(!lrt (lf -]'cv!rr o{' Vail strfl'and/or the appropriate rariew committee(s). (lond: 0 (F'L,\N ): DRB approval daes not constitute a permit for building. I)lea:i3 consult urirJl 'lirrvn rf Vail Building personnel prior to construction activltles- Olnd: 201 DREI apF,roval shall not become valid for 20 days followlng the date of : pptctritl. CDnd: 202 rlli;i!,i:':u 'fi',i[!!'ril {;ilr llii]: Lj:/*ii,i i,,1fi : ii i:ii,.iirci i- -a.f..'rir!rfrlr arrar.Ir trr',rrjrrr:l flilamr:: f:tr{Allc]osE RESIDENCE DRB Number: DRB(!7l)0;.3 proJerr:i: 1:r€ :rr : rilnlii On I - [1I,JIL APPROVAL FOR AN ADDffiON OF GRFA (BASEMENT RNISH' Nl:r $('-:::UC]R l\l-TEFI\TIOI\5) lr 'r t'li uilrants: CilIVhIEI:. FR/\NCIOsE, SUSAN L, & REGIMO1/26|2007 ;T[T4 SNCIWBERRY DR r'AlL :n 81(t5Z p.FP-tl:t,,N'f SAWAICH IAND m- INC. 0t12612007 Phone: 376-4124 r,.0. Bcrx tz98 liiDVl/AFD:5 (Il il1{i32 [,i,:enSe: 629-8 (ur\f n:lACfCrR SAWATCH LAND CO, ilC. AV26|20O7 Phone: 375{124 r'.o. BCx 1298 I:DVJAF.D5 (1lr ;31ti32 ,..icerse: 629-8 lrrfliirircl ,ldulres,r;: lE34 SNOWBERRY DR VAIL Location; 2834 SNOWBERRY DR. [.e1;;l,l l)$:irriptiorr: Lctti J.l] Block: 9 subdlvisioni vNL INTERMOUNTAIN DEV 5 'Fr;rir:€ llltl[tlb(r': 2103-143-0104-8 Crl trnil'enltil hl'rti'Fn El/: IiEruorfrd Elri ltlolt l (lor' cliliou i:r .ril-a6-01 lii:{lprn lrr;rrl0'fi 0F I/AIL COWUtllTY DEVEL0PttllT 9f0479?452 l-0"; t. )03/]tl F'640 irpprry;:l of thls projed slrall lapse and become void one (1) year follc'ttr'ing :lte daE c,f final approval, unless a bulldlng pennit is issued and construction is crmrnenc€d :nd is diligentv pursud towdrd mmpletion' lbncl: 113 t.ll d{:velopment applications submitted b th€ Town after the efrective date of ()rdirrance 26, Serles 2006 shall be subFs to the pending employee hottsinrJ ' regulations in whatever turm they are finally adopted; provided, froweu,:r, l:la[ if lff ll;llilfi H3:fl ".*'j;,rrTff T$?'T,iff ':8JH',J:["bv';\txirti'2t'07' Irlanner: Etill clbson DRB Fee Paid: lsl0lt.orl \.o t\ +fttU lq $j dti r d;! *rj ;? >; I$.1 >;!.A =I-c i+, s= ,6- tL l! J & c L .P s 6 n_ P !!r,. tl;' n., f- ::r' G Q I {r LJ t: Jr tf L- +, 0,u (J a s +, {/l X td \?-Y1^ 4Y s{ -5,"'ie i a"s) = -. 8 g b u 6 U s _c U o = ,--:----'---\-\( L-,='- ' ?/\ il_! l/1l "I z1 =o l- c,e C{ (i: z "{ -, :,: ' lF :' t'- I la \t-lrr n I lu,:l .l' 'Fr !-F..t q"r't 4 t\' fi1 Hs si CA -_c j+j= :-c !' 'l..> C/t - lr | (,, JI lJ -c (/) _c -P :> + (u l/l o c J d t\----l t\l | \l ,, | \ ii ii f 0,lt I (J :-+<gt{c t\d l\.> t- H J? t:c' tt (l a,i1 12 .i, di (t l_-_-__-._i *o o f Iw' " l./\ I f 0i i rvr ;ltll vl t ut o E o o u. i 6t, OJ L u (rl OJ c P L- 0l LI (l 5; !l t< U c -c U o E P o vl O F vl T trJ NtnBTH Erqr::uil-F;1"..11] Ett-j, -4r :-e - --Elfu-q.]--]lDqte li a:l)/t)7 | trrq -rziji;-ilir,- -: ---l Buttness Votls L--J ru 'i I a L-- Add e - e'x?'x|' column footlngs qnd 2-6'x6' colunns Spllce exlstlng bultt up beon wlth axla's qs shorn (neference detolt C) Renqve exlstlng cotunn Exlstlng cotut'|ns Fnonclose Residence Sheet No, S-1 Do.tet 1/?9/07 Scotet 1,/4'= l'-0' EGttg comete lourdoihn rotl otd fmthg tttk Code hor - lMpd corrrete ord eropy t t hr hh Pdsth fmt4 | 2l'[t rifl lnlntb oer 6d vopc h*r gunutor fl( Tlo-1-n il l---.' g \,/ \--,\ | \ iisth€ corrctp fru$tbn rotl od foothg t rl$ lutlth owt 6tl Yopr hrrb t 5 hr mttur, rq ond botior lrt obmet&-Spt I tlkk yode beon - 400psl conoete ond exqy | { hr hb QtstB lootlg I ?1' 0t t@ grorutor fll Fnonciose Residence Sheet S-2 Dat,q 7/?9/07 Scote: L/?' = l'-0' T_ I I I tu Detait. B | 5 bor cmttur, tq od bttor N6'-r e: (6,fi?<'k;1t1,4 4fZfL--ft> W <iFfE Oo. qLtJv l17ftlr-*o4 Qt Og, tsc8 ft"Til elw (0yb New lF cotunns \ New footlngs, 2tx?'x7' I {tr* 6tq W4 !,"Y Detail C 1-l"Tg'. Tatftrt 6 OLt €i W,+et> r,l/ctl f*31l1t{'6V Ps.P{t+,e} {:/!* fQatl " f 16ool+F e$ LW6 fP #v *u><:t Wt edA?V6'5lvv &til+oV l{rt qEEL-fc-> bd q Fe6 62(2 ' Fronciose Residence Sheet S-3 Doler l/?9/07 Scoter I/?' = I'-0' TOWN OF VAIL, 75 S. FRONTAGEROAD VAIL. CO 81657 970-479-2t38 ELECTRICAL PERMIT Job Address: 2834 SNOWBERRY DR VAIL l,ocation.....: 2834 SNOWBERRY DR. ParcelNo...: 210314301048 Project No : olrrNER FRANCIOSE, SUSAN L. & REGTNA03/L'/2007 2834 SNOWBERRY DR VAII, co 81657 APPL,ICAITflI I{UGHES EI-,ECTRIC SERVICE ]-44]- IJAWSON AVENUE ERIE coLoRADO 80516 License: 388-E COI\IIIRACTOR HUGHES EI-,ECTRIC SERVICE 1441 I-,AWSON AVENUE ERIE coLoRADO 80516 L,icense:388-E DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Permit #: F{J7-0027 36-l Status...: ISSUED Applied..: 03ll5l2007 Issued..: 0410612007 Expires . .: 1010312007 -60 \A 03/Ls/2oo7 Phone: (303) 988-0549 03/L5/2007 Phone: (303) 988-0549 Desciption: ELECTRICAL FOR BASEMENT FINISH. NO EXTERIOR ALTERATIONS Valuation: $0.00 Square feet: 500 {<)t*x(:t**** **)***** )k Elecuical--.--- > DRB Fee---:- > Invesdgation--* > Will Call---*-> TOTAL FEES-- > 90.00 s3.00 s54.75 954.75 s0.00 ss4.75 $54. ?s $0.00 Total Calculated Fees-- > Additional Fees--------- > Total Permit Fee---- > Payments------------- > BALANCE DUE.......- > Approvals: Item: 05000 ELECTRICAI DEPARTMEI\III 03/L5/2oo7 shahn Item: 05600 FrRE DEPARTMEMT Action: AP CONDITIONS OF APPROVAL Cond:12 (BI,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 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. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOIJR HOURS IN ADV PM. AT OUR OFFICE FROM 8:00 AM - 4 OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEI SIGNA **'t'l' 'i* ++**+:t+*,t**dt*{.{.**!t*{.*{'++++**+***********************t* +*********,1'ft'tlt ***.*'t * ***+*****'r*1. TOWNOFVAIL, COLORADO Statement ****+*+'t!**+****t*t*'*'**********'t {.*'t**f i.'}***1.'}********{.****1.{rt{.{.'1.,1.+'1.++*{.!** ******************* * Statement Number: R070000423 Palment Methods Check cK 9588 Anount: $54.75 04/06/200702235 PV! Inits: LT NOTAEiON: BRAD SCHNEIDER / $54 .7s ***{.,i1'}******'}****t ,1.'}'l:t:i:}*:**************************{.'1.*****+************+*+*f*************** ACCOUNT ITEM LIST: Account Code Current Pmts Permi. t No : Parcel No: site Address : Location: This Payment: EP 001000031r-1100 wc 00100003112800 EO7 - OO27 2103-143-0104-8 2834 SNOWBERRY DR VATL 2834 SNOWBERRY DR. DescriDtion ?14)e: ELECTRICAL PERMIT Totsaf Fees: Total AI,L Pmts : Balance: $s4.7s $s4 .7s $0.00 ELECTRICAI PERMIT FEES WILL CAI,L INSPECTION FEE 5L.75 3.00 7-2 -1994 4,43PM FROM APPUqAnOil WILI I{OT EE ACCEPTED rF TNGOMPLETE OB !fr{{ Y- | Eo7 oo A7 Electrical Permit #: 97 O- 47 9-2L49 (I nspecti ons) TUMItrTT[, 75 S. Frontrge Rd. Vail, Colorado 81557 COlf TRACTO R IN FORI,IATION coMpLETE SQ. FOOTAGE FORAREA OF WORKAND VALUATION OF WORK (labor & Itlaterials) EI^ECTRICAL VALUATION: $AI'4OUNT OF SQ FT IN STRUCIURE: officeat97G328SHt Parccl #*t6-gveo nq{ tobwamet{rn ci we 1fu^,nf,f^;r^robAddress: ]8 3'J So"u tr"nry- Legaf Description I l-ot, /g,4llEbck f Faling:*aaits"", ; n/ur-or![Ofo4, Orvners N.*u, F.o n or rrS d .a-res:2gv1Snonbov PhotE f70-y7?-7?lE_ Engineer: ' ,,Address:Phone: r te)orFo"* rconx/ er+fkL r€n vr' / S+-brcG'c! g 'wr*Lfr.workoass: New() Adduon() Remodel() Repair() Temg_Fower() Oher(r/li wo*rype: fncrlor(d O<terior( I Boft( )Does an EHU sdst at this location: Yes ( ) No ( ) TypeofBldg.: Single.famity(4OWt61x( ) Muti-family( ) Commerdal ( ) Resbunnt( ) Ogter( ) No. of Existing Dwelling Unib in this building:I t No. of Accommodafion UniB in this building: I ./ Is this Dermit for a hot h:b: Ves ( ) No (tt) ooes a Tffi Exist ves(t) No ( )@H Yes( ) NorVT lor ht@l # **f****r*t*t*****FOR OFFICE Use ontY*********a**r**t*****s********t****a /, i*t*.***** **'i dq,** *r**** ,fr2, U t:/ TOWN OF.VAIL, DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGEROAD VAIL. CO 81657 970-4'79-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07-0020 Ic i -co td Job Address: 2834 SNOWBERRY DR VAIL Status . . . : ISSUED Location.....: 2834 SNOWBERRY DR. Applied . . : 0211412007 Parcel No...: 210314301048 Issued . . : 02128/2m7 Legal Description: Expires . .: O8/27/2Nj ProjectNo ' \)\.JOI -col'A o$rNER FRANCTOSE, SUSAN L. & REGTNAO2/L4/2OO7 2834 SNOI\IBERRY DR vlt _L_L co 8L557 APPI,ICANT CASEY PLI'MBING & HEATTNG 02/L4/2007 PhONE: 970-653-4300 PO BOX r-830 EDWARDS coLoRADO 4L632 Li-cense : 327 -14 CONIRACTOR CASEY PLUMBING & HEATING 02/t4/2007 Phone: 970-653-4300 PO BOX 1-830 EDWARDS cor.,oRADo 8]-632 I-,icense : 327 -M Desciption: INSTALL RADIANT HEAT IN BASEMENT FINISH. NO EXTERIOR ALTERATIONS. UTILIZE EXISTING BOILER Valuation: $3,000.00 Fireplace Information: Restricted:# of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 FEE SUMMARY d(** ** + ****+** **'** *** Mechanical--> Plan Check--> Inv estigation- > Will Call---- > $50.00 Restuarant Plan Review-> s1s . 00 ToTAL FEES-----------> $0.00 $3 .00 So. oo Toral Calculated Fees-->g?8.00 Addirional Fees---------- > $78.00 Total Permit Fee-----> 5133 .00 Payments------------- > S133 . oo BALANCE DUE.--'*->$0.00 Item: 05100 BUII-,DING DEPARTMENT o2/1,4/2oo7 cgunion Action: AP Item: 05500 FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond:22 (BI-,DG.): COMBUSTIONAIR IS REQUIRED PER CHAPTER 7 OF THE 2003 rMC AND SECTION 304 OF THE 2OO3 IFGC AS MODIFIED BY TOWN OF VAII-,. Cond:23 (BLDG.): BOIILER INSTAI-,LATfON MUST CONFORM TO MANUFACTURERTS INSTRUCTIONS AND CI{APTER 10 OF THE 2OO3 IMC. Cond: 25 (BL,DG.): GAS APPI-,IANCES SHAI-,L BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 TFGC. Cond:29 (BLDG. ) : ACCESS TO MECHANICAL EQUIPMENT MUST COMPI-,Y wrTH CHAPTER 3 oF THE 2003 IMC AND.CHAPTER 3 OF THE 2OO3 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOIjNTED ON FLOORS OF NoNCOMBUSTIBI-,E CONST. LISTED FOR MOUNTING ON COMBUSTIBLE FI,OORING. Cond:32 (BL.,DG.): PERMIT,PLANS AND CODE ANAI-,YSIS MUST BE POSTED rN MECHANICAI TO AN INSPECTTON REQUEST. I]NI-,ESS ROOM PRIOR Cond: 30 (BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FIJOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTTON ].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 zoning Efi subdi_vision codes, design review approved, International Building and Residential Codes and of Town/aoolicable' thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV PM. OFFICE FROM 8:00 AM - 4 SIGNA AND OWNEI )NE *{t.}r(+*,}****:*****+***+******+**+*+**+***+*+**++***+****+*+++*+++++*+*+***+*****+*+*******t *** TOWNOFVAIL, COLORADO Statement * * * * * * * * * * * * * * * * * * * * * * * * * *****{.,}'}***+*'}****** *:**:} **** * *4r *:li*****{.+'r.**.}*'l**1.***d.**1.** +**i*:lt*** statement Number: Ro?0000210 Arnount: $133.00 02/28/200701 :58 PM Payment Method: Check Init: DDG Notsation: Sar.ratch 5 013 Permit No: M07-0020 ?]rpe: MECHANICAL PERMIT Parcel No: 2l-03-143-01 04-8 Site Address: 2834 SNOV{BERRY DR VAIL IJocation: 2834 SNOWBERRY DR. Total. Fees 3 This Pal'ment:$133.00 ToE,al ALl, Pmt.E 3 Balance : +* +++** '1. +* **+* * * * * **** rl* ** * * * * * + ** * * * * * * ** * * * * * * *'i*'i* * * * ** ***+**,t**********'i*{.'}*** **1.*****+* $133 .00 9133.00 $o. oo Current Pmts ACCOTINT ITEMLIST: Account Code cL 00100003123000 MP 0 010 0 0 0311110 0 PF 00100003112300 wc 00100003112800 Descriot ion CONTRACTOR I.,ICENSES MECHANICAI, PERMIT FEES PI,AN CI{ECK FEES WILL CAIIJ INSPECTION FEE 55.00 60.00 15.00 3 .00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPTETE OR UNSIGNED TOV Project #:oozz Building Permit #: 75 S. Frontage Rd. Vail, Colorado 81657 j\4C?"oalC Mechanical Permit #: 970-47 9-2L49 (Inspections) Permit will not be accepted without the following: Provide Mechanical Room Layout drawn to scale to include:a Mechanical Room Dimensions o Combustion Air Duct Size and Location o Flue, Vent and Gas Line Size and Location o Heat Loss Calcs. o EquipmentCut/SpecSheets CONTRACTOR INFORMATION Mechanical Cootractor: CalA,t Plp/Town of Vail Req. No.: ttA-3?,+ Contact Person and Phone #'s: r >4"- M br7'1yn/<A+qz,tt E-Mail AdUress:Fax#: i',.61'#o-t COMPLETE VAIU'dTON FOR MECHANICAL PERMIT (LAbOT & MAtETIAIS MECHANTCAL: $v.)Tb-aD Conta.t Assessrc Offtce at or visit Parcel # ZtO3l<<OtD<IK rob Name: ffa^er.:r, ArU'"-rob Address: zK7( luauJe-rtw Legal Description Lot:Block:Filing:Subdivision: owners Name: F,)*cat F( llaadres:2Kq4 1ur,r^ybrru ll Phone: //47 - n/K Engineer:Address:/ ll Phone: oeta,edffirtotUf";/r*t rto/ ,n /rnar *,,r/4 ,&qr'4(r4 bn- /a/ . WorkClass: New() Addition(41_ Alteration( ) Repair( ) Other( ) Boiler Location: Interior (o<) Exterior ( ) Other ( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Singlefamily (aI Duplex ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) Ofier ( ) No. of Existing Dwelling Units in this building: t No. of Accommodation Units in this building: No/Tvoeof FireolacesExistinq: GasApoliances( ) GasLoqs( ) Wood/Pellet( ) WoodBurning( ) Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( for Parel # *****r** ** *x **lgr * ,fz"?'n* t 1"-2 *******FOR OFFICE USE ONLY*************g****2 F:\cdev\FORMS\PERMITS\Building\mechanicalJ]ermit_1 1-23-2005. DOC *m Town of Vail Mechanical Codes and Desiqn Criteria r You must obtain Design Review Board (DRB) approval if any of the mechanical work will involve ANY exterior w6rk. This includes and is not limited to removal and replacement of driverrnay snow melt systems. Please contact the Deyelopment Review Coordinator at 479-21?8 for addiuonal infiormation. o The Town of Vail has adopted the 20O3 International I'lechanical Code and the 2003InternaUonal Fuel Gas Code. o All new construction within the Town of Vail is considered to be of unusually Ught construction, thus all combustion air is requireO to be drawn from outside the structure for mechankal eguiprnent. Town of Vail Fireolace Ordinance In September of 1991, the Vail Town Council adopted an ordinance which r€tricts te construction and use of open hearth fireplaces within municipat boundaries. Since that time the ordinance has undergone numetous changes and revisions, striving for comprcmlse, yet effectiveness in addressing the air quali{ issue. Theteforc the following criteria has been adopted: o Constru€tion of open heardr wood burning fireptaces is no longer permitted within Town of Vait municipal bounfaries. Dwellino Units - Eadr new dwelling unit may aontain: One (1) EPA Phase II certified solid ftrel burning dwice and no more tlran two (2) gas appliane (B vent) OR Two (2) gas loS fireplaces and no morc than two (2) gas appliance fircplacs (B bent). Restrichd Dwellino Units - Each new rcstricted dwelling unit may contain: One (1) gas log fircplace or one (1) gas appliance ftreplace. lf hro or more separate dwelling units or accommodation units are combined to form one larger uniQ the oombined unit may r€tain one woodburning fireplace (if one already exists) and no morc than 2 gas appliance fircplaces, or may convert up to two existing fircplaces to gas. If durlng the ourse of a remodel an existing woodburning fireplace is altered or moved, the unit must then comply with all provisions of the ordinance. That is, the fireplace must be onverterl to natural gas or rBplaced by an EPA Phase II certified uniL .\ i v F:\cde^Kn$qPml|I13\Brilding\nEcJ|anhal-lermit-l1-23-2005. Doc [+,t.i4 :FAX ND. :5 ltrgr,:;r i:ilir) is.r i:radi;r.iit'tiy'rl;'kri Hi02.Sl H'cat JLoitsRelrcrf Feb. 12 :lOeri' t::;: l.{lP14 \c. lf r ), ! {llt-1 ;1,'tl'}0, i ''tl 1r'tlrlct I f lh'Ttrir iltln :;1;;161 ri,n'r: f ,+.ii+l 3SE RS$ ,;;;i;;,;r r ,rririe,r: 02'!1Q7 Prq€d Cuolt: 0i:1?C7 ic iigntut i'r'!i11. lllrSEY crnttct !n!ttllfeti'on DeSigNEd B,: JEFF MART'N Cc.rl.l.rnr' Namg: FERGU S Ohl ;i vn; l.:uirber: Fex Numb€ r. :'ir )l1F ir'" l':ri)Eil i t:l ltu'r'lY; t: Notes: r i lrr:ll! .rl!ii:r! iep!ice!!9r1,- -.- rJah':lat'ed Heat Loss for ENTRY B$ F lndco'i -r':l;iF;ii;;6 i!.l;ri:9, iir;;;1"""'' I r,::.rFi l"'l1illll l ' i'6't*l: _!lil!-_- r rllog:: i .ixsl , l-:!t'!lil ! r'(!i-l-,1 rrrrliartlanl i I nrrqr, ,\r,:r. I I - r,- . . , O:rir:uicied rleat Loss for WALK !ht-q!o!Ell l; Intl .i:-:: (:il I Un|tl (i-i'lrla.r'fCA .lir,,';uiatec Heal Lcss for'vvALK ll\ cLoSFqj; Eti.ir-,,.: r, ;Il!,1n 'fii'; l\l rnr "!t,r,r ac tr 1n,.I,.,,r,.) -: .t t. .d.,r'J fil. tolt i 'lclirlLtr! I rL l"-.|llliiis -i -- l'--.Ri-ri--r I t;hllcr , i,i!i'roi ii,ufi Lllsq!t {.',lS)i'I'.;tviit Copyright(c) lVttts Rsdiant lPr[ir'!. [F:-.']:FRX NO. :5 ii|]!ii if l;rir :f . F):. ! l,.i;,.i j.,l i i l'l' :' I ;,t-i':l; :ilii il?, :'l i F'tEle(.l Ini 'rl m $ii ]a !,,:i;cl iiir"rr ': :i:' p.:t t^:t- C.t!i!i RES F r0l,,rr;l rlt,rnbe'l': (ie1:0.r Ft'i'isl (lu':'t6: l,;;,:, g;;rrri ri.-; ,rAiri CA;;U*' F i;r,:ln{ \, Lt"rlter: Fi!:r N,.rn l:tl'':iloiu!;: ,ir ri c 1 .l !Ig!i:1jPlr-[9,?i!u})* ''.j;,i!:n:."i l5;,ttri'i'-**-,3}ti[. -i- tgld -] *jijlTt i jl;rn1' fi: ltilarb A,ppligegignL iil,nd i.itit {r?'l;}-:::l}ril:l ti'c,nta'-t in'brmr:i<" r []6*iti1. J i:1,': iEF: :'atl l!'' : 2' 2t.)"; t.:c'milz,rt. t'irrn'g; l:l:F' : t :;(.) J F,hrne N,: j -l),:: 118:l ,fJt.lmbe ": -(! !'i!1:f l;iin'l r.!,t|,,.r.il.,. ." -lllllg!il- .'i i:ll:i ,: ..t r' l_ __,J ;r1,,i;';3i:g I i"!'! i I ru | Flan5l T 'l i I I l.ord I I L___ -_-t-_----i-J!r!l!1-,.1---* I '- 'i;_- "'':---"-0---'l-- |c.ti -"r---ht -l---t"eaI --l--r' I Flan5l i t.o,rd i I Eltt|rhl I ': i'r; ''' :; ;;;;:i ;1 ;' ; ;;1;;,5ix6i i+"* iraat:; iilftlE[;]E: tE:i?ii'JI]" r'' i;:itrUltlt' l- uif: or RaJiant Caporcfu (r' blc,t: ar,'-l €rt:?l) i(:'-938'r ,L0i1ii: i-'ri:,r? (: li,;al'i: tl i I'l.r::d : fu-Jianl : Pr!]Cur. | . itliili : ]'l(i,'- a:i:iilrti' -'" irEi.i'i-- Etifr'- T 'Iit'-'ti---, -a,:Jia,rT -i 9r'rcrrr-t Trrilri I rr[13' ,"i,,,ii';'r; i fi': , | fri i iaL:ej i T;::; lLenlilh[tltl t::irrir | --. i i i Ltrait i I I __ _ ___j. _--._--.., ---1._._._-.:--- _--i- -ili:r --l -iiiit'-'-'" - iiii ____l___1,__ ilnHr,, l"'"'''". rr' i i iioacr i I I i I ____l---- -LaIrdhI I I - - itf'"' -' -2i---T-TT-f--z-"r ---l-TE7*--717-'i- ..--;itil-'i- -""I I I I I ---"-"','*'ri&---,.+-----..i---'- li;;;,;i:g'iliiiiilniil6Ffpa-nen ofr?il Catcut'irrxi''.'r.ire slriiil'6irii '(.l,,LtiI: lr',]R.$-it)Copyright( r:) iY g115 R,ttlititit TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P07-0011 Bcl-cLr{ Job Address: 2834 SNOWBERRY DR VAIL Status . . . : ISSUED L,ocation.....: 2834 SNOWBERRY DR. Applied . . : 02/1312007 Parcel No...: 210314301048 Issued. . : 02/2812007 Lrgal Description: -.t{-\o 1 _ ao I < Expires . .: 0812712m7 Project No : ohtNER FRANCIOSE, SUSAN IJ. & REGTNAO2/L3/2OO1 2834 SNOWBERRY DR VAIL co 81657 APPr-,rCANT CASEY PI-,I]MBrNG & HEATTNG 02/a3/2007 Phone: 970-653-4300 P.O. BOX 1"830 EDWARDS co 81"632 L,icense z 2L3-P CONIRACTOR CASEY PITUMBING & HEiATING O2/t3/2007 Phone: 970-553-4300 P.O. BOX r-830 EDWARDS co 81532 License:213-P Desciption: UNDERGROUND PLUMBING FOR A NEW BATHROOM IN THE LOWER LEVEL. Valuation: S5.000.00 Fireolace lnformation: Restricted: l?# of cas Appliances: ?? #ofGasLogs: ?2 lof Wood Pallet: ?? FEE SUMIVL{RY 9o. oo Total Calculated Fees--> 996 .7 s Additional Fees------> Plumbing-- > Plan Check-- > Invesdgation- > Will Call--- > $75.00 Restuannt Plan Review- > s18 . ?s ToTAL F8ES----------> $0.00 s3-00 Total Permit Fee-..-----> 5151.75 Payments---------------- > 5151 . 75 BALANCE DUE-. :- -.>$0.0o Item: 05100 BUILDING DEPARTMEIfrr O2/L3/2007 cgunion Action: AP Item: 05500 FrRE DEPARTMEMf CONDITION OF APPROVAL Cond: 12 (BI-,DG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 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. REQUESTS FOR iNSPECTION SHALL BE VADE TWENTY.FOLIR HOURS III ADVANCE BY TELEPHONE AT 4?9-?149 OR AT OUR OFFICE FROM 8:OO AM .4 PM. R HIMSELF AND OWNET *{.*'f,'t************ * *********** *******+**** + +* + ++*** ** * * * * * * * * * * ** ** * ** * * *******'i**'}* *+t**** * * TOWNOFVAIL, COLORADO Statement Statement Number: Pavments Method: R070000211 check Amount: $151 .75 02/2e/200701:59 PM Init: DDG lilotsation: sawatch 5013 Permit No: Parcel Nol siee Address: Irocation: This Payment: ACCOIINT ITEM LIST: AccounE. Code cL 00100003123000 PF 00100003112300 PP 00100003111100 wc 00100003112I00 P07- 0011 Tl4re: PLTMBING PERMIT +++++*++++++++++++*++++**+++++++++++++*+* +* f * * * +* ++ + *+ {. + * * * + ******:r** *++ + + * * * * * ** *,} + * ++ * {. * * * 2103 -143 - 0104 - 8 2834 SNOWBERRY DR VAIL 2834 SNOWBERRY DR. $1s1.7s Descript ion Total Fees: Total ALIJ Pmt.a : Balance : $151.7s $151.7s $0.00 Current Pmts CONIRJACTOR I.,ICENSES PLAN CHECK FEES PLIJMBING PERMIT F"EES WIIJIJ CAIJIJ INSPECTION FEE 55.00 18 .75 75.00 3 .00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project #: Building Permit #: Pc>?- ol,l{Plumbing Permit #: 970-479-2149 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION Town of Vail Reg. No.: P- .'.1 3 Contact Person and Phone #'s: E-Mail Fax #: PLUMBING: $UTD - VALUATION FOR PLUMBING PERMIT (Labor & Materials) **.********* ******* * ** ** *** *** ** ***** *** FOR OFFICE USE ONLY******** (.-"q- Z *f.'t(, Jw>- € 1a r<-{2001 4-,?* ?r_, ; t-: o Dermit 11-23- Contact Asessorc Office at 97O-328-854O or visit for Parcel # Parcef # ZlD3l43O lO<fR rob Name: €to^lrDge-- /W'rob Address: 2631 Sr^r"tl"rr"'4 Lesar Description I loe /(/-l uocxz Q Filing:subdivision : fuh nt,rrl/at X Owners Namet {--erLf. vt g€- ll Address:Phone: 421- 7q/ { Engineer: 7- llAddress: Phone: Detadedrdescri ption of ,;ruork'//niluwn*'rl J,"/ l- * bfltvz'n rza hrxrbrd *"* a'"r{ ltew ( )/ Addition pq Alteration ( ) Repair ( ) other ( ) Type of Bldg.: Single-family f,Q Dunler ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building; ( F:\cdev\FOR14S\PERMITS\Building\plumbing_permit_Page 1 of 1 t-18 rrl23/2005 m'nA sd,J TOYNEVALW HOW DID 'JYE RATE WTH YOU? Town of VailSurvey Community Development Deparlment Russell Fonest Director, (970)479.2139 Check allthat applies. 1. Which Departnent(s) did you contact? Building _ Environmental _ Housing_ Admin Planning DRB -- PEC 2. Was your initial contact wiih our stafi immediate_ slow _or i no one available ? 3. lf you were required to waif how long was it before you were helped? 4. Was your.project reviewed on a timely basis? Yes / No If no, why not? 5. Was this your firstlime to fle a DRB app_ PEC app_ Bldg Permit_ N/A 6. Please rate the performance of he staff person who assisted you: 54321Name: (knowledge, responsiveness, availability) 7. Overall efiectiveness oi tre Front Service Counter. 5 4 3 2 1 8. What is the best time of day for you to use the Front Service Counter? 9. Any comments you have which would allow us to beter serve you nexttime? Thank you for iaking the time to complete this survey. We are commited b improving our service. llrt'pfroot In"p""tl:,,l,F?$uF:L*Fo'ting t"n" t'' Requested Inspect Date: Friday, Novembar 23,2007 ' lnsoection Area: JRM Site Address: 2834 SNOWBERRY DR VAIL 2834 SNOWBERRY DR. A/P/D lnformation Activitv: 807-0012 TvDe: A-BUILD ConstTvo6: Occuoahbv: Ow.rier: FRANCIOSE. SUSAN L. &.REGINALD J. Contractor: SAWATCH LAND CO. lNC. Description: BASEMENT FlNISH. NO EXTERIOR ALTERATIONS Reouested Insoection(s) Item: 90 BLDG-Final Requestor: Susan Franciose Coniments: will call Susan Frdnciose AssignedTo: JMONDRAGON/#./ Time Exo: || -1<'61 I il- *) " lx4 Requestedrims: 8?btjaT U Entered By: DGOLOEN K Item: 20 Item: 30 Item: 50 Item: 60 Comment:Item: 533 PLAN-TEMP. C/O Item: 534 PLAN - FINAL C/O Item: 90 BLDG-Final 05t2'1107 InsDector: Comment:Item: 70 BLDG-Misc.Item: 91 PW-Final drivewav qrade 10/08/07 lnsb€-ctor: JRM Action: Action:frf,poroveo * *' Approved ** gc "ru * Aoproved *'' Action: ** Approved "") ' Action: 3 AS NOTED ON PLAN,ln Action: ' and (2) Dads. Approvbd -* t'o tut8: otf * Phone:3764124 AP APPROVED PA PARTIAL APPROVAL AP APPROVED AP APPROVED AP APPROVED Status: ISSUED Insp Area: JRM REPTl31 Action: AP APPROVED Run rdl 727L llrt?#ot In"p""$:l'l,F?$lF:ffi|toning t"n" t' Requested Inspect Date: Wednesday, Novomber2l, 2007 ' lnsrction Area: SH sire Address: e83i SNSWEEFFV BF.uo't A/P/D lnformatlon Activitv: E07-0027 Tvoe: B-ELEC SubTvoe: ASFR Status: ISSUED ConslTyp6: Qccup_aiey.: _ U'se: Insp Area' SH Owtier: FRANCIOSE. SUSAN L. &'REGINALD J. Contractor: HUGHES ELECTRIC SERVICE Phone: (303) 988-0549 Descdption: ELECTRICAL FOR BASEMENT FlNlSH. NO EXIERIOR ALTEMTIONS Reouested Insoec{lon(sl Requested Tlme: 09:00 AM - Phone: 479-7YA Entered By: DGOLDEN K t@ Action: AP APPROVED RETUIRED OUTSIDE BEDROOM AND IN NEW BASEMENT. t\'"'t frrrrt- A-( Lat-"| lnsoection Hlstorv Item:110 Item:120 Item: 130 Item: 140 Item: 190 REPTl31 Run Id: 7248 lmprovement Completion Date: (Qro; \rt - ss15-1 - cPJ-o DEVELOPER IMPROVEMENT AGREEMENT THls AGREEMENT, made and entered into this z'o{-'daY of az 'i v*-Lr - ,20 oc' byandamong '--* so,-.t 6"*'".., (the ;Devetr-GTffiiE-iEfTow-n of Vail (the "Town"). WHEREAS. the condition of the Temporary Occupancy for KN \^ {€ - r.,{,.! v--*t-^r*. (address, legal description, and project number) wishes to enter into a Developer lmprovement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgement of the Town to make reasonable provisions for completion of certain improvements set forth in the attached estimated bid(s) in accordance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail; and WHEREAS, the Developer wishes to provide collateral to guarantee performance of this Agreement, including completion of the all improvements referred to in this Agreement, by means of the following: The Developer agrees to establish a cash deposit account with the Town of Vail, as escrow agent, in the amount of $ \2. o t?..9 as collateral for the completion of all improvements refened to in this Agreement, in the event there is a default under this Agreement by the Developer. NOW THEREFORE, in consideration of the following mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expense, to furnish all equipment and materials necessary to perform and complete all improvements referred to in this Agreement. The Developer agrees to complete all improvements referred to in this Agreement on or before the -day of ,^.r,',- I ,20 o-?. The Developer shall complete, in a good workmanlike manner, all irhprovements referred to in this Agreement, in accordance with all approved plans and speciflcations filed in the office of the Community Development Department of the Town of Vail, and to do all work incidental thereto according to and in compliance with the following: a. All said work shall be done under the inspection of, and to the satisfaction of, the Town Planner, the Town Engineer, the Town Building Official, or other official from the Town of Vail, as affected by special districts or service districts, as their respective interest may appear, and shall not be deemed complete until approved and accepted as completed by the Community Development Department and Public Works Department of the Town of Vail. Flcdev\FORMS\DlA\DlA cash format_112002.doc Page 1 of 5 s w :d..' r*,.- '" f itl '1, o-s 'tt z. \r,.. t 5;b:- *E*,r*fr :'+t ,Sfr ts,. '.t 'l To secure and guarantee performance of the obligations as set forth herein, the Developer agrees to provide collateral as follows: A cash deoosit account with the Town of Vail, as escrow agent, in the amount of as collateral for the completion of all improvements in the event there is a default under this Agreement $ \z.oi2'so referred to in this Agreement, by the Developer. 3. The Developer may at any time substitute the collateral originally set forth above for another form of security or collateral acceptable to the Town to guarantee the faithful completion of those improvements referred to herein in this Agreement and the performance of the terms of this Agreement. Such acceptance by the Town of alternative security or collateral shall be at the Town's sole discretion. 4. The Town shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee thereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall be and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject lo, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other liability which the Developer my have. 5. lt is mutually agreed that the Developer may apply for and the Town may authorize a partial release of the collateral deposited with the Town for each category of improvement after the subject improvement is conslructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition shall the dollar amount of the collateral that is being held by the Town be reduced below the dollar amount necessary to complete all uncompleted improvements referred to in this Agreement. 6. lf the Town determines, at its sole discretion, that any of the improvements referred to in this Agreement are not constructed in compliance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail or not accepted by the Town as complete on or before the date set forth in Paragraph '1 of this Agreement, the Town may, but shall not be required to, draw upon the security referred to in this Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this Agreement may be revoked until all improvements referred to herein are completed by the Developer or the Town in accordance with this Agreement. F:\cdev\FORMS\DlA\DlA cash format_1 12002.doc Page 2 of 5 lf the costs of completing the uncompleted improvements refened to in this Agreement exceed the dollar amount of the deposit, the excess, together with interest at twelve percent (12o/o) per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad valorem taxes levied against such property. lf the Developer fails or refuses to complete the improvements refened to in this Agreement, such failure or refusal shall be considered a violation of Titfe 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty), of the VailTown Code. 7. The Developer shall warranty the work and materials of all improvements refened to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter 8-3, of the Vail.Town Code, for a period of two years after the Town's acceptance of said improvements. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. FlcdedFORMS\OlA\DlA cash format-1 12002.doc Page 3 of 5 Dated the day and year first above written. STATE OF COLOMDO COUNTY OF EAGLE UfW'^1 Town Planner STATE OF COLOMDO ) )ss.COUNTYOFEAGLE ) The foregoing Developer [nprovement Agreement-vrras acknowJedged before me this (4 Oay of \^tl'lrz4 +?'r..', z\Cvby 9." I "',"-' #;'rrc bi<- eq Witness my hand and official seal. .*r\trrrrrrrttrlr,,. My commission ""n,r", \ n-.U E, Z -a ? *'-"'t:r\t'.'::':!..f2 =:1--=i I I C' ' ---+""' Pualtc ^ -5 Th_e foregoi ng Beveloper lr4provement Ag reement was acknowl#ped before 'Zb Oarl of b?c|<..-ez<r ,ZOQllbV Lot'--r'z^c,-r Lia--'-lz/s me this F:\cdev\FORMS\DlA\DlA cash format-1 12002.doc Page 4 of 5 : I ATTACHED COPIES OF THE ESTIMATED BID(S) Flcdev\FORMS\DlA\DlA cash format_l12002.doc Page 5 ol 5 Feb,l0, 2006 4:l8PM ED|vARDS N0,9900 P,2 col{sTBucnoN, rilc. EdwerG. CO 6163a-1176 (s70) s2+s411 FAX (s70) 926-#85 Mr & Mn. Frauciose 2E34 Snowbcrry Drive vail,60 81657 JOB NAME &ADDRX,S$: 2834 SnowberrY Wcst vail AnchitecVEugiaeen On Site Visit Date ofPlanr: lVe bereby propose: l. Prcpere subgrade for roadbase, asphalt paving, and concrete pan. 2. Fumish and placc 2" of 3/4" roadbase to covor ed approx. area of 2,308 SF. 3. Apply soil sterilant to roadbase prior to paving. a- Furniuh and place 3 " of asphalt paving io cover 41 3pp'16x. arca of 2 ,2214 SF. Notel l. t Scheduliag will bc upon mutual agreemett betwea Elam Cofftuction aad Owners and upon receiving a signed proposal. If rcquitcd' surveybg, construction staking, Irndscrping, permif and testing will bc doac by othcrs prior to goject start Billing wiU reflect acnral installed quantities. If requrod, EIam Coustrrcdoa can fumish and place a driveway cotrcretE apron at driveway cnuancc, thc area of the *pron is 16'X4'X6". The additioasl cost oftbe concrete apron is $1,050.00. If ftost conditious Erc present, Elam Consfiuctioa's warraaty will be void. 3. 4. lof2 Feb.l0. 2006 4:IBPM rrSo'EDWARDS N0,9900 P. 3 AII of the ebove wotk to be completed il a substartial and workmanlike naancr for the sr:m of $8.560.0Q This proposal must be accepted as provided and delivered o Elam Coustruction, tnc., 30 days from above dat€, or it sha,ll crpirc. The contact rfirouut i9 payable to Elam Conseuction, Inc. mortbJy for work as it progresses q.ith tLc aotirc balaace payable upou completion unless othcrwise provided in thu contact or in the plans and specifications. Unless otherwise epeciflod hucia, th€ plaffi and spcoifications, if any, are expressly made a part of this contract. Thc conha*or shall perform all of ftc work m a substaatial ald worknadite mtstrcr and in accordance widr thc terms of the plane rnd specifications. The customer may ordcr ndditional work or changes rn writing at any time, at an aEreed price or at the contractor's rEgular rateg for the time and material work. lfpaymeots for work are not made whcu due, the conhactor may stop work or terminate this coatact and recover ftom the custom€r pa)'nctrt for rll work executed and loss sustaiacd and reasouable profit and damages. It is hereby rmrtuslly agccd tlat the contacror sball not be held respoosiblc or liable for any loss, demagc, liquiclated darnages ot deloy causcd by fue, stike, civ0 or military authonty or any othcr cause beyond its conrol, A late charge of lEyc per antrum on the outstanding balauce may be imposcd upon all past due paymats. Orstorner agrees to Pay all costs ofcollection and a rcasonable attorney's fee if the accsunt becomes delilqueat and is referred for collectio,a If the customcr disposcs of the real estalc by srlc or otherwise, tbe full a,mormt rcrreinins uupaid otr this cootsct bcco,nca due at o::ce and payable within forty-cight (48) hours affer darc of such disposal. The contactor agrEes to carry Workm€n's Compeosation and public liability insurance and to pay all sales ta,xcs, old agc bcnefit and unemplolmeat coopeisatio! taxes upon the rntedal atd labor fi:rnished under tlris cotrtract, as rcqutrd by rhe United Stateo of America and the State in which rhi-s work is performed. Rcspectfu lly submitted, Elam Consuuction. Iuc. ACCEPTANCE OFPROPOSAL ;The pricos, spccifrcations, terms and conditious stated above and on the rtvcrsc sidc hereof are satisfactory atrd are hcrcby acc€ptcd. By thisacccptance, I undcrstand that a binding cooEact hNs bccn created ody u/hetr conlirmcd by Elam ConstuctioD, Ins. Cuctomer rmy bc required to provide setisfactory evidetrcc of edequrte finrnchg before coatirmztion by contrrctor, ACCEPTED this Oumer Signatwe: Print Name: CONFIR\,IATION bv CONTR.ACTOR Contactor hercby mafirrus the proposal. Date by 2of 2 I oo g\,{f ,l ta dn Tofa-l lwBP ae,j 4 a f."f t Baa-e e3o3F f.Uc,,r ,r. \o 't ! Town of Vai Department of Community Development 75 S. Frontage Road Vail, CO 81657 ,-. -.1 -. -.)? tts ) Please make checks payable to the TOWN OF VAIL 001 0000 31411',t0 001 0000 3141110 001 0000 314 1112 001 0000 3141211 Blue Prints/Mvlar Copv Fees 001 0000 314 1111 001 0000 314 1111 001 0000 3141111 Studies. Master Plans. etc. 001 0000 312 3000 001 0000 240 3300 001 0000 31, 1000 001 0000 23 J00 110 0000 31 1115 Assess.-Restaura nt Fee to Co. Resale Commission Taxable @ 4.4o/o (State) - Tax pavable Taxable @ 4% (Town) - Retail Sales Tax 001 0000 2c '100 001 0000 31, .:00 check# i Lce O f/cdev/forms/admin/sales aclion form 2006 Uodate 1206/2005 Torn of Uai I *** CIJSTISIIR RECEIPT +IT 0per: FHflRFE TYPe: FB Drawer: I ni[e: eltil0s Ot RlierPt no: e589 Custorer Loeation l,lare Arount ---'ialz -- -?6't4 LoT lg,BLKg,vAlL IilT AD AR-oEFoslTs ttegle.s' RECEIFT fi i7153 Tender detai l nr cHrcx lz60 ll?Gle.50 rilai linoereo tle$1e'50 Total payrent fl30lE.50 Trans date: S/li/06 Tire: ll:ZJ:01 IHNNK YOU F(]F Y$JR PAYI'IENII INSPECTION REQUEST Town of Vail 479-2149 Permit Nu Aer= S?1? Date of Inspection: Job Name: EUtlAf 2rs, D€J.lca a/a"/oA Dayof Inspection'ffoDTues wed rhur Fri nrf-l - \- \---7 Job Address: 9-8 3 f Sruo.^-r Requested By: bldrt2 Phone: L/ 76- ? BB 7 othercomments: RerruSPEncru, trr'o.,ta I fS A" BUILDING:a Footing/steel a Foundation/Steel o Framing o Roof&Sheer tr tr tr tr x ELECTRIGAL: tr tr tr tr tr Temp power Rough PLUMBING:*Underground *Rough / DWV *Rough / Water *Gas Piping *Pool/Hot Tub * Plywood Nailing_ lnsulation SheetrocUNail "Final MECHANIGAL:*Rough *Exhaust hoods * Heating * * Supply air Gonduit Final * Final J|ooffio1 Corrections / Comments: Denied required Reinspection F:\cdev\FORMS\BldgU NSPECTION REQU EST.doc )r 'r' , f-{l INSPECTION REQUEST Town of Vail 479-2149 Permit numaer= 5H1 Date of Inspection:Dayof fnspection: Mon Tues @nu Fn A\lP Job Name: EoQElf Pgs tDEzlrcl Job Address: Requested By: Other Gomments: Phone:,/ zc - 7807 Pe,^tspe.TTorh-t oF Exrhheil Pult't BUILDING:a Footing/steel a Foundation/Steel a Framing o Roof& Sheer PLUMBING:*Underground *Rough / DWV *Rough / Water *Gas Piping "Pool/Hot Tub *tr tr tr *Final MECHANIGAL: * Heatinq *Rough * *Exhaust hoods o Conduit * Supply air Final * Final o Plyurood Nailing_ lnsulation SheetrocUNail M Final 'T?D ELECTRIGAL: n Temp power a Rough tr tr Denied Reinspection required Flcdev\FORMS\BIdgUNSPECTION REQUEST.doc J). t lt't'i 1 '1-l ;r!' * .-l ., .'', 1. ,,Jrtr- WW CA LER ..1e"*#d- YVED THUR FRI ,iv e-.READY FOR LOCATION: ELECTRICAL: tr TEMP. POWER [,IECHANICAL: tr HEATING O ROUGH tr EXHAUST HOODS tr SUPPLY AIR O CONDUIT o tr FINAL 2{orseeeRovED BEINSPECTION FIEOUIREI tr APPROVED s?7q oor= V'&-1QroB NAME A u grrg+{-PEFMIT NUMEER OF PROJECT INSPECTION: 83 BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH/WATER tr FOUNOATION / STEEL O FRAMING .. ROOF & SHEER " pLyWOOD NAUING tr GAS PIPING O INSULATION tr POOL / H. TUB D FINAL FINAL z.%;:" tr O FINAL CORRECTIONS: O,1 oore f^tJ-96 ,toa READY F€R TNSPECTION: LOCATIoN: o.) INSPEc;[lro$, RELQUES 479-2138 {'-trey:/ 4.-. MON CALLER TUES BUILDING: tr FOOTTNGS / STEEL tr FOUNDATION / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr FRAKqTNG tr ROUGH/WATER - ROOF & SHEEB u pLvvrsooo NAILING tr GAS PIPING tr INSULATION tr SHEETROCK tr POOL/ H. TUB NAIL o D FINAL tr FINAL ELECTTTICAL: tr TEMP. POWER MECHANICAL: E HEATING O ROUGH tr EXHAUST HOODS tr SUPPLY AIR tr CONDUIT tr O FINAL FINA[- APPRC}VED CORREGTIONS: tr DISAPPROVED tr RETNSPECTION ' Department of Community Development 75 South Frontage Road Yail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com February 23, 2006 Ed Everett 2834 Snowberry Drive Vail, CO 81657 Re: Receipt of a cash deposit for driveway improvements in conjunction with receiving a Temporary Certificate of Occupancy at 2834 Snowberry Drive/Lot 18, Block 9' Vail lntermountain Mr. Evereft, I am writing this letter to you in regards to tho receipt of a Cash Deposit covering the cost of conltructing the driveway at 2834 Snowberry Drive to the specifications of the Town Of Vail. I have attached the notarized copy of the agreement which included a $12,012.50 check form your purchaser, Susan Francoise. The Town has cashed this check and put it in an escrow account and when the work is completed the money will be refund to Mrs. Francoise. In the event the work is not completed by the agreed upon date of September 1, 2006, the Town will contact Mrs. Francoise and discuss why the improvements have not been completed. In the event it is expressed that there is no intention to complete the improvements immediately the Town will begin the process of contracting out the work which will be paid with the money lhe Town has put in escrow. Please review these comments and if you have any questions regarding this letter please contact me at 970-479-218. Withregards, ^ A Al l,ilanr^ UNt-lX Warren Campbell I Senior Planner Cc: File {p ^r"r.r"o,^,"* o 1 N.{F d42 NO -E 4 o F o (] F z I o (, ti c E. (, F a: i I F '.2 FU o FF zo o p (.) s o F .F zz 3:) !1rE F tiF zv EO tt 5 AZ ,o FE o az oo F F o F z o F EU a a F F o z F o T ... E> COPY G7 fficDJUN 122000 {A\ ttl" tto"tw OOTTITTVIC MAURIELLO TOWN OFVAIL 75 S. FRONTAGE RD. vArL. co 81657 DEAR IX)MINIC: UPDATE OF REMAINING MEMS ON TIIE "REQUIRED FOR COMPLETION"' LIST: I,NCLOSED IS.A LIST OF INSTALLED TREES AI\D SHRUBS. ALso'THEsToNEFoRTHEFRoNToFTHEIIoUsEHAsBEENPURCHASED. WILL KEEP YOU ADVISED OF FURTHER PROGRESS. CC: GARY GOODELL FIL E L.6r t$f,?lo& Q ' a . ' ,::'rig' jir LANDSCAPE TREES AND SHRUBS (QUANTITY LIST) LOCATION: 28:t4 SNOWBERRYDR. VAIL'CO. ENGLEMAN SPRUCE: !W' 4W'5@L2'6" BLUE SPRUCEI6@, !@, FIR: 2@8' W', Z@', 2@4', l(d.s', t@4'6n la.z' PINE: 2@3' J@l' 1fr6' l@2' !!&' PONDEROSA PINE:3'CLUMP, 5' CLUMP YEW:2@20 GAL COTTONESTER: l(a)2GAL WILDROSE: l@l0GAL SPRUCE: l,A5'6" MOUNTAIN ASH: li@!", IWDIA YELLOWWILLOW: @!%"DrA WILLOW:4@l"DlA LILAC:SrAsGAl, ASPEN CLUMP: @1" DA' @' Dl{ I'O2llX' DlA. ASPEN TREE: 7@ l Vz" DIA 5@ 2' DIA @4" DIA ASPEN TR-EE: 146.rl"DL{ CHERRYTREE: l-2ln"DlA PLUM TREE: !@f" DIA CRAB,FLOWERING: l@l t/," DIA JUI\IPER: 3ad2GAL 7@5GAL SIBERIAN PEA TR"EE: lA,lD" DIA AUSTREE HYBREDWILLOW: 12@ 1'DIA' 3@l%' DIA' l@ 2'DIA SPIREA:3@2GAL POTENTILLA: 3@2GAL, 1@15GAL ED EVERETT 2834 SNOWBERRY DRryE VAIL. COLORADO E1657 476-78E7 5-t-00 DOMINIC F. MATJRIELLO TOWN OF VAIL 75 S. FRONTAGE RD. vArL, co 81657 DEAR DOMMINIC: I AM LESS PLEASED TIIAN ANYONE THAT IVE NOT BEEN ABLE TO COMPLETE THE PROJECT AS PROMISED. AS YOU KNOW THE EASEMENT DISPUTE OF YEARS AGO LED TO THE CONSTRUCTION BEING HALTED WHICH CAUSED LANDSLIDE DAMAGES TO THE PROPERTY. EVEN THOUGH WON THE EASEPIENT DISPUTE AND RI,COVERED 80% OF MY LEGAL FEES, I HAVE BEEN UNABLE TO RECOVER THE $75,OOO REMEDIATION COSTS FROM THE DEFENDANT. THE ABOVE ADDITIONAL COST ADDED TO MY PLANNED FOR MORTGAGE HAS CREATED AN EXTREME IIARDSHIP. BY THE WAY THERE WAS.{ NEW LETTER OF CREDIT ISSUED BY IST BANK. YOU NEVER RECEIVED A COPY. NOW IT HAS EXPIRED. I AM REQUESTTNG A FURTHER EXTENSION UNTIL AUGUST t5''II 2001 SINCE THE UNFINISHED WORK IS NOT VISIBLE FROM THE STREET, ITS LACK DOES NOT ADVERSLV IMPACT THE COMMUNITY. PLEASE GrVE My REQUEST SOME COMPASIONATE REFLECTION AND WORK WITH ME TO RE,SOLVE THIS ISST]8. I NEED YOUR' HELP AND UNDERSTANDINC. CC: GARY GOODELL, BUILDING OFFICIAL TOM MOORHEAD, TOII'I{ ATTORNEY JOE RUSSELL. POLICE DEPARTMENT ED EVERETT Cq|'ii.[ilY C€'oELC,e$E]lT Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 teli 970.479.2L39 fax: 97D.479.2452 web: www.vailgoucom Project Name: FMNCIOSE RESIDENCE Proiect Description: Participants: DRB Number: DR8070023 0Ll26l2OO7 Phone: 376-4124 FINAL APPROVAL FOR AN ADDMON OF GRFA (BASEMENT FINISH, NO DfiERIOR ALTERANONS) owNER FMNCTOSE, SUSAN L, & REGINA01/26I2007 2834 SNOWBERRY DR VAIL co 81657 APPLICANT SAWATCH I.AND CO.INC. P.O. BOX 1298 EDWARDS co 81632 License: 529-8 CONTMCTOR SAWATCH I.AND CO.INC. Project Address: Legal Description: Parcel Number: Comments: Motion By: Second By: Vote: Conditions: 0L12612007 Phone: 3764L24 P.O. BOX 1298 EDWARDS co 81632 License: 629-8 2834 SNOWBERRY DRVAIL Locationi 2834 SNOWBERRY DR. Lot: 18 Block 9 Subdivision: VAIL INTERMOUNTAIN DEV S 2103-143-0104-8 BOARD/STAFF ACTION Action: STAFFAPR Date of Approvalt OL|26PAO7 Cond: 8 (Pl-AN)l 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 (PLAN): 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 ,-. t7- Approval of this project 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: 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 fuils to adopt the pending employee housing regulations by April L5, 2007, this Ordinance shall not apply to such development applications. Planner: Bill Gibson DRB Fee Paid: $3OO.0O ,4?\ taitions-Residential or corterciat ;-- --- * $-l* Application for Desisn neview- ' 1 ,, : ' -. il roin+drfren/ ,,9"ff#;L'J:?"J[11iil3:["J:ll'J1"" il: iAN 25 2007 i!, teli 970.479.2L28 tax: 97O.479.2452 i i . ).-' web: www.vailgov.com Generalrnformation: -- -i-l-!ll/lj ilt- vAiL All projects requiring design review must receive approval prior to submitting a building permit application. itease reiei to the submittal requiiements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received'by the Community Development Department. The poect may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the aPproval. Description of the Requestl tl -l Locationof theproposatz tot:184 atock: I suwivision: fufrrilaut/ait \./ physicatAddress: EoVl SvunJ*rr\ *. , (u; | , L0 ? .\. F. -,r ,qf ---^^r -^ ., J -(Contact Eagle Co. Assessor at 970-328-8640 for parcel no')rdflJtsI Ng,; (2\v- \ \.t - \- \.-.. \w,,!ves L ')- /.,, t fl ]l Zoning: 17l J Name(s)of Owner(s): ffwrLU?1e. .-t'1a1/1. + FqK"a4A- 0l MairinsAddress: 2931 9' 'v 'i I', tlu:/lcDJVqn I/ N Name of Applicant: */IZ;'Urn LntT--<'- MairinsAddressi F /?4{, €/o.*rLrltS (tG-q=zr- o,-= vf Type of Review and Fee: tr Signs $50 Plus $1'00 per square foot of total sign area' : ffTJl,H:"J Tlio* ,".. construction or a new buirdins or demo/rebuird' ! - A naoton g30o :ff:,#tijih;;tT.i#ltdi","r,,ni*:;*f,'#lJ5':"""' "(/1, D Minor Alteration $250 For minor changes to buildings and site improvements' srlcn as' (multi-famity/commercial) re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. tr Minor Alteration $20 For minor changes to buildings and site improvements' slch as' (single-family/duplex) re-roofing, paiiting, window additions, landscaping, fences and retaining walls, etc. tr changes to Approved plans $20 *h",m: " ptans arready approved by Planning staff or the Desisn tr Separation Request No Fee Owner(s) Signature(s) I { E-mail Address: F3J;ff""€gi,v'.nu.* *o.' Sf??- ,r' a F.1.. rl' .f.4, t €. *? ? je * 'I 'f 1*' , GRli,tl,Anal5sis zlS3,q linowberry Dr. [,rrt :t8h, Blk g, Intermountain U.a4./1 7 IlrisU:rr sF: Iintry,/'YlscSanical - rOrsf lVlain Level - r5r9sf Ullper level - ro5gsf Tr:trrl - zrySst BrsruregtllpisllAddldon:. Tgosf Allsuiilile-GBFAi Apprr:x. i',goosf PrExrsd-SEAsl Addition: gS6gsf TOWNOFVAIL, COLORADO Statement ** *******:1.{.{.****'}**'N.{.'1.'1.**{.i.**t * * * * ******** *** ************* ****:*:}***{.***'t** Statement Number: R070000080 Anount: $300.00 Ol/26/200102:22 PM Palment Method: check Init: ,Js Notation: 0992/SAWATCH I,AIiID CO. DRB070023 Type: DRB - Addition of GRFA 2103-143-0104-8 2834 SNOVIBERRY DR VAII., 2834 SNO$IBERRY DR. Permit No: Parcel No: Site Address : Location: Thia Payment:$300.00 Totsa1 Fees: Total ALL, Pmts I Balance: $300.00 $300.00 $o. oo *****'|*******+****++*+*****************'!*,!*t******!t*****,t*+**t**+**t**f************+**f*+*+* ACCOT]NT ITEM LIST: Account Code Descriptsion Current Pmta DR 0 0100003 1:2200 DESIGTiI REVIEW FEES 300.00 I r.\ /-? -->1l !*--\ /-\ | \,./ ,-J -,) o l' .rrtl o o TOVV iXtr C l- I .-f"a'1 -_J --4+. qAi|6rE ,,.t I a1 t\ llr4)' d D€C( \t -t o I g -l nr -^_ r-ili | "-.fit,. - ' October 10, 2005 Ms. Sue Franciose 2010 Vermont Road Vail, CO 8'1657 Re: 2834 Snowberry Drive/Lot 18A, Block 9, Vail Intermountain Development potential Dear Sue, Thank you for meeting with me last week to discuss the development potential available to the referenced lot in the Intermountain Subdivision. As we discussed, the lot is located within a Two-Family Primary/Secondary zone district, which allows one unit (defined as a dwelling with full kitchen facilities), two units, or two units and a Type I Employee Housing Unit (EHU). lf more than one unit is constructed upon the lot, the second (secondary) unit may contain no more than forty percent (40%) of the allowable GRFA, thus maintaining its "secondary" status. I have outlined the remainder of the development statistics below. Legal Description: Lot 18A, Block 9/Vail Intermountain Subdivision Physical Address: 2934 Snowberry Drive Zoning: Two-Family Primary/Secondary Lot Size: 25.987 square feev.5966 acres Hazards: None Landscape Area: 60% (15,592 sq. ft.) Please feel free to call me if you still have any unanswered questions and I will be more than happy to help vou resolve those issues. Elisabeth Eckel 970.479.2454 BestRegards ^o1D ,e"6 Standard Setbacks: Front: Sides: Rear: Height: GRFA: Site Coverage: Density: Allowed/Required 20 ft. 15 ft. 15 ft. 33' (sloping), 30' (flat) /,\ nY'rA- 7,928 sq. ft. allowed (with no more than 40% allotted to the secondary unit, applicable) 5,197 sq. ft. (20yo of total lot size provided that slopes are no greater than 30%) 1 unit, 2 units, or 2 units with a deed restricteU fypefempfoyee Housing Unit u w?/42{o4re --/41*fre t LETTER OF CREOIT FORMAT Legal Descri ption: Lotj€Block--g Subdivision JNTR. MT filing -Address 2832 SNOWBERRY DR. Dale of ExDiralion: \l&,_ DEVELopER TMpRovEMENT AGREEMENT 5J1l' l9jG p" THIS AGREEMENT, made and entered into this 1 6 day of sssnuany . 199-ti by andamon@(hereinafterca||edthe''Deve|oper',),andtheToWN OF VAIL (hereinafter called the "Town") and 1 sr BANK (hereinafter called the "Bank"). WHEREAS, the Developer, as a condition of approval of the plans, dated 10-2- , 1992 wishes to enter into a Developer lmprovement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgment of the Town to make reasonable provisions for completion of cerlain improvements set lorth below: and WHEREAS, the Developer wishes to provide collateral to guarantee performance ol this Agreement, including constructlon of lhe above-referenced lmprovements by means of the following: Developer agrees to establish a letter of credit with a Bank in Eagle County in a dollar amount of $_g-O:e:S(125o/" ol the total cost of the work shown below) to provide security for the following: IMPROVEMENT PAVE DRIVEWAY 3II ASPHALT ' COMPLETE LANDSCAPING, TREES-NATTVE GRASSES. COMPI-,ETE EXTERNAL MASONARY WORK ADD WOOD PANELS TO GARAGE DOOR 4,085 . '1 ,056 1 ,735.00 385.00 1L6 l ,o--q 9 ,076.25 (,ytt.. t*f/i).=5.TOTAL 29. 3or-1 l, NOW, THEREFORE, in consideration ol the following mutualcovenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expenses, to furnish all equipment and material necessary to perform and complete all improvemdnls, on or before SEPIEI{DEn-I5' 1 996 The Developer shall complete, in a good workmanlike manner, all improvements as listed above, in accordance with all plans and specifications tiled in the office of the Community Development Department, the Town of Vail, and to do allwork incidental thereto according to and in compliance with the following: a. Such other designs, drawings, maps, specifications, sketches, and other matter submitted by the Developer to be approved by any ol the above-referenced governmental entities. All said work shall be done under the inspection of, and to the satisfaction of, the Town Engineer, the Town Building Official, or other ' ofticial from the Town of Vail. as affecled by snecial rlistriels nr 59n1i4.4 districts, as lheir respective interest may appear, and shall not be deemed complete until approved and accepted as completed by the Town ol Vail Community Development Department and Public Works Department. 2. To secure and guarantee performance of its obligations as set forth herein, the Developer agrees to provide security and collateral as follows: Page 1 of 3 lrrevocable letter ol credit #in the amount ol $-9-02€=25- witti is*--*" .Nn- (name of bank in Eagle County) as the security for the im-provGmehts set forth above if there is a delault under the Agreement by Developer. 3. The Developer may at any time substitute the collateral originally set forth above tor anolher form of collateral acceptable to the Town to guarantee the faithful completion of lhose improvements referred to herein and the performance of the terms of this Agreement. Such acceptance by the Town of alternatlve collateral shall be at the Town's sole discretion. 4. The Town shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of lhe same, nor shall he Town, nor any olficor or smployee thereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to whlch the Town or any ol its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabililies (or actions in respect thereof) that arise oul of or are based upon any performance by the.Developer hereunder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other liability which the Developer may have' f 5. lt is mutually agreed that the Developer may apply to the Town and the Town shall authorize for partial release of the collateral deposited with the Town for each category of improvement at such time as such improvements are construcled in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition wili the amount of the collateral that is being held be reduced below the amount necessary to complete such improvements. 6. lf the Town determines, at its sole discretion, that any of the improvements contemplated hereunder are not constructed in compliance with the plans and specilications set forth in this Agreement on or before the date set forth in Paragraph 2, the Town may, but shall not be required to, redeem the letter of credit as necessary to complete the unfinished improvements. The Bank shall release such funds upon written requgst from the Town stating that the improvements have not been completed as required by this agreement. The Bank shall not require the concurrence of the developer prior to release of the funds to the Town nor shall the Bank be required to verify independently that such improvements have not been completed as required by this agreement, but shall release such lunds solely upon the Town's written request. lf the costs of completing lhe work exceed the amount of the deposit, the excess, together with interest at twelve percent per annum, shall be a lien against the property and may be collected by civil suit or may be certified to lhe treasurei of Eagle County to be collecled in the same manner as delinquent ad valorem taxes levied against such property. lf the permit holder fails or refuses to complete the cleanup and landscaping, as defined in this chapter, such fallure or tefusal shall be considered a violation of the Zonlng code. 7. The Developer wanants all work and material for a period of one year atter acceptance of all work referred to in this Agreement by the Town if such work is located on Town of Vail property or within Town of Vail right-of-way pursuant to Section 17.16.250. 8. The parties hereto mutuallv agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. Dated the day and year first above written. Page 2 of 3 i STATE OF COLORADO ) ) ss' COUNTY OF EAGLE ) DEVEL.PER DouBLE n lLoprqnnr The foregoing.Deveft F;\<seA++.,,naor'o'9S11'JlSn3','HlXXt#1*o ferore me thiszls dav of STATE OF COLOBADO COUNTY OF EAGLE ,nnlu STATE OF COLORADO COUNW OF EAGLE My commission expires: lhd.bd 12&91 ss. Witness my hand and oflicial seal. Agroementwas acknowtedged bofore me rnrr-At.v , WIW--- Witness my hand and official seal. PLANNER, COMMUNITY DEVELOPMENT vArL, ROAD VAIL, CO. Page 3 ol 3 coNsTRUCflON, tNe o 0057 Edwards Access Boad P.O. Box 1 176 Edwards, Colorado 81632 (303) 926-5411 . FAX (3o3) 926-s465 Job Name I Address: F',,et. et t DFiveway Favirrg lS34 Srrawbet'r'Y Dt'i ve tdest Va i I Dale ol Plans: Proposal Page 10f Date: 11 / 17 /9= Spnsrs ot PROPOSAL SUBMITTED Mr'. Ed Everet t EB'jA Srrr-,w trer'r y Dr:.ve Vail. Ec' 61657 p6e66384?-4117 We hereby proposa: 1. ) F-'r'epat'e r,:,ad base far' pev i rrg -t-Dad base t ':,be left .:t + af -' i! bY e:tcavat ing c,:nt raci',:-,t'" r1po1y a s,:i I E,ter.i larrt t,:' trr-etrat-ed t c,adbage t:, irrhibit weed qrc'r,lth. Fr-rr.rrisl-! c-(r':d Dlace 3",:f !'re!,, as-iohc].I'L savirtq tlf, c':,vet' annr"*xilrtately i.5€,f, 5F. hlc,te: -l-h j.= bid is f ':';' the iBl'irtg ':'f i99E'" All ol ths above wo* lo b6 compleled in a substantial and workmanlike manner lor lhe sum ot *.* ri4, Qr85. rZrrZr ** Fr'r-rr. Thc'r-ts.rnci frnd Eighty Five D,:11al'5 avid rr.=/ l tZtZt IMpOHTANT: The tems and conditions staled on lhe reverse sids hereot at€ expressly made a patt ot tbis contract. This ptoposal shall not becom€ a binding contract unless and until the Accgptanc€ ol Proposaland Contirmationby Conttactoron the revBtse side have been executed. This Proposall muslbe accePted as provided and delivered to Elam Construction' Inc.' 'To acceptthla proposal, please slgn back of whlte copy and rcturn to Elam Constructlon, lnc. Elam Constructlon, lnc' shall not bo bound hereln to execute a contract unlesstho owner provldes satlsfactory evldonce ol ad' equate flnanclng. Fo.ft 164-9?03 -J'a^ days ttom above date, or shall exPire, ::' 1 Respecttully submitted ELAM CONSTRUCTION, INC. w A-.^- /? ts*a^--t -:jri " t -'i " Eiit-u,:q..rrcirrei'--llgi: i l , i .'-r 1''i ,*, i. ' 1), 2l 2/19/1996 DEVELOPER IMPROVEMENT AGREEMENT ADDENDUM REF: 2834 SNOWBERRY DRrVE vArL, co. 81657 DRIVEWAY IS PREPPED AND GRADED AT 8T GRADE WITH 3,/4" ROAD BASE, COMPACTED TQ+/- 1 TENTH At!ffir€f. LANDSCAPTNG: NATTVE GRASSES AND WTLDFLOWERS .I OOE COIIIPLETE' PINETREES 6'-8' FOUR PROPOSED SIX 15I PLANTED. ASPENS 2.,-3" 13 PROPOSED THREE PLANTED BALANCE TEN 0 49.s0 EA. = $495.00 JUNTPERS' 3 TO 5 GAL. FIVE PROPOSED 0 $25.00 EA. ='$ 12s.00 MISC. ADDITIONAL LANDSCAPING = $436.00 TOTAL BUDGET = $ 1,056.00 EXTERTOR MASONRY: 6" TO 12'r APPOX. TO COVER 11700 SQ. FT. MATERIAL = $700.00 GRANITE STONES 6-12 " LABOR 1035.00 4) GARAGE DOOR PANELS TO BE 1 X- ROUGH SAWN CEDAR. ALTERNATIVE: SIMPSON DOOR WTLL EXCHANGE UNIT FOR WOOD DOOR, APPOX. $ 350.00 UP-CHARGE.. r DOUBLE E' DEVELOPMENT 3) FfLE$pr 75 South Frontage Road Vail, Colorado 81657 970-479-213q479-2139 FAX 970-479-2452 Department of Community Development March 13, 1996 Ed Everett 2834 Snowbcrry Drivc Vail, Colorado 81657 RE: Changcs to approved plans for Lot I A 8/B lock 9, Vail Intcrmountain Dcar Ed: Your proposcd changcs to approved plans havc bcen staff approved by the Community Dcvelopmcnt Department and the lLC, for the above refercncod property, has atso been approved. You may now submit a request for a TCO. Thank you for your patiencc in this proccss. If you have any qucstions call me at479-2148. Jlrccrery, ,f\/n,, t1 P'X{"tr^lJL Dominic F. Mauricllo. AICP Town Planner DFlWir {p ^""'""uo 'u"o t O a I Project Application o^," z\y lq u Project Project Contact Name: Description: Person and Phone Owner. Address and Phone Arch itect. Address and Phone: Lesal Description,tot l'y'A .arocr 9 ,r,r'ng ,L, li,k{"o'"tfa'n 'r.^" PfS Com ments: Motion by: Seconded by: Design Review Board o^," tlyfqt D ISAPPROVA L - l -,t[,,fi, te tn.^. \11/?/ ) Summary: on" ii, 14 L {*,Approval 3-3-96 DOUBLE E' DEVELOPMENT 2834 SNOWBERRY DRTVE vArL, coLoRADO 81657 TOWN OF VAIL 75 SOUTH F'RONTAGE ROAD vArL,coLoRADO 61 657 ATT: DOMINTC F'. MAURIELLO TOWN PLANNER RE: REQUEST FOR T.C.O. AT 2834 SNOWBERRY DR. VArL, CO. DEAR MR. MAURTELLO, ENCLOSED ARE THE FOLLOWING DOCUMENTS PER YOUR' REQUEST DATED JANUARY 8, 19962 1. LETTER OF CREDIT FOR COMPLETION OF EXTERIOR IMPROVEMENTS. 2. REVISED FLOOR PLAN AND EXTERIOR ELEVATIONS SHOWING CHANGED WINDOWS AND DOOR LOCATTONS. 3. I.L.C. IMPROVEMENT SURVEY SHOWTNG NORTH ROOF RIDGE ELEVATION. REGARDING ESTABLTSHMENT OF ENTRY ELEVATTON/IVONIN ELEVATION /\ PROPOSED AT 8509 ' PER ORIGTNAL PLANS SUBMITTED TO TOWN OF VAIL. r^N DATED 1o-'t-g2 SHEET A1 .1 , THE FoLLowrNG cALcuLATroNs sHouLD \N'- sHow rHAT THE coRREcr ELEVATToN HAS BEEN MET AS PRoPoSED: t ,, 1, A. pRoposED NoRTH RrDGE ELEVATToN PER TowN oF vArL ?\y AppRovED pLANs DATED 10-1-92 A1 .1 EL 8542 - i B. ACTUAL NORTH RrDGE ELEVATTON PER r.L.C BY ., INTERMOUNTAIN ENGINEERING DATED 2-27-95 8541 .57 - ) (A-B) 43'-'7. C. ALLOWABLE RIDGE HETGHT PER PLANS AND TOWN OF VAIL CODE IS 33i (33' - .43 = 32.57 1 D. ACTUAL BUILDING HEIGHT IS NOW EQUAL TO: 32.57' E. BASE ELEVATION GARAGE LEVEL IS ESTABLTSHED AT: 8509 PER PROPOSED ON A1 .1 F. DRIVEWAY ENTRANCE (EDGE OF PAVEMENT/SNOWBERRY DR.) ELEVATTON 8498 (E-F) = 11 ' G. 11' RISE OVER 138I RUN = 7.9* GRADE HAS BEEN CHECKED UNOFFTCTALLY BY TOV AND FOUND TO BE7.83I t HOPEFULLY THE TNFORMATTON PROVTDED I4'ILL HEIGHT REQUTREMENT HAS BEEN MET. STNCERELY, SATTSFY THAT THE FILE COPY 75 South Frontage Road Vail. Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Department of Contmunity Development Januaqr 8, 1996 Mr. Ed Everett 2834 Snowberry Drive Vail, CO 81657 Re:Plans for residence il 2834 Snowberry Drive (Lot I 8A, Block 9, Intermountain Sub.) Dear Mr. Everett: I have rcviewed the revised plans you submittcd for thc above referenced project. I have found numerous inconsistencies betwccn the floor plans and thc elevation drawings. In order for the Community Development Dcpartment to fully undcrstand the changcs you arc making, we must review accurate plans. The information provided on the plans muSt be accurate for us to detcrminc wircther or not the plans can be sratf approved or rcquirc Design Review Board approval. Also, in order for you to obtain a Tcmporary Ccrtificate of Occupancy (TCO) you must submit an Improvemcnt Location Certificate (lLC) containing a ridge elevation on the north roof ridge and a corresponding spot elevation on the finished grade below the ridgc. A contractors bid for all outstanding improvcments must be provided and a lcttcr of crcdit or escrow account must be established for l25o/o of thc amount shown in the bid. A Dcvclopmcnt Improvement Agreement must be executcd describing what improvements must be complcted. All exterior siding, stonework on building. and weathcrproofirng must be complcted prior to obtaining a TCO. The following is a list of commcnts from the review of your plans. The inconsistcncies were so numerous that some inconsistencics mav not be listcd, The garage door is not shown on the new plans. A site visit revealed a vinyl coatcd metal door which is unacceptable. The approved plans show wood panels. The new entry on the main floor (west elevation) is not shown on the floor plans. The west elevation shows a window to bedroom 3, but is missing on floor plans. On thc main floor. a window is shown on thc north side of the wall. however. is missing from the floor plans- l. 2. 4. {2 o'""'' '" '*'* YlUv i. 5. The north wall of bedroom 2 shows two separate windows, however, the north elevation shows one with three panes' 6. The south elevation ofthe upper floor shows one large arching window, however, the floor plans show three window panes' 7 . On the upper flooq the east wall in master bedroom shows a window not shown on the elevation. 8. On the main floor, the south living room wall contains two side-by-side windows on the floor plan, however, the elevation shows a single window' please make these changes and any other inconsistencies. Staff will make a site visit upon submission of the revised plans in order to compare the plans to existing conditions on site. please also provide a lettei detailing all changes made to the plan and also addressing the comments above. Thank you and I look forwarding to meeting and working with you on this project. Sincerely,,I I l('tl I .no l,b/.+ .lly\a-*J(xs Dominic F. Mauriello. AICP Town Planner 2 t (bign Review Action ll|m TOWN OF VAIL Category Number Project Name: Building Name: Project Description: .r t/-(f+9,nq(t lulq /qq s ?<. d+,u / rzt-td/t) Date - 4c/(+e owner,Address ^nornon", F)uptVl Evercff '176* 7f97 -,)"/'3'/ j^or;la?rrY D,". Va iL, Cc' .96 97 ArchitecvOontact, Address and Phone: ( -/'{.^Q- a' S' 4 L\o L' €- LegalDescriptionttot 174 Block ? "uro'ur"ron\/d,L Ynl*r*oon{qr) zone District PA Project Street Address:S. Comments: * crn {/e eft,'e taff Action Vote:=-o Motion by: Seconded by:svv D Appr-oval -"';;- - E-d-isapproval D Staff Approval Conditions: I r-l4ltQ {of Ql'q Co1-lv'<c{c'( ,ll'^e.o- DRB Fee Pte-patd+l L/ t Pawrax -5020 Road Glenwood Fax 970 945-8454 ; Phone 970 945-7988 HrrwontH-GEorrcHxlcSL, INC. May 1, 1995 Ed Everett 2834 Snowberry Drive Vail, Colorado 81657 Subject:Review of Geotechnical Conditions for Location of Secondary Unit. 2834 Snowberry Drive, Vail, Colorado. Dear Mr. Everett: As requested, we met with you at the subject site on Apil27, 1995 to observe the location of the proposed secondary unit on the properry. We previously conducted a subsoil study for remedial repair of the landslide behind the primary residence and presented the finciings in a report dateci October i5, 1993, Job No. 193 182. The landslide has since been repaired as documented by us in reports to the Town of Vail between November and December, 1993, Job No. 193 182-1. Proposed Construction: The secondary unit is proposed west of the primary residence. The drainage swale from upslope crosses the properry within about 15 feet of the west side of the primary residence. It is proposed to locate the secondary unit just beyond the drainage swale in the western part of the property. Geotechnical Conditions: Two exploratory borings were drilled and one pit was dug for design of the landslide remediation. The limits of the landslide movement were identified in our previous report and extend to about 35 feet west of the existing residence. At the time of our current site visit about 2 feet of snow covered tht! property and there was no runoff in the drainage. Conclusions and Recommendations: Construction of the secondary unit to the west of the primary residence appears feasible based on geotecbnical conditions. The secondary unit should not be located in the existing drainage swale. A civil engineer should review the constructed drainage conditions and design the drainage plan for the secondary unit. A site specific subsoil study should be conducted for the foundation design of the secondary unit. Exploratory borings should be drilled to evaluate the suirsuiface profiie, grounriwater levei and for stabiiiiy of the buiiding excavation. If you have any questions or if we can be of funher assistance, please let us know. Sincerelv. 154 Springs, CO 8-1601 Job No. 193 182 <l- _/ /\t..--^- z'- ' Steven L. Pawlak, P.E. i. SLP/n tevl$.d S/77 /91 DESIGN REVIEW BOARD APPIJICATION - TOWN OF DATE RECEIVED: DATE OF DRB MEETING:********** TNCOMPLETE APPTJICATIONS MAY NOT BE S1EEDUIJED FOR REVIEW. A. I.PROJECT INFORI4ATION: B. TYPE OF REVTEW: New ConsLruct,ion (9200.00) _ _Minor A1 teration (920.00)Addition ($50.00)X Conceptual Review ($0) VAIL, COIJORADO Rrc'0 APR / 1995 ADDRESS, ZA=.4 Suo.rBeZBf Drrp€, /$iu,Ca. LEGAL DESCRIPTION: LoE IrN BlocK 7 subdivi s io n ilvTeteHo u 4F t rL-- rf properLy is described by a meets and bounds 1egal description, please provide on a separat.e sheet, and aLtach to Ehis apptication. F ZONING: NAME OF Mailing NAME OF Mailing G. Aae Eve REPRESENTATIVE , E Y2gIf I. ,f. NAME OF OWNER(S): OWNER(S) SIGNATURE: Mailing Address Mutr, Phone APPIJICATIONS WTLL NOT BE PROCESSED WITEOUT OWNER'S SIGNATTTRE Condominium Approval if applicable. DRB FEE: DRB fees, as shown above, are to be paid at Ehe time of submittal of the DRB applicat.ion. r_,ater, when applying for a buiLdi-ng permit., please ident.ify t.he accurat.e valuation of Lhe proposal . The Town of Vail will adjust the fee accordinq Lo Lhe LabLe below, Lo ensure the correct fee is paid. FEE PAID: $ CHECK #: DATE: BY: FEE SCHEDULE: VAI,UATION $ 0 $ 10,000 $ 10, 001 - $ so, 000 $ 50,001 - $ 150,000 $1s0, 00r_ - $ s00, 000 $s00, 001 $r_, 000, 000 $ Over $1,000,000 FEE a ?n n6 -$ s0.00 $100.00 $200.00 $400.00 $s00.00 DESIGN REVTEW BOARD APPROVAL EXPIRES ONE YEAR AFTER FINAIJ APPROVAIJ UNI'ESS A BUII,DTNG PERMIT TS ISSUED AIiID CONSTRUCTION IS STARTED. DESCRIPTION: APPLICANT: Address:aa, APPLICANT' Address: rr A pre-application meet.inq with a memlcer of the planning staff is encouraged to determine if any addit.ional applicaLion information is needed. It is the applicant,,s responsibility to make an appointment with the staff to determine if bhere are additional submittal requirements.Please not.e that a COMPIJETE application will streamline Lhe revj-ew process for your project. III. IMPORTANT NOTICE REGARDING ALI, SUBMISSIONS TO THE DRB: A. In addit,ion to meeting submittal requirements, t.he applicanL. must sLake and tape the project site to indicaLe properLy lines, building lines and building corners. A11 Lrees to be removed must be taped. All sit.e tapings and st.aking must be complet.ed prior Lo the DRB site visit. The applicant must ensure LhaL staking done during the winter is not buried by snow. B. The review process for NEW BUILDINGS normally requires two separate meetings of Lhe Design Review Board: a conceptual review and a final review. C. Applicants who fail to appear before the Design Review Board on their scheduled meebing date and who hawe not asked i-n advance that discussion on t.heir item be postponed, will have their items removed from the DRB agenda until such t.ime as the item has been republished. D. The following iLems may, at the discretion of the zoning adminisLrabor, be approved by b.he CornrnuniE.y DevelopmenL Department staff (i.e. a formal hearing before the DRB may not. be requi.red) : a. windows, skyliqhts and similar exterior changes which do not alter the existing plane of t.he building; and b. Building additions not. visible from any ot.her loL or public space. AL the time such a proposal is submit.t.ed, applicants must include letters from adjacenL property owners and/or from Lhe agent for or manager of any adjacent condominium association stating the associat.ion approves of L.he addition. E. If a property is located in a mapped hazard area (i.e. snow avalanche, rockfal], flood plain, debris flow, wet.land, eLc.), a hazard st,udy must be submitted and the owner must. sign an affidavit recognizing the hazard reporL prior to t.he issuance of a building permit. Applicants are encouraged to check with a Town Planner prior to DRB application Lo determine the relaL.ionship of Lhe propert.y to all mapped hazards. F. For al1 residential const.rucLion: a. Clearly indicat.e on the floor plans the inside face of the exLerior structural wal-ls of the building; and b. IndicaL.e with a dashed line on the siLe plan a four foot distance from the exLerior face of tl.e building walls or supporting columns. If DRB approves bhe application with conditions or modificacions, all conditions of approval must be addressed prior Eo the applicat.ion for a buildinq permi L . I t.rlt.d,7lla/91 DESIGN REVIEW ffi:gru a BOARD APPIJTCATION - TOI{N O DATE RECETVED: DATE OF DRB MEETTNG: ***t****!t* MA tt*!t**:l**!r tE8 ? 7 1ss5 I. A. PRO,JECT INFORI'TATION : DESCRIPTION:41 B.TYPE OF REVIEW: New consE.rucLion (g200. ool -} r'linor Arterarion ($20. o0)Addir.ion ($S0.00) concepr.ual Review (g0) ADDRESS: ' D.LEGAL DESCRIPTTON: Lot Subdivision If property is described by description, please provide to this application. a meets and bounds on a separate sheet lega1 and att.ach Block q F ?r'I\TY',r\l/.i . F. NAME OF Mai ling APPLICANT: Address: Phone NAME OF OWNER(S): APPLICANT' S REPRESENTATTVE: Address: NA}4E OF Mai l ing Phone .I . APPLICATIONS WTLL NOT BE PROCESSED WITHOW OIIINER'S SIGNATURE L Condominium Approval if applicable- (-) (^, .- r OWNER (S) SIGNATT]IRE: is paid. _t1 , ,?D* "r"* o,bcfD5 ;orr,?" '' h!4r",ttl h{Jt( FEE SCHEDULE: VAIJUATION ,i n ,h r.r /\nr.\v v P -r\.r, vu\-/$ 10, 001 $ s0, 000 $ s0, 001 - $ 1s0, 000 $1s0,001 $ s00,000 $500, 00L - $1,000, 000 $ Over $1,000,000 DESTGN REVIEIT BOARD APPROVAL EXPIRES APPROVAL IJNLESS A BUTLDING PER}IIT IS IS STARTED. Mailing Address t Ai,b-.,g phone DRB FEE: DRB fees, as shown above,\ are to be paid aE the Lime of submiLeat of Lhe DRB applipation. l,it.er, when applying for a buildinq permiL, plbase identify t.he accurase valuation of Lhe proposar. The Town of vail wilt adjust. the fee according eo the Lable below, to ensure the correct fee FEE i io:oo $100.00 $200.00 $400.00 $s00.00 ONE YEAR AFTER FINAL ISSUED AI{D CONSTRUCTION TT IIT. A pre-applicaL.ion meet.ing with a member of the planningr staff is encouraged to determine if any additional applicarion informaEion is needed. rL is Lhe applicant,s responsibility to make an appointment witlr the slaff co determine if chere are additional submiEEal reguirements.Please note that a COMPLETE application will sLreamline the review process for your project.. In:addition to meeting .submitLal reguiremenLs, Lhe applicant must. sLake and Lape Lhe project, site to indicate property Iines, building lines and building corners. All trees to be removed must be Laped. All sit.e tapings and sEaking must be completed plior t,o the DRB siLe visiL. The applicanc musL ensure that sLakingr done during Che wj.nLer is noL buried by snow. Tbe review process for NEW BUILDINGS normally reguires Ewo separaEe meeLings of Lhe Design Review Board:.a conceptual review and a final review. Applicants who fail to appear before Ehe Design Review Board on their scheduled meeting dat,e and who have noE asked in advance that discussion on Lheir item be postponed, will have thei:r items removed from the DRB agenda until such time as t.he item has been republished. ?he followinq iLems rnay, at. the discreLion of the zoning adminisLraLor. be approved by the Community DevelopmenL DeparLmeit sLaff (i.e. a formal hearincr before Lhe DRB may noE be required): a. Windows, skyliqhts and similar exterioJ changres which do not alter che exisLing plane of Lhe building; and b. Building addirj.ons not visible from any other 1ot or public space. AL the time such a proposal is ' subrniLted, applicancs musE include lecteis from adjacent property owners and,/or from the agent for or manager of any adjacent condominium association stating che association approves of che addition. ff a property is locaLed in a mapped hazard area (i.e.snow avalanche, rockfall, flood plain, debris fLow,wetland, ecc.), a hazard sLudy must be submiEt,ed and the o\^rner musL sign an af f idavit recognizing Lhe bazard report. prior Lo Lhe issuance of a buiiding permit..Applicancs are encouraged to check wiE.h a T-own planner prior t.o DRB appJ.ication to determine Lhe relationship of Lhe property to all mapped hazards. For all residential construcLion: a. CIearIy indicate on the floor plans the inside face of the ext.erior sLructural wa11s of Lhe building; and b. IndLcate with a dashed line on the site plan a four foot. distance from the ext,erior facL of Ehe building walls or supporLing colunns. ff DRB approves the application with conditions or modifications, alI condiEions of approval must be addressed prior Lo Lhe application- for a building permi t. A. B. n E. Ganule ba r' l+ds+ la-.v<- t'uood pane k a8 o n apPwel p G*,4^. 0a+ ,^elol f Ei wl"l"|',tnuh | /7 t*ltt o /L,z'J- (Z o*L uuor {^ Sr');" *"{ ,"4 p U4e - v\/t'tr*be p n r,l' d 1^r Tzo - t*4o*O /aC- L-An [no--.*.--e - e,li"d rehiz,4 uu- //. . .lr gert^ - u J[eL I) fu,l^ d.>{e a }[o|4o w,;L"a \o+kc'- \ f^*d(/ra/cL Livil q./&- - Nv4 Gu4zt b 6?,*, -Ivnrlf,^. ele(ATtW- t. 2- 9. fuqY' !0w -,ftdlalreh-,b ,*ll '---J Joe rd/r; Ae/- do,rt *l- Vn"":',-, leteL (|'ob (-^^p *,J,rs)> N i*.Ja,^4 'uLA1P .flaraq<- 4'".^ l-" tne TnYb-" ",.i uprreffi"r' 1-Jtt-' --'- 4, ftvet^'o ^J. h A-,^) "JJd v"l^*r" 5. MF+ kavo.tel *i3 7 €, rgla 1, .,L+r[-r d.ecl- rc/u\\/,cL 11- n- UlorV p'otJ fJLv.r tJi^lN abwe 9 U& a fil--t*Vl .^.,d,-, r,. lo*-/ ar,&,*t t"# Jc-o\ .J l a V-'te-elfe . :kexi<-laci<o n loor I {-o"^^ fwtiy'1-, Ng,'-l q1+r! na*iL.-.o,-+Jn- dn FP o ne---.,/ ,O /-zzmf- ,l lvkJv4 b tz4,V5 WoS? elc"z,ho" SVuws a, (/ef/ trc:rr^9 on e fl"rr lkru. p,nLu-t $2.*^,rn- tVfAL- ,F tt/ogl ?\ey<f,,.y {" f.P{-f d,oor )^^f !iv^.o^.r.n orr FJ -t { A.'"5- o Pf{ QGor - Movtz-. ^p*lL"{ 6oay,n2 ' } J.e(,-ra|e y+t )Lov'x ,, Vor 1^\ roler, /_ \/- -J- onew/ 3 f*. " pltrn(Lo( - 6.* "WntE c,^/v,-.4,"5ue 1ffA-.t €lrra^l 3 penzg- dnn<r -0(,'o,- - ttl,rn,J.,,*: Slt rw^ a$ e.aS+e [ /rf ir} i'\as4/ hAQrL'1 rtotghqut t t vle"rahV - N\4,^- 3'/i^ & €,Ze \ti\ fze,z FG"r /ha Ja-'). 1W,Irl",,us €ide--by-;,l< gt it^ Si4-r/J 9,^t(e t",bd.r--r. o a TOWN OF VAIL REcErPrro 4/" {ss r __-_ ,^r, 8,,QV /{ CIIf,CXS MADE PAYAALE TO TOWN OF VAIL ACC{)T]NTNO.IAEM NO. TAX C(XT&L TOTAL 0 0000 41540 ZONING AND ADDRESS MAPS $5.00 iL!oooo 424 5 UNIFORM tsUILDIN(] CODL s54.00 0 0000 424 5 UNIFORM PLTA4BING CODE tit9.00 0 0000 424 5 UNIFORM MHCI INNICAL CODI:$t7.00 i0 oo00 4t4 5 UNll'OKM FlRl: C ODl-$J6.00 0 0000 424 5 NATIONAL ELECTRICAL CODIT $37.00 0 0000 424 5 OTIIER CODE t]ooKS 0 0000 41548 IJLUL PKIN I S (MY LAKS)ti7.00 ts 0000 424 2 XIJROX COPIES $0.25 * 0 0000 424 STUDIES 0 0000 424 1 TOVFEIIS COMPUTI:R PROCRAM $5.00 0 0000 4237 r Pl:NAL I-Y I"LLS r Rl:-INSI'1.('l IONS 0 0000 41332 PLAN RLVIliw Rl:-ClllrcK FLI; IS.1(l PER llR.l n 0000 42332 OFF IIOURS INSPECTION FI]ES 0 0000 414 1 CONTRACTORS LICI:NSl:S Fl-.1-.S 0 0000 4l4tl SIGN APPLICNTION FI:I-xi20.00 0 0000 4t4l_i ADDI IIONn L Sl(iNA(il- Fl:l: lSl.00 PHR SQ.FT.l 0 0000 42440 VTC ART PR()Jl:CT DONATION t_0 I 00Wr4lli I Jts.pnn nlts I I N_EIYlll!_qe4 sqlll .)o-.Z 0 0000.if:yl INVI-.STICATION F I:I: ( tsUILDIN(; } l 0000 45 I 0 TOV PARKING FUND 0 oooo 22027 l()V NtiWSPAPITR DISPITNSIIR FUND * 0l 0000 2l l2 I AXABLE ra 47o (5 l A l E)* 0l 0000 41010 TAXABLE aa 4% (TO\l'N) o 0000 4217 |IJUILIJINU lN \'l:5 | IUA I l0N OTIIER I PECAPPLICATIONFEES 0 0000 4l ll0 n DDI I tuNn L (iKFn 't50 sz00.0u 0 0000 4 r330 CONDI f I0NAL USI: Pl:RI\'llT li200.00 0 0000 4l 3 30 ljXTh,RlOR ALTI:RATI()N f LI:SS TIIAN l0O SQ.FT.l s200.00 0 0000 41330 IJXTLRIOR ALTLRN TION IMORI, TIIAN IOO SQ.FT.I s500.00 0 0000 4i310 SPECIAL DEVELOPMF-NTDISTRICT INEW]$ 1,500.00 0 0000 4 1330 SPI:CIAL DEVI-.LOPMI:NT DISTRICT fN'IAJOR AMITND $ t.000.00 0 0000 41330 SI'l:Cln L DLVI'-LOPMI:NI DISfRIC-I- [MINOR n MUND li200.00 0 0000 41330 SUBDIVISION 0 0000 4l 3 30 VARINNCE s250.00 0 0000 41330 ZONING CODE AMI:NDMI:NTS s250.00 0 0000 4l 330 RL - ZONINU $200.00 OTHER OTIIER H g: lrurAL: I )MMLNTS: CASE I '- IcKrI rl{.01 | ..-".': l,liscel I ane,:u= Ca:.h r_,,:- r{;- J:, I:,:4,!:: r1 F.*c* i p, l. + ti hi::r:: F-i,:':,:,LrrJ i. '!l r:tl:. + b$[ji ilrtrr,.--T IF-F -EE iitri,:'un t. t.B-,i* f-*!J ' .:,Lt , ,lrJ I tern pai d tirrrsuB t F,Eid rl 1 {rFrjrl4 i ti:l 1 eri:.r11 ::rir. firl i;h.3rrile i-4 i.u j-tr*il '.. : : . .t:f: -f HFt {}.i .rr fit_t 'irr:'Ltf a.j.::ir 1r: t- i:;EHTHH oo e"TOWN OF VAIL 75 South Frontage Road Vail, Colorado 81657 303-479-2 I 38 / 479-2 I 39 FAX 303-479-2452 October 27,1994 Deparunent of C 'loJql zfftrr Mr. Levis Pennock P.O. Box 1166 Vail. CO 8'1658 RE: Proposed installation of parking atZ8r'4 Snowberry Dear Levis: I have completed the initial review of your request as described in the Design Review Board (DBB) application you recently submitted. The following items and issues should be addressed before we can schedule your application for a meeting with the DRB' l. A site improvement survey, stamped by a Colorado licensed surveyor, must be submitted to document all existing improvements on the lot (e.9. the house) and their relationship to property lines, trees and any other natural features of note on the lot. The survey should include trees greater than four inches in diameter in the vicinity ol the proposed parking space/fill area. The survey should also show the location of the existing gabion baskets. Any easements affecting the property must also be shown. 2. A site plan must also be submitted to document existing topography and proposed finish grading. Finished grades cannot exceed 2:1. You may need to retain the proposed fill. The site plan musl also show existing and proposed drainage on site, the elevation and slope of the parking space proposed. All aspects of your proposal must be clearly indicated on the site plan. You may be able to get a surveyor to combine the site improvement information with the site plan information on one sheet. I would encourage this. I need three copies of the site improvement survey and the site plan. Each parking spaces proposed should be I'X 19'in size and paved. Landscaping could be required if existing plant materialsd+need to be removed as a result of your proposal, or if existing landscaping is not sufficient to screen the parking area from @Ft". Gabion baskets were previously placed on the property without proper authorization from the Design Review Board. These baskets are not acceptable as retaining wall, and must be removed. This should be proposed in your site plan. oa oo Levis Pennock Page Two Once we receive the information requested above, we will schedule the application for a meeting before the DRB. I have enclosed a meeting schedule for your convenience. We would need a minimum ol two weeks to route new plans and get comments back prior to any scheduled DRB meeting. lf you have any questions regarding this matter, please call me at 479-2138. Sincerely, 'AJ- t6A Randy Stouder Town Planner l:\randy\l etters\inco mp.ltr r.vl.d,7l7tl9l ' DESIGN oo lj REVIEW BOARD APPIJICATION - TOWN OF DATE RECEIVED: DATE OF DRB MEETTNG: ***tttt*!t* COLORADO **!t!t******I. A. PRO.TECT INFORI{ATTON: q. ' i '.lJ i : i::TYPE OF F.EVi3"i: ryew Construction Addirion ($50.00) ($200.00)or A1 teration Conceptual Review ($20.00) ($0) ADDRESS: LEGAL Subdiv fp OF ng on ty n, APPL A is de plda ebs a sep ffi pq pt s unds 1eqaL sheet and atLach p ca ti E. -q7(? NAME qF Address: APP WILL ,J. I. DRB FEE: D Cond Approval i ass time of subn of the applyinq f bui ldin valuat.ion o propo to the t O''NER'S .9.IGIVA?UAE $100.00 $200.p0 $400.00 $s00. 00 ONE YEAR AFTER FINAL ISSUED AIiID CONSTRUCTTON fee according rs paid. w @ VALUATION 0 $ in.nnn $ 10, 001 - $ s0, 000 $ s0,001 $ 1s0,000 $1s0,001 - $ s00,000 $500,001 - 91,000,000 $ Over 91, 000, 000 DESIGN REVIEW BOARD APPROVAL EXPIRES APPROVAIJ I,NLESS A BUIIJDING PERI,{iT TS rS STARTED. roVide ;"N"\o be paid aE rhe appliparion. Later, when it, please identify Cne accurate The To$rn of Vail will adjusE ah;below, to ensure E}le/corrai, f..\n .. 1 t,-t, ,2-5t / I'lL /tu*aL - ol 6urplTnq e JoJ uoTtecTldde aq? ot aq lsnur lenordde Jo suoT?Tpuoc TTp Jo suorf Tpuoc r{lrrvr uoTlecTTdde ar{l 3r{? Jo aueld Eulistxo eril sa6ueqc rorJalxa JpTrurrs pup 1 oo .l rurad ror:d passaJppe 'suoTlPcTlTpout senordde EIUCI JI .C .suunloc 6ullroddns -ro stTer,r 6u1p11nq aql ]o acpJ JoT-ralxa aql uoJJ acuelsTp lool rnol e ueTd alrs aql uo auTT par{sep e {1Trq eleJrpul .q pue i6urpltnq aqf fo sTTpr,l l_ernlcnxls -rorratxa aql 3o Jjeg apfsuT eq1 supld JooTf aqt uo afeJTpuT nt:eetC .p :uor?cnJlSuoc TprluapTsal tIp JOd ..{ drqsuorlerar aql ::ffi:T"E'3i'H"ll:,?ioil'i$:'S,"Il,l3 JauueTd u^{oJ, p r{1 Trrl {Caqc o1 pa6eJnocua a-re sf upcrr,iav 'lTurrad 6u1p1;nq E Jo acuenssT aqtr ot JoTrd lJodaJ prPzEq aql 6uTzTu6ocar f T^epTf lp ue u6rs ?snru Jeu/vro aql puP pal?Tuqns aq f,snu ^pnis pJpzpq e ,(.cta ,pupTlar,rr 'rvroTf srJqap , uTeTd pooIJ , TTpJ{co-r , , ailcueTe^e drous 'a'T) EaJe pJezeq paddeur e ur patecoT +T ^r:ado:d p ft .s 'uoTfTppe aql Jo.sanorddB uorlercossp eqt 6u11e1s uorlercosse urnruTluopuoc luecefpe d.ue ;o rabeupu ]o :og 1ua6e aq? uoJf Jo/pup sreuno xr:alojA r,r.reCo"tuorJ srallaT apnTcuT ?snu stueaTTdde ,parrT.urqns .* _i'sr Tesodord e qcns, auTl aq? lv taceds crlqnO'-ro ;loT raqlo ^ue uror] afqrsr^ ?ou suoTtrrppe 6uiplrng .q pup rburpTrnq :olle ?ou op qcTrir.l slqbTT^)ts's/vropurM .e o.'[eeq reutror -i'Y3:llT;'i: l::,f::"gHo.::1"3i3i3:11 runuuroC aql ' q paao:dde aq ',ro1elr"f,r1*p, Ouruoi aql fo uoT?arssTp aq? ]e ,^eu swalt 6uirqortol ar{J :c uaaq ieq uralT- er{1 se aurTl .r.rcns ;!i.,u:t:315}€IUG ar{? luoJri pa^ourar surelT rraql aaeil 11rr"r' ,pauodlsod aq uelT rTar{l uo uoTssncsTp ?eql ecuenpe-ut palsb Xou a^pr{ oqrrr pup alep 6ullaaur palnpaqcs :raqf u.6 preog &aT^au u'Tsaq ar{l ero]aq Jeadde 01-rrpl oqm'sluecitaov -c e :preos'"r,,""^iEt.3:.t:iltr: Eff;Hifi':.:::#:"::i sa:lnba-r d11eu.rou SCNIqTIOS $all .rog isacord'&laT^ar er{J, .€I .lrous rtq paTrng lou sr_ _ratuTlt aql buTJnp auop Eur>(prs rpql arnsua_ lsnur 1uec11dce aqj :ii"ii'-ar" ""o aql 01 ro1-rd palaldruoc aq lsnu 6u1>1e1s pue's6u1dej .ii"',.n. ,-s TTYqhLFqqFA-e.q- €-nur peaollra:r: aq 01 saarl TTv . s:au:o-_,6uTpTTnq pue sauTT ou;p1Tnq ,.saur1 ,rr:ad6ia etecTpuT ol alTs acatoxd ar{1 adel pue a{p1s lsnur luec51AOe aql 'sfuarua:Tnbar lellgruqns,bullaaur 01 uoTtTppe uf ..V eqr aur.xperls rIIi_'or.'"'.13:t;;$";l8i :'ld;"31;$ 3:13?l 'sluauartnber Teqf Truqns TeuoTlTppp a.re arar{l Jr auTulralep 01 Jlels aql r{1 Ti'r fua'r?u10dde ue a>(Elu of xaiirqriuodsai s,fupcrrddp aq? sT 1r .papaau sT uoTtpuroJur'rio11ec11dde Teuortrppe due fT auTulralap oa pa6ein6cue sT JJels 6uruuerd aqf, Jo requrau e qrlat 6i,lt.eur "oiieritade-a-rct v 'III @.II Or i,l ti il ri u,',1 -o.. n *n ez*Lq- of oo Or G a , \.F tr {j9 I -l- \,, N o <J'! (.|.t : -T-1 __- .o I a o a o o o o o P rPf 'h-s a .J,r L9_ \s^-sa t d\ s r5- s s e a .\- o _{o G c tF: a C .- D \./'YL -, 'O .t.-i l o o=t* o\ a ,.r-.- d -^ -s -t <: 6 'r;.\a.€y 9- -f> t :.fi 2 l-\ g-; \e ..\ $=6 4 g- a 9r- F" -l ('fl+-----.- *1. (----.- t.?. o -'*-< - t^ 9" e (n- J".t ,7 o TOWN OFVAIL R.ECEIPT NO. DEPA"RTIIENT OF COMMUNITY DEITEITOPI|ENT CHECS iIADB PAYABLE 'O A()WN ()P \.AIL rcc(n NT No-rrEu 0l fino41540 ZONINGANDADDRESS MAPS $5.00 0l finO 42415 UNIFORM BUILDINC CODE $50.00 01 0000 42415 UNIFORM PLUMBING CODE $36.00 0l 00m42415 UNIFORM MECHANICAL CODE $32.00 0l 0m0 42415 UNIFORMFIRECODE $36.00 0r firuO 42415 NATIONAL ELECTRICAL CODE s30.00 01 0m0 42415 OTFIER CODE BOOKS 01 0fi)041548 BLUE PRINTS (NTYI-ARS)$7.00 ot 0n,00 42412 XEROXCOPIES $0.25 ot oooo 42412 STUDIES ot000042412 TOVFEES COMPUTER PROGRAM $5.00 ol uxxl42371 PENALTY FEES / RE-INSPECTIONS 01 fi)00 41332 PLAN REVIEW RE-CHECK FEE t$4O PER HR.I o10{ln042332 OFF HOURS INSPECTION FEES 01 0000 41412 CONTRACTORS LICENSES FEES 0l 000041413 SIGNAPPLICATION FEE $20.00 0l 0m0 41413 ADDITIONAL SIGNAGE FEE ISI.OOPER SQ.FT.I 01 mo42&_VTC ART PROJECT DONATION 0l 000041f1L.1 ARE PAID DESIGN REVIEW BOARDFEE '...to"- ol00{n 42371 IT{VESTICATION FEE (BUILDING) 3l 0(n0 - oIm -- Oi000 - Olm -lrmo( 0r 000 0l 000 --Oi 000 01 00c --0lm 01 m( 0t 00(- 0l 00 01 00 lrm -01 00- '-^" "T-F,y',*5u*g lli::,:e i I.1n**i-r:. r rll*,1a,*'i.i tlash i '.i ". i ., : ir,:, i:y':rj i. i:, i. + I ::::l i t i Fit-.i,rr!-:i j+ r-;,_ ,.t.I:.: _ t ,.1 r F't: ijllr ti .t . F",1,,!--tr,,{ I ii j-.,F,Fr ,qrti':,t-iF, 1 .l,l-, r,:l+ r*,1 .i .:-i:i " i:iii I tenr psid i:.1 Llt:ix*.i i ],: i r:l[:Jt:l l-:[.1n1,1 t- !:] r.,,rF-,e,J : ffni*r-rn t r,.: i,J THEi{F_l- r,rcrt-l COMME 'i',;,i-' 1-,,- ,i!l-r i ei !;F If:, i CASI1 t 1 cr*t DATE:_/_/_ r:*tscd,t/ta/gt lfr&t F VAI 5 F c e =-<. REVIEW BOAR.D APPI-IICATTON - TOWN O DATE RECEIVED: DATE OF DRB MEETTNG: !r****!t*t** OTI,Y itrtrt****ttt DESCRIPTION: IAUD .FVDE NE DET\TTETTT. New ConstrucLion ($200.00)Addit.ion ($s0.00) DESIGN ADDRESS: Z I,EGAL DESCRIPTION:Subdivision ff property is described by description, please provide to t.his application. - Minor Alreration (920.00) Concepcual newiew (90) L,a^J-^J (a L, COLO x o c,o n o t m o o ln 8 F--' l'-l" a --t: )/# A. a c: ,e4 I tq {: D. a meets and bounds on a separate sheet 1ega1 and aLLach E. F. ZONTNG: NAME OF Mai l ing APPLICAI!"I: Address: GV€t L: Phone NAME OF APPLICANT' S REPRESENTATTVE:Mailing Address: Phone rr. NAME qF OWNER(S): I. --T OWNER(S) SIGNATURE: Mai. I ing Addres s :ftl e'2.-.,U/+4-\ Phone APPIJT3ATT?NS wrLL Nor BE PRocEssED wrrHoUT obINER, s ST9NATURE Condominium Approval if applicable. DRB FEE: DRB fees, as shown above,\ are Lo be paid aE the Lime of submittat of the DRB applilation. t-,icer, when applying for a building permit., please idenCify t.he accurate valuation of Lhe proposal. The Town of vail wilr adjusE. Lhe fee according to the tabre below, Eo ensure the correct. fee is paid. FEE SCHEDULE: VALUATTON a rl 'lt .r.\ atat^w v |l' r.vrl,l,rt $ 10, 001 $ s0, 000 $ s0, 001 $ 1s0, 000 91s0,001 $ s00,000 $s00, 001 - 91,000. 000 $ over $1, 000. 000 DESIGN REVIEW BOARD APPROVAIJ EXPIRES APPROVAL I'NLESS A BUILDING PERMIT IS IS STARTED. FEE i ;o:oo $100.00 $200.00 $400.00 $s00.00 ONE YEAR AFTER FINAL ISSUED AI{D CONSTRUCTION uccr<-u-est. ?-i::_: .t TT ./1'''' A pre-application meeting with a member of the planning st.aff is encouraged to determine if any additional application informaE,ion is needed. It is che applicanE,s responsibility to make an appointment with the staff to determine if there are addicional submitt.at requirements.Please note that a COMPLETE application will streamline the review process for your project. IIT. IMPORTAIflI NOTICE REGARDING ALL SIIBMISSIONS TO THE DRB: A.' In addition t.o meet.ing-submit.tal reguirements, the applicant must stake and Lape Ehe project siLe Lo indicate property 1ines, building lines and building corners. AlL trees to be removed nust. be taped. A11 siEe tapings and staking must be completed prior to Lhe DRB site visie. The applicant must ensure that staking d.one during the winLer is noL buried by snow. B. The review process for NEW BUILDINGS normally requires Lwo separate meetings of the oesign Review Board:.a conceptual review and a final review. C. Applicant.s who fail to appear before Lhe Design Review Board on t.heir scheduled meetinq date and who have not asked in advance Lhat discussion on t.heir item be postponed, wil] have their iE.ems removed from Lhe DRB agenda until such Lime as the item has been republished. D. The following 5.tems may, aL the discreLion of t.he zoning administrator, be approved by the Communicy Development. Departmerit sLaff (i.e. a formal hearincr before Lhe DRB may noL be required): a. Windows, skyliqhcs and similar exterioi changes which do noL alLer the existing plane of the buildinq; and b. Building additions noE visible from any oE.her lot or public space. AL the time such a proposal is submitted. applicants must include let.ters from adjacenL property owners and,/or from t.he agent for or manager of any adjacent condominium associaLion st.at.ing Lhe associaLion approves of t.he addition. E. ff a property is locaLed in a mapped hazard area (i.e.snow aval-anche, rockf all, f lood plain, debrj.s f low,weLland, etc. ) . a hazard study must. be submitted and E,he owner must sign an affidavit recognizing the hazard.report pri.or to Ehe issuance of a building permit.ApplicanLs are encouraged to check with a-town pranner prror to DRB applicaLion Lo determine the relat.ionship of the property ro all mapped hazards. F. For all residenIi.al const.ruct.ion: a. Clearly indicaLe on t.he floor plans the inside face of the exLerior sLrucLural walls of the building; and b. Indicate with a dashed line on the site plan a four foot di_stance from t,he exterior face of Ehe building waIIs or supporting columns. G. If DRB approves the applicat,ion wiLh conditions or modifications, al1 conditions of approval must. be addressed prior to the application- for a building permi L. 44 5nr*.,,fut TOWN OFVAIL DEPARTMENT OF COMMUNITY DEVELOPMENT "^,. //-,-/-,-// CTJECKS MADE PAYABLE AO TOWN OF \, 1 0000 42415 m00424t2 01 Ofin 41412 01 0000 21112 1 :BUILDI SPECIAL DEVELOPMENT DISTRI cASHr tc*#121./{""'r"4,i1rq I !.. t 75 South l:ronnpe Road Vail, Cotorado il657 303-479-2 I 07 / FAX 303-47s-2 t 57 Office of Totrn Attorney' September lb, 1994 Mr. Ed Everett 2834 Snowberry Drive, #A Vail, CO 81657 Re: Dirt dumped on Lot 15, Block 9, Intermountain during Thanksgiving weekend of 1993 Dear Ed: A.fter a discussion with you in the hallway of the Town Administrative Offices on September 13, 1gg4 I met with Gary Murrain concerning your inquiry about regrading the dirt you placed upon the adjacent propert5r owner's lot rather than removal. The purpose of this writing is to advise you what would be necessary to accomplish such a result. fhe owner ofthe property must apply to regrade and revegetate the lot. It would be necessary to have a topographical survey completed which shows the existing grade and land contour. It would also be necessary to have a proposed gading and revegetation plan. This application and proposal would be reviewed by the Design Review Board. The necessity for the survey and plan is to set forth proposed drainage, as well as present a visualization ofhow the lot will appear once the grading has taken place. It is necessary to have a record that will recogrrize the uncompacted fill on the surface of the lot for future development. Proceeding in this fashion can be accomptished but must be within the time frame set forth in the letter datcd August 24, L994 and hand delivered to you on september 18, 1gg4 by Gary. Questions regarding the particulars to accomplish a regrading of the lot must be directed to Gary Murain and Jim Curnuette. I have also enclosed a copy of my correspondence to you dated March 4, 1994 which shows a total i loalance irresently due to ifre to* of Vaii of $3,536.?d. Please take care of this outstanding balince immediatelY. RTIWaw xc: Gary Murrain Jim Curnutte Chris Ball 75 South Fronuge Roaa Yail Colorado 81657 io3479-2107 / FAX 30347%21 57 March 4, 1994 Mr. Edward C. Everett 2834 Snowberry Drive !-ail, Colorado 81657 Dear Ed: Thenk you for your attention to the outstandirc.g tovcices for the engineerbg aad geo,technical work which was performed on yor:r p-p"iy. t "- t;"rn, i-clect on your u n in the aoou:rt of $8,108.40. A brealdow:r .ir rI olE" ir,.oi.'**i set forth on my correspondence ofDecember 10, l9g3, andJanuary 10, 1gg4, is as foilows: Invoice #35494 (.qlpiae Engraeering) $1,100.90 Invoice #1138GS (Hepworth-pawla-k) $+,ZSZ.SO Invoice #421-98(Alpine Engiaeering) $f,+Og.ZO Invoice#U24GS(Hepworrh-pawla!) S1.84g.00 Total Less payment by check #B01lb Total balance due $8,640.10 $5.103.40 $3,536.70 Based upon the invoices and the 'yrou!.t received, the outsr-,,ding balaace is $g,sge.zo.f!:nk you for yor:r attention to rhis matter. Very truJy yours, --.-.- (^ A -/an*y4*g/ R Thomas Moorhead Town Attoraey RTIWdd xc: John C'oodmaa, Mark Ristow, C.ary Mutrai!, Judy popeck ilruq AFU'-^o ) s?"9 oo* V'&-1QroB NAME r il evwzw Penr,,ltf NUNaeeR OF PROJECT INSPECTION: 83 rNSPEcrls$, $F.ouEsr ue.*f{- CALLER IVED THUR FRl \riu<-. lJ PM AM READY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: O UNDERGROUND tr ROUGH / O.W.V.O FOUNDATTON / STEEL tr FRAMING O ROUGH/WATER - ROOF & SHEER u pr_ywooo NAUING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr FINAL FINAL u'ry+:" ELECTRICAL:MECHANICAL: tr TEMP. POWER :O HEATING tr ROUGH E] EXHAUST HOODS tr CONDUIT O SUPPLY AIR T] FINAL O FINAL ;dorseeeRovED EINSPECTION REOUIBED tr APPROVEO CORRECTIONS: On t 'I l N s P E C-rl*o B|, $F.O U EST {'Z Q? .l L''vYrY L/r -!r't / /./ .--. 479-2138 PERMIT t{UMBER OF PROJECT THUR FRI PV READY FOR INSPECTION: LOCATION: MON BUILDING: tr FOOTTNGS / STEEL O FOUNDATION / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FRAlvllNG ^ BOOF & SHEER " pLYwooD NAUTNG tr GAS PIPING tr POOL/ H. TUB tr INSUT.ATION tr SHEETROCK NAIL tr D O FINAL MECHANICAL:ELECTRTCAL: tr TEMP. POWER tr HEATING T] EXHAUST HOODS tr ROUGH D SUPPLY AIR tr CONDUIT tr tr FINAL D DISAPPROVED tr REINSPECTION REQUIRE APPROVED CORRECTIONS: 479-2138 DATE FEADY FOR INSPECTIO LOCATION: e'un-otNc: T] FOOTINGS / STEEL tr FOUNDATION / STEEL @-.",, PLUIYIBING: rt UNDEFGHOUND tr ROUGH / D-Vtt-V. B FRAMING tr ROUGH / WATER - ROOF & SHEER u pLYwooD NAILING I] GAS PIPING o trusulertoru tr POOL/ H.TUB T] SHEETROCK NAIL tl D FINAL E Flr-{AL ELECTRICAL: i] TEMP. PO\ryER ttlECHANICAL: t]'HEATING B ROUGH O EXHAUST HOODS C] CONDUIT B SUPPLY AIR FINAL E E FINAL DISAPPROVED BEINSPECTION BEAUI APPROVED CORFlECTIONS: FINAL INSPECTIONIS CO}IPLETED The ltens beforla to be complete before glving a permlt a final C of 0. Please check off in the bor provlded. FINAL PLU{BING DATE: FINAL I,TECHANICAI n n ffi DATE: FINAI ELECTRICAL DATE: EAST SIDE:WEST SIDE:FINAI. BUILDINC tl L] u DATE: TEMPORARY C OF O DATE: CERTIFICA?E OF OCCIIPANCY DATE: LANDSCAPING DI'E DATE: rnr Neun,Y\:stN \>r\-'NNrl \\"R t INSPECTION REQUEST TOWN OF VAIL 479-2138 AM PM PERMI DATE T NUMBER OF PROJECT JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: O UNDERGROUND tr ROUGH / D.W.V. E ROUGH / WATER D FOUNDATION / STEEL O FRAMING ,- BOOF & SHEER " PLYWooD NAtLtNG D GAS PIPING tr INSULATION tr POOL i H. TUB tr SHEETROCK NAIL o D tr T] FINAL tr FINAL ELECTRICAL: tr TEMP. POWEF MECHANICAL: D HEATING o tr o ROUGH E EXHAUST HOODS CONDUIT tr SUPPLY AIR ft O FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR * wED (fi.G) FRI -----@ PM rrv#cnoN REeuEsr tr REINSPECTION REQUIRED {: 57/ ? PERMIT NUMBER OF PROJECT DATE JOB NAME READY FOR INSPECTION:MON TUES LOCATION: O DISAPPROVED -12-41 TOWN OF VAIL 479-2138 CALLER BUILDING: .E FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr FOUNDATION / STEE-D LI o tr rl tr tr ROUGH / D.W.V. ROUGH / WATER B FRAMING - ROOF & SHEER " PLYWooD NAILING GAS PIPING INSULATION POOL / H. TU8 FINAL FINAL ELE trT trF trc tr_ tr HEATING tr EXHAUST HOODS E SUPPLY AIR tr FINAL tr FINAL INSPECTOR t INSPECTION REQUEST WED THUR FRI PERMIT NUMEER OF PROJECT TOWN OF VAIL 479-2138 CALLER DATE 3:Za:l; JoB NAME READY FOR LOCATION: INSPECTION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND D ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING ,-, ROOF & SHEER " PLYWooD NAILING O GAS PIPING tr INSULATION POOL / H. TUB SHEETROCK ELECTRICAL: tr TEMP. POWER O HEATING O EXHAUST HOODS O SUPPLY AIR O FINAL tr DISAPPROVED tr REINSPECTION REOUIRED .I DATE INSPECTOR o PE tNs CTION REQUEST TOWN OF VAIL 479-2138 PERMIT NUMBER OF PROJECT DATE INSPECTION: JOB NAME MON CALLER TUES WED THUB FRI PM READY FOR LOCATION: BI D tr o D 14 tr E IILDING: FOOTINGS / STEEL PLUMBING: D UNDERGROUND O ROUGH / D.W.V, tr ROUGH / WATER FOUNDATION / STEEL FRAMING ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION SHEETROCK O POOL / H. TUB NAIL tr D tr tr FINAL FINAL E DISAPPROVED O REINSPECTION REQUIRED ELECTRICAL: E TEMP. POWER MECHANICAL: O HEATING ROUGH D EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL tr FINAL tr APPROVED CORRECTIONS: DATE INSPECTOR /;rJ14 ,,' / | | p o INSPECTION REQUEST TOWN OF VAIL 479-2138 ------eD PM ,9 f'05,/,, un .---'rlf JOB NAME CALLER READY FOR INSPECTION:M TUES WED THUR FRI Otl) t,: LOCATION: r'4. ) BUILDING: tr FOOTINGS / STEEL PLUMBING: D UNDERGROUND tr ROUGH / D.W.V.D FOUNDATION / STEEL FRAMING ROOF & SHEER PLYWOOD NAILING O GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL tr FINAL D FINAL ELECTRICAL: tr TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR ',a ktl i, I h O FINAL .n AIPROVED CORRECTIONS: O OISAPPROVED tr REINSPECTION REOUIRED lr ''7 DATE INSPECTOR . ,_) (./,? PERMIT NUMBER OF PROJECT t INSPECTION REQUEST TOWN OF VAIL 479-2138 -,+'. tt-.!' 1 DATE READY FOR LOCATION: JOB NAME INSP @' EUIOTUC: - ..Pf,T1Ij|ElNG;- O FOOTINGS / STEEL tr FOUNDATION / STEEL f, rnnr,,Ur.rC ,- ROOF & S & SHEEB D ijiv-wob-o'riirlrruc tr INSULATION tr SHEETROCK D 'E rl tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER ( MEGHANICAL: _ tr HEATING -tr ROUGH tr EXHAUST HOODS tr CONDUIT E tr SUPBLY AIR [ /t .)'y r,i;f i- tr FINAL tr FINAL tr APPROVED CORRECTIONS: DISAPPROVED EINSPECTION REOUIBED i-1) ".!J - ,@ 6) INSPECTOR ,-r.'.-/ t/Oil I ,' ./..i -l /; PERMIT NUMBER OF PROJECT i ..-' DArE, i -/' JOBNAME INSPECTION REQUEST TOWN OF VAIL 479-2138 READY FOR LOCATION: INSPECTION: CALLER Tt ttrQ i WED.THUR FRI ..OU, tffi . '>/'.) / .1 t, , BUILDING: O FOOTINGS / STEEL PLUMBING: D UNDERGROUND tr ROUGH / D.W.V. O ROUGH / WATER O FOUNDATION / STEE- O FRAMING - ROOF & SHEEB " pLYWooo NAILING O GAS PIPING O INSULATION D POOL / H. TUB tr SHEETROCK NAIL O FINAL tr FINAL ELEGTRICAL: tr TEMP. POWER tr HEATING ROUGH - /A"/tr EXHAUST HOODS CONDUIT D SUPPLY AIR O FINAL D FINAL APPROVED CORRECTIONS: O DISAPPROVED O BEINSPECTION REQUIRED OATE INSPECTOR Boyle Engineering, Inc. 143 E. Meadow Drive, Suite 390 Vail, Colorado 81657 303 /47 6-2170 F AX 303147 6-4383 February 10, 1995 YTT,EU IOV - uurvrrvt, DEtl, DrPli Chuck Feldman Town of Vail Building DepL 75 S, Frontage Road West Vail, CO 81657 Subject: Everett Residence 2834 Snowberry Drive. Vail. Colorado Dear Chuck: This is to confirm that I have made a final fiaming inspection of the Evere$ Residence. The remedial repairs noted in my Ietter dated August 4, 1993 have all been implemented at this time. The steel connectors atluded to in Item 7 have been omitted, and the bearing plates have been reconnected to the top ' of concrete walls directly with expansion bolts. This change was coordinated with this office and is approved as installed. All other hardware has been installed per the August 4 letter and is approved as constructed. In summary, I feel that the structural integrity has been restored to this building and that it is structurally sound at this time. Please give me a call if you have any questions regarding this matter. ,r.$igrtf} ([.:'1"".'.;{.9.4 tri 14e6b .lF A *"7 i#'.'l*:iti$Ktitb''s I INSPECTION REQUEST TOWN OF VAIL 479-2138 PERMI DATE T NUMBER OF PROJECT JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: D UNDERGROUND O ROUGH / D,W.V. tr ROUGH / WATER tr FOUNDATION i STEEL tr FRAMING r-1 FOOF & SHEER - PLYWOOD NAILING tr GAS PIPING O INSULATION tr POOL / H. TUB O SHEETROCK NAIL tr tr tr tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: D HEATING tr o o ROUGH O EXHAUST HOODS CONDUIT O SUPPLY AIR u tr FINAL O FINAL tr APPBOVED CORRECTIONS: O DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR PERMIT NUMBER OF PR , JOB NAME JECT ,*rf"roN REeuESr TOWN OF VAIL 479-2138 '-./--.- MoN TUES wED THUR . FRr ' ' ' 't ,"'Ai) LJI\ I E READY FOR LOCATION: INSPECTION: ILDING:PLUMBING: tr UNDEHGROUND tr BOUGH / D.W.V. tr BOUGH / WATER tr tr tr D tr D o FOOTINGS / STEEL FOUNDATION / STEEL FRAMING BOOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION D POOL / H. TUB SHEETROCK NAIL tr tr tr FINAL O FINAL ELECTRICAL:MECHANICAL: tr TEMP. P O HEATING D ROUGH O EXHAUST HOODS CONDUIT tr SUPPLY AIR T] FINAL O FINAL , \ APPROVED - CORRECTIONS: O DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR i " i I rrusfI"noN REeuEsr TOWN OF VAIL PERMIT NUMBER OF PROJECT DATE INSPECTION: 479-2138 JOB NAME MON : CALLER TUES l, AM PM FRI WED THUR READY FOR LOCATION:r' i BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDEFIGROUND U ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING r-r ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER O HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL O FINAL p .Cl D RRECTIONS: D DISAPPROVED D REINSPECTION REQUIRED DATE INSPECTOR t rNstcrroN REeuEsr TOWN OF VAIL 479-2138 PERMIT NUMBER t- zt4r JOB NAME {uo,rf {"s,rL*--- DATE OF PROJECT CALLER TUES READY FOR INSPECTION: LOCATION: BUILDING: tr FOOTINGS / STEEL tr FOUNDATION / STEE- WED THUR FRI -----@ PM tr FRAMING PLUMBING: tr UNDERGROUND E ROUGH / D.W.V, tr ROUGH / WATER n ROOF & SHEER " PLYWOOD NAILING E GAS PIPING tr INSULATION D POOL / H. TUB tr FINAL tr D tr E ROUGH ELECTRICAL: tr TEMP. POWER a/'t i/ -f O.nu, - Tn xi''n;'/ /'t ,,7^ -/),truTf I v/Y "" >..'/:r/t D f" FINAI MECH O HEA O EXH E SUP tr_ tr FINA .c;L t/) ; /'/ tr CONDUIT tr DISAPPROVED CORRECTIONS:-71- INSPECTOR ,.'r'{''l I ,rrt"toN REeuEsr TOWN OF VAIL PERMIT NUMBER OF PROJECT 479-2138 NAME CALLER TUES READY FOR LOCATION:i\! MON BUILDING: tr FOOTINGS / STEEL PLUMBING: O UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER D FOUNDATION / STEEL O FRAMING tr tr ROOF & SHEER PLYWOOD NAILING El GAS PIPING INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr E tr FINAL tr FINAL ELECTRICAL:MECHANICAL: tr tr tr E TEMP. POWER tr HEATING ROUGH O EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL D FINAL APPROVED tr DISAPPROVED tr REINSPECTION REOUIRED ----+ -) (- DATE ",,1r INSPECTOR r.(',at I rN#cnoN TOWN OF PERMIT NU REQUEST VAIL I DATE JOB NAME CALLER READY FOR LOCATION: INSPECTION:MON |/.I TUES ,) l'' / WED f AM (PM 't\^. BUILDING:PL tr tr tr D D tr UMBING: M tr D tr tr tr tr FRAMING UNDERGROUND ROUGH / D.W.V. ROUGH / WATEB ROOF & SHEER PLYWOOD NAILING GAS PIPING INSULATION SHEETROCK POOL / H. TUB NAIL FINAL tr D FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: D HEATING tr ROUGH D EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr n O FINAL D FINAL lZAppnoveo tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: n,/ DATE INSPECTOR ,i i( 1 INSPECTION REQUEST . / ,. TOWN OF VAIL /|)||t! PERMIT DATE READY FOR LOCATION: INSPECTION: NUMqER OF PROJECT l',/'f I t; ,t, ,i1- JoB NAME MON CALLER TUES AM PM BUILDING: Fl:oorrNGS i srEEL PL o tr tr tr D D tr UMBING: tr FOUNDATION / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATER tr FRAMING ! o ROOF & SHEER PLYWOOD NAILING GAS PIPING INSULATION POOL / H. TUB O SHEETFIOCK NAIL D tr FINAL tr FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: tr HEATING tr o o ROUGH D tr tr EXHAUST HOODS CONDUIT SUPPLY AIR tr FINAL O FINAL de#noveo CORRECTIONS: tr DISAPPROVED tr REINSPECTION REOUIRED INSPECTOR T NUMBER OF PROJECT INSPECTION REQUEST TOWN OF VAIL PERMI DATE JOB NAME CALLER INSPECTION: h/ON TUES WED THUR FRI AM PM READY FOF LOCATION: BUILDING: b roorrrucs / srEEL PLUMBING: tr UNDEBGROUND tr ROUGH / D.W.V, E ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING rr ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETFOCK NAIL tr !tr EI FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING c tr tr ROUGH tr EXHAUST HOODS CONDUIT N SUPPLY AIR tr tr FINAL tr FINAL D APPROVED CORRECTIONS: D REINSPECTION REOUIRED D DISAPPROVED DATE INSPECTOR rNsttoN JOWN OF DATE READY FOR INSPECTION:MoN ,TUES WED rt;;, FRI REQUEST VAIL - AM p,trit--) JOB NAME /I t , CALLER , ./t','/a-J BUILDING: ts roortrues / srEEL PL D tr tr tr tr tr ! UMBING tr tr tr tr tr tr FOUNDATION / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATER FRAMING ROOF & SHEER PLYWOOD NAILING GAS PIPING INSULATION POOL i H. TUB SHEETROCK NAIL tr FINAL D FINAL ELECTRICAL:ME trl ot D{ tr CHANICAL: tr n tr tr TEMP. POWER HEATING ROUGH EXHAUST HOODS CONDUIT SUPPLY AIR tr FINAL q FINAL APPROVED tr DISAPPROVED O REINSPECTION REOUIRED I I CORRECTIONS: .z-l ,f. .,Jy' 4(.t- -rt): t ,7",' ,^-' .- t . ' = r,/" ,/.., / INSPECTOR *iFsnoe PERMIT NUMBER OF PROJECT rNs#"rroN REeuEsr TOWN OF VAIL j(;,, DATE . ,, ., .'- JOB NAME READY FOR INSPECTION: ,MON TUES WED THUR FR AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH i D.W.V. O ROUGH i WATER tr FOUNDATION / STEEL D FRAMING - BOOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr tr tr FINAL O FINAL ELECTRICAL: E] TEMP. POWER MECHANIGAL: tr HEATING tr.ROUGH tr EXHAUST HOODS O CONDUIT tr SUPPLY AIR tr tr tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR READY FOR LOCATION: '_}\1\\.._', \_\:\ PERMIT NUMBER OF PROJECT DArE\: l=-.--\ JoB NAME rN#cnoN REeuEsr //-\-r AM., PM tr REINSPECTION REOUIRED INSPECTI MON '...\--r. ., ,.--=.-rUES ,.!,vED)THUR . -\ ... ,* i 'i. ..\.\ ,'-.fi''R-PPnoveo COBRECTIONS: O DISAPPROVED TOWN OF VAIL CALLER BU rlN )T JN rM )F UL :E- AL PLUMBING: O UNDEFIGROUND E ROUGH / D.W.V. O ROUGH / WATER tr . E tr tJ tr IILDI F,OO FOUI FBAI ROO PLYV INSU SHEt FINA ECTF TEMI ROU coN FINA NG: TINC NDA MINC rF&l /VOO JLAT ETR( SHEEF D GAS PIPING GS / STEEL ATION / STEEL D NAILING TION D POOL / H. TUB OCK NAIL o D tr FINAL ELE CTRICAL:MECHANICAL: D tr TEMP. POWER tr HEATING ROUGH D EXHAUST HOODS E CONDUIT D SUPPLY AIR E tr FINAL tr FINAL DATE ,'.,.r4-_- .r..- lNSpEcToR nlF$,cp PERMIT DATE NUMBER PROJECT ;i l,/'\Cl NIA i.rE , - INSPECTION REQUESI TOWN OF VAIL CALLEF \ INSPECTION:MON TUES WED THUR FRI READY FOR LOCATION: BUILDING: tr FOOTINGS tr FOUNDATI tr FBAMING i STEEL PLUMBING: O UNDERGROUND ON i STEEL tr ROUGH / D.W.V. tr FOUGH / WATER tr GAS PIPING tr POOL / H. TUB r-r _ a-l tr FINAL MECHANICAL: tr HEATING O EXHAUST HOODS O SUPPLY AIR 11 D FINAL _ ROOF & SHEER .- PLYWOOD NAILING tr INSULATION tr SHEETROCK NAIL tr D FINAL ELECTRICAL: TEMP. POWER tr o tr tr ROUGH CONDUIT FINAL \ \ \ \ tr DISAPPROVED tr REINSPECTION REQUIRED APPROVED CORRECTIONS: DATE INSPECTOR 75 South Frontage Road Vail, Colorado 81657 3 03 -479 -2 I s I / 479-2 I 3e FAX 303-479-2452 D e p aro ne nt of C ommunity D eve lo pm ent CERTIFIED #P 883 802 588 August 24, 1994 Ed Everett 2834 Snowberry Dr., #A Vail, CO 81657 Re: Dirt dumped on Lot 15. Block 9, Intermountain during Thanksgiving weekend of 1993 Dear Ed, As you may recall, we've had several conversations about the illegal dumping of dirt on an adiacent property owners lot. At the time the incident was reported to us, adverse weather prevented the removal of that dirt. Since then, I have had several conversations with you about removing the dirt, relurning the lot to its original grade, and revegetating lhe area. As the season is rapidly approaching the end of good weather, the removal of this dirt is a musl. Also, I have received a letter from the owner of that property requesting our assistance with the removal of the dirt. This is vour responsibility since you illegally placed the dirt on a lot without the proper permits or permission to do so. Let this letter serve as an official mandate to remove this dirt within the next 30 days or I will have no choice but to take further action according to ihe Town of Vail Municipal Code. Please contact our olfice immediately and inform us of your plans and time frame for the removal of this fill. ll we do not hear from you within the next l0 days we will assume that nothing is going to be done and start the process of legal action regarding this matter. \ 75 South Frontage Road Vail" Colorado 81657 303-479-2t07 / FAX 303479-2 I 57 ffice of Town Attorney March 4,7994 Mr. Edward C. Everett 2834 Snowberry Drive Vail, Colorado 81657 Dear Ed: Th?ok you f9r your attention to the outstanrling invoices for the engineeing and geo- tech:rical work which was perforued on your pmperty. I am in receipt " cn".f oo |on" bef,af in the arnount of $5,103.40. A breakdow:o of all of the invoices as set forth on my correspondence ofDecember 10, 19g8, andJaauary 10, 1994, is as follows: Invoice #354-93 (Alpine Engineering) 91,100.90 Invoice #1138GS (Hepworth-Pawlak) $4,287-50 Invoice #42L-99(Alpine Engineering) g1,40S.20 Invoice #1224GS (Hepworbh-P2yslalr) $1.848.00 TotaI Less pa;rment by check #301lb Total balance due $8,810.10 $5.103.40 $3,5:16.70 Based upon the invoices and the arnount received, 15s sutstanding balance is $j,b86.20.flank you for your attention to this matter. Very truly yours, '-- (- ./l -/o-W^^4t ( uYn t'avLy'l4 R. Thomas Moorhead Town Attorney RTUI/dd xc: John Goodnan, Mark Ristow,Judy Popeck TOWNOFYAIL 75 South Frontage Road, Vail, Colorado 81657 303479-2 1 07 / FAX 30s479-2 1 57 ffice of Town Attorney January 10, 1994 Mr. John D. Goodr"an Stovall & Goodman Bench-ark Plaza Bldg. 48 East Beaver Creek Blvd, Suite 202 P.O. Drawer 5860 Avon, CO 81620 RE:Lot 18, Block g, Intermountain, 2834 Snowberry Drive, Vail, Colorado Dear John: Enclosed are additional invoices which have been paid by the Town ofVail for which we are entitled to be reimbursed by Mr. Everett. Invoice No. 421-93 from Alpine Engineering, Inc. is in the amount of $1,408.70. Invoice No. 1224 GS from Hepworth-Pawlak Geotechnical, Inc. is in the nmount of $1848.00. My records do not reflect having been reimbursed for the previously paid engineering expenses. We do expect Mr. Everett's immediate attention to these matters. !-ew trulrgours, .tr1 fh*tu^& R. Thomas Moorhead Town Attorney RTIWdd Enclosures xc: Mark Ristow Hrrwonrn-Ponil Gnorr crwrcel, h{c. Town of Vail Attn: Gary Murrain 75 South Frontage Road Vail, Colorado 81657 Invoice No. 1224 GS DecgqDerla--H93_€::::o Project: Constnrction Testing, Slope Regrading, Lot 18, Block 9, Intermountain, 2834 Snowberry Drive, Vail, Colorado. ENGINEERING SUPERVISION AND CLERICAL Field Engineer: L4ll2 hrs @ 40.00ihr. Pickup Mileage: 670 mi @ .4Uu.n. LABORATORY TESTING Standard Proctor Compaction: 1 test @ 75.00/ea. Std. Gradation Analyses: 1 test @ 60.00/ea. ENGINEERING Project Managgl' 10 bI. @ 75.00/br. Word Processng: 4 hrs. @ 25.00/br. OTHER Film & Development TOTAL $1843.00 Thank you lJL 580.00 268.00 75.00 60.00 750.00 100.00 10.00 .t Steven L. Pawlak. P.E. o 7840 Clen Highrvay 82 wood Springs, CO 81601 HEpwonrH-PawLAK GEoTECHNTcAL, INC. December 13,1993 Town of Vail Attn: Gary Murrain 75 South Frontage Road Vail, Colorado 81657 Fax 303 945-8454 Phone 303 945-7988 Job No. 193 I82-I Subject: Progress Report of Grading Work and Winter Shut Down, I-ot 18, Block 9, Intermountain, 2834 Snowberry Drive, Vail, Colorado. Gentlemen: As requested, we have stayed in contact with Ed Everett and made periodic site visits regarding the grading work at the subject site. We met with N{r. Everett and his trackhoe operator at the site on November 20, 1993 and observed the site on December II, 1993. Our last findings were presented in a letter to you dated November 19,1993. At the time of our November 20 site visit, rough grading of the slope above the stabilization berm and west of the residence was in progress. Most of the work was being performed with the trackhoe. The plan for finishing the rough grading was discussed. We emphasized the importance of providing the drainage swale to direct the uphill runoff around the residence. When observed on December 11, 1993 the rough grading was complete. A drainage swale had been cut from the top of the failure area down along the west side of the lot past the residence. The stabilization berm had been graded over and the uphill foundation wall backfilled. The backfill is sloped down to near the foundation wall roughly below the roof drip line. About 6 inches of snow covered the lot. The rough graded slope appears adequate for the winter shut down. The drainage swale is not protected against erosion which could require maintenance during spring runoff. Cur recornmendations for additional viork and nionitoring presented in our November 5, 1993 letter (Page 2) remain applicable. If you have any questions or if we can be of further assistance, please let us know. Sincerely, HEPWORTH-PAWLAK GEOTECHNICAL. INC. f,'*--/ //*:ti- Steven L. Pawlak, P.E. Rev. by: RCH cc: Alpine Engineering - Attn: Kent Kreihn a 7840 High Clenwood rvay 82 Springs, CO 81501 Hnpwonrn-PewlAK CEorEcHNrcAL, INC. November 19,1993 Town of Vail Attn: Gary Murrain 75 South Frontage Road Vail, Colorado 81657 Fax 303 9.15-8454 Phone 303 945-7988 Job No. 193182-I Subject:Progress Report of Stabilization Berm and Grading Work, Lot 18, Block 9, Intermountain, 2834 Snowberry Drive, Vail, Colorado. Dear Gentlemen: As requested, we have conducted periodic visits to site for evaluation of the stabilization berm construction. A letter was previously sent to you describing the construction work through November 2, L993 at the site. Visits were made on November 4, 9, and 17, 1993 to check on the progress of the grading construction. On November 4 in-place density tests were taken to evaluate compaction of the base course material being used to construct the stabilization berm. The results, presented in Daily Report No. 2 indicates satisfactory compaction of 95%. The contractor's procedures have been consistent throughout construction of the stabilization berm and appears satisfactory to the total constructed height of 11 feet. The results of laboratory standard Proctor and gradation testing performed on a sample of the base course material used at the site are presented on Figs I and? attached. Visits made on November 9 and 17 found the stabilization berm complete. Longs Excavating who constructed the berm rvere not on-site and the work is now being performed by Ed Everett. We discussed the grading procedures with Mr. Everett on November 9 as presented in the attached Daily Report No. 3. When observed on November 17 the site was in similar condition with clearing of the vegetation complete and foundation drain backfilling along the uphill side of the residence in progress. Mr. Everett was not present at the time of our November 17 site visit. In a telephone conversation later that day with Mr. Everett we discussed grading options at this late time of the year and with freezing temperatures and snow conditions. He indicated that an unsuccessful attempt was made to deliver a dozer to the site because the city roads were icy and snowpacked. A trackhoe and skid loader are on the site now which are planned to continue with the grading. The steep frozen and snow conditions make it difficult to access the rear of the property (and essentially prohibitive) in the remaining slide debris area. Also, without a dozer benching and placing horizontal lifts and compacting will not be possible. Due to the difficulties experienced at the site, it is becoming impractical to satisfactorily complete the grading of the uphill slope. Of primary concern is the drainage of uphill runoff that probably contributed most to the existing slope failure. It is imperative that this drainage swale be temporarily completed this fall to handle the spring runoff. In its present condition the slope will become saturated and additional Town of Vail November 19, 1993 Page 2 debris flooding and damage to the residence could occur. The stockpiled soil just west of the building will probably have to be removed from the site to complete the swale past the building. The uphill slope should be temporarily graded by knocking down the near vertical faced soil block at the east end and filling the depressions. Next summer the slope should be regraded according to the design drawings. We will be available for further consultation and testing when requested. If you have any questions or need additional information, please let us know. Sincerely, HEPWORTH-PAWLAK GEOTECHNICAL. INC. F4 Steven L. Pawlak, Rev. by: RCH cc: Alpine Engineering - Attn: Ken Kreihn H-P GEoTEcH lJ-(J j tr a trl IY 5 10 1 MOISTURE CONTENT PERCENT OF DRY WEIGHT LocAroN: Western Moble Eaqle Pit I MOISTURE-DENSITY RELATIONSHIPS SOL DESCFTPTION: 3"Aggregate Base eourse HEPWoRTH' PAwt-AK GEorEcHNlcAL' tn'' r.rAx. DF|Y DENSITY : 137 -2PCF oPr. r.iosT. coMrEryTi-Z-4-r PFOCEDTJFE: ASTM D-698 MEthOd D Llouro LmtT:PLASTIC'TY NOEX :NP JOB NO.:193 182-1 F|G. NO. a ea16 3 November 2, 1993 T HFI 7 HF MIN !5 MIN 60 MIN J9 MIN.I MIN F o 90 60 70 o z 80 -.o OTAMETEFI OF PAFITICLE IN MILLIMETEFS CLAY TO SILI GaAVEL 58 % LIQUIO LIMIT SAMPLE oF Sandy SANO _% grave I 34 % slLT ANO CLAY 8 % PLASTICITY INDE:( - % FRoM Western Mobile Eagle Pit 2'HF 7HF 45 MrN !5 MtN tml.,-...---..--610 VIN t9 MIN ! MlN. o o 60(J .005 .m9 .019 .074 .trg .297 | 59o l.tg OIAMETEF OF PAFTTICLE IN MILLIMETERS CL Y TO SILT GRAVEL % SILT ANO CLAY PLASTICITY INOE'( FRCM LIOUIO LIMIT SAMPI.: OF SIEVE iNALYSIS HYDROMEiEF ANALYSIS 193 182-1 HepwoRru - Pnwur GEorEcHNtcAL, rnc. GRADATION TEST RESULTS Fig. 2 -EF'"HS',tl3H'#lST;Ei!,lT';,1,fi i, TO: Town of Vail Attn: Gary Murrain 75 South Frontage Road Vail, Colorado 81657 PROJECT: 2834 Snowberry Drive JOB NO. 193 182-1 DAILY REPORT # 2 DATE: 1114193 PAGE 1 OF 1 GENERAL CONTRACTOR:EARTHWORK CONTRAGTOR: TYPE AND I\IUMBER OF EARTH MOVING UNITS: 1 skid loader, 1 trackhoe THICKNESS OF LIFT: 6" - 1O" TYPE & # OF COMPACTION UNITS: t hand wacker, 1 vibratory hand rolle. NUMBER OF PASSES: As requ red. Not obsorved. METHOD OF ADDING MOISTURE: Spray fill area MINIMUM REOUIRED IN-PLACE DENSITY: 95 % AS DETERMINED BY: ASTM D'698 TEST NO. LOCATION From Northgasl Corner of Berm DEPTH OR ELEV LABORATORY FIEID % COMP SOII- TYPE MAX DRY DEIS pct OPT MO|ST % DRY OE IS pct lvtotsT % 1 5' South 5' west 8' Below Top of Wall 137.2 7.4 130.6 5.3 95 3" Base Course 2 5'South 35'West 129.9 4.4 95 3 5'South 55'West 130.5 4.7 95 PART TIME OBSERVATION iroT ossEFvr{6 0F€ noNs. THE NUCL€AR OEIISOMETEN METHOO OF TESTING WAS USED IN SUBSTANTIAL ACCO8I'ANC€ WITH ASTM 02992 AND D3O17 pRELtMtNARy OESERVATTONS AND/OR TEST RESULTS VEREALLY REPORTED TO; TOm u/ith LOng'S EXCaVating PROGRESS REPORT: Stabilization berm is to b€ 1 1 ' te€t tall and constructed entirely with 3" Base course. Berm was conslructod to tha top ot the second baskat which is approximataly 36" above subgrade. Backfill was compacted ffat and consistant thoughout the fill area. COPIES: Alpine Engineering - K6n Kreihn Brad Gates Steven L. Pawlak, P.E. FIETD OBSERVER REVIEWED BY HEPWoil - PAWLAK GEorEcHrGr-, rNc. REPORT OF CONSTRUCTION ACTIVITIES TO: Town of Vail JOB NO. 193 182-1 DATE: November 9, 1993 Attn: Gary Murrain 75 South Frontage Road DAILY REPORT # 3 SHEET 1 OF 1 Vail, Colorado 81657 PROJEGT: Embankment Reconstruction, 2834 Snowberry Drive, Vail, Colorado. WEATHER CONDITIONS AND TEMPERATURE: Clear, cool CONTRACTORS CONSTRUCTION ACTIVITIES: MAJOR EOUIPMENT: None H-P GEOTEGH'S SITE ACTIVITIES: We arrived at the site to observe the contractor's plogress. We noted that stabilization berm construction was complete and approximately 1 112' of on-site soil was placed upon the top of the berm. The drainage mat had been extended to just above the top of the berm on the natural slope. Removal of slide debris soils and clearing of vegetation continues upslope but is not complete at this time. VERBAL COMMUNICATION WITH CONTRAGTOR: Ed Everett 1. Thoroughly compact the fill lifts as they are placed above the existing berm. 2. Provide relatively level benches for compacting fill until available space prevents level benching. 3. Notify our office when the grading contractor (Longs Excavating) returns to continue work. Mike Evans FIELD OBSERVER Steven L. Pawlak REVIEWED BY COPIES: Alpine Engineering gg= :-: ENGIN_EEHNG-INE t66! .1 , ,- Novenber 15, 1993 ilvorcE No. 421-93 Mr. Gary Murrain Town of Vail 75 South Frontage Road West VaiI, CO 81657 Dear Mr. Murrain: This is Alpine Engineering, Inc's invoice for professional services provided on the Everett Residence project. These services were rendered from October 1, 1993 through October 31, 1.993. The services provided were as follows: Prepare grading plan and attend Town of Vail meeting for the Everett Residence project. Kriehn Lujan 4.00 hrs. 28.00 hrs. x 70.00 x 40.00 280.00 1, 120.00 Project Expense (mileage) 8.70 SO|TAL AI.tOttllT DttE IEIS INVOICE: SL49_9=_Z9 Please remit payment to: A1pine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 Thank you for using our services. Sincerely, [ |I-U*W Kent A. Kriehn, -PE-LS KAK/Irn JOB NO. 782L6 Edwards Business Center . P.O. Box 97 . Edwards, Colorado 8.1632 . 303/926-3373 . FAX 303/926-3390 l a RE CEIVED NOV | 619s Attomels 6 Counselo6 4t Lau, Jnvrs lifru. Srovnn . JouN D. GooouaN . Ksnny H. Waucr November 12,1993 Mr. R. Thomas Moorehead Town Attorney Town of Vail 75 South Frontage Road West Vail, Colorado 81657 REFERENCE: kvis W. Pennock vs. Edwards C. Everett, et al. - Case No' 92 CV nl 2834 Snowberry Drive, Vail, Colorado Dear Mr. Moorehead: This office represents Mr. Edward C. Everett of2834 Snowberry Drive, Vail, Colorado 81657 - pursuant to C.R.S. 24-lO-I09, our office is providing notice to you of a potential claim against the Town of Vail, Town of Vail Building Inspection Deparment, The Deparfinent of Cornmunity Development, and any other entities or employees of the Town of Vail which we determine at a future date to have been negligent in allowing a building permit on the above-referenced propefty and for failure to notify Mr. Everett of dangerous land conditions which existed in the vicinity of his real property located at the above-referenced address. As Mr. Everett is the current owner of the real properfy, he shall be listed as the plaintiff in addition to any other parties of interest. It is Mr. Everett's position that on or about the date that a building permit was issued, the Town of Vail had knowledge that dangerous soils conditions existed at 2834 Snowberry Drive, Vail, Colorado, and in the vicinity of the Intermountain and Matterhorn Subdivisions of Vail, Colorado. With this knowledge, the Town of Vail had a duty to disclose certain facts to Mr. Everett and advise him that placing improvements upon this properfy was dangerous due to known soil percolation problems, up- slope ground water and surface water run-off problems, subzurface conditions xffggting soil stability, and prior history of such problems in and around Mr. Everett's properly. The monetary damage at this point is unknown, however, is believed to include remedial work of the structure and stabilization of the property, engineering reports, debt service and attomey's fees. We would appreciate the oppornrnity to review any documents related to this property and stated conditions in the Town files prior to proceeding. Additionally, we welcome the opportunity to BENCHMARK PLAZA BLm. . 48 EAsr BEAVER CREEK BLV[). . Surrs 202 . P.O. DRAWER 5860 . AvoN, CO 81620 . (303)949-4?00 . F^x (l0l) 949-6841 A F'n)J sional A,4x,raliot Page 2 i sit down with you and discuss potential resolution prior to filing zuit. In the event you have any questions, do not hesitate to contact me. Very truly yours, STOVALL & GOODMAN. P.C. JDG:jac LTR.MOOREHEAD ccy'cliem I | ''l Iti 'll il t *l 'i -' '\0 \$tlD $.,,stsarpume puillerr-'rri' "'j"l h.' Box3086 Edwardc. Everett Vall'colorado 81657 l\- g-1.3 Mpttu/wl> +";$crcu;--t ,ry D*e -Z S *tr--t^ar7* A-0. tr ci-t 36 $t ta 5l qf"r'A 30S/S,48*1117 t6*^J\r L,r@-.aa-, {5tt-//."-t't'<- C*) ? t b A. Q e. t-*r*-.--,-f _.;Hnpwonru-Pe EorECHNrcAr, hvc.7840 Highway 82 Clenrvood Springs, CO 81601 Fax 303 945-8454 Phone 303 9,15-7988 November 5. 1993 Town of Vail Attn: Gary Murrain 75 South Frontage Road Vail, Colorado 81657 Job No. 193 182-I Subject:Observation and Testing of Stabilization Berm Construction, I,ot 18, Block 9, Intermountain, 2834 Snowberry Drive, Vail, Colorado. Dear Sirs: As requested, we initiated observation and testing of the stabilization berm construction at the subject site on October 29, L993. Hepworth-Pawlak Geotechnical, Inc. previously conducted a geotechnical study for design of the uphill slope reconstruction and presented our findings in a report dated October 15, 1993, Job No. r93 r82. At the time of our initial site visit on October 29. 1993. the excavation for the stabilization berm had been rough cut and was still in progress. The western part had not yet been excavated. The soils exposed in the excavation consisted of clayey gravelly sand with occasional clay and gravel zones, similar to that previously identified on site. The eastern part of the excavation which was near design subgrade level had been cut into the groundwater and there was a small amount of seepage into the excavation from the southeast comer. The excavated soils were being stockpiled on-site and were identified as being wet and well over optimum compaction moisture content. We understand that the contractor (Ed Everett) plans to excavate for the entire stabilization berm construction. The subsoil conditions identified in the excavation are similar to those previously identified. The excavation extended to below the previous landslide materials. The slide block above the eastern part cf the excavation (shown in our previous report) had not been excavated and widening of the tension crack on the uphill side was noted, indicating additional slide block movement. The contractor was advised to cut down the face of this block a depth of at least five feet and grade the excavation back to the existing tension crack. It was also recommended to install the perimeter drain system at the back edge of the stabilization berm excavation and slope the drainpipe to daylight on either side of the residence. The subgrade beneath the embankment area should then be compacted to provide a firm surface for structural fill construction. The high moisture content of the natural soils make it impractical at this time to reuse them as structural fill within the stabilization berm. If they could be dried to near optimum, they would be suitable provided the oversize material was removed. Considering the inclement weather conditions it was recommended that a 3 inch minus basecourse (nominal 2 inch maximum size) be imported for use as strucfural fill. This Town of Vail November 5, 1993 Page 2 type of material should be compactable at low moisture content and not be significantly affected by freezing. The excavation should still be blanketed to protect against nighttime temperatures and additional precipitation. We understand that basecourse material from Western Mobile will be used as the structural fill. Above the stabilization berm, the on-site soils in their high moisture condition can be used to complete backfilling of the excavation. This material can also be used for backfilling between the stabilization berm and the existing foundation wall. The foundation wall backfill should not be placed until the backslope embankment above the stabilization berm has been constructed to allow for some fill settlement and deflection. The site should be rough graded to the elevations shown on the grading plan by Alpine Engineering, Inc. dated October 29, 1993. In addition, erosion protection should be provided below the natural swale so that springtime runoff is directed around the residence and not allowed to erode the new channel. The new construction should be monitored through the spring runoff for signs of movement and excessive erosion, and corrective action taken as needed. Some movement of the embankment from settling and additional springtime loading should be expected which could cause some racking of the existing building foundation. The monitoring should include the existing building foundation for signs of distress. We should be notified of the monitoring results as they become available. We will continue with observation and testing of the stabilization berm construction and provide the results in daily progress reports. If you have any questions regarding the information provided or if we can be of further assistance, please let us know. Sincerely, HEPWORTH-PAWLAK INC. /'<X-- -/):= U*-- n ', Steven L. Pawlak, Rev. by: RCH SLP/ro cc: Alpine Engineering - Attn: Kent Kreihn 4 E?-r fuN H-P GEorEcH cEorEcHtlt, rlc. UCTION ACTIVITIES 1A2-1 DATE: November 2, 1993 RT#1 SHEET 1 OF 1 wberry Drive, Vail, Colorado. HEPWO* . PAWLA REPORT OF CONS TO: Town of Vail JOB NO. Attn: Gary Murrain 75 South Frontage Road DAILY Vail, Colorado 81657 PROJECT: Embankment Reconstruction, 2834 WEATHER CONDITIONS AND TEMPERATURE: CONTRACTORS CONSTRUCTION ACTIVITIES: Buttress Gonstruction MAJOR EOUIPMENT: Trackhoe site to observe the contractor's progress. sloped to the recently installed foundation 3" base course was in place and the first first welded wire fabric basket were placed as ed a sample of 3" base course from the Western H-P GEOTECH'S SITE ACTIVITIES: We visited We observed the buttress drain was installed drain on both sides of the residence. An 8" lift layer of Tensar UX 150O, Tensar BX 1100 and shown in the design section drawings. We Mobile Eagle Pit for gradation and standard : Recommendations made to Ed Everett at the site on the uphill excavation face. placed to below top of concrete wall but 1 1' height. The perimeter swale would buttress fill. VERBAL COMMUNICATION WITH CONTRACT 1. Use insulated blankets on buttress Clarifications: 1. Discussed the drain board 2. Foundation wall backfillsoils can be the buttress fill needs to be the be constructed next to the face of Mike Evans Steven L. Pawlak FIELD OBSERVER REVIEWED BY COPIES; Alpine Engineering IFV aa '93 1EI:Z8RM Company: Phone: Fax: Date: Pages Includlng thir cover page: Commente: BOYLE ENGINEERING I INC. VAIL, CO.P.!/2 Q Facsimile Cover Sheet To: Gary Munain Gompany: Torln of VallBuildlng Dept. Phone: 479-2138 Faxz 479-2157 From: Timothy M. Boyle Boyle Engineering, Inc. 303/476-2170 303/476'4383 1114193 2 I NOV B4 '93 IB:EBHH INC. VaIL, CO. boyte enginaering, inc, Slrofgs;xlrrt skLrchrrol ertJin€?r,5 Nwcnbcr l, 1993 Mr. EdEv€ffir P.O. 8ox 3086 Vflil,Colocado tl65t Br$jrct Bwctt Rsridsncc 2t34 Snorrtcrry Dfiw VriL AohIBdo Ilear Ell: Ttis i$ to confirm that I lwe iryecbd tbe renedial rcpain whict you hsvc $ade to tftc dru{firr of }'tntr rcridcnac to dac. Thca€ fudude ths thrw brther udlls rgdfft lls lear bo*oeu, waU, rlE conc.rt*c sl$'ard F€6 al ttc nolfh surl of lhs bwxErnl are8. Eld tle hdgnr qglEr q/nich bsrfe bEeB anactcd n &c s,(t{tiol &oc of thc nmh tarndadon nalls, ThF shl pl@l ia thc buurrs rrattr ls rs pcr rhc rrlucdial daatls Wryd by tiie orEce. Th top Ertlhpe d tlc$e *rlls rre Wcomtsd &rc to tng|frc{cd vlbudm rfrl|lng tlc pour. Ttc€n bulrE$ Dlf tIt El(}st {trff|atic DoEJrcoEbiDg btd futunifcb' this alce is (r$dd€ of tlc qrEisbn zorF. in th c/dl- Thc fiilrue futt€$B rq* a $ralls sm of Loneyooah4; [ut trrir cass doss Fll within fte cornprersiou zme. Atl of th€|e |{tr3 of lao{c1coil*itu shrld bc p{lcird wirh | $.sdrd gout rEax. ltrc arce ro be n4dr€d chould bc ttorughly cland am &F of bosc Fnnfutes pdor ro petehiq. Aply a bording qgrnt teB Ellingthc artra wirh r 3000 poi gnorrt rnlx, Thc hdgcr argl6 otr lbp 8otrl0f lbtbuildiryareqslrr tlc dfrrtl aDFowd br thirotrcccxccpt fqr thck rcst c;nd6 whichocd p{st tltc aonpr€c, An {dditi@l hoh shordd !c burd ir thc aagh m th4 orE lditiorurl ercf,dat md caa bc lDsallcd near $cse +rrlr d $E hdgers. AII d rhn otlrr rcoFdiat w* pErfund to d$c qo thh Srucfirc NDoCAIIC tO tC {ChicdtrS fls intmrlrd F|rTGE BOt'LE ENGIIITERING I ?.Te ffiilttt*tri l4s6B. TME/dtr 143 e. rneodow dr.. suile 390 | c1o6sroods shopping cenler r voil, colorodo 81657 . fr3/47*2170 ""uro*tr-*#"EorEcHNrcAr. INc.Qonrn-"r,, Glenwood Springs, CO 81601 Fax 303 945{454 Phone 303 945-7988 SI]BSOIL STTJDY FOR REI\,IEDIAL REPAIR OF LANDSLIDE JOB NO. r93 rE2 ocroBER.15, 1993 PREPARED FOR: TOWN OF VArL, COT,ORN)O Attn: Mr. Gary Murrain Comnunity Development T I T I I T l I T t I T I t I I I T T TABLE OF CONTEiTITS CONCLUSIONS. . . 1 PURPOSE AND SCOPE OF STUDY 1 BACKGROUND ...... 1 SITE CONDITIONS 2 SUBSURFACECONDITIONS ... 3 ENGINEERING ANAI-SIS 4 REMEDIAL RECOMMENDATIONS 5 LIMITATIONS... 7 FIGIJRE 1 - SITE LOCATION FIGI]RE 2 - LOCATIONS OF BORJNGS AND SITE FEATIJRES FIGURE 3 - LOGS OF EXPLORATORY HOLES FIGURE 4 - LEGEND AND NOTES FIGURE 5 - PROPOSED REMEDIALCONSTRUCTION FIGURE 6 - CROSS SECTION OF BUTTRESS AREA FIGURE 6A- I]NDERDRAIN DETAIL FIGURE 68- GEOGRID WRAP DETAIL FIGURE 7 - GRADATION ANALYSES TEST RESULTS FIGURE 7 - DIRECT SHEAR TEST RESULTS TABLE I - SUMMARY OF LABORATORY TEST RESULTS t I I I I T I I I I t I T I T I CONCLUSIONS The slide is a shallow feature caused by poor drainage, saturation and overste€pening the slope. Remedial measures can consist of constructing a geogrid reinforced buttress at the base of the slide and regrading the site. PURPOSE AND SCOPE OF STUDY This report presents the results of a landslide study at ht 18-A, Block 9, Vail Intermountain Subdivision, Vail, Colorado. The site location is shown on Fig. 1 and the specific site, as it was in mid-September, is shown on Fig. 2. The purpose of the study was to develop recommendations for remediation of the landslide area. Remedial recommendations for the house is being done by others. The study was conducted in accordance with our agreement for geotechnical engineering services to Town of Vail, dated August 23, 1993. A held exploration program consisting of two borings and one test pit was conducted to obtain information on subsurface conditions. Visual observations of the site also were made. The samples obtained during the field exploration were tested in the laboratory to determine engineering characteristics of the on-site soils. The results of the field exploration and laboratory testing were analyzed to develop recommendations for the remediation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsoil conditions encountered. Alpine Engineering will provide surface drainage recommendations. BACKGROT]ND The house on this lot was started in 1992. It is cut into the hillside slope with the uphill cut about 15* feet deep. The cut was left open during the winter of 1992- 1993. A small drainage empties into the lot. During the spring of 1993 the ground surface was saturated from melting snow and runoff. On May 25, 1993 the cut slope failed, probably due to the saturation and thawing. The failed mass became fluid and flowed around the building. The force of the mass striking the I t I I I I I T T t I I I T I T I I T t I I - L- house pushed the uphill wall and footing to the north (downhill). The result was the south concrete foundation wall (uphill) bowed inward and the frame portion of the house was offset about eight inches to the north. Construction ceased until a stabilization plan can be devised and approved by the Town of Vail authorities. SITE CONDITIONS The site is located in the Vail Intermountain Subdivision. The topography is a north facing slope south of I-70, and on the west end of the Town of Vail; see Fig' 1. The natural ground surface in the area slopes down to the north at 35Vo to 4O% and is about 40Vo at this site. The "Robinson Maps" show the gross area to be a colluvial landslide complex. Although there are some irregularities suggesting shallow slump and erosion, the natural slopes in the immediate arca appear to be a stable. Houses have been constructed on either side of this house and no apparent instability has occurred. There is no bedrock exposed in the immediate area and the upper soils consist of colluvium. The Maroon Formation under lies the colluvium at an unknown depth. Vegetation consists of natural grass, weeds and scattered aspen and spruce trees. At this site the steep cut for the building was left open during the winter. A natural drainage swale bisects the lot and was cut by the excavation. It doesn't appear this drainage was effectively diverted around the excavation. The failure of the oversteepened slope tumed into a flow that sulrounded the building. The failed area is about 75 feet wide parallel to the slope and extends 4O to 75 feet up the slope. The greatest distance upslope is in the drainage swale; see Fig. 2. The depth of the failure is estimated to be about l0 to 12 feet. Seepage from the exposed scalp was reported by the owner. Some tension cracks occur upslope of the head scarp. At the time of our study, September 1993, soil had been excavated from around the house and the failure surface disturbed. The excavation around the house was t I I T T t I T I I I I T I T T T t t -3- about 10 feet deep and exposed the footing. No seepage was noted, but water was ponded in several places. SUBSTJRFACE CONDITIONS The soils, encountered in the borings and test pit and those observed in the head scarp, consisted predominately of sands and clay with abundant gravel and cobble size rock fragments. Boulder size rock can be seen in the road cut in front of the lot. The backhoe pit and the exposed scarps showed lenses of clay. These soils are typical of heterogeneous colluvium. Blow counts indicate the natural material is frrm, ranging from medium dense to dense for the granular soils to stiff for the finer grained cohesive soils. Graphic logs of the subsoils are shown on Figs. 3 and 4. The test holes were dritled and dug in undisturbed ground. The holes were dry at the time of drilling, but a water level developed in Boring 2 after drilling. At 28 days the free water level was at depth l0 feet. Boring t had been covered by site activity, and could not be found. I:boratory testing was performed on samples obtained from drilling to determine moisture, unit weight, gradation, Atterberg limits, and shear strength. Based on gradation analysis most of the soils classify as sands and gravels with clay and silt. Gradation analysis results are plotted on Fig. 7. Atterberg limits show the samples to have low plasticity. The clay and silt content is high and does influence the overall characteristics of the soil mass. These characteristics would be low overall permeability and marked decrease in strength with increase in moisture. The moisture content and density determinations on the undisturbed soils show them to be moderately moist and relatively high unit weight. A direct shear test shows the granular constituents develop a fairly high strength under this type test. A 36 degree angle of internal friction (d) was obtained. The results are plotted on Fig. 8. Other laboratory iests results are shown on the graphic logs and summarized on Table L I I I I I -4- ENGINEERING ANALYS$ The failure was caused by oversteepening the slope and saturation due to general increase of moisture related to the spring thaw and the drainage swale draining into the cut slope. The soils in their natural state are generally stable, except for shallow sloughing due to local saturation. The laboratory testing on samples from the undisturbed area away from the slide show fairly competent material. Stability analyses were run utilizing the computer program STABL5M' This is a program developed by Purdue University. The Janbu random surface analysis was used to check the safety factor of the natural and the assumed construction slopes. The analyses for the natural slope showed a factor of safety of 1,9 with the water table at depth 15 feet; 6 of 30'; and cohesion of zero. When the water table was raised to the surface the factor of safety decreased to 1,2. These results show the natural slope to be stable under most natural conditions. Of course, with prolonged saturation a decrease in strength will result in some failures. Small irregularities were noted in the natural slopes. It follows that an oversteepened slope, such as during construction, has a lower factor of safety. If cohesion were neglected, the slope inclination should not be steeper than the angle of internal friction. In soils such as these the clay and silt content give considerable cohesion on a temporary basis. However, upon prolonged saturation cohesion will decrease and the weight of the soil mass will increase. The result is an increase in the driving force and a decrease in the resisting strength. The analysis of the assumed construction slope required about 500 psf of cohesion to obtain a factor of safety near one. This value is not excessive, in the short term, and the natural soils probably possess a cohesion greater than 500 psf. These analyses and the laboratory data indicate to us that the cause of the failure was due to oversteepening the cut slope and the addition of water. Water has the C I t T T T t t I I T I I t t -5 I I t T t I I t T I T I T t I t I T I effect of increasing the wight of the mass and decreasing the strength. Once the initial break occurred, the near satufated soil mass liquified and flowed down the slope. This type of failure is localized and does not involve deep seated failure' The remedial measures to stabilize the failure become fairly simple in comparison to a deep seated failure. Since the failure is local, remedial measures can be considered which involve replacement of the failed soil mass and providing a stable finished slope. Because of the condition of the existing foundation wall, a self supporting slope is needed. A buttress reinforced with a geogrid was selected for analysis. A geogrid is a high tensile strength, perforated plastic sheet that is placed horizontally between compacted soil layers. It adds to the strength of the soil mass. Many other means are possible, such as a caisson wall, a tie back wall, etc. It is our opinion that the geogrid reinforced buttress will be less expensive and faster to install. Other alternatives may have a higher factor of safety and will be considered if desired by the owner or the authorities. Tensar is one type of geogrid and is the type analyzed. Other manufacturers produce similar materials. Our analysis was made using a computer program developed by Tensar and is termed TENSWAL. The results of the analysis show that an 11 foot high buttress 12 fegt deep and about 64 feet long will provide a stable toe embankment to reconstruct the slope. REMEDIAL RECOMMENDATIONS The remedial design is based on stabilizing the steepened slope and to provide subsurface and surface drainage. The failed soil mass behind the house is to be removed and replaced in a compacted condition and the base buttressed with a I T I t I I I T I t I I I t I I I T I -6- reinforced geogrid embankment. Materials manufactured by Tensar are discussed, but other materials with the same or greater strength and durability can be used. REINFORCED BUTTRESS It will be best to work on about half the area at one time. This will reduce the area and exposure time. The recommendation is to construct a reinforc€d buttress about eleven feet high. Figure 5 shows the location of the buttress and Fig. 6 shows a section. Four layers of UXl500 geogrid are placed at 8 inches, 3 feet,6 feet and 10 feet above the base. The base will be on undisturbed soil at an elevation near the lower floor level. The grids will extend 12 feet back. The exposed end of the buttress will be contained with a separate geogrid wrap' Figs. 6, 6A and 6B show design details. The soil should be compacted to at l?:;st 95% of standard Proctor density, ASTM D698. Soil used in the buttress should not have rocks larger than six inches and only rocks less than two inches should be in contact with the grid. The manufactures specifications must be followed. It is anticipated that the existing slide material and some undisturbed material will be removed to install the buttress. A temporary slope of 1:1 down from the crown of the slide should allow enough room for construction. A vertical cut at the toe of one to two feet is permissible for a period of less than 24 hours. It is expected that some adjustments will be required during construction as it is not possible to cover all situations before observing the slide mass removed. Caution will be required in the event of seepage or indication of additional movement. At the top of the buttress section the compacted surface can slope at 2:1 until it intersects the natural slope at the crown of the slide. All the on site soil can be used for this frll, but larger rocks should be scattered throughout the fill. All exposed surfaces should be revegetated. It is assumed the area between the house and the buttress will be backfilled. The house is being repaired and counterforts are being formed to strengthen the uphill I I I t I I t t I t I I t I t t t I I 1 wall. This reinforcement should be able to withstand the lateral pressure of the backfill. The surface of the bacldill should be sloped away from the house and a swale formed to conduct runoff away from the buildings' Observations and testing should be made by the geotechnical engineer during construction of the buttress and drainage' SUBSURFACE DRAINAGE Subsurface drainage is an integral part of the design. This involves intercepting seepage on the back slope and conducting it out of the buttress and into the foundation drains around the house. These drains consist of a "drain board", which is a formed plastic wrapped in frlter fabric. Free draining gravel protected by frlter fabric will also work. This drain material should cover at least 50Vo of the back slope and extend to within five feet of the surface. Horizontal strips, 12 inches wide. should connect the vertical sections at six foot vertical intervals. The back slope drain leads to a six inch perforated pipe shrouded in free draining gravel (also protected with hlter fabric) which in turn leads to a gravity outfall. The drain is important to break any hydrostatic head that might develop and to reduce the available water that could saturate the buttress soils' SURFACE DRAINAGE Surface drainage must be improved. Alpine Engineers will provide a plan for surface drainage. Diverting the swale will be the most important part of this plan. It appears that diversion around the west side of the house will be feasible. The swale should be improved and provided with a compacted clay lining and revegetated. LIN{ITATIONS This report has been prepared in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no other warranty either expressed or implied. The conclusions and recommendations I I t t I I T t t I I I I T t I T T t -8- submitted in this report are based upon the data obtained from the exploratory borings and test pit at the locations indicated on Fig. 2, site observations, the proposed remediation and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the borings, test pits and exposures. Variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notif,red so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for planning and design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Signifrcant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-sile observation of excavations and testing of structural fill by a representative of the soil engineer. HEPWORTH-PAWLAK GEOTECHMCAL. INC. 'w%i *s '.8h*tn3^^\s-RCH/ro I I T I t I I t t I t I t I t t t t I !i ^i 3E \ Yo SITE -! ii k",a tn H ? n s t)E13 IE Qr r r') % \ N LOCA :: TION t!F_g:F u)24 trE: l--;z.= 193 182 HEPWORTH-PAWLAK GEOTECHNICAL, tnc.SITE LOCATION I I I I I I I I t I T I I I I I I I t BORING 1 Elev = 3986.5 BORING 2 Elev. = 3991.0 TEST PIT 1 Elw. = t1000.0 f- 4o0o t t i - 3995 _.* WC = 16.O t4= -1X) = a2 NP WC = 18,8 DD = 1OB -2tll = 38 WC = 16.1 OO = 117 UC = 24m o*o _ *'_ *o- *.- ffio- 13, 17 ,12F _26 WC = 7.5 :*4:35 -M=24 LL=28 Pl :8 12, 12, 10 10, 11 WC = 14.1 DD = 12O -2fi1 = 31 V=27 (- LOWER FLOOR ELEV. \ - 3975 - ?o?n 7,8,8 WC = 12.1 -ffi=34 L!=26 12,n WC = 16.8 @75- 3970 - HEPWORTH-PAWLAK GEOTECHNICAL. tnc.LOGS OF EXPLORATORY HOLES 193 182 I I I t I t I I t I t T I t I I T I I LEGEND I 17' 11'?2 Indicdes standard split spoon sampler. Numbers indicate number of blows of a I 1z+0 pound hammerfalling 30. to drve the sampler 6,. I I Catifornia sarnpter tl l- Ffi H Hand drive t- I B"g sample I zal : I Indicdes water rever and number days ater driiling measurement macb. P q sAYD_-_gMVEL,.crayey (sc-cc), medium dense, moist to very moist, gray to ye[ow brown.l';4 L'ontarns snaje fragments, cobbbs and some boulder size rocks. Lenses of silt and clav. l-tl l: ) CI-AY, sandy to SAND, ctayey (CL-SC), stiff, moist, shate fragments, brown to gray brown. lz -l NOTES 1. Borings were drilled sept. 9, 1993 with a track mounted cME-4s rig powering four inch continuous flight augers.2. Test pit was dug Sept. 10, 1993 with a Caterpillar SSSC backhoe. 3. Locations and erevations were obtained from hand revering, tapling from house and a site topographic map made by Alprine Engineering, Inc. crated sept. 14, 1 993.4. Elevations shown refer to arfitrary bench mark. 5. Limitations of boring information is includecl in repon. 6. I-ABOMTORY TESTING: WC = mq;srJre content in % dry unit weight. DD = dry unit weight in pcf. +4- 7o gravel and largEr. -zf,O: "/o sih and clay. LL - Liquid Umit. Pl = Phsticity Index. UC - unconfined compressive strength in psf. 193 182 HEPWORTH-PAWLAK GEOTECHNICAL, tnc. LEGEND AND NOTES FOR EXPLORATORY HOLES I I I I I t I';d lr Iri rl t ,'t a- I \ I I \ \ ^\ ""\01 I gl it ,a,ol E"\ -ol al z tfi T I t T t I T I I t I I tt,(t, UJ ts F E cl ul o E.o lr z lll E I E ('o ut I t\ l--l tt,E =o F z o o J z t \ ,:l il th =IE o e.ui o 2 l ,IJ 't.'I '.1' t Mffi '|1 ffi\ \ \ ""€sEclro*\ #:- I \k \,,itr '.. 11 i t I \ I i I I I \ I \ Eii; E= e *uo E X EIf.' ip;i T I I t t I t"x tu '7,,1 31t ryry\ $-l I I I t I I I I I I I t I I I I t T I L - U) LU ul zz oo :-z n uJo U ur:tn Zot 3gE ;- 9u;< E = "-;b€rr Xir> S-L ;=E#= F.1 9=5;l i sEil"s 8 ea;;€ c vt : S',\;Li-,. . r . .. . ,, ..rs A, ,. .4n.. .. . r .:. -.. ... .. .. , k! I :cr !.:!: \ \Ji ci; \g Oi o o'^.,!j q.a \a .<;0 t:: Oi I SKETCH OF GEOGRID REINFORCED EMBANKMENT HEPWORTH-PAWLAK GEOTECHNICAL, tnc.193 182 \ I I I T I I I I I I I I I I I I I I I I I I t I I I t I I I I I I t I t I I 't" """ : : : i;:i ;tl :.:i'"'"-i"""'.-"1'tri |:::.iii !i"- " 'ij " "'- "i' i:! |'-" '' i i :.! r.....-.......i ......--..- :' i; lij tii: ,t:: li:l : ,1 : 1:: 1:: '--..-.-.-..1........, -..4.t:?l .:: : ^-^'**,&@;^ *: """_.' ":i-"-" "'' ,..,,..,,...,.:i-...---..--... :: **- tl i: r.- l "l9iZ*t NE oAgc ;iA CS* :Deai, aPos: 4'rtlzl ALI 7€/i : i ,'....''...'.''.'.''' I : : : Errq Pe.t--t jt-c* ?ND?6 5! QP-cx*!..c '€rl ....-.-,*....-.;,:-^.......-..*i... :: :/!: // ,t- , 1',>:-/^1 ,t/'l /t :(**^r .,71 ,,.,/ . --'! : I '...'.'-.'...': C-ot lba i 4 .- . . '/'2 :;': I P.ih..N-i --"-"1 I --i -;\ '. . r'i : " '!t ' r'f': !l\a lv | \Y,l- ,, il(::! | l':r I I' . ..:i... l.Y,;t6 6fi - -D!.r i_N =#h;rl3l.:.' / \ \:.\ /ttr i,' i:: : : :-j ..- _t I i : f .,o tN tt. / '.fi ?.._....{ i ' '' '''' '''l ',orSE: 0!,lt : '''-'.. i: " -1 ;:: '''' ''- ';: '', ,i: ;F_A&...:t .rc ;; '. l.: !.i,t Pl(4) :l:: .,', I r.mft ?p.12 . . . . . _ . . - . _ . , ,, . . . . . . . . . . . . . . .i: 'r' a:::: :.; i!: "-,. "'-;i " .-" :"'?i 1::. i: : ii 193 182 HEPWORTH-PAWLAK GEOTECHNIGAL, tnc DETAILS GEOGRID REINFORCED EMBANKMENT Fis. 6A t I I I I I I I t I I I ! T t I I I I I I I I t t T t I | \-' t | .., PNOJECT MOJECT NO.e^ou 2 or4 ffi$ln m€E Drr4r r [^*) t^x teo (eun ra ru*) DrA6o6J+L '},('4zt*tt' sftiAT (a' o...) lbnsar Earth Tbcftnologieq tnc. )d s lll 3 I I I z a l|l t- lb" _i_ FA UarE : t-!+L (;;ro.oR.,t G* ,*o,{ n^ t,or), *S vlat-_ ks Tlltta UrCe Bftss-a:r- a + EKAc.r;.rc "gr&rrs )ARz 4l-r r4vAr LAA tE fr:ln bp>rgul Copsrle,,u-nad fFgoulc'r5 - t.-Touln: oA,,(E - cj l- 9eq? wv;( 8&s(q tE_"rt+r.'* b,t) I t t t l- I I / ?z- rez HH > 16 I o fia 68 t I t T t t I t T T I I I T I I I I T o 6 o G 2(, f,t o 4Z .q)9 OIAMET€N OF PANTICLE IN MILLIMETENS CLAY lO SlLr GNAVEL 35 S^NO 41 % SILT AND CLAY * "an"rtctrY tNocx 8 24* !a LloutD LtMlr 23 sAMPLE oF clayey gravel ly sand FRoM B'l @ 5' R€ OINGS U.S. 5| NtrA,l0 S(:lll€S '5o 'ao'Jo 'tar ?a rrlr t Hn. 6at MlLt l9 MIN a MIN o = a o c'az t- SolE 2 G0(J ro .!r}5 .ot .ol9 .ola . t.9 -m, DIAM€TEN OF PANTICLE IN MILLIMETERS CLAY TO SILT GFAVEL 25 a Lloulo LIMIT NP SAMPLE oF clayey s^No 33 *SILT AND CLAY 42 tl I G 6' t sand gravel PL STICITY IND€X FRoM TP 1 193 182 HEPWORTH.PI\WLAK GEOTECHNICAL, Inc. GRADATION TEST RESULTS Fig. 7 t I I t I l I t t I T t I T I I I I I t- TYPE OF SPECIHEN SOIt DESCRIPTI'JN ial ifornia t- i ner 0.2 C TYPE OF TEST consol idated, subr,rer qed . I-io r i. zont a i Diso Iacenent (inches ) s inqle s"hear s-Lrain rate - 1.001 in/min TAN O tl a -727 360 n - ksf coHEs l0N TEST NUI{BER L,lcAT | oil HEIGHT - IXCIl OIAI{ETER - IHCH ORY 0ENSITY - pcf C0NS0L. L0A0 - ksf :ICRMAL LOAD - KSf SHEAR STRESS - ksf 193 122 HEPWORTH-PAWLAK cEOTECHNICAL, tnc. DIRECI SIIEAR TEST RESULTS c,F i9 J (o 4 c o E 3 c (It o d o o () o) 3 o =o q) 3 q 0) ';'i P 'rl, o c !r h.l 6S tl: Ovl .J rn J EZr =86-=P =6 2=r, o v c{ E = - 9x 5==z iE*@ (\I EEBry EF;B $(\l N s @ (9 2 !a \t (t C' ?F rO (''J rJ)c! E*E= o N rl)co o F iEE F6H8 <o0 z-o u? F $(\I q @ e (o q @ (o z I F o ; = F5 ro€oi (tE rl)to o ct (o @ o t aa e{ii N @ cr) o) ci z --) T t I I T I I I 2?J i:l 0()fr, =F EA ()$r ul 5;UJ -n o u1 tr = 3E J'dl 31 +5 I F 5E t=H6 t I I I t t t I T t t T I t t I I T T I t I I T T I t T T I Public Forum on The Future of Vail's Open Lands Thursday, September 9, 1993 at 7:00 p.m The Town of Vail would like to invite you to a public forum to discuss the t'uture of Vail's open lands. The purpose of this forum is to receive public input on preliminary concepts ibr meeting open land needs in the Town of Vail. Specihcally Town staff would like to recieve your input on preliminary plans to obtain or protect open lands tbr outdoor recreation, environmental protection, trails, and developing a land reserve tbr unforeseen f'uture public needs. In addition to presenting preliminary plans, the Town will summarizs open land needs identitied at the August 10th public meeting. The top three issues identi- hed from the first public meering are protecting environmentally sensitive open arcas, developing a land trust to purchase developmenttighs for open lands, and extending the stream walk along Gore Creek. This public forum will be held on September 9th in the Town of Vail Council Chambers at 7:fi) p.m. If you are unablg to attend this meeting and have comments or questions, please contact Russell Fonest at the Vail Community Development office at: Town of Vail, Community Development, 75 Frontage Rd, Vail, CO 8 1657 or call at 479- 2138. o Qola = flEc'sEp e 199tr Q*"-t ftu'r*a qr*1 ; Re r: 2834 !oc.o6seA\D( , Rso -I-ot Sturr- tsorrArul Aoes pot l,t"ra SL.4r5. hOs.l-|tt to, To P,*ot-'rtL<.. I r^.root-J L\k€ Rgu{*>eA 3o Lool-Ic C/tl-J 14t<tr PTACE o'\J Autu\t'lS1 PE( Gul ouruius Bc{ Bo\tE. L-ng-tct tt1 g tth,*tr wcyA bLr S. /ea(Ftb Ot.l+f r--g ftr.s Fbatr cok , ;. t' Ed Eoc'Ls# "I,<q-+r l? J Mr. Edward C. Everett September n, L993 Page 2 you any relief. I nrn unawate of any other means or methods whereby the Town of Vail could legally participate in the re-stabilization. of the land. I would b" h"ppy to review any suggestions or legal authority for action by the Town Coulcil. Verv trulv Yours./'(-' I ./ar" y/+^1,"4 R. Thomas Moorhead Town Attorney xc: Vail Town Couneil trIIlIl-I Mark Ristow, First BanL of Vail 75 South Frontage Road Vail, Colorado 81657 303-479-2107 / FAX iO3-479-2157 ffice of Town Aftorney September 22,7993 Mr. Edward C. Everett 2834 Snowberry Drive Vail, Colorado 81657 RE: 2834 Snowberry Drive Dear Mr. Everett: I have been instructed by Coulcil to respond to your questions conceraing the ability ofthe lown of Vail to participate in the stabilization of the land and structure 2834 Snowberry Drive. As you are aware, the Town of Vail has begun the process to determine whether or not there is a dangerous conditiou th.at must be declared to be a public nuisance, and, therefore, abated by repair, rehabilitation, demolition, or removal. If such determination qf 4 dengerous condition is made, you will receive a notice and order directing you Els to what action is required to be [aken. If the required repair or demolition work is not commence6 e1 gempleted within the time specif.ed, the Town-of Vail may then proceed to cause the work to be done and charge the costs thereofagainst the pmperty or its owners' Such notices will also be served upon all individuals having a.ny record title or legaL interest in the property. The provision for abatement of this dangerous cundition is set forth tnthe IJniform Codz for the Abatement of Dangerous Build,ings, 1985 Ed,ition. I would suggest that you or yoqr representative review that document so that you are familiar with your personal rights and obligations pursuant to it. Chapter 9, Recovery of Cost of Repair or Demotion, will provide to you the infor:'mation conceming the Town's ability to recover the costs incuned. !5tle!O, Iocal Imprrcvements, of the Municipal Code of the Town ofVail provides a procedure by which improvements are constructed and special assessments are imposed agaiast real propert'ies to pay for all or a portion of the costs thereof. Towu Council has not expressed any interest in initiating a local improvement project in this instance. I would suggest that you or your representative review Title 20 to independently determine whether this would offer sr+gsr 1 o Prtr€r >TEEL a r)I / 4 -1""4, uf."Ex(T*€,o* ,,ll t/2 llo" k-,LTg €\*eE'f 2_p+Stta.llentt\ Oa a[z-r\t3 f,.$fi-f} $::;G\srEi%:o E'io- "bi.?r--i 14s6s i-* o ftr-r4grt4 Loc 4rtou8 o €ttgtT l-Cz-)a \1r [13 / a* e €))- DAu.c .4 ffi>yy Qtau-c Egrdrcecr,"q 4o q(tsilj Hzl (.boTi r.lq d EueeE.r &S+S'*;Ben/<1 D< +\+wT, 5 Pru*s-rr K $(a) t_t .iY, , EvSrruq cot)'w*, B" gcA.ts. [-fo\-lqatr:r*+ x lz'\ PqJa-4 (9 I(o"o..- e\ar\r: rJe "J bxt FBt 1 Locft-il6x1 lrl ry".'b*gl"e*f Bou{- -rb '1t' Etls-rlr.l1 d'coUe' l^rrltL SUfPONTS H\CfTOLA\ ABocJe.g*t tg L+" o.c ' NE,^-l Cc'^regE\E C oUU'l'rtrl -T./f. z + q. Z *+pA€LE ExPP'.f> 66flAja (o 4 \x4'x lo,' '/ , *o qrl. uerrninu l\b t I L- t to frufisr€\ /in E" \t'" fruAs-Ga (9) C' x'\" f,.$ie't-ry u$;;;."'.uE"9.J r--i 14e6s iF ..H . n.&i , 4fl6-u$ €$€RE?r" z;pguanSeatl 64 o o S\+EET 4 Bur€e=9 \octtiox6(a) VAq (ocy_d a'._...-_l b, F- NFp Be84 ro suoPD OT FL'C\ A0orrE 3- ztr^ta-5 o" z- lll4Xrr- tt.u. Nsrr PAD B' rd-6'v Pt'-r()vE[, rnD<> x ?'v ,\ t|/ -r() urt zes Lot+4111'rp.llFL suoPots''l -' ' b'+Z a tu't;ac."ie^*tttgg E** #q @lb"ac f&t+<ft&,E sr,s z\b- lli'oc I V N <larlrs flt";et:m sj.i.*'-''u{e r--j, t4e6s i-t Er,reRET' 2|*Sua"BmfV O,(, o o SHEET 3.cor,c[€TE ButR€SS -f\P. 3 LoaffiroN* llzrl t3 fl$.'iii--1"x S...;i"'"ttu{..t-C L: 14965 :rfr la -tF3 .;A ', / ld! 6F*ioS ,ll Ht. axtsT. u.l,aul *b R,e Bn\g15 t .Q. "I c-/ o,C , LA '-AJ l1 - EPoxy c1eoo4 44x 24 wv,lsL<I 6 lo*oc )V €Poft Q&ou]1 ""1-x{ fhtAw+ GDti@"os. (FrV vze. go" f.ltrr off FLIA,g @ r.f 6fl )r €@adq t l'--K o I WrorrJ z gt ---- .- Fl I -=rt(E-il 288+ Srlr-Bet$Y S/L o ?;(eeL PI.ATE -rlE> €tttPsoN a ttL-7{,? 3 qquqg -1'/+" 1lul13 roq eou{r-1f zlb QUR-IE ' (ReltAcE As REa) Burr-Ar Q1 4z trT.-rEtrtorL o sblEg-i- Z. n eo.* 1fd u',e oP lbtt o.€, T\f z.V|$ xz" l\ll l'%*"1'h* 6$:&r--i 14e68 irn ./.*t t n*&i t oF coU €\ERE*tt zb*st to.r&e{Frt. --A4';t-t 1" 1-1or--€ -THR\) 2) o'c'fYP' ,'o @ =\+EE-r 1. =-reeL sofPo&T5 *,{ g PuA-rE (,ASHEq It EncH' 3'x }"r-t f4u Vd''on t,t*r tr pul rvf. . hZ@ s{eEL Cd'IrC ({)rt\^- t-i e letlt3 OSr . o'{ '. {.!#$ry i--i t+sos i ,ifu, , r) --9"! N 4 anbnVc ,sf d u'w Atoor t o'e. ,./f' .-r I 5f I b" 5eAr-s 'f l\ = 1 :Faot uv€RErr z?34 9tta-$enr1 D4 o o Vrn Gildrr Insurrnc. Cotp 700 Brordwry, Su itc 1035 D.nY.r , CO 8020 3 30 3 -33 7-8500 THIS CEnIIFICA I t lS ISSUtU A5 A I$A I I Ell sl' lNFL'lll$A I l(,ll gNLr aNU CONFERS NO RIGHTS UPON T}IE CERTIFICATE HOLDER. TH|s CERTFICATE DOES NOT AMEND. EXTEI'ID OR ALTER THE COVERAGE AFFORDED 8Y T}IE POLICIES BELOW, CO*PAI.IIES AFFORDNG COVBAGE Ft'iEi* I Lraion lnrurrncc c ffitA* g The Hrrtford rnsurrnc. c TE Hrpworth-Prwlrk Gcotrchnicrl, Inc. 7840 Highwry 82 Glrnwood Spr ings @ 81601 FtlEA* c Srcurirv tn3ui. of Hrrtford @FAi{Y r LETER V copANY -LETIER E THIS IS TO CERTIFY I HA T THE POLICIES OF INSURANCE LIST ED BELOW HAVE BEEN ISSUEO TO II€ INSUREO NAMED ABOVE FOR THE POLICY PERIOD INOICATED. NOT WITHST ANDING ANY REOUIREMENT, TEFM OR CONOITION OF ANY CONTRACT OR O THER OOCLMENT WITH RESPECI TO WHICH THIS CERTIFICAIE MAY BE ISSUEO ORMAY PERTAIN, THE INSURANCE AFFOROED BY THE POLICIES OESCRIBED HEREIN IS SUBJECT TO ALL THE TEF'\,S, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LMITS SHOWNMAY HAVE BEEN REOUCED BY PAIO CLAMS. 00 ttl t!tt4 l|tnrc Fq.FYl|,,E FC.tov lttEolm Drfl(vu/tD/YV) Fq-FY lxPnll|oar Drll(ltf/D/YY) uvm B x I c(l,ttllncr^t 6tt{fMl t^rA8 .rTY :::-t""""'1 jlilj cr^rMs ri,r^or L_Xl occuR. |0r fi's t cftri^croR's Pror. 34 SBADRS 3 2S 5/ 18/93 5/18/94 G$rtBAr ^06nt6^Tt | 2.ooo ^ooo P800ucts-ctltP/0P AG6.| 2-ooo.ooo PIBSOM1 & ^W. I JUFY I t.ooo-ooo EACH OCCURRTNCI | 1.ooo.ooo FlBt |)AM Ot (^iY one lirel | 3oo -ooo Mt0. txPtNSt lAry onc lefrot I t0-000 B t{r'l x olsll UtSt-ffY A}{Y AUTO Au. 0rNt0 AUIoS scfitoutt0 ^ur0s lflRt0 lulos L N0N-0rr{f0 ^uros I 6^R 6t UAtI-l 34UECER5240 5t18/93 5t 18/94 corErxt0 srNGtt |.|MtT I BOI)II.Y INJUfrY [Pcr pcrsonl I EOI)ILY I JUBY (Par accidrn0 I PRoPlnlY Ur\4 6t I lla rctaLttBtFY | ,r.ram,,^ to* I | 0Tffn IHIN llr8ntul [0nt t^cH occuRStNct I A66it6^1t I ::::::::::::i:::::::::::,1:::; A rfltrt oot?Eta3ltBt t3 tlfi-olw'Lttat-|lY BINDER 32-029 9/O1t93 9t01t94 x sTAruroftY lrMrTs ili:.:,:i:i::i EACI1 ACCTotNT I roo ooo Drst^st-Pouc'Y uMtI | 500 -000 0rsE^st-tAcH tMPtoYtf I too ooo c ol|ltF P rofrss ione I E t O P L463742 7t16t93 7 / 16t94 31,000,000 c lrin 31,000,000 Agg 350O0 Dcductiblc EatPtpa o? o?tnrtEiI,looltp tlYlHH-t3lt?cot.|. mt|l Town of Vril Attn: Grry l{ulrrin 75 South Frontrgc Rord Wost Vril, CO 01657 SHOULD ANY OF THE ABOVEDESCRIBEO POLICIES BE CANCELLEDBEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MA|L 3O OAySWRTT T ENNOTTCE T O IHECERT rFtCA T E HOLDER NAMEOTO THE LEFT,BUTTi1nJRE TO MA|L SUCH NOTTCE SHALL MPOSE NO OBLIGATION OR LTABTLl] ypF ANy KrND UPON THE COMpANY, rT S AGENT S OR REPRESENT A TIVES.Ifr {llrrstsm Hgme SuilD+rs o",,,ffijz€J{ SNowBERRY DR, Edwerdu'bveren rHonc'/r'Ar - 300/040 4117 e-29-9 3 ATf: GARY MURAN GARY , ENCIOSED F,IJAN fS WITAT HAS EVOLVED TO DATE BETWEEN TIM BOYLE AND BTIJL KOECHT..ETN, GEOtbCttNrcATr ENGINEBR. LUIZA PETROVSKAT INTERIT,TOUNTATN ENGINEERING, IS REVrEwfr{G TTIIS AIID WTIJIJ BE CONSUTTING WITH STEVE PAWI,A'( TODAI. ANY MODIFICATIONS OR ADDITIONAL RTIEOIII{NNNA"PICTNS WILL BE ADDED AS REOUIRED. IN LIGHtr OF THTS AND TIIN NNGTNfiFEIITG YOU HAVE RECEIVED COULD WE PI,EASE PULL II'HR RF:N TAG SO SOITE OF THE REMEDIAL !gORR CAN BE STARTED? SINCERELY, ED T.ga L\I.F 6F5 lEf : '0N 3N0Hd Sll^lBH l,Jolsnl II383rr3 : l.locil boyle engineering. i*,. ^^^143 e. mcffi"t d surle Jvu crossrood sf@Ping c?nlcr \loil. colorodo 8'1657 fi3/476-2170 SHEETiIO.-OF-.--- CALCI]L rEDgy t r-,l--z DATE --_--:---=-j- CHECKEO BY DATE E-il-b. rdf, rh r1at1. Io odd Ho[ m[ mE I *?rt6l,t0 boy'e ergincering inc 143 e. .nafu,r d. surlc JYU croosroods sf@ping c? et \,ort. cdo{d 81657 n3/a76-2170 JOB SHEET CALCULATEO BY CT, OF 4-) t_,-,1-24- -1.; CHECKEO BY DATE DATE rn0qjcrro+l tr'l h)lcl lh.|d) @. |r.. oit\ rtr nlrl Toodr hr0u itrl HaI l&2,'0!* October 11, 1993 INvoIcE No. 35'l-93 Mr. Gary Murrain Town of Vail 75 s. Frontage Road Vail, CO 81657 Dear 1.1r. Murrain: PLEASE litr-rll This is Alpine Engineering, Inc's invoice for professional services pr-vided 6n the iverett -iesidence project.. These serviceg were iendered from September 1, 1993 through Septenber 30' 1993' The services provided were as follows: Prepare a topographic maP for the Everett Residence project (progress billing). 2-survey Crew 5.00 hrs. x 80-00 Eerbst - 1.00 hrs. x 45.00 Cousins 16.00 hrs. x 40.00 uPs AEI computer plotting $OTAI, AXOUT*T DT'E TEIS INVOICE: Please reuit payment to: AJ-Pine 400.00 45.00 640.00 9.90 6.00 sr,_1g0.eq Engineering, Inc. P.O. Box 97 Edwards, CO 81632 XAK/In JOB NO. 78215 Eowarcs Business Center . P.O. Box 97 . Eowards, Colcrado 81632 . 303/S26-3373 ' FAX 304926-3i[10 E\le s JOB SHEET NO. -oF bqy'e cngincering. inc 143 e mAodo,,y dr. surla 390 crcsrcods shopPir€ c€ntcf voil colorodo 81657 fi3/a76-2170 "o."r*r.o ""--fM-6- oor. CHECKED BY Pfipugl20+l ({sss}t6l tPd|.} @ohc,6rfio' 8rr 0U'l.Io O{.rE6r m[ fti1{0at-8fi b)o/lc er€inccring. inc. 143 ?. m€odo/v d. suita 390 crGsrooc$ shoppir€ cenl"r \oil. colorodo 81657 3nf./476-2170 cttcv,*eoev--aME- o,.,,e .1- Z+ - 13 CHECKED gY SCALE m0OXf 2g+1 lu.d. Sa.g| IGI {Ed.d} @1rt , Grmrr nr. otfl.lo odr ftlol{ T![ nE I Aszt"tu v de er€ineerir€. ir€ '1 d3 e. maodo,v df suite 39 0 c'rossroods sfr@Pirlg cenlcl \oil. colo(odo 81657 fi3/a76-217O "o.rr" rro r" Il'4 R: o^r. DATE CHECKED BY SCALE pflncta+1 (9r|r)&lFltq@orr.G,oh$t otot.Too{lttof 'totlrEtl'szt6rr a MEMORANDUM FR: Tom Moo rr"'^rhead ",,.'u Stp !DA: Sepbmber 1, 1993 f'93 RE: Edrard Everefi Building Permit Gary, athcned is conespondence from Fred Builer, Attomey at Lrilrr, on behalf ol Ed Everet's neighbor, Levis Pennock. After you have an opportunity to review the conespondence, please contract me so we can discuss what, if any, action we need to take in regard to his assertons. Thank you.F* C'herr€\onherrrQc . I i;5 ir ',.r.r. ri,j i(ri. f .. ',)il il,,,rj lt.i :i:rr n i. l ,r r.r.l'r 8'a0l ' ' li -l:: r' : ,1 .. la r :.r. ., ir ,,August 27,1993 Town of Vail Attn: Mr. Gary Murrain 75 South Frontage Road West Vail, CO 81657-5096 Subject:Proposal for Geotechnical Engineering Study, Slope Failure Behind Residence, 2834 Snowberry Drive, Vail, Colorado RFP 4 93 08 09 Dear Mr. Murrain: Chen-Northern, Inc. is pleased to submit this proposal to conduct a geotechnical engineering study for the slope failure and remediation at 2834 Snowberry Drive, Vail, Colorado. We have previously performed a geotechnical investigation near this site, for the extension of Snowberry Drive and a water tank. Understanding of Project: We understand that earlier this year, during construction, the cut slope behind the new residence failed. The owner of the property, Mr. Ed Everett, has reported to us that prior to the failure there was considerable seepage through the cut slope. At your invitation, we visited the site on August 18, 1993. At the time of our visit there was some seepage coming out of the slope and draining into the trench which has been excavatedaround the residence. We also observed the damage to the rear foundation wall of the residence. Based on our previous experience in the general area and our observations during our site visit, subsurface conditions are anticipated to consist predominately of silty sands with some gravel cobbles and boulders, underlain by sandstone bedrock with the dip parallel to the slope. Scope of Work: Our proposed investigation will provide the necessary personnel, equipment and materials to explore the site, perform laboratory testing, and provide geotechnical analyses to evaluate the slope failure and provide recommendations for remedial action to stabilize the slope. Based on our knowledge of your requirements the following scope of work is proposed: 1) Review of Maps and Plans: A review of the building and grading plans will be performed to assist in accessing the pre-failure conditions. We will also review available geologic mapping and aerial photographs of the site and adjacent areas to help define the existing conditions. Town of Vail August 27,1993 Page 2 2)Subsurface Exploration: A program of subsurface investigation will be conducted at the site to determine subsurface conditions, depth to free water andforbedrock (if encountered), and to obtain samples for laboratory testing. Two borings will be drilled at the site. The borings will be drilled to depths of about 75 feet below existing ground surface or refusal (which ever occurs first). The borings will be drilled with solid or hollow stem auger drilling equipment. Each of the borings will be visually logged and sampled at regrrlar intervals and at changes in subsurface soils. Both undisturbed and disturbed soil samples will be obtained. Driving blow counts for the undisturbed samples and continuous logs of soil conditions encountered by the borings will be recorded by our field engineer. Based on conditions at the time of our site visit, we anticipate that the site is presently accessible by track-mounted ATV drilling equipment through tbe id;acent property to the east. Boring locations will be staked by our personnel. We will obtain utility clearances at the boring locations before beginning our fieldwork. For the purpose of this proposal, we assume that the adjacent property owner will grant access permission without requiring a fee. Laboratory Testing: Soil samples obtained during exploratory drilling will be tested in the laboratory to determine their engineering properties. I-aboratory testing will include moisture-density determinations, grain size (gradations), Atterberg Limits and soil strength tests. Data Analyses and Report: Data obtained from the exploratory borings and the laboratory testing program will be evaluated. Evaluation of the laboratory data and field boring summary sheets will be performed. The findingB of our evaluation will be presented in a report. The report, which will be prepared under the supervision of a registered professional geologist and engineer, will include the following: e I description of the field and laboratory procedures used in the investigation. r I discussion of the materials encountered in the exploratory borings and specific engineering properties of the materials. 3) 4) Chen€Northern.lnc ConsLrlting Engrneers and Sc|enlisls Town of Vail August 27,7993 Page 3 . I-ogs of the exploratory borings summarizing the soil conditions encountered, results of laboratory testing and a plan indicating the location of the borings. . Evaluate the results of the field and laboratory investigations to determine the engineering properties of the on site soils and the relative elevation of groundwater, if encountered. r Perform a slope stability analysis to determine the inherent stability of the existing cut and to provide geotechnical recommendations for remediation designs such as retaining walls and subdrains. The Town of Vail will need to enlist the services of a qualified civil/structural sngineer to design t}te actual mitigation structures. Our report will provide all of the necessary geotechnical parameters for the design. Fee: Our consulting services will be provided on a time and materials basis in accordance with our current Schedule of Fees and Standard Conditions (attached). Professional fees for the scope of work described herein are estimated to be $4500 - $4800. This estimate should be considered a not-to-exceed dollar amount, and includes drilling and professional services. Please understand that if shallow bedrock is encountered the drilling and laboratory costs may be significantly reduced. Our estimate :Nsumes that ready access at the site will be available without additional cost to us. Schedule: Site exploration can begin within three to ten days following receipt of your written notification to proceed, depending upon equipment availability and weather conditions. One to two days will be required to complete the exploratory field work. Preliminary data and recommendations will be provided as needed during the course of the investigatiorq and upon completion of laboratory tests, which is normally within two weeks after the field work is completed. Three copies of the final report will be presented within three weeks after completion of the field work. Closure: During the course of this work we will carry Workers' Compensation insurance as required by law and public liability and property damage as outlined in the General Conditions. We can also provide certificates of professional liability insurance if you so desire. Our findings and recommendations will be prepared in accordance with generally accepted professional engineering and engineering geologic principles and practice in this area of Colorado. Chen€Northern,lnc.Consuitang Engrneers and Scientists Town of Vail August 27,1993 Page 4 If this proposal meets with your approval, please sign the original and the copy of the attached Agreement for Professional Services Agreement and return both to this office. We will execute the Agreement and return one copy to you. Please do not hesitate to contact the undersigned or Mr. Tom Allen, Manager of Engineering, if you have any questions or wish to discuss this proposal in greater detail. The opportunity to present this proposal is appreciated. We look forward to continuing our working relationship with you. Sincerely, CHEN-NORTHERN. INC. .4il-4 C*- (_/t Fred,R. Cameron- P.G. Project Geologist Rev. By: TI-A FRC/rh Attachments Chen€Northern.lnc Consulting Engineers and Scienlisls HUNTINGDON WESTERN GROUP COMPANIES Chen-Northern, lnc.; Thomas-Hartig & Associates, Inc.; Schaefer Dixon Associates, Inc.; Hezog.Associates, Inc. PROFESSIONAL SERVICES AGREEMENT Projec-t Name: Project Location: Oient: Stro€t Addrsss: City and Stal6: Date: Projecl No: Consultant: St eel Address: Clty and State: 4rrgrst 27, 1aQ3 Ctron-l.lorthom, Inc. sotn Road 1g Glonwood Sprinos CO 81dX SCOPE OF SERVICES: Tho 6cope of Consultant's sorvicos is es described in th€ proposal 8n6ch€d horoto and incorporatod by rolerence heroin. In tho absonce of such proposal, the scopo of Consultant's ssrvices is limited to the following: (oo ef f :r'hod I ottor {Continue on attachod sheet if necoss8ry). SCHEDULE oF sERVICES: Consultant's sarvicas 6hall comm3nc€ on a date no l6t€r than ard shall be complotcd on or about _, unless olhorwise modifiod pursuant to Section 1 of this Agroement. Cliont 6hall givo Consultant notico to proceoiiiiiJEiiiissrvic"", provided that such notico shall be givon no lat6r than the commencemcnt dato €p€cifiod horsin. (Continue on attached sheet if necossary). FEE: Consultant proposos to porform and cornploto its 6ervicos on s timq and oxpense basis in accordanca with tho attachod Schcdulo of Charges. On this basis Consultant'G opinion ol probable cost is S 4500 - $4R00 . lf Consultant and Client havo agreed to a lump sum ongagoment. such LUMP SUM is $subioct to adjustm6nt pur€uant to Soction 1 of this Agroamsnt. CONDTTIONS: Tho following Terms and Conditions aro incorporated into and mado a part of this Professional S€ryic€s Agf6omontl TERMS AND COND|T|ONS 1 . cltANGEs TO SCOPE oF sERVlcEs. Cli€nt, without invalid8ting this Agrooment, may roquest a change in tho scopo of sowiccs by submitting a change proposal to Consultant €atting forth in dctail tho naturo of ths requostod change. Consultsnt 8h6ll issu€ to cli€nt a change propoaal setting forth an adiustm€nt to the lee for eervices roprosonting th€ valuo of th€ loquested chenge. Following Cliant's reviow of Consultant's change proposal, Cliont 6hall diroct Consultant in $ffiting to porform euch changcs in lh€ 6cops of sorvicos at the agroed adiustcd fec. Consultant and Cli6nt shall cxacuto such chango order, and it shall be dsomod to bo an amondmont to this Agro6msnt. 2. PRoJECT INFORMATIoN. Oi6nt will mako availsbl€ for Consultant's roview all lvailablc information regarding proiect conditions or ;oquilements that m€y bo rslevant to or affect tho sarvicos to bc porformed undor this Agr€cmont, including, but not limitad to, infomation Cliont knows, asaumos or may suspect with respoct to hazardous or potontially hazardous substancos or wastos. Client will immcdistoly transmit to Consultant any new information concorning the proiect that bscomos availablo to it, 6ithsr dirocdy or indirecdy, during tho performanco of this Agroemont. Cliont agre3s to lotrder roasonablo assistanco as requ66tsd by Consultsnt so tho porformano€ of the services under this Agroomont msy procesd without delsy or interfersnco. Consultant will not bo lisble lor any advico, iudgmont or dscision boeed on inaccutate or incompleto information fumishcd by clionl or othors engaged by or tor Clisnt. and Clisnt will defend, indemnify and hold harmloss Consultant against snY claims, obligations and liabilities afising trom or rolatod lo such inaccurate or incompletc information, or trom or r€latad to Client's tailuro to proMdo information as roquirod by this Paragraph. SITE CONDmO S. Cli€nt ogr6€s that it is solely responsiblo for proj€ct sito conditiohs during tho courso of Consultant's activities under this Agro€ment. Neither the profsssional activitios ot Consultant, nor the prssonco of Consultont's omployees or subcontractors, thall bo construod to imply that Consultant has any respongibitity with tespoct to 6its conditions o. proiect safoty in.or€bout tho proioct sito. Consultant will be onlv .ospon8ible for its own employees' safoty on tha projoct sito. Cliont acknowladgos that Consultant is lequirad to tako appropri€to precautions to protaot tho hsalth and safety of its omplovoca and agonts. in accordanaa with applicablo laws and rcgulations. Ptoioct site conditions that are not discloeod by Client to Gonsultant, and that require omployoe and workplace eafety precautions beyond those roasonably antioipatcd at thc tims of oxscution of this Agrooment, shall necsssitats a wdttsn change proposal and an appropriato adiuslrnont in Consultant's foo. PERMITS AT{D RIGHT OF EI{TRY. CIiONt €hAII bE responsiblo for obtaining all polmits ard aPprovals roquired by law or regulation for Consulttnt to provids th6 sorvio€s under this Agroomsnt. Cliont thall provido for th8 right to ont6r or aocoaa a site as may bo requirod to fultill tho ecope of soryicos authodzcd bY this Agt66m€nt on proportv owned by Cliont or by othors including. but not limited to, govetnm.ntd units. Cliont will indicato proporty lines and be r€sponsible lor ths accuracy of any markors. qirnt undorstands that uso of oquipmont ot porfomanoc of tho servicas may causa 6om6 damage, tho coraction of which is not a part of this Agr€omont. Cli€nt also undorstands that tho discovery of certain conditions and/or taking preventivs moasuros relativo to those conditions mav rosult in a toduction of sn itom's ot a property'6 valu€. Accordingly, Client wsives anY claim against Consultanl, and agrees to defend, indemnify and hold Consultant harmless, oxcopt to the €xtont Consultant is found to bo negligont or to havo ongaged in willful misconduct, against anv clsims, obligations or liabilitios arising from or relstad lo any procodures associated with the s€rvicss to be prcidad urder this Ag.ao.nent, or with entry to a site, including without limitstion. claims, obligations and liabilities arising from or related to hazardous substancss or wastes. AnY cost or expense associated with Consultant's obtaining sccoss to th€ proj6ct sits undel citcumstanc€s whero such accoss is impoded, whslhel such access in impeded by rgason of logal or regulatory barriors. physical barriers, or human actiMty (such as pickoting arising from labor disputes or otherwisol are the solo responsibility of Client, STANDARD OF CARE. Professionsl servic€s performed by Consultant undor this Agreement will b€ conductod in a manner consistent with the levol of care and skill ordinadly exsrcised by mombers of Consultant's profession currontly procticing in ths same localitv undet similar conditions. No othol toprosentation, arpross or impli6d. and no w€tranty or guarante€ is included or intonded in this Agroem€nt, or in any roport, opinion or documont. Client acknowlodges that intgrpretations and rocommendations by Consultant are based solely on the information available, and that Consultant will not be rosponsible lor int€rprotation or use by others of informadon provided by consultant under this Agroom€nt. Cliont r€cognizas that conditions msyvary from thosa ancounteaod at tha pteciso location whefo investigations aro corductod by Consultant. Cliant agr€e6 to defend, indemnify and hold Consultant harmlsss against any claims, obligations and liabilities arising from or relatad to th8 intorpretstion by third parties of information providsd by Consultant uMor tNs Agreement. as well as from any cloims, obligations and liabilitias ol any kind whioh may be assertod by any person claiming to be a third-party beneficiary of this Agreomont or of information provided by Consultant horeundsr, SUBTERFANEAN sTRUCTURES ANO UTUNES. Cliont witl be rosponsiblo for locating all priv8te and public subt€ranean atructuros and utilities and for dolinoating an accaptablo acco8a route for cquipmont and p€rsonnol if public road access in unavsilabl€. Client sgrsos to defend, indemnify and hold Consultant harmlegs from and agsinst any claims, obligations and liabilities arising from oi tolatad to damage {i} to subterransan structuros ol utilities. th€ existence and location o{ w}ich was not cotroctly locatod, doscribod or furnish€d by Client, 8nd (ii) to the acc€ss route to th€ oxtont it is not on public roads. F(,rther, it is uMarstood by Cliont that in ths normd courso of tha work soma damaga to or at the site m8y occur. Whils Consultant witl tako loasonable procautions to minimize damago, Consultant has not includod the cost of rgstoration in its p;oposal to Client, and will not ba liablo for such damag€' Ths corroction of 6uch damage is th6 solo roaponsibility of Cliont. PAYMENT TERMS. Cli€nt will paY Consultant for services and Gxpenses in accord€nco with the sgrosd proj€ct tBo ard eny foo and cost schedules aftachod to this Agroemont and incorporcted by totot€nco hetoin. Consultant's invoices will be prosented at ths completion of its work. or monthly, as specifiod in the quotation. and will be paid !,{ithin thirtY (3O} dsys of recoipt by Cliont or Cli€nt's authorized roptos6ntadv€. Cfiont agroos to p€y a finance charge of 1 1l2 per month on past due accounts, or the maximum allowod by law if such maximum is less than 1 112% per month. ATTORT{EYS FEES. Should sither party to this Aqroemsnt bdng suit to enforce this Agreement, it is sgrs€d that the provailing party shall bo ontided to rocover its costs, oxpenses snd r€asonablo €ttorneys foos. A prevoiling party is a paftV that shall hsvs obtainod a finaliudgmont or order no longor subisct to spped. In th6 evsnt of a sottlemgnt before fin8l adiudication, both partiss shall bear thoir own respectivo costs, exponses and roasonable attornoys feos, unless otherwise agroed. Any obligation s€t forth in this Agroement requiring Client to defond. indomnify and hold Consultant harmless shall include payment by Client of Consultsnt's roasonabl€ attorneys feos whon end as incuned. Notwithstanding anything to the contrary, Cliont shall be fully liable for all collection fees or axpensos incurred by consultant to collect any outstardi]}g invoicos. CONFIDEI{IIAUTY. All datadeveloped pursusntto the porfomanco of services under this Agrsoment, or supplied to or obtained by Consultant from Cliant or eny of their subcontractora or agents. will be trestcd as confidential, and will only be relaased to those individuals 'dcntifi6d bY Clisnt 6s appropdate racipionts ol such information. Concopts, 6yatems, toports, methodolow and ideas dovelopod by Consultant during performancc of the servicos authorizod under this Agroement, and all othol propriotary ot tlado sacret information ol Consult€nt, shall romain tho property of Consultanl. Confidenti€l information thsll not be disclosod to any third psrty without th€ prior written consent of Clisnt or Consultant as tha case may ba' Upon completion of sorvicoggr other t6rmination under this Agrooment. any confidoptial information provided by Cliont 8rd rotained by Consultant shall be .etutn€d to Client upon Client's requast. The mutual obligations set forth in this paragrsph shsll survive until oithor Consultant ot Cliont. as appropriate. woives such confidentidity. or until such confidential infotmation bocomos Evailablo to th€ g€n€ral public without the f€ult of oither party to this Agtaatnont. Unlass otherwisc tequircd by law, Consult€nt shall not havo the rosponsibility or €uthodty to notify any govgrnmental sgoncy of mattors pBrtaining to the projoct or proj€ct sito sonditions. unloss Client requ€sts and authorizes Consultant to provide such notificstion solely on Client's behalf, ard Cliont shall be sololy responsible for the subiect mafter and contont of such notification. Client will dofond indemnify grd hold Con8ultant hstmloss from snd against any clsims. obligations and liabilitios arising from or lolated to 6uch notification. FORCE MATEURE. Consultant shall not bo liable to Ctiont for arry loss, liability, cost, damago or exponsa arising out of the dolay or failura to tonder servicss undgr this Agreemonl wharo such delay or tailuro 7. e R 6. 10. 13. srises by rooson of legislativc. administrativo or goverrvnent prolibition, ftro, wosthor conditions. hostilitiqs, civil distutances, labor or industdal disputes, acts of God or 6ny othor ovont boYord tho reasonablo control of Consultant, in wtich gvont oither party m6y t€rminato that portion of tho servicos undor this Agreement not yot comglet€d, and Consultant shall have no furthor liabilitv to Client thorefor. A chango authorization extcrding tho tim€ to parform and stating an app.opriats f€s adiustment maY bo eloctsd by rflJtual agrsomont of th6 pcrties hsroto as 6n altornativo to tcrmination, pur€uant lo Psragraph 1 of this Agr€omont, cuE lT DELAYS. lf Consultant is dol€v.d in pcrformance of Gorvicos undar this Agloemcnt duo to circumstancas caus6d or cGatod by Client, or which ar6 otharwiso Clasnt's tssponsibility, th€ time for performanco of ttis Aoroom€nt shall bo sxtsndod by I period equal to ths tima lost by reason of the dol8y. Consultant will bo ontitlod to paYmont for its r€asonable additional charges arising from or tolalod to the delav. UNFORESEEN (rc-CURREf{c€s. lf. durino tho performance of sowicos utdor this Agraom6nt, any un{orassen conditions or occurancss. including without limitation unfoacsasn hazaldous aubatancoa of waate' are cncosntcrcd which. in Consultant'E €ol€ iudgm6nt, maysigrfficandv affoot the sorvicos, ths risk involvrd in provlding tho 3crvicos, or tho scopo of servicos, Client wilt sg.oo vrith Consultant to modifY th€ acopo of sorvicos rnd Consultant will provido an estimat€ of addi$onal ohargos to includo provision lor tho previously unforosean circumatanc€s. Such sstimats, whon cxocstod by Clionl 8nd Consulttnt will be a vatid chrneo ptopoaal in acgordanc! with tho provi€ioN of Soction 1 of this Agroomont. As an altomativ€, Comultant mly toatrinato s€rvicos und€l thas Agre€m6nt in wdting cffectivc on tho dsto specified by Consultant, in wtich 6vent Client shall pay Consultdnt for aorvicos porfotmed to th! dato of Termination. plus roasonable cxponsos of tarrin6tion. TERItllMTlof{. Ttis Agrccm.nt may b€ tominttGd by eithcr p{rty upon ton days writton notics if thcrc is a sub3tantid failura by tha othct party to pGrfom- Tsrminaiion will mt b€ offcctivo if substantial fellurs to podorm is romodiod bcforc dqiration of th! tcn day period. Upon tomimtion, Consultsnt will bo prid for sorvicos porfoamod to tho dato of t.lmilvltion. plus reasonatrle tcrmination cxponaos gnd s:gensos associstod with ptoirct servicos provided urd.r this Agrc6mcnt. TA)(ES At{O ADJUSTMEIffA. Unloss otftcrwise spocificd, fees for sorviaos plovil€d undor this Agrecmont do not includs applicsblo aalos tdcs or othor taxes oa a36.3smtrta, atl of wtrich shall be chargcable to Cliont. Unbss this Agrosmoni statas a fixed feo. Con3ultant rssorves tho right to pcdodioslly roviqw snd revise charges for tho rordoring ol ptojoct s€rvicoa to raflact lsasonabla adiusttncnG in tho costs incurrod by consultanl in carrying out or rordodng proicct 8orvio96, whothar rGlatgd to thc Gost o{ mat6dal6, labor, ovcrhcad or otholwisE. Pursrant to Paragraph 1 of ttis Agtocmont- sAl/tPfEs AND WASTE DISPOSITION, Cliont shall b€ sololy rosponsible for proper disposal of all contaminatod and/or wasto msterials. including, but not limit€d to, contaminatod pe(sonal protoctiv€ oqipment, samplos. wasto matorials afd producod s{rils or fluids at or Eubmifted f(om tho proiect site. Consultant. at its sol€ discretion, may dispose of any romaining rosidue, semples or €pecimons immcdi€tely upon complotion of tcst8 as follows: llool-tIAZABOoUS: Consultsnt may rstain non- hszardous samples and/or residuos lor a minimum of trrirty days 6ftsr submission of its roport to Cliont. At Con6ultant'G oplion. or upon roquost bV Clisnt in writing, such sampl€s will b€ shippsd, at cliont's o)(ponso. to a dastination solocted by Cliont. or Consultant msy 6tor6 thom lor an agaoed 6toragc charge and time period. Cliont agrees that Clicnt will not hold Consultsnt r66ponsiblo or liable for any loss or damago of tost spocimcns or samples retainod in atorago. HAZARDoUS/PoTEtttTlAllY HAZARDoUS: Cliont is rssponsiblo for stt hazardous ot potantially hazardous rnatorials. substances or vtastos that aro pr63€nt on ftc proiect site and/or submittod to consultdnt. Sflnplos dotominod to contain or suspocted of containing any hazardous or potaniially ha2atdous matodab, aubstancos or wastos will tsfirtin the pr@orty of Clisn! who will ba solely .nd complstely rosponsiblo for th6it propor di6posal. Aftor complotion of tosting, ard at Cliont's 5ol€ oxpcnss, Consultant may clact to (il rotum such samples and/or tc6idua to Cfiant or tho ptojoct eite; or fii) hava suoh eamplos snd/or rosiduo transport6d to a location sel€ctod by Crant for final disposal; or (iii) diePoso of tho samplos. C0ant agroc6 to pay dl costt plus a handling charge associatod with tho 3torag6, trrnsport and disposal of s€mplos and/or 16sidrJo. A|{IFESTS: Cliont agraes to furnish, at Consultant's rcquost. any and sll manif€sts {or disposal undor Cli6n1's gensrator numbor and signod by Client as ccnctatoa. RAAT|O SHIP OF PARTIE$. . Consultant and its cnployccs, agants, dffliltos and subcontractoE shsll act soloty a3 indopcndont conttaoto6 in podom{ng sorvicos urder this Agraomcnt. Exccpt as spacifically providcd in this Agrcom.nt, Con${tant shdl h8\ta no right or authodtv to tct for Cli6nt and will not ontor ifito any contract of othot agraomont. or incur any dobr. liabitity or obligation of any -natura in tha name of, o. on bahalf of, Client. Consultant. its €mployoss, agsnts, affilistes 6nd s[boonttactots shall not be considarcd agonts ol employeos of Client. Rtlianca upon Ule sowices provided undor this Agto'mont is liflitod to Client, 8rd any third partY rslianco that may b3 .vailablo is contingont uPon writton agteomonl oxooutod by consuftant and upon tho full exocution by tho third p6rtY of a lattsr of undoGtanding providod by Consultant, Cliont acknowlodges tt€t thc farvioes provided und€r ttis Agroomont shatl in no tay bo aonttruod, dasigncd or Intcndod to bo reliod upon as logd advico or int6rprotation. tlof{lTORlNG. lf Consultant is retinod to providc ! sito aeprosontalivo to monitor spocific podions -of proioct wotk of other fi6ld servioos os set forth in this Agiu"-"nt, than tho following applios: For the 14. 17. specif ied assignmont. Consultant's teprosentativ€s will report obsorvations and professional opinions to Cliont or its dgsignat6d r6prsssntativo. No oction of Consultant can be construod as 6{teling any 6910ement between Cliont and others. Consultant wall roport to Client any observod proiect work within iho scopo of s€rvices which, in tho Consultant's opinion. does not conform with Cliont'€ specific€tions. Consultant has no right to rojeci or stop work of ony 8g€nt of Cliont. Consultant's prosenco on sito doos not, in ony way, guarant€o the completion or quality of th€ p€rformance of the work o{ any party rotained by Client to provide project relsted services. Consultant's monitoring of proj€ct work doos not cleato any rssponsibilitY ol Consultant for projoct or sit€ satety conditions, which are the sole responsibility of Clisnt. Clienl shsll defend, indomnify and hold consultant harml€ss aoainst anv claims, obligations 6nd lisbiliti€s arising from or relatod to proiect site conditions or claims related to site safoty conditions. THIRD PARTY CLAIMS. In th€ event anv third p€ny brings a suit or a claim for damagos against Consultant slleging oxposure to or damage from materisls, elements or constituents at or from ths projact sit€ before, during or after sewices are performod by Consultant undot this Agro€mont, which is alleged to have resulted in or csused any adverse condition to any third party or r6sultod in claims adsing from remedial action. cloanup. uninhabitability of propertY, or oth€f proporty damags, Client, axcapt to tho extent o{ Consultant's gross nogligonce or willful misconduct' agrees to dsfond. indemrify and hold Consultant har.nlass against any auch suit or claim and any obligation or liability arising therofrom. HAZARDOUS SUBSTANCE AND WASTE RESPoNSIAIUnES. WHC agreos to thc maximum extent p€rmitt€d by law to def€nd, indemnify and hold hsrmless Subcontractor against 8ny and all claims, oblig€tions and liabilities arising from or related to (i) WHC's Molation of any faderal. stat€ or local st6tuto, regulation or ordinanco rolating to the disposal or handling of hazardous substancos or constituonts; (iil WHC'S fsiluro to disclose th€ ptesonce ot such h6zardous substances or constituonts; (iii) changed site conditiom or hazardous aubstancos or constituonts introducod at the proi6ct sit€ by WHC or o third pany beloro, during or 6fter the completion of Subcontractor'E aorvicos undor this Agroomont; (ivl WHC'S undertsking of or arrengementtor tho handling. r€moval, troatm€nt. 6torago, transportation or disposal of hazardous substances or constitugnts lound o( identiliod at tho proisct sito; (vl sllegations that Subconttactor is a handler, artangor, genetator, op6rator, tr€at6a, storer, transportoa, or disposor unda. th€ federal Resource Consewation and Rocovsry Act. Comprehensive Environm€ntal Response, Componsation ad U€bility Act, ot any applicable or similar fad6aal. stato or local statut€. r€gulation or ordinance. Tho forogoing indemrltY and r€sponsibility provisions includo. without limitstion, any claims or lisbilities that mav bo assertod against Subcontractor that ariss from or ato lolst€d to anv alloged conbmination of any aquifor as a result of subsurface contamination dleged to have occuned by reason of tho octiviti06 of Subcontraactor- INSURANCE. Consultant maintains Worker's Compensation. public liabilitv. professional liability, property d6mage and such other insurance policies that it doems to be adequato, within its disc(€tion. Cortificatss of insuranc6 for all such policios shall bo provided to Cliont upon request. G€NERAL INDEMNITY. Client agrees to dof€nd, indemnify and hold harmloss Consultant agsinst 8ny claims, obligations and liabilitiss arising from or rolated to th€ porformanco of project seryices undof this Agroomont. or occurring or resulting from Oi€nt's utilization of Consultant's r€ports. othor than to the oxtent thst Consultant is found to be at fault (unless Consultant is otherwiso indemnified undor this Agreement without regard to faultl. Client furthor agrees to obtain, msintain snd pay for such insurance covorage, including without limitation contractu€l liabilitv insuranco coverage. so as to insur€ the provisions of this paragraph. Such coverago is not intordod to and shell not in ony manner limit th6 liability and obligations of Cliont und€r this Agroemont. UMITATION oF LIAS|UTY, cliont hereby agtees, ro tho fullest oxtent permitted bV law. that Consultant's total liability to Client lor any and all iniuries, cl€ims, lossgs, exponses or damages whatsoever arising out of or in any way related to the proiect ol this Agrosment. from any cause o( causes, including but not limited to Consultant's negligence, orrors, omissions, sttict liability, bresch of contract, or othorwiso. will not exceed (i) th€ totsl compensation recoived by Consultant undor this Agroement, or (ii) S5o.OOo. whichsver is tho greatef amount. In no event shall Consultant be liable for spocial, incidantal, exemplEry, punitivo or consequeotisl damagas, LIMITATIONS PERloD. All lagal actions by cliont against Consultant shall bo barrod aftsr two yea.s havo passod from th€ tim€ Cliont know or ehould have known o{ its cleim, and und6r no ci(cumstsnces shall b€ initiatsd 6fter three yoars have passod from tho dst€ on which Consultant substantiallv comploted its services or from tho date upon which Consultant's s€rvicas were termin€ted, whichevsr date shall oadior occur. SUACONTRACT AND ASSIGNMENT AUTHORPAIO . Consultant shdt havs th€ t'fgbt to subcontract proiect servicas to be providod undsr this Agreement to qualifiod providors of ssrvices solectod bY Consultant. The foss ard costs of such aubconttactor(s) shall be included in Consultant's {eo as specified in this Agroem€nt, unl€ss Cli€nt agroos that subconttactor seryicas are to bo dirocdy billod to Client. Consultant shall havo the right to assign and delegate any portion or all of its rights and obligations undor tNs Agreemsnt to qualified providets of eorvices selectod by consultant, provided that such providers of ssrvices aro rolated to consultant 6s paront. subsidiary or otherwiso affiliated entities. Such assignment and delogation shall be on the s€me torms and conditions as set lorth in this Agrooment, oxcept that th€ assignoo's share of tho foo {oa Gorvicos and tho scopo of work shall be set lorth in a schodulo that incorporates by fefsr€nco th€ torms and conditions of this Agrooment. unless othorwiso modifisd. Such schedulo shall includo an oxpress assignm€nt and d€logation by Consultant,8nd accoptanco of such assignmont and dologation by ths sssignoe' Client heroby ptospectivelv consonta to and ratifias such assignmont and delegation, which shall be effected st 21. 18.22. a1 lo 20 29. 31.27. the discrotion of Consultant. Client ag.ess to deal di(ectly with assignoo as necessary and appropriate in accordance with tho terms and conditions of this ag.eement as modified by the assignmont and delegation. SEVERABILITY. lf any provision of this Agroomont is hold by a court of compotent iudsdiclion to be void of unenforceable, the remaining provisions shall continue in full forco 8nd effoct. SURVIVAL. Tho obligations under Soctions 5.7, 8, 9, 14, 15, 18, 19, 21, 22, 23, 25, 26,gnd 30 shall survive the completion of tho services horoundsr and the termination of this Aoreemont' NOTICES, Any notice roquirod to b6 given by oither partv to the other under this Agr€oment shall be in writing and shatl bo deomed givon it ssnt to tho othor, at tho address set forth in this Agroomont, by United Ststos mail, certified or rogistered. toturn receipt rsquested, prepaid- COUNTERPARTS. This Agreomoot msy be oxscuted in eny number of countorparts. each of which will be doomod an original, but all of which will constituto ono and the sam€ instrumont. DLSCLAIMER OF WARRANTIES. Consultant m6kes no warranty, expressod or implied, including without limitation, implied warranties of me.ch€ntability. suitability for a particular purpose, or design. GOVERI{lNG LAW. This AOreemont sh€ll be governed by and construod in eccordanco with tho laws of tho ststo in which Consultant is incorporatod or the stats in which the pro.j€ct soryices ato porformod. such choico of law to be at the election of Consultant. ENTIRE AGREEMENT. This Agrooment constitutos tho sole and ontire agreemant betw€en Clisnt and Consultanl. This Agreement leplaces and suParsedss all prior discussions and Agrooments botweon and 6mong Client and Consultant with rospoct to tho matters herein teferenced. 24. 26. AUTHORTZATION: Subiect to r€c€ipt of Eny spscifiod r€tainor, tho undorsignod agrss to the torms and conditions of this Agr66mont, CHEN.NORTHERN. INC.Client Title: 8y:By: Titl6: RA-D INVESTIGATTON EXHIBIT ''A CHEN-NORTHERN, INC. GLENWOOD SPRINGS, COLORADO PROFESSIONAL FEE SCHEDULE €{foctivo January 1. 1993 Town of Vail Attn: Gary Murrain Slope Failure Behind Res., 2834 Snowberry Drive,Vail, C0 Ddllino & sta.da(d sa.npling ..... Track-Mountod Drill Rig ....... Ratos Quotcd $1OO - $ 12o/t|o(lr $lzK, - S l6o/hour Sl1O - $l3o/hosr g 2.75fti1o $ 2alman-lpur $8oftou(cort + 20% on Proiocr 86sis $3e - tS2/hour Rot!(y or Core Drilling O.i[ Rig T.avol (trucld and Continuous Sampling @lus bitel Dri{ Crcw Travol (without ddll .igl Rig sttrd-8Y Tim. Rig. Alr Cocprassor. Orilling fJits r.d Supp[c6, 6tc.l iascooo. Ptrota{oriration Mctaf. PtcsGlradnctoa. Spcoid EquiP.mnt 1 Eoubmcnt Chltglcs Eqdpmcnt riC Eouio.mnt (Backhoo. ATv Orill Rig. Alr Cocprassor. o,i[lng Eats trmni itrarocs (RctistivitY Mctcc. GascoPo. PMa{oriration Mctar. Pl.t B.€.ins Appa.atus. ftGld P€nndarn tar' Gooplqdcd Eqtlbmcntl . Prcsanrcnctcr. Fi.td Enginccr o( T.chrilcian rrors Errgrrrosl O!,'.tiano (orrcr 8 houce pcr da% Saturd Hrzardoos and Conta.nlnatod Matctid : O;.dd (orrcr 8 houce pcr day. Saturday. Sunday and Holid.lal Hrzardoos and conta.nlnatod Matctial sampling T.ABORATORY TESTING ao|L Molsqrc Contcnt rJd Octlaltv AtrG.6.rd U.rrlt (ASTM O43lr '(ASTM }'2216l .......8 8l --.......... aolL Cclifo.nlo S.ctinq Rrtio (ASTM D l8s3l. I Point ...... Cafifonla Ecadng Ratlo (ASTM ] t 8831. 3 Polnt -..... Hnrm atabilorrtcr'A' V*r. (ASTM F28441 .......- Totd Wd.r So&tL sdt Wnar Sokilc 9ifac pH ................- Orgrdc Cont ot Hnhola Disporcion LS Rcd:tivity C€pifl ar.|/.' Moirtrf! Rcladonstip (ASTM D2325 .ttd 0-3152l ......-... Hccrdous cnd Qontrrloatld MrtcdC€ T.$n€R6t 6 O(Jot d on Prolcst &ds Nr&.d D.ndty a.d nocK lilobtrr. Contont (SRMI .,....,.-..--t 20.oo 30.oo 120.d) Polnt Load (SRf,0 Slako Dstdilitv (SRMI B.rz{i.n Tosi (SRM ..............,.. 140.OO I.25 r Sta.dard llody R.t6 Ratos Ouotod on Proi.ct 8.js cradation Ancyd3 (ASTM H22l a. tsee than t4 Down to f2OO dc.l.€ b. A[ Standotd Sicrr€s to 14 Slovo. ddd ..........' c. Hldromotot AnalYris. add ........................... Pcrcsnt Lose than f2OO Sicvo (ASTM Dl I €, ...... st nddrd Swcll-Comolktation (ASTM D-45461 ....... Air-Ddcd Swoll€omolklation ..'......... Constrnt Volg.no. Swc0 Ptoaauro Ttn}corEofid.don (ASTM Sz.tllsl Urrcorfincd'Conprcsohtu Gtr.neft (ASTM O-21 061 Orcct Sh.ar. poa polnt a. Unconsolidrtod-Undrdnod b. Comoftdatcd-Urdtdncd a. Comolidltod-Itrdnod (ASTM O.3O8OI -........ d. consofid.todorCncd. Rcsidual Trla:dd Shcar, !'.. polnt r. U@neolidat d-Undrdn d (Ouick Tcsrl .-...... b. Corsolidalc&UrdrCncd (R-Tg€tl -,...*-----.c. @rpotldatcdordncd |5-To30 ..............-....- Triodrl 6h.cr, f/frdn-sugod 8 pL GA Pcmceetv a. Fffim or Constant Ha!d,,2'4' Dlo. *-..'.. b. Tdodd Pctttrabetv , c. Ranoldcd GOR E-l3l t'€sl 'd. Rcnoldcd OSCf Stard{d frlofificd groctorCofiT.cdoi (AsTftl Sf 55n ;- ,-qFPol.rtChca& Rddttl D€.dty 6STM t)4253 eilD D-425'[1 .....- Attc.b.ro Uflrlt (ASTM F43 6pcd6c Gr.vttY (ASTM t'€t EIGfiEnO{G (Cdr.trs dandng crd gpncrd euPcrvldott, fi.ld tlps. andfia. ooftcult do|L p$oparudon of rcportt a.d trdd limo.l Udard€l a. Poak Sucngth (ASru t>29381 7O.OO b. W'rth Yorqf3 tlL&ft|3 & .Polsooo'c Raio 0ASTM D{ r 481 ..................-.. 2OO.OO Urcct Sh.ar. pcr pdnr -6otd. Jottr or ho€hcrcdl a. Unconroldar4Undrdncd .......r-.........-............ 1 60.00 b. CANIIIGT ftoccduo -.*.........:........-.,............ 2IO.OO Trlodd thcc, pr pdt* -*.-..- | 60.0() sp.oid T..&g Orotadon oo R.quctt LdryatoryTcaftida 625 - 635rht.SdrC.Trffite 7orhr. Protcodrt Cldirg rd Hcdttt .nd Co.t + 20'16 8af.ty CquiF.n d Fold !. L6oraorv Fa{ticc ..-----,.-.O||otarlon on Rc$rcct Intor.rt chotgod !ft.r 30 days 1 1/21 6 Pcr month 6crpL Rcfdd.{. p.r 6pcd Stand{d Proctor Colr?aoton 6pco&n o atdon (ASTM.D898I ----. lo.oo aa.oo raooo /o.oo 25.0O 60.oo 20.oo 55.OO 60.oo loo.00 8{Xr.OO .lo.oo 75.@ loo.oo 2m.oo 300.oo 10(}.oo 300.qo 450.OO 850.OO 100.qt 250.OO 2:A'oO -€oorx, 20.00 85.OO . 86.00 .o.oo t{o.oo t loo.oo 2to.oo 270.OO 20.oo 20.oo to.oo 25.OO t75.OO 80.oo 2:20.OO 'ontDnacT oH,ARGES Auto or Pid(p ffl..go t3o.@Iday + C950/tnlr +wh.d Ddvd vcrda 06o.0o/d!i + $o-o0,nr1c Out of Town Uvhg Eg.nccr. Cornnctdd uavd cos$..qtfp;.m t ntd. .tc. ....'....'.. Co6t + 2096 noFri Managce or Eruirorrncntd SPcdafiet Scdor Frolcot Endnc.? ot S€lcrrtict ftrol.d, Enotncc o( Sdcntist Stdf Ertimcr or Sd€mist Jr. Enctmc? or 6?, Tcolnicf.n P.inch.l Endnccr Drufcpcrson .... Wod ProoasdnO E:e€rt Tcsd.nony a.d Coq.t Appcardncc (Hcf Dry Mdmml t6OO - t | 2OOIday frorn imrolco dst t95 - il tE/ht. tr8 - f95lh..'465 - *78rhr. 455 - t€6llr. tsO - {Esnr. t38 - C62nr. f35 - fr(r/h?. t3O - a35rh.. clr0tsTBugnoil o8savATloil Altlo MATflA!8 TESTNG RgIARIQB Fec Schodulc Avail&la on R€(|('dt lnwlco3 xrfr bo .|trflftt d upoo cocrplotion o. rt n|ord*l htcavd€ Woddy dtd .nondly r.tot wfl bc quot d upo.t rc<post Thr nria*c Bcrrd Jrrw lndrrl. |.lr i^ th... ^^'J- ^f rtr- .-s"t STANDARD TERMS & CONDITIONS CONFIDENTIALlTY lnhereni in our dealings with ctients. as a third party independent materials engineering laboratory, is the confidentiatity of all work performed lor any ctient All reports are submitted for the exclusive use of the ctient for whom it is addressed. REPORTS The signiticance of the report is subject to the adequa cy and represenlative characler of lhe samples. and lhe comprehensiveness of the tests, examinations or surveys. No quotation from our feports or use of Chen-Northern's name is permitted except as authorized by Chen-Northern in writing' SAMPLES Sampling and testing is performed in accordance wiih applicabte standard test methods except when otheiwise noted. All samples will be discarded upon completion ot the test Upon written request by the clienl. samples will be returned and/or stored at an agreeable charge' rNvotcEs WARRANTY & LIMITATION OF PROFESSIONAL LIABIUTY Chen-North€rn. Inc.'s professlonat tiability is limited by the terms. conditions and restrictions 6et forth ln the Umited Warranty contained in the contract between Chen-Northern. Inc- and Glient NO OTIIER WARRANTY, EXPRESSEO OR IMPLIED, IS MADE OR TNTENDED EXCEPT AS SET FORTH IN THE PARTIES' WRITEN CONTRACT g.A"b 8. 9.u*cEtvEoAUca0SS o RE ATTORNEY AT LAW P.O. BOX 960 EAGLE, COLORADO 8I63 I TELEPHON E (303) 328-7 | 78 FAX (3O3 ) 328-7 1 6A August 26, 1993 Attn: Thomas Moorehead Town Attorney's Office 75 s. Front,age Road Vail, Colorado A1657 Re: Edward Everett buiJ-ding perrnit Dear Mr. Moorehead: As you know Mr. Everett and Mr. Levis Pennock do have a pending suit j-n the District court, county of Eaglet Mr. Pennock, on August 23, L993, informed that the Town of Vail has granted temporary permission to Mr. Everett to excavate earth and debris from around the foundation that he has constructed on Lot 18, Block 9, Intermountain Subdivision, Town of vail; such temporary permission has created a severe hazard and nuisance in that it deprives hirn from any reasonable access to his property, whatsoever, including the denial police, fJ-re protection, and energency rnedical protection. The problern arises frorn the placement of mounds of dirt and debris on the easement in front of Mr. Pennock's duplex by Mr. Everett, and is further compounded by the fact that there is absolutely no other access to this duplex. Therefore, f wou1d, on behalf of Mr. Pennock, dernand that the Town of Vail qualify the temporary permit that it has given to Mr. Everett, whereby he is required to remove such dirt from the easement, thereby allowing free and open access to the property of Mr. Pennock. As Mr. Pennock does pay taxes to the Town of VaiI for the aforesaid protection, he is well within his right and entitlement to at least request that these services, that he is paying for, be provided. The continued bl-ockage of access by Mr. Everett to the residence of Mr. Pennock, pursuant to your pernit, is causing severe damages to Mr. Pennock, what with his loss of the rental use of his own property, together with the fact that he cannot rent out the same to tenants as he has historically done. I would appreciate your earliest response to this missive. Very truly yours, Fredric B. Butler FBB/seg FROM : RJERETT CI,JSTT},I l-Ilcs O 8-16-93 ( rOltl UOORHEAD FAX {Z9-21 F7 TOlrIC OF VAIL . .ITTORNEY VAfi,r CO' 81557 DEAR TOlt, DIG€ING EI]AOU€U UY FILES T CAME UFON A D€}CUUENT IBAE StrOUI,D PAOVE IF INTEREST IfO YOU. -PI.EASE NOITE I'NDER I'IIJE # 9M-1I5-79; ?*o sLopE oF lfiE rat{D r.rEs BETwETN 30-40$. (REFr LOII 18, BLocX 9 vAI], INTER!aoUN'!AIN.) SINCEREIJY. F|{I'G hO. : &B 949 41r.?m1 Edward C. EvErett Ourlom parre puillers gggg62834 SNoWBEnRY DR, Vell,Colorado 81657 FAX 9{9-'11r 7 309t940-.0117 '. H ES E',ot fe Eg, :'! ii:iiisl; , =F! 3 =8-'n EFii;tci ;*rliiti ;irlSFl$ir -r i.i" * -? l-.- -.; EI Ii{E.I:sg _1 _O,lrO!t3 .'r*E;rq9 o-R F fflr 5 *r, I I $ii'i;i;i r{fffff$ Eiili i F F:s* i:F;; I iiE sF;Fs f isi i."i i, F ;$;ti€ :E I rt -r !ot ;EF e3o ta cF tE -a e5 :E rt -r CJ eg ;Ei c3, n2 rFf frfiigfi I $gi *;g i F;i f, i=;i *rfliFl irlil fltii$g H iiirfl gi-:tei$ iesrli' iiili i F ic ii i i rFf$iifi:g tri ii i iilli I 5E $ i liif3iE;E i3; F; I 5{{gr i li qE : iisn,iesr Fi ; 5$$i! ' =i ii = :iFia;rsi *:l i ::rff i 3i ilig:;iii tr i iiil i lf *iisiliffF -; =€rf* ; g fiil;i$a; iF :Fp ; $i:F e" ""5 lp l::.lr 2 t; :l- 'rr lr F l: !9|t rii zi r ;Frf g i;sl f i;rR I rirl.I si$.; 3s;J : F-Ei 5< d rt tl |t tt 'r a'-irr ! Eei i :it I d g --A F'i*-E'riiFi E.' F F ,: F Fj ot al ttt :1 r|l !'l ]T ;f{iig $:t *; $slle; .#*iFffiE ff# #$ #f iir; iir ;Er '$ ' rlr=i igi; lls i iiji isii Fg; ;g;; rr;i st{}t Kll.sttS LTT' 6F6 EaE : '(t{ !}tOHd ad Ve..*| 6'stom Hsme Builbet|' Box3086 Vail. Colorado 81657 Edward C. Everett 8-13-93 HONORABLE MAYOR PEGGEY OSTERFOSS DEAR MS.OSTERFOSS, 476-0503 ir;i'tAUG i 6 1993 REF: SLOPE STABTLIZATTON LOT 18 A 2834 SNOWBERRY DR, VAIL. srNcE youR' ExEcurrvE sEssroN wrrH TowN couNcrl, GARY MURAN, ToM MOREHEAD, r Alr suRE YOU HAVE AN OVERVTEW OF THE STTUATION ON MY PROPERTY. THE THRUST OF THIS COMMUNICATION IS TO EXPLORE ANY POSSIBILITY THAT THE TOVIN OF VATL UIGHT HELP BEAR THE COST OF REMEDIAL I{ORX NECESSARY TO STABILIZE TIIE H]LLSIDE. rT TS AN ESTABTISHED PRACTICE THAT SPECIAL DISTRICTS HAVE BEEN ES9ABLISHED SHARING THE COST OF PRO.]ECTS TO PROTECT THE PUBLTC. BOOTH FALLS ROCK-FALL DITCH, FOR EXAMPLE. THE PUBLIC BEING LOTS 17, 18B, AND THE HOMES BELOW MY LOT ON THE NORTH SIDE OF SNOWBERRY DR. I AM VERY INTENT ON SAVING I',IY HOME' PROTECTING THE TNTEREST OF 1ST BANK OF VAIL, AND PROTECTING THE PUBLIC. HOWEVER THE POTENTIAL FINANCTAI, BURDEN MAYEXCEED MY AND 1ST BANKS ABILITY AND/OR WTLLINGNESS TO PROCEED WTTH THTS PROJECT. THE LONG TERM PTNANCTAL SOLUTTON MAY TNVOLVE THREE ENTITIES: NAMELY- THE TOWN OF VAIL, STATE FARM INSURANCE COMPANY' AND LEVTS PENNOCK OT{NER OF LOT 188. THE FIRST, THE ?OWN OF VATL, WHTCH DID NOT REQUIRE A SOILS REPORT FOR THIS STTE BECAUSE IT WAS NOT LOCATED IN A GEOLOGICAL HAZARD ZONE. DOCUMENTATTON EXTSTS SHOWING THE REVERSE IS TRUE. SECONDI-.Y, LTTIGATION fS PENDING AGAINST STATE FARI'{ INSURANCE SINCE THEY REFUSE TO COVER ANY PART OF THE LOSS BUT MIGHT IN FACT BE LTABTE FOR A PORTION OF IT. THIRDLY, LEVIS PENNOCK FOR HAVING BROUGHT A FRIVOLOUS SUIT AGATNST ME RESULTING IN A FUNDING CUT BY 1ST BANK WHICH RESULTED IN A HALT TO CONSTRUCTION FOR A 60 DAY PERIOD. HAD CONSTRUCTION GONE AS PLANNED THE SLOPE FAILURE MOST LIKELY 9JOULD NOT HAVE OCCOURED. (MR. PENNOCK LOST THE SUIT ! } PLEASE EXPIORE THE IDEA OF TOVIN ASSISTANCE WITH MANAGEMENT AND COUNCIt. WE AWAIT THE SELECTION AND ADVISE OF A GEOLOGTCAL AND S?RUCTURAL ENGINEER AND RESULTING VALUE ENGINEERING. 303/949-4117 rfiftffiffi.;r STNCERELY, HepuonthPauJlak Geotech T t ^" EL;305-945-8454 a HEPWORTH . PAWLAK GEOTECHNICAL, mc. I-AX TRANSMITTAL FORM Hug 93 9:35 No .002 P .01 78ifi) Hiehwry 82 Glrnrvood SDfimi. CO er BOI 309-9.+5-7998 3u3.s45-8454 F c'imth L2 o COMPANY: FAx NUMBEnt lt71- Zfl tL JoB NuMBER: DATE;NUMBER OF PAGEST fo lf you oxperience any proHems recgivino this transmission. pleaee call: 303_945-7988 SENT BY: Sfe^-,<- f*^^-Q.jr .-.--- MESSAGEI HepurorthPaulak Geotech T 03 -945 -845 4 Hus Steve pawlak. p.E. Dlck Hepworth, p.E. are pleased to announc€ lhe fornration of: IIEPWORTTI. PAUII.AII GEqTECHNICAL, INC. to provide consulting serviccs in soil engineering studics, geologic hazard nsscsgmcnts and construction quality sarntrol and materials resting. Pleasc contact for infrrrnretion: EL:3 o 1 t q1 - 9 :36 No .002 P .02 STEVEPAWI.AK ?840 Ilighway lt2 Glcnwood Springs, CO Bt60I (303) 945.?9tur Fax (303) 945.8454 DICKIIEPWORTH 6859 Norllr Villagc R urJ Ihrl,er, CO IJ0I34 (103) fi41..1164 Fnx (303) 841.2n)8 (:,- ' feauolthPaulak 6eotech TEL:303-945-8454 Hrnwoxrn-lto*?* (-lrorric:r rNr cnr., lNc. F.r g Firx 3{}3 945.8451 l,horrc 103 i{tr7986 CAPABTLTTIES IIEPWOR'I'H-PAWLAK GEOTBCI{NICAI. Inc. L2 93 9:36 t,lo.D02 o 7S40 llil;hwny tt2 (ikrnworxl S|ri.6e. {-Cr fi(.01 P .03 Formed in 1993 by Stcvc Pawiak and Dick lfcpworrh, il-p GEOTECH is a n-aditiunal soil enginecring flrm offering profesional service in r broad range of soil and fuundation studies, geologic assessmcrts a$d construction quality conrrol. The foundcrs have over fifty years ofcumulative professionar pracriro. rn addition to the founders, a quelified technical gtaff includes Dan Hardin, p.E,, an Associah, and Mikc Evans, sET., Field services supenrisor, as well as other ccrtifi.cd tcchnic,ians arrd support stalf, 'l'he individuals in the firm have expeience in a variety of projects. These include soil hvestigations for huilding foundadons, mining fepiitie;, rlads, airficlds, pipelines, transmission towerr, eorthworks, dams, and other civil works, Geoloeic exporicncc includcs hazar-d arssssmenrs, slope stabiltty, setsmlc risk assessment,- rock tall, and mine subsidence. we believc it is impornnt to follow through with consEuctorl observations.and testing and ther€fore wc offer consrruction qualify contol which includes, site observations by engineers. earthwork, conctrtc and asphalt testing and laboratory nr,aterials testing. We would iike to disguss yow next project with you. (':., HepuorthPaulak Geotech TEL:303-945-8454 Rug Herulonrn . mwuQorEClt{rcAL, rn.. T2 o STI.lVlfN t,. I'AIVLAK , prcsirtcnr Pmjcct l\{nnagcr NDUCAT'ION y:S., Itiejl ]urginccrinll, Arizoua Stato Llnivorsity, 1976 . ts,S., Civil Errgincering',, /'t,tzaua Slatc Unt orui,lty,'iiii REC tSTR^:| I o N/cERI,I rr r cA.t,r o N/Ac CREDITATION Profe.ssional lJngrrrccrr: Arizolra and Coloraclo. EXTERIBNCN 93 9:37 No .002 P .04 ZSrlO Hiehwry g2 Gfcnwood Epringr, CO 8t 60l Fex, tO3 9{+B.tE4 tton ; 3OS *b-tgfi, At I{-p Gcotcchnicar , , Mr. pawrak is responsibre foq the manaBcment of gerrter.h^rricar Invssllgario:rs nr(r corrsurrarion o"-i'aiffi i{;;iii;iiln projects. T}picar projects ilrcludc ski rcsort rrcilities, comrtr-erciar,*oa.rlriJl'riar dovolopmcnrr,railroad, airport and trttnicipai faciliiles, rnio- tJiriliiiiirii,ir.rur.r,and carrhcn rrlul-rank nt cutt. -- -'-e-' Mt' Parvlirk has rajllclj,cxtc.n$ivc eaperience in.rpecial mountain terrain problems,such as land.stid.] srrrbiJjrv nnar.vsis, hitt.siau grraiii-iil;i""i.iu",". drainagc, IIis Lrackgrntrnd irtclttd<:s dcril,rt oi foundationion cillapsib-lc anil s6ft soils. Hc als.srrpe'rvises field tcchrrici+iu',nnd cnginccrs iliv6rlv6{'sig1 conirnrction observation ancl itt'ttrtrntcrttatiott at,tivilics, antcvaluate, rt*.ttr"i *r,i"ii t.o experiencecl clistlcss- Mr.,I'awlak's proje.ct cxpcricrrcc inchrdc.s: dcvelopmont of new coar surface handling facilitics in.So,rirscr, Crnie and 11alOc1, i:6foi"At, fo,"largo energr and coustnrction c0rporations; major coinmerclal,-rrsiOenUal,ln,i ,iurricii*f .rrar[. ;;;lvaslr'witt.r tr(:tttlrrsr'li fnt:llitics; analysis and dcsign ofnririidrois fow:neaO-daitfrc"danrs for Der'ancrt st.ra,re, t"miorary detcn-tion "na l.iiiation purposat i^Arizona, cbrorado an.l ra.lioj'mun[aiio-ilrtil**'io;#: #iigh-risc stru6uros in Allxqrrcrqtte., r)enr,41, Grnn<l Juncr""-*'*d- ffJ-rffioo; and design a*t instailatior of drjvc'n pirc. and driiled piu inun,r.6n, f*;;ril"rry smal to targe.corrrpl cx faci I i tir,lr, PU$LICAI'IONS .Spitzcr, R.ll., Jirak, (i,'t'. anrl pawhk, $.L,,Iald$lid $gigt+t*S3u:e", pr r:.rc,rred qr iind-bi-Tonuar Ge.ology anrt Soils pngineering, nohr,'iOif,o,iO8e. Symposium Mock, R.fi. aud pawllk Sr1 ..tfu,r,td,,+n.rfgarOs at Gcologicnl lJrvironrncrr nu,r. soit:Ftlffi prorun,uo *l (livil tr'tnginc.crs Fal I Cr.rnvcntion, Holsio& -ilxas, 19g3. site!!&q*.spdngs,i American. Soclcty of HepuonthPar,:lak Geotech TEL:305-945-8454 HePwoarr - Pn**CoTEGHNTGAL, rnc. LZ o Hug 93 9:37 N0.002 P.05 TBaO 1101t'"" tt Gl.nw6od Sgringr CO 816Oi Fa* tQ? e46.et94. Phonf 3ot.845.73t8 RICHARD C. IIEPWORTII, Vice Prosidcnt Project Manager SPECTAI.fIES Founduiou tturllcs r Expanrlve/collspsltrg soils * Das d$lgtr | Renediul tepair n pavene[t analysis I Constructiou Eanagcneff r Selsmic risk analysis I SngimEsiry geoloiy recounaissance r Fhasc I PSA . plojefi peer Review u)ticATtoN M.S., Gological and Civil Elgineering, Uir:versity of Utah, lg63 B-A., Geology, Univarriry of Colorado, lg5g BEGISIRA.ION Profe$sional Engbeer: Arizona, Colorado, New Mexico, Utab, lVyoruing Professional Geologisa Wprning EXPBIENCE 1988- l99g IITIDEPENDENT coNsuLTANTr Centcanisl Engiucers at new Dflrver Lrteflrstiouel Atrporq Iyb Yfi* represenativc and onstruction sranager-for repain and sale of cemem praot io iiurt; Yq' ptojccr Ptlpard docurueuL$ ild studlca br succe$$fiIl lrbiuafio$ Dewatering bi consmrction of Towaoc llydmpla*, Nielsons Construction; Prepartd SEED aulysis for Bu] Rec. Davis and Impttrial daml, co[strirction nrilugenent on Comanctrs Dan noar nodrcy rvrt pui. pr.isurr Gtioi t-alewoo{njpetine, Bouldar atl for ECI" Duvor; Phase I preorquliirii,n Sirs es.cecnrh;no; ort.l Pmjects: $oil and foundatiou studies, crrcked buildingr, parancnr frilurc svaluadon, roo,pufi* Crouting to stabilize two residences, Drojest peer r"';d,'rna ."p.i ,ri,oor. 1969-l9EE CHEH & AssocIATEs. tNc. - Denlcr, colorado, Admiuisrrarion/Mal3gffieff:Advancod ftou Chief Eng-tneffto.rrcsidentof geotechdcd/environn*trt cons-lthg;;;;.i,-ft;with rtaffof 190, ed€s of slO millioo, I bruilr uffices ra s rvffi-sttes. Drrirg Dy eoployrcnt,&6 firn $cw ro that size tou a staffof Z0 ad sales qlloOlOO. GJonsbilitilsieriir-;i*.;;overail tc.h'i,or urcetteocg, mukeftg €ffort' ard p.m"titirv oi tb,-#r. chcn aEd Atsoc.' Tachnicak In ndditioq to ednirisedou, rctive in project Eaoagcmeut gnd eugiuccing, Projecs.included design of do'n+, rch+iltpdt otorJ Jrr*, ligh riar buildinp, Eloiag complexe and waste imporrndnean, ccwatetiug,ioisnic rtst *.ri*E"cnen amlysis aad desiga,rEEdial rcprir of disressed lEucilrE;, and-rrsearct oo opi"i"J ooo collapsirg solls. Lead s.ohcl!fod engneer ftr cororado's ssc progorar qprac* sccino u*iua reras) t96?-1969 .IEEDS IIILL DcLErJrtV - Dhat,, Eurgtaduh $€nior Pteaning nrd Dcsign Eoginccr urc e{-uq Ctief E:gincec fot *rqry embanlcment pmjecl Directld or rrcsign sranot a cxparriatar ad :'iogl;dniil ;"i-Hfu,,au. The projectwu a lGyoc pm3ram to {e1ign ard bilild 2,500 uires ot onuilurcmiiaiil arainag, etrucr'cs ia tc Gang6 D'ltr uea of Bangtadesh. Consrucdon was accomplishod with local manual labor. HepuorthPaulak Gectech R.esune - I{€p.lggrth T E L : 3 0 3 - 9 4 5 - 8 4 5 4 Huq 9:38 No .002 P .06 Consulting Engineers Council Colorado -Panr Presidert Coloradn Engineerlng Counsil - Pur PrsGidsnt Earthquake Eryineering Research hstitute Geologicel Society of A"rncrica Engiaeering Advisory Council, UCD PTJBLICATIONS: Hepwr$, R.C,, Case Study of Negfltive Skin Frirtion, in prcparation. llepworth' R.C. and tangfel{er, L,.*settlomant and Repairs to Cement pleilt in eentrat Utdr,,, ?rd Internnional Confereltce on Case Histories in Geotechnicat Engineering', June l9Eg. Hopworth, R.C,, 'A Case Study in Hand-Dug Cdssons', Internatirlnal Conference on Dcep Foundationr, Beijing, Ctrinr, Septembor 19t6. Jubenvillo, D.M. nud llopwotth, R.C., "Drilted plef Fuundations i[ lihale, Denver, Colorado Area",Drilld Pier$ rnd caissons Conferencc, Amorican Society of civiieffi*n, october t9El. lrept"orth' R.c., "Design !4 con*truction on swerriug soils. Dcnver, coror.cro., conferencc oa SlvElUIg Soits, Karpur, bdir, tgl7, Hepworth, R'c.' 'Herving sgbgrad-e-qf Highways Corstructcd on Mancos shale", Transactions,Society of Mining Engineers, Iune te6i. IIONORS: Narrd Fcllow ACEC, tggg tau Beta pi, Emincni E4gineer, fggg Hoaor Awerd ftom cotor4o Engineering -council br contributions to cngineering profetsion and _ le{€r-shtp ta erucanenr of tr€w rngined ncgistrsrior L.*,-itiF:- * - Fmfrsrioml Engineers of cotoratro for work in Engineer Regisuation t.aw, rg8l. 12 I 1965-1967 WOODWARD{LYDE-SHEMRD -Denvet, Colorado Scnior Project Engine.er. Reeporsibilities included soil ilvestigatior:s, analysis and consuttrtion on ficundation design br l*ge elrd ooderrte*iEed buildings, ground wetcr problcas, traasmission line towers, nine and nill complexu, mine dump stability, tailinp dans and small eartl darns. 1960-1965 UTAH DEPARTMEIIT OF HIGHWAYS - SattLakc City, Urih Head, Fuurrrlatiun Depanmsnt af fi$ Materialt and Research Divisioa. Responsible for providing regrmrnndations conceruing sttuclrJFes, eilbar*mefts aDd cut sectiotrs. Stability anrl sefiIement oi rosrlvJay €mbanlmel$s were e prrticulflr concem h ttre Salt Lrke Valley. 1959-t960 NAVY IIYDROGRAPHIC OFFICE - Washington, D.C. Ocoanographer. ParticiFted ia ocean f,urueyf and testing of renole rensing devicde for aari- subnuino wrrfarc, 1952-1956 U.S. AIR FORCE - pilot. Also spent 10 yean in asrive resefft.s. MEil.IBERSHIP IN ORGAITIZATIONS; '. Americ€a fubitadorr Associuion Americln Contulting Eiginoers Council Amoricm Soci*y of Civil Engincprs ASTM Assosiation uf Engineerirry Genftrgists Association of Drilted Shaft Contractors Exprnsive Soil Researph Center o n @ boyle engineering, inc, profess ionol structurol engineers August4, 1993 Mr. Ed Everett P.O. Box 3086 Vail, Colorado 81658 Subject: Fverell Residence 2834 Snowberry Drive Vail, Colorado Dear Ed: This is a brief description of the staging order of the remedial work that will be required on your Snovfuerry Drrve residence. A couple of these tasks may overlap or change order slightly based upon the results of the phases as the process proceeds. l. Clear the soit from the inside of the foundation and assess the bearing capacity of the soil at the final crawl space grade. 2. Drill and epory grout dowels into the footing of the rear wall where new footings will be adjacent Pour footings for new buttress *alls to be added zg2inst the rear wall at three locations and also for the interior fmtings which zupport the floor framing. A strip footing will also be added along rhe inside of the rear wall at the east end to zupport the main level floor joists in this area Pour footing pads at the garage €nhy to zupport the header over this door. 3. Drill and epoxy grout dowels into the rear wall where the new buttress walls will connect. 4. Pour the new buttress walls and piers at the front ofthe garage. 5. Add steel straps across most of the major cracks in the rear wall. These will be connected to the wall with expansion bols on both sides of the crack 6. Add a steel ledger on tle outside of the north foundation wall to srpport the cantilevered framing which currently extends 9" beyond the face of this wall. 7. Add steel connectors along the top of both the east and west foundation walls to restorc adequate sheat transfer betw€€n these walls and the floor diaphragm. These will be expansion bolted to tbe walls and bolted to the floor joists with machine bolts. 8. Replace the main level interior support beams and add 6 x 6 posts down to the new concrete interior footing pads, connecting these with custom l/4n plate connectors. Connect all bridging between the main level floorjoists. 9 Reframe the north entry wall at the entry l€vel, and the front of the garage as necessary. 10. Shim between the main lwel floor framing and the rear foundation wall at both the east and west ends. Connect this framing slstem to this wall with expansion bolts. I I. Remove &e existing soil fron behind the building down to the footing level. 143 e. meodq,v dr., suite 390 . crossroqds st'|opping center . voil. colorodo 81657 . 303/4762170 o it: PageL Mr. E<l Everett August 4, 1993 12. Install *aterproof membrane on the outside of &e rear wall. 13. Bacldll the first two feet behind this wall with 3/4" washed rock to within 2' of finished grade. Import freedraining soil for the remainder of the bacldll behind this residence. Provide 8" diameter drain pipe at both the bottom of lhe footing elevation and midway up the wall, immediately adjacent to the wall. These should be wrapped in geotextile filter fabric and mai ntatn a l/4" per fmt slope to both the east and west ends, where they will wrap around the building and daylight on the north end. Separate the gravel baclfll from the freedraining soil with a curtain of filter fabric. Coordinate this detail with a geological engineer. C-ompact the freedraining bacldll to 95olo Proctor Density near the building and to 100% density further back from the building where the new site retaining wall will be constructed' 14. ktstall the intercept drain upslope of the residence. Coordinate this with a geological engineer. 15. Form and pour the footing for the site retaining waII. 16. Form and pour the site reaining rvall. 17. After three weeks bacldll the site wall, using similar gravel backfill, drain and freedraining soil parameten as used behind the building foundation nall. Coordinate this with the geological engineer. 18. Top offthe surface of the final grades with 2' of clayey bacldll. This will minimize the amount of surface runofr that penetrates into the soils below. Grade the landscaping to create a swale upslope of the building. Coordinate this with a geological engineer. 19. Reframe and/or furr out the upper portion of the building to restore th€ components to a plunb and level condition. Work with the structural engineer to assure that the framed portion of the building has the integdty to meet Code standards. This is a rough synopsis ofthe order of events that I feel rlre necessary to restore the sfiuctural integrity to this residence. Obviously most of these processes will require specific details and specifications prior to execution- I wil be available to prwide you with these in an I l/2 x I I format as you prcgress through the various stages. As I have stated abovg I feel that some of the stages will also reqirire the invohement ofa geological engineer. The two ofus will have to coordinate some ofthe details that will be required. Please give me a call when you arc ready to proceed so that I can schedule the time to generate the initial details for the first phases of this process. l,: \l/arCr o Fa rm I nsurance Comp O an res August l, 1993 Edward C. Everett P.o. Eox 3086 2834 Snowberry Drlve Va1], Colorado 91657 Dear Mr. Everett: This letter foLlows our regardJ.ng eoverage under Ghnryood Sprirur Serricr Ccalor 125 srodn Kiry ltord Clcawood Springr, CO 8160t Phorrr (30J) 9.*527 Frr: cSoJ) 94J.5,1t t Re: Clalnr Nunber: 0G-c55 6-169 Pollcyholder: Ed,ward C. Everebt Pollcy Nurnber i g6-46-7g42-L Type of pollcy:Homeowners Extra _ Builders Rlsk Clalm Nunber: OG-C556-1g4 Pollcyhorder: Edward, Everett dba Everelt constructlon Pollcy Number: 96-39-3soo-6 Type of Policy:Contractors t,elephone conversation of Auguet 3, 1993,the above poIlcles. we have concluded our investigation and reg:ret to inforrn you that 40.coverage ts avail.able undei eittrei yo""-rl"^"Jrr.r". Extra -BulLderrs Rlsk-policyr-policy nurnber ai-ia-ig'ii:r or yorr"Contractors pol1cy, p9llcy nunber 9G_39_3SoO_6, for tire dom"ges gustained to the aweiting-under ccns-\.ructlon rocateil at 2g34 9nowberry Drlve, Va1r, colorado. our investrgaiion lndlcateE snow melt runoff causrng slope failure as the"proxinata "iuie oe the structural daJnag.ei. :y.L- !top* fairure tntn' ictea conc.ii"ntiv urth the lack of uaixrtlt, rack^of proper aiainJge, and inproper construction, to cause the foundation warl craciini ana D;;;;;;;of the dwelLing. Darnages caused. by earth r0ovement, surface water, naturar water berow the surfacg ?f -the-ground, and improf".-"on=t,ru"t1on are speclficarly excluded under the Ho;neownlrs'Extra - Bulrders Rlsk policy. PleaEe refer to the forlowing t;;d;;;-found under Sectlon I - Losseg Not Insured, Form FP-7925, pages 10-12: 1. w€ do not, lnsur.",f.or any.lcss to the property described }l_9:y::.ge A whlch conilsrs of, or ii directry ana hmedlately caused_ by, one or nore of thE periis llsted ln lte!.s a. through m. be).ow, regardless oi whether the lorg occurs -suddenry or graaually, rnvorvee isorated or wldespread damage, arlsei tron natural or external forces, or occurE as a result of any comblnation of theee:1. settlingr. cracking, shrinking, bulgingr, or expansion ?I !1""^:ncs, patlos, forinaitfon, traLle,floors, roof or ceillngs-; or wB do not inEure under _any coverage f,or any loss whtch would not have occurred ln trre abience oi 'one-ii nor"of the forlowing excruded events. we do not lnsure for cuch. ross regardless of: (a) the cause of the excruded evcnt; or (b) other eauses bt tire lossl or (c)-*t"ther other cauges acted concurr.ntly or in iny edqlence rrrtb tha cxcluded evenb to produce ttre rossl or rdi-ilrrEther the event occurs suddenly or gradualry; i.nvdi,ieJ lsolatEd or w{dEEpread dinagel-arises-irom natuial or axtefnal forcesr e= occurs ag a -r-tr<:: l i ::f _r:-r..r comblnatlon of th.="r -,- -. - v'' r1'rr b. Earth Movernent, neaning' the sinkingr, ri.sing,ehif,ting. expanding. or contracting-of eartfi, a1l whether combined wlt,h water or not. Eatth movernent lncludes but ls not llmlted to earthquake, landslide, mudflow, SlnJchole,eubsldence and eroston. Earth aovement also lncludes vol.cani.c exploslon or lava flow, excapt as speclfically provtded in section r - iaOtttinat Coverages, Volcanlc Actlon, We do not insure for any dlrect losg by fire,exploslon other than explosion of a voicano,thefb, or breakage of glass or sagaty qlaalng materials whlch are pait of the awefiiig iee,ifting fron earLh rnovement, provided the resuliing loaa - is ltseJ-f a Loes fnsuied. c. Watef Damage, roeaning: (1) flood, surfscc water, eaves, tldal water,overflow of a body of water, or spray fr6ro any of these, aII r,rhether driven ty irina or noti (2) water fron outslde the plunbing systeru that enbers through ser^/erE or araini, 6r trater whlch enters lnco and overflows fron rllihln a sump pump, sump pump weII or any other system dcslgned to rernove subsurf,ace witer whlci Is drained frorn the foundation area; or (3) natural water beLow the surfaca of the ground, lncluding wacer which exerts prssaure oh, or seeps.or leaks thtouEh a buildlng,sidewalk, driveway, foundatiorr, ewfinrninfr'pool or other structure. llcwaver, ve do lnsure for any direct lose by flrer explosion or thef,t resulting from tater danage,provlded the resultlng Ioss-is itself, a LoEe-Ingutred. we do not, insure under any coverage for any 1oE6 conelsting-of one or mor€ of UhE itene below. Further,hte do not lnsure for loss d,escrlbed in paragraphs 1.and 2, iruredlately above regardles€ of wtrether- one or tnore of the folLowlngl (a) dlrectly and lndlreetly cauEe, contrlbute to or aggravate !f,re_,,Ioes; or (b)occur before, at the sane time, orfa-fter the loss or occur before, at the sane time, orfa-f€er the loss any other cause of the loss: i l li ;:a. conduct, act, faiLure to act, jor {ecislon of any person, grroup, organization or governrlental body whether intentlonal, urongful,l negJlgent, or $rithout fault; or I b. defect, weaknesE, lnadequacy, ffauft, or unaoundneae ln: I i llr (1) plannlng, zoning, develogjment, surveyLng,eltlnE; | : (2') deslsn, epecificatlons, J"t*ir["shlp,construction, gradlng, c{rnpactlon;l^ l>(3) natErials used Ln constrtlcrtil .t repalrl (4) rnalntenance. Ii il,' I ll of any property (includlng larld, btructurEsr o! lmprovernentg of any kind) wheeher bn or off thE reslCence nrenises. I I | , i: Hoi+ever, we do lnsure for any resu\ting loss fron lteme a. ahd b. unless the resultlng lossl ls itsetf a Losa Not Insured by this sectlon. | , .Ii Further, it ls our posltion no coverase is avbil.able under the Addltional coverage of rrcolrapse. under the Hbnreor"inqrs Extra pollcy ae there lras been no collapse of, the dber,trng to activate such addlt,lonaL coverage. Addlrionally. as lhe dwelllng has sustalned no danage. coverEd by the pol-iiy, thle Mditionit coveraEa of rr-,,andr is not appllcable. we witlrdrhtr the questlon pertainlng to whether the structure located at zg:+ snorrberry jl t'. 'f-'.'l '\r--r--j j ' Drlve ls covered under the Honeovrner Extra ileulfaers RiElc poricy. I f ,i . I l:l coverage 1s also not availabre under yggr "tarllaors Folicy,pollcy nunber 96-39-3soo-6, as the awlrtlnq hocitea ir-isia" _showberry Drive lE not an lnsured dwelting-uhoei;jtrrrJ poiiJv.llouever, even if the policy rrlere to ext,en6, tp tnis r""iir"ni - daroaEaa cauEed fy earth rnovenent, nudsllde of muaffow, Eurf,ec.ltater, natural water below the surface of th_L grcjunA,'ana-- - inproper conEtruction are speclficarly eiclul"dl'i-Fiias;-refer to the tollowing language found,in Forn ie-e roo!, sac,tfJn--i---i;;;d-Not Insured, paEes 4-7: I l;l 1. we do not insure under any cover.nL ,j; any loss whlch llourd not, have occurred in the. ansbnca i'of 6ne or nors of the followlng-excluded 6ventE. fwe.oo not lnsure for such loes regardiess of : (a) che cfuse_jof th€ .*rfUA"O cventr. or (b) other causes of the Eoss,:'or (c) nhether ether cause$ acted concurrently orl ln any sdquence with the excluded event to produce the [.oss:t I It b. earth movement, neaning the sf.nking, rlsing,shif,tlng, expanding or conrraptirig-of eartfr, all whEther conblned with water oL ncit. Earth movenent includeg but ls not [.inited to earthqualce, landslide, eroslof aridi subgldence but does not lnclude sinkhole coff.apde, But lf dlrect loss or damage- f, li!". exproslon other than explosion of a vofflncir; theft; or bulldlng glass breakage resulfs, lwa wlll pay for d. uater, such as: l' [ |tlt (1) flood, surface waterf wafes,l ltiaes, tidal sraves, overflow of any obAy lol water or thelr spray, all whether drivefr by:vrlnd or noti I r'(?) nudsllde or mudflowl I ltl (3) water that backs up frorn\ a sewer or drain or enters lnto and overflowS f,ron withln a eulp pump, sunp punp well or f,ny other system deslgned to rernove subsufface water drained bhat resultlng loss or danagef li: from the foundation areaI or: (4) uater below the surface ff ghe ground,lncluding wacer which ex#rtd'prissure'seeps or lealcs through: I ifl l,' preEEure on, or I rl I : We dlr foI a 2, (a) foundatlons, walls surf aces r- (b) basenentE, whether (c) doors, windows or But if, dlrect, Ioss or damage theft,, building glass brealca,fron a fire probectlve syste:for that resulting loss 6r di do not insure for loss either r ectly and lnmedlately caused b:lowing: settllng, cracking, shrinkinq expansion. tl:1 I l,i rl'l ti1 ttt9:"= or paved I ,l n""Fi or not; or an"f,, openings. by fire, exploElon,e or.leakage of, natBr resulta, we will pay :'nr-i onsisting of, or , ol,? or nore of the ,ili, ,' bllglnV or 3. any other cause of the loss: i a. conductr acts.or decisions, including the failurl to act or declde, of any person, group,organlzatlon or governmEnlal boilyi r+helher lntEntional, wrongful, negligenti6r without f,ault; b. faulty, tnadequate, unsound #ltef,ective: (1) plannlng, zoning, d,evelopmen!, surveying,Elting; ,: (z) d,esign, speclfications, workmanship, repalf,construction, renovation, renodeliirg,gradlng, compactian,. ; (3) materials used, in repair. construction,renovatlon or remodelingi or, (4) mal.ntenancel I ,, But lf dlrect loss or darnage lo" !n" or the rrspscificd causes of Loss,,-o{ uyl hirtfainq glags breakage resultg, we will pad fofithat risultlng Iosg or damage; I l|,] not lnsure under any cover.J" tb[ anv toes l^le do not lnsure under any covera{e fbf any loes conslsting.of one or nore of the {tenignef6w. Further,we do not. insure for loes descriue'd ln'lparaqraphs 1.and 2 . lnrnedlate).y. above regardtes's ot.jwtretfrer- one or nore of the followlng: (a) directly or:lindlrectly cauEe, contribute to or aggravate the,l.ossi or 1b)occur before, at the sane tine, or after the lods or of part of all of any property (lncludlnq land,gtructures- or inprovernenti of- ariy kindl 6n-oi-6ff tne described prenlseg. But lf dlrsct loss or danage results from itens 3.a.and 3.b-., we wiJl.pay for ihat resurtrng roerlr-iii"o"unr.ees the_resurting loss ls itserf one-oi ttre-ioes;s'not lnsured in thls section. Further, no coverass iq avairable under the contractors poll.cy under the Extensions of coverase of "coriit"Ju--is tnere has b6en no colrapse of tha buirding to actlvate Euch extension "i-- "cover'gr. Additlonally, ai.the buirctlng has not been danaged by an, lnEured Loss, che ellenslon or cJverig;-ot--riand,'r cannot le -actlvated. To en'ure that ev:ry.benefit of coverage ,.ras revlawed, ve aleo addressed the llabllity section of yo,ti'cJntro"tors porlcy.---Regretfutly, tiabrrlty coverage is 3peciiiiliit-exctua"a ior property danaqe to property you or.rn, and therelore, llabirltv oev.ra9re c.nnot be extended. rt wourd arso b€ og"in"€-pilite !?1i.v for you to be construeit as liable ror--iauii"d-aai.s.d-to your own property. 9t_r?yld you have further guestions, please calt me at (303) e45-852?. Very truly yours, /a*2.-* //6 ,f Sandra Horton Cl-aln superlntendent State Farn Flre and casualtv SH/kn/02/0s03001 cc: 'Rob Ganger, senlor C1alm Cathy Thonrpson, Agent .tEmeE StovalL, Attorney Company Rep. at Law the mj mnueller co., inc. 22 July 1993 }[r. Rob Ganger STATE FARM INSI'RANCE COI,TPANIES Glenwood Springs Service Center 125 Store King Road Glenwood Springs, Colorado 8160L Subject: Structural. Inspection EVERETT RESIDENCE Iot L8A, Block 9, Intermountain Su-bdivision 2834 Snovrberry Drive VaiI, Colorado Dear l{r. Ganger: At your reguest per letter dated 2 July L993/ this office has conducted a visual inspection of the above referenced project. The project is partia1ly complete, with only the excavation, foundation and 9OZ of the rough framing complete. The backfill of the foundation was not conpleted prior to the winter season, and the spring run-off caused the uphi11 slope above the residence to faiL and structura1ly derrtage the foundation and the framingf. The purpose of the inspection by this office is to determine the cause of the slope faiJ-ure and associated cause of structural damage to the foundation and frarning system. This slope faiJ.ure nechanism is related to a variety of different involvements and effects. To fa:niliarize nyself with the various elements of the project, I have bad, discussions with the following people: a) Town of Vail Building Official , llr. cary Murrain.b) The owner and contractor for the project, l.fr. Ed Everett.c) The st-ructural engineer for the project, lrlr. Tim Boy1e, pE. d) Soils Engineer hired as a consultant, Mr. Bill Koechlein, DF Plans for the project dated 26 October L992 as approved by the Town of Vail- have been used for review. rtfnspection Requestr forms from the TOV and nField Reportsrr frou Tim Boyle bawe been used to identify the construction schedule and define the approxiuate time of the slope failure. FoJ-lowing is a chronological listing of the major events effecting the slope failure and their respective tine of occurrence: cMf architectural and structural engineering o p.o. box 2747 vail. colorado 8l 658 476-2627 476-2637 IFAXI Page 2 Mr. Rob Ganger 22 JuIy 1993 I2-L9-92 7_2-23-92 L-7-93 2-L2-93 3-l_-93 5-8-93 5-20-93 7-1-0-93 L0-26-92 Buildi-ng Penoit issued by the Town of Vai1.lO-27-92 Excavation completed.L2-I7-92 Owner of adjacent Lot LgB files lalrsuit over disputed easement rights thru Lot 1-8A.Fourdatj.on footings completed. FIRST BANK stops construction loan fundj-ng due to lawsuit mentioned above. Foundation wal1s completed. FIRST BANK resumes construction loan fundincr. Framing started. Slope failure starts. Slope failure begins to temporarily stabilize.Site inspection by Mark J. It1uelJ-er, PE The site of the residence is a north facing 1ot adjoining the White River National .!'orest. The lot slopes 322 to the north and is predorninantly covered with mature aspens. The 1ot is accessed by an existing driveway already used to access the adjoining Lot 1-BB.The proposed residence incl-udes a garage and crawlspace in the lower 1eve1 , a main level above the garage 1eve1 and a bedroom level above the nain leveI . The intention of the site placenent was to place the lower 1evel in the ground and a1low the nlin level to trwa1k-outn to the grade above the residence (9, differential elevation across the building footprint). The reality of the site conditions reveals a dj.fferential elevation across the build.ing footprint of l-2' with an uphill slope exceeding 25 degrees. The Jruilding is rectangular in plan with the longer side positioned pertrrendicular to the slope of the lot. The excavation, foundat,ion and frarninqt 11rere cornpleted without encountering groundwater. e, visual inspection of the existing conditions reveals the following item-. to be noted regarding the foundation, franing and SackfiJ-ling: i) UPHILL FOITNDATION I{AI,I ROTATION AND SRANSLATION The uphill foundation wa1J. has translated approximately l-Orl downhill at the botton of the wal1 in the niddle of the width of the building. The top of the wa11 has translated approximately 7rr downhill at the same location. These displacements have caused 45 degree cracks on the ertrlosed inside face of the foundation waII. The dorrrnhill and side foundation lra1ls appear to be ::nchanged. The concrete slab on ' gracie in the grarage area vas not placed until the uphill foundation vall had. already translated 7tt, the placement of the slab appears to trave prevented continued movenent of the uphi11 foundation wa1l. flre concrete slab on grade at this tine is covered in up to 3' of mud from the failed slope (the rnud flowed around the residence Euld took the path of least Page 3 l.lr. Rob Ganger 22 July J-993 resistance into the garage area). Temporary shoring was placed to attempt to stop the translation of the foundation, some sections of shoring failed. ij.) l.tAIN ITEVEL FRAUING DISPLACET'IENT The main leve1 frarninqr which butts into the uphill foundation waLl and bears upon the foundation wal1s on the sides of the residence has translated. The deflection of the uphill foundatj-on lral.l has pushed the entire floor diaphragm relative to the foundation. The result is that the plates and anchor bolt connections on ttre sides of the building have been completely severed and the framing hangs 7tr over the for:ndation and framed wa1ls in the front of the building. iii)MA1N LEIVEL wAr.r, }-RAMTNG SIre main level wall framing is out of plunb 7rr in areas wlrere the floor frauing traaslated and the wa1l frauing reroained intact on a portion of foundation that did not translate. In areas where the foundation translated as far as the framing,. tbe main leve1 walls are relatively unchanged. iw) IIPPER L,wEL Al.tD ROOF FRAMING The upper level and roof framing have translated along'with the main level floor and wall framing. v) BACKFILLING , Itle general contractor has removed 7O dunp truck loads of saturated soils from the site to date, at this time the general ..'contractor is still continuing to remove saturated soils from the toe of the faj.led slope potentially contributing to more instability. The following iterns are to be noted, on the architectural and structural plans, and other construction docunents regarding: a) SITE & DR.LTNAGE PI,AN The site p1an, Slreet AJ-.1 references a standard drainage swale located on a 2 to 1 (horizontal to vertical) slope around the building site draining to tlre vest and east of the residence.'The site plan does not reference €rny additional retainingi walls, cuts or fills to provide additional site specific drainage reguirements. Page 4 llr. Rob canger 22 July 1993 The site surface drainag'e system shown on the s j.te plan was not completed prior to the slope failing. The Town of Vail determined that the slope of the undisturbed land surface prior to site improvement beneath the proposed structure and parking 1ot was less than 308 (TOV Zoning Code 18.04.365 and l-8.69.050). Due to this determination, the project did not have to be desigrred with special restrictions,including architectural design by an architect, structural design by a structural engineler ina a site specific soils and foundation report prepared by a soils engineer. See the TOV Zoning Code for other requirements associated with the special restrictions. fn my opinion, the slope of the undisturbed land surface beneath the building and the parking area exceeds 308 when considering the originat topography prior to construction of the existing drj.verrray. Slopes greater than 30? reguire special restrictj-ons in accordance with the TOV Zoning Code and require a Soils and Foundation Investigation by a licensed soils engineer. Previous correspondence found in the TOV files by the Colorado Geological Survey to the Eagle County Department of Planning & Development (previous governing body of Intermountain Subdivision) dated 29 June L979 reconmends 1!a complete soils investigation by a qualified. soi-ls engineer,r for I.ot 18A regardless of the slope of the 1ot. The project was not evaluated by a soils engineer (geotechaical engineer) prior to or during construction. See tlre attached inspection report by KOECHLEIN CONSULTING ENGINEERS dated L5 July 1993 prepared for inclusj-on with this report. ARCHITECTURAL PI,ANS AND ETEVATIONS The architectural plans and elevations were d.esigned. and dracm by Ed Everett. The residence was not designed to respond to tlpical potentially threatening mountain design constraints such as heavy snolr and drift accumulation and roof snow shedding uphi11, steep slope gradients, and fluctuations in seasonal surface or groundwater run-off. The 23OO square feet residence was intended to be constructed for SI25,OOO.OO (954.35 per square foot). This budget is a very aggrressive and optinistic goal for a property on a steep uountainsj.de in the Town of Vai1. b) FOUNDATION PI,AN AND Structural analysis service for items as SECTIONS was provided by Tim Boyle as a red-line identified by Ed Everett. The foundation c) Page 5 Mr. Rob Ganger 22 July L993 Section A shown on Sheet 51 indicates a maximum 9, ta].I wa1l with a maximum backfill slope of 25 degrrees. A 4rr diameter perimeter drain is shown at the base of the foundation wa1l. The footing for the south foundation waII is shown on plans to be continuous at one level. The vertical reinforcement in the wall is specified in Section A as #4 bars g 15rt on center (dowels only, vertical reinforcement spacing was erased and not redrafted). The backfill against the foundation waII is shown as negative drainage towards the foundation wa1l. The section that Tim Boyle red-lined and calculated to retain 50 pcf equivalent fluid pressure, indicated a maximum backfill slope of 15 degrees and specified vertical reinforcement of #5 bars e L2tt on center. The foundation Section A as constructed, exceeds l-l-r-8rt and the backfill slope exceeded 25 degrees (va1ue was interpolated frorn the site plan since the slope had failed prior to the inspection by this office). The footing for the south foundati-on wall was constructed with a step to the east of tbe garage area. The perimeter drain was not installed and the wall was not backfilled. The verticat wall reinforcement was not verified, Ed Everett mentioned that the reinforcenent t1pically was placed towards the center of the wall furtb,er weakening the design capacity. Tin Boyle was not consulted for these modifications, the additional height and revised reinforcement placement requires that the walt be re-engineered to accomrnodate the additional forces. The concrete slab-on-grade in the garage area was not placed until after the foundation waII began to fail SPECTFICATIONS Specifi.cations are not shown on the plans, tlpical specifications would include assumed. foundation design values to be verified by a soils engineer at the time of excavati-on.Additional specificati-ons for iteus such as concrete, , reinforcing steel , franing lumber, connections, winter construction, etc. are not discussed. in the plans. GENERAL CONTRACTORS RESPONSTBILITY The general contractor is responsible for the means, methods, techniques, sequences and procedures associated with a project. In the case of the Everett Residence, the general contractor is an inexperienced owner-builder responsible for the design and construction of a residence on a steep mountain lot. It is the responsibility of the owner-builder to surround hinself with desigrn professionals and subcontractors capable of naking the decisions tbat the owner-builder is not qualified to make. d) e) Page 5 I'fr. Rob Ganger 22 July L993 Based upon ti..e inforrnation defined above, t}.e cause of ttre slope failure and associated cause of structural damage to the foundation and framing system is related to the following items: 1) CONTRACTOR NEGLIGENCE The owner-builder is ultimately responsible for who is associated with the project, what their responsibility is with the project and when their portion of the project is to be conpleted. In the case of the Everett Residence, Ed Everett elected to design and construct his own house. As the general contractor, Ed Everett decided to build the house during the winter months. Once the foundatj-on was completed in January, it was not backfilLed correctJ.y. The foundation backfiLJ-ed itsel-f with snow. Correct backfill as discussed in the report by KOECHLEIN CONSULTING ENGINEERS is a complicated seguence reguiring only soils approved. for backfi11, proper compaction of the backfill soils, a perimeter foundation drain sloped to daylight and a safe slope to the backfill ground surface including positive draj.nage a$ray from the face of the foundation wall . Failure to correctly backfil-1 tbe foundation and place groundwater and surface water diversion around the residence,allowed the slope failure of the soils above the residence. ]NVoLVEI'{ENT OF A SOILS OR GEOTECHNICAL ENGINEER A soils or geotechnical engineer involved in the construction process could have seen the surface drainage swales directly above the residence and deternined that seasonal run-off exists on tbis particular site. qrpical nethods of diverting seasonal run-off include installing interceptor drains below the surface for giroundwater and surface swales for surface run-off. Safe slopes could have been maintained with tlre use of site retaining walls. The Town of Vail and Eagle County Department of Planning and Development were inforned that a rrcomplete soils investj-gationrr was reconmended for Lot 18A. Involvement in the construction process by a soils or geotechnical engineer could have prevented the slope failure by properly educating the general contractor to the dangers of not correctly backfilling the foundation prior to the spring run-off season. 2) 4) Page 7 I'Ir. Rob Ganger 22 July 1993 3 ) INADEQUATE CONSTRUCTION oF THE UPHILL FOUNDATION WAT_,T_, The uphill foundation wall was not constructed in accordance with the structural drawings or the desires of the structural engineer. The height of the foundation wa1l was increased without increasingr the design of the foundation wall. The original- design of the foundati.on wall was not red-lined correctly onto the structural- drawings (vertj-cal reinforcement,slope of backfill and positive drainage away from the face of the foundation). The assumed equivalent fJ.uid pressure was not confirmed with the exposed on-site soils by a soils engineer. The concrete slab-on-grade was not placed prior to the foundation becoming backfilled by the failed s1ope. Even if the foundation system had been constructed correctJ-y, it still would not have been capable of withstanding the forces from the hycirostatr-c and soil pressures of the failed slope. Correct construction of the uphill foundation system could have prevented some of the damage caused by the failed sIope. CONSTRUCTION I,OAN FINANCING The construction loan obtained by Ed Everett from FIRST BANK was temporarily suspended from L2-23-92 until 2-L2-93 because of a Ialrsuit from his neighbor, I'fr. Levis W. Pennock. This coincides with the time when the backfill of the foundation was to be completed. The snowfall during the winter of I992-L993 was above average. By the tiroe financing had resumed, the foundation was backfilled with snow and removal of the snow fron around the foundation was very difficult. The lack of finances at the tine the backfill was required around the foundation, prevented Ed Everett from being able to correctly backfil-1 the foundation before winter buried the building site with snow. The noisture from the rnelting sno$r around the foundation contributed to initiating ttle slope failure above the residence. This report has been prepared in accordance with generally accepted engineering practices in this area for use by the client in deteraining the cause of the structural dFrnagfe to the partially constructed residence. The conclusions and recommendations are based upon data obtained from the individuals involved and visual inspection of the site after the slope has failed. It is to be understood that this office did not visually inspect the site prior to the slope failure and was not involved in the design or construction process. This inspection and report do not warranty the slope from continued failure. The building site in its existing condition is unstabLe. The site must be stabilized before Paqe 8 l'1r. Rob Ganger 22 Jul-y l-993 next spring to elininate risk to the buildings downhill and alongside the failed slope. Consult a geotechnical , civil and structural engineer to stabilize the site prior to this coming rttinter season. ff you have any guestions regarding this inspection and report,please contact this office at the phone number shown below. Sincerely yours, THE MJ I4UELT.ER CO., TNC. Uark ,t. Mueller, PE President cc: l{r. Bill Koechlein-KoECHLEfN CONSULTTNG ENGINEERS YE?6IYEI 'oilAL-l$ Koechlein Consuiting Engineers Consulting Geotechnical Engineers 12354 W.Alameda Pl<tary. Suite 13O. l-akewood,CO 8ff?28 (303) 989-1223 Fax (303) 989-0204 July 15, 1993 M. J. Mueller Company P.O. Box 2747 Vai1, CO 81658 Subject: Everett Resi-dence z8:4 Snorvi.rerry lrrrve Vai1, Colorado Job No. 93-84 As requested by Mr. Mark Mue11er,to observe the site condiLions. observations and conclusi.ons. I visited the subject site on July 14, 1993 The purpose of this letter is to presenL my At the time of my site visit the wood framing of the residence was in place and the concrete foundation va1ls had been constructed. In addition, Mr. Ed Everett \,ra s excavating soils behind the residence with a backhoe. He indi- cated that about 70 truck loads of soil had been renoved. The'proposed struc- ture is planned to be 2 stories with a crawl space and a garage in the below grade 1eve1. The longest dj-rnension of the structure is perpendicular to the slope of the site. The foundation walL on the uphiLl side of Ehe structure has moved resulting in the wa11 bending approximately 7 j-nches in a downhi.!1 direction. This has caused the wood framing to also shift in a downhill direction. The uphil1 foundation wal1 has cracks from the bending. The wal1 was braced after the initial movenent occurred. No significant cracks were observed in other foundation wa11s rrit.h exception aE the corners of the uphi11 foundat.ion wa1l and Lhe side wal1s. The natural ground surface in the surrounding area slopes downward steeply to the north at an average slope of about 2.5 to 1(horizontal to vertical). The uphill side of the excavation, at the Eime of my siLe visi.t, was near verti- ca1 . The ground surface immediately uphi11 of the structure, where Ed Everett was excavaEing, varied in elevation due to his excavating. Vegetation in the undisturbed area consi.sted of natural grass, veeds, aspen trees, and pine trees. The exposed on-site soils appeared Eo be sandy, siltir clays wi.th cobbles. The soils immediately uphill of the residence were saturated and a portion of those soi.ls have been removed by Ed Everett. Water vas flowing from the drainage uphiIl of the excavati.on and also seeping from the uphil1 side of the excavation. Ed EvereE,t was digging a trench for the water Lo flow M. J. I{ue11er Company July 15, 1993 Page 2 off the proDertv. The soils around the drainage had moved down into 1he exca- "?!Jo! resultlng in an enlargernent of the drainage above the excavati.on. fn addition, cracks are visible in the soils uphili fror the excavation and on National Forest Service land for a distance of about 15 to 25 feer,. These cracks are indicative of potential continuing slope failure. f understand the project was not investigated by a Geotechnical Engineer. The excavation \./a s dug in about October of 1992 and then foundacion wa1ls and framing lt/ere constructed. Then construction stopped for about. 60 days due to a lawsuit. This resulted in the excavation being- left open during tle winter and no backfilling occurring until April 1993. Snowmelt started before back-filling could be completed. hlater began flowing into the excavation frcrn uphi11 and the soils on the uphi11 side of the exiavation began to nove. As these soils became saturated, they began to flow into thg excavation and around the structure. f was told the site is considerably drier at the tine of thls siE.e visi! than 1t vas in May. The site j.s in an area mapped as an o1d landslide on the geologic hazard map prepared by Charles S. Robinson Associates, Inc- fn the mountains landslides or slope failures occur where steep slopes exist and where water from snowmelt can flow underground and saturate the soil-s. The saturation of soil reduces the strength of the soil making it susceptible to failure. The sides of exca-vation were relatively stable when they were dry or frozen. However, when snowmelt started, water began to flow in the ground beneath the drainage and in the drainage above the site. rn my opj-nion, the uphi1l sj_de of the eicava-tion failed when some of the soils became saturated irom the surface and sub-surface vater. The failure was accentuated due to the drainage which comes directly into the excavation and aLlows lrater to be dj.rectLd inEo these soils- The failure would not have occurred if it had been backfilled cor-rectly before winter. Correct backfill would have j,ncluded soils approved for backfi11, compaction of these bacl<fi11 soi1s, a perimeter foundation wa11 drain (refer to attached Fig. l for a typical drain), and a safe slope to the ground.-surface (generally no steeper than 2 to 1, horizontal to vertical).The soil's on this site will continue to fail until they are stabilized, there-fore, there is a risk of damage co downhill properiy until the soi.1s are stabilized. fn my opinion' the foundation va11 failed and then moved 1at.eraIly due to the increased l-oad from the fluid condition of the soils uphill of thl structure.Typically lateral d,esign soil pressures would be 5o pcf equlvalent fluld weight for horizontal backfill and 65 pcf equivalent fLuid weight for backfill at a 25 degree slope. These equivalent. fluid pressures do incLude hydrostatic Pressures for a saturated condition. The addition of vater to the soils vould add. approxi.nately 60 pounds per cubic foot equivalent fluid pressure, thus doubling the pressure. The vater pressure against, a foundation wa11 i.s reduced by lnstalling a wal1 drain. This wa11 did not. have a wall draj-n when it moved, Llithouc having seen the site prior Eo and during the Eime when damage occurred, f do noE know if the wa11 drain would have reduced or stoooed the damaee. -: M, J. Mueller Company July 15, 1993 Paoo ? If construction does not continue uhe site must be properly backfilled and stabilized. ff the st.ructure is repaired and conGtruction continues, I recom- mend the fol1or^ring: 1- All soft saturated soils uphi11 of the foundation wal-l need to be removed and replaced with properly compacted soils. A retaining wa11 may need to be construct,ed to obtain a safe slope. 2. The uphi1l sides of the excavation need to be cut at a slope of at least 1:1 or L L/2:1 (horizontal to vertical) to conply wi.rh OSHA regulations. The existing site conditions do not comply with regula- tions . 3. Excavation of the soils should be done carefully so as not. to cause additional slope failure. The fail-ed soils on the National Forest Scrvice land shoul-d be removed and replaceti witli colirpacLed sr.rils. No cracks should be left in the soil that would a11ow vater to flow int.o the ground. 4. Any \.rater seepage found in the uphill cut would need to be properly drained with an incerceptor drain system. 5- The surface drainage uphlll of the excavation needs to be redirected so ltater is not alLowed to flow into the uphill side of Ehe st,ruc-ture . 6. Reconstruction of the foundation wal1s nust include a rvalL drain systen. 7. A11 construction indicated above nust be compl-eted before the start of this coming winter. 8- consult ,.ith a qualified Geotechnical Engineer to obtain a site specific invest,igation. r appreciate the opportunity t,o provide this service. rf r can be of further service, please contact me. Sincerely, KOECHLEN CONSULTING ENGINERS /dflILil t*A-ad* William lI. Koechlein, P.E. President \fHK/gk (3 copies sent) CLAYEY 8A CK FILL BACKFILL COMPACT E D TO AT LEAST 90X OF ASTM o 1'557 (SEE REPOFT FOB BACKFILL RECOMMENOATIONS) NCASE PIPE IN WASHEO 3/4 TO NO. 4 GRAVEL WITH LESS 3 PERCENT PASSING THE NO. FLOOR SLAB | 0'NOT E: DRAIN SHOULD 8E AT LEAST 6 INCHES BELOW BOTTOM OF SLAB AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE HEMOVED BY PUMPING. BELOW.GRADE WALL REINFORCING STEEL PFOVIDE POSJTIVE SLIP JOINT BETWEEN S,LAB AND WALL TO FOUNOATION WALL TO REOUCE MOTSTUHE PENETRATION z = @ INCH THAN 200 s tEvE \-4 rNcH DtAM€TER pEFFoRATED pvc prpE. THE DRAIN LINE SHOULO 8E LAIO ON A SLOPE RANGING BETWEEN 1/8 INCH AND I/4 INCH OROP PER FOOT OF ORAIN . JO8 NO.93-84 TYPICAL WALL DRAIN DETAIL FIG. 1 I'RY ZE '93 E4I1BPM BOYLE ENGINEERING o IT.IC. VAILr CO.P.L/-Z lt66tL z,(v,{o,ctu, Fn Facsimile Gover $heet To: Dan Stanick Cornpanyr Tolrrl of Vail BuiHing Dept. Phone: 479-2138 Fax: 479-2157 Frcm: Timothy M. Boyle Gompany: Phone: Far: Date: Pagec Includlng ftis GOYer page: Commentr: Boyle Engineedng, lne. goil478-2174 w3t476-2170 5/20/93 2 - HFY EB '93 E4:AlPH BO\1-E E]{GI}EERING INC. VAIL, CO. Ilde: Sl9-93 JdMffiq: YZJ{Prujdr !t,!|tfi nsNdaica l,ocatioB: SmDery Lmc VaiLAO C-oalnctoc Ewrttt0doln$o[B Oxffi BdBrcntt Wcalcc RCIfidy-fld t Hr6ctrrd Sits:Tim EqrlE Blq'ptctt Johtr a BWhen$rctriq$IDG. t43 E. liicadwDdvq llulp3S Vatl. Cobado tld57 Edflcrdf D.O.86166 Vdl,Cdorrdofld6f, Tfc follwitg ilrur rrrt obrcrvrd: Iar md tlw bctttd tho rtridropo has ge! dE4r sinrE tL ltly l7 inspoc{ion. lrtud snd wrFr [ft srtrEd5r rt the top dfcndation *ull clarahn for Sg fr{ lcqsth dtb tlu rrlt. $lig[t anmdr art flowing ottr tlr mll In frc central portion dtlc hndlding. ',fhc qmntity of and $rd wrrcr nowitrg trud lh6 hdldiry hs als incnarcd OrF &lb trE isl;ri.{ tts rtrr of ttc hdtlng rr tc ft.Enfd mll bndrd tlc nt* cad. Ed har a ta* lm& o tb sib sd is atbnFng b rcuw Ms ltom t|. d|lrW ure arl g a cbrnnd to ellow e benm fbw of t[3 iryl rtd v{t!r. Tbc tr|rd rtr nil tto.t!p lo rce ttl iGio' dlt! hlufry flrd cv"|t|flc tlrc coaddor of ttc forndation ad dming. I dtplEiilEd thE iryrEnE d pctrruing tbb crdudfl and El witl dauptu' apfi s r[ulE ro thst w c|[ In$act ilE$ ctcmt|tts tfiioflw' I rlo rtfird ttr iryortrlm d rddlng @s $filc to tb rur rmll !t lhir ti". ald Sougly n;ggEtort th00 nnq hofca bc &itled in tho kmrr podton of rhl{ wall to rdicvE rono d lb prcccrc. f ds drcd U $s fiofhg tad bccrr ittddad @r th ndh od of tlE -in hvcl fttuirt vkl it ir ofr of ltE bdEE- I sftrnd th incnca*d iruort*rc of ttir shodng rim urd ie litdy to €ontinr fiowiqg qr& tlii lbor 6$!10" Sre aglErd ihd ttr! otrry fteSI rtd can bG |InlrhGobd ot lhb fi|n b rtqirg [Dd md rtlrlnililmcc lItrtl tfic dldrlcsqrt OolythenqlsBadrcsapopcrtfflleddrdintgBbehdtrfrtr[dedm,rm€dirlrmiltotie fourhdon at*.Eq sod ffiial wd b tb freat portior of tbchdldi4g; P.1/1 rrcsithnt r- , MtrY 19 '93 EE:IBPI'I BOiLE ENGINEERI].G o INC. VAIL, CO.P.L/54 Facsimile Cover $heet To: Gompany; Phone: Fex: Frcrn: Company: Phone: Fax; Dah: Pagec Including this eovsrpagE: Gommentc: Dan $tanick Tovun of Vail Building Dept. 479-2198 47s-2157 Timothy M. Boyle Boyle Englneedng, Inc. 303/476-2170 30a476-2170 5/19/93 6 Fn F1RY t9 ',93 E:13P1'l Bsyh Etsimcrirg; Inr, 113 E blcadorDrirc, SuitE 390 Vail, Colcado El6J7 &lf,wrctt P.O. Bor30B6 Vdl,Coloillotf$s Tindhylil. ftsidat INC. VfiILr CO.EOYLE ENGII'EERII{G o P.6tfr) hc: t-t7-93 Iftlrfiutur 92'4 Prqicct Erstitf,cddlcr Locatio: Snor,bettyLmo Vail, Co Conncror: ErndetCtrtonl&n$Orvm: EdEvcrcil Wsrtbin Rridry-5g&g Prcr644 l|ltc; nnDot{c FilEtE(fi Jerry itrArtlur Thc folluing lmr wuc obacrvcd: Exttmsiw earthut has bFn dorc 8ro|fial th! edirB bdldilg: tlsr,crrcr, tts ad0limal molntsc tw tb dnc ot6rt$prd,tmdryrhfll|lncd(lEroalhthcffinbqd*ndildtbgn&uqtdttihdHfngiNr8rirWb lhc tQ of thc tEar mL A ew sprtngr ue llowtng orcr thc ffb of thc didrrtcd roil bchfud thc rt*lrroc, d r ffile aunt of r#r ild nrd fu flwing rrilld tb tidcs d tlr dcd[ry. A wolc rrytlll d b crcaration to tbe riEct sidE is dfl06lllng mud ad w|rt kto tlat d.b d fu eswtion A rdfidirl rnout of mdlt|g rGiE Frrcdt imlEdidy rgFi;d tho rlrr foindrdon mlt r€r ib ntddb" Ed confimtd that thc eemtftn trd rechcd tDE frding bnEl by tl€ rd of thc dry or Srfuldry, ffid fu tlo ttntUtowtdocrrrredsilmthc!. l&al$fNdtlrtrurdhf,dtlorredhlothegnrzgFop.oitrtolbdrmltillelde 0f ilt hiffitrg. l&d !!md lho hrildiDg rrd iD lhc driy€r{y rys in r qrd* andhbn ud qpcrcd to bc mcrrte*eftuhGEbwi{d!ql. Ws rwrt udle O ffi the inhbr of tlE funahim $p tp thir 6[ eoqllffu6- Tffic I could rd snlmt; the coditin dtb furtrim or imirg $'*ur- Itdd Ed t|r|t thc pnearc on llF wrll uas eqrl 566 .lirhttf gn|br.trn th6 ffa6 e crE* cAdicr duc F tllc iEllsed qtuu|E h ltF $ll, Thc qalb gs mdodtldty |l|ldrg e trl hrrd[drdc Md d lhiE rima I tgrln .ryh'{zdl tbc inpoftrce of drodng thc trr uall md str&d 6Nt dr daluac urcrp holcs irt ilrE rsir kall rE iE baia sfiH h"b b relfum :oqs dtl9 pr,*rur m tb,o wrll Bt drtcd tlu rhoring ir in Sps, tu tlnt it var mt qdc u sdauiyr rr w dircutcd on ny 5-t2-9t visil lb .d!r!.| trcr4 bbddtsdcocofcquipnut!odndcumonurtocdEndthgtsthafrcmctcorndeflhrErt ocmrs d the hildiag n rh.t nud ard rrdcr vill bG $b lo flore armnd tbc trsidcacc. AOYLz fuq HAY 19 'S BE:TPFI'I BstleEqirEstitr& hre. 113 E lr|.dow Dsh,q Suits 3eo Vsil, blottdo El6J7 fdEwrltt P.O- Borieff Vril,Cdorr&tfaiE INC. VAIL' CO.EOYLE EI.GII.IEERING o P.4/ffi DrE: 5-12-93 tobNr!!frEn 9751 Fqiod: hrttAcridcc Loodio: Sronfrcrrylam vrll CO CorrmEtol: E\|t|Eltcqrtont&|||Fr Owrcr: ElEr&rtE W€dtar Rrdyf,firyztdq PEsEut sf Sil€: fiD Boylc ElErtErEt Jobtr Thc folowing ltcur wcrt obrcwedi $6il fu sfill ftlling d d thc cxclrnthn cutr uund thG hifdiry ard lb ldgtt dtho grade rround th ffidoa sals i! mltmitrg to irEltarc. TDc frniry ir mftuftrg b tr|ltE crdtrS lqrods aglln DdnE tb h@ tI3 flonhca$ conEr of $c bdldlng Ttc rmout otnnvcmcn ln dr nar fudatlol walt ud Ganlng lr olnlmlb lutrt rhqn 0t6a1td littEr{ry. Ia*nscd Ed to EhorE fu fop dthl rtar furtrddior wrll aod lh kitrg dlhe €ast portion d fhir wall "gpi'4 ltul movw- p.r$ru.izod $gt thF [[or di{thfag[ ftrB fon txbal ftr ilpport tI€ trp dthb ftilNiaitg wsll Nrd trarulbr thc $mr hntr to ilE rftb Falb. I elEo trddlud t|tlt dnm ttb dirpttgrn is m btqEf drCut$ aonrEdndb ilE ! ridc wrllsof lhc bundatto it b iE+ehdlfwidttrg hed flrpport frrttc @ dtbc rclr CoordirEsd tbp sioritrE pbcement with Ed. HG wi[ {dd trD t r t tidcr: drgFElly ftsn Oc to of tle nr wall udEg|figc&$,ltottcrlrbaryrordmactya,tsdcgncurglc. Clcar3w{Ubcbotcdbtblslt$sthlt{olrsr Itamcr cryrukn tolla to nd* didiag drltc tffiEdrhtti bools. Itt brel=s ir thc tsd gottim dihc bnildiqg srl s rlorE diffimlf poblen sircike f,i do Sotiry rds or drb b sqpct thil, olt spoffid ro[ &l will sff t x t kw Et ftq locztioDi aldg lb loqgh of tir wll; thrc d $c try d oro d th$ hotiry llr tb ftuing dcp. All of rk wltl t*srt m tlp rddt 0f thc trill rpacG to tDG fu well for slid im0rt. I tlrg8F*od E br*6 r| 4i dcgmc r|l plflr vicn ft!6 ttc c* ndl tcn podEt to thc bpdttc tl|r mll I agrin cltpItsind thp irlonerse of dtcilin8 tlt pqtrwn oo tb fsudattsr rallc. I bld Ed tb h oay t3 dficdt lo rrolovc ttc soll pfilqn,!||icrS {trnE cEyb8 de oxcrrrfioo. I slabd ttd if tlc looval gocesr bcmcs iaoesibk duc b thir condrued roil mvemm, drm Sc nrffi te# @ ffiy tG to &ltl necp loftr il tb Miu *rll ncar ib bdom to dh rrer tod [o.l b Atp t&D d tdtsvE toEE d ttc 6uc. t dm Erytr&Fd tbd th Ehsi4t rud te i'l de prior to rsy {ddid(nd ffir}iliorr nodc b sloon tlF @ of thc frEddior rgrilrd tb additimsl srdar8o lodng. I aftonoonrcndd rtorilg ro srfortllE r.rin l6|El ftofug dbotltte€d rd wstfiGtlotg t!0frft rdL rr4 -a .L... u. ..* 2t J.-... .t .r.Ei-- .4 4 .t) Ll-,F I L- ,.tJ EI t -.|J a}'r.c. r'a** .t- hd-t - .i- *'Eslr €Err.l, rrrs Br rsc mntr IuEt wu rt t[rort E lr.Dmg m E!8 lIlH. suggeg m$Iryloc tH,ffq8 0a boft lb et* rnd rt* qalb sf thir Gdtry ptugudon F lrclp rcri* ry rlltfoid nornnd, or rrAi4g: J rrld d'' tfc shortliogdotg tlrc bdod of tto ddc wrlls de6 hdldiqg E[tnld alo bo conptded to pruvb dle latrnl rigiditti[th*mclE!. I'ftY 19 ',93 @iL?FH BOYLE EFIGINEERING o INC. I,HIL' CO,P.5/56 Pdgp 2 ndrf X.porrtg hrcrcttRcsidme w t7,t9g] Ed $.Gdtlt|t h0 turld finaddhtg rtortustlit !forrffildtbd b6 hWGd h hsrt rlcfic.rlmu thc dtc by t4Tqrryff to F& &noYiagldl stiltrrd dp ftodalir. I& dr ffiFd ttat ils fianrtrq rnw hes qdt end thar I rd htn will bc dgiqg rho nDair wlq ItctF h8t rot Deflany addtloml rcnodinl ro(t doilE b &E hrildiqg ri[s tb tbb rd ffil tean in*rltofb ou Mdry. HHY 19 ',93 @:llPtl lq{s r.ngi n€{ting lag. tl3 E. Mca&wltrivc, Srile390 Veil. Colqsdo 111657 EdEwrlt P-O. BorXoiS VdlColor*tt6$ INC. VAIL, CO.BOYLE ENGI}€ERING o P.3/58 Dat€: 5-u-93 IobNwtcfi 92il Ptejcr: Ewrrilt RcCdocc tocathn: Snmfuny L:me Vlrll, co Corltrctor: EtErrfic|ldoorttoe OwE FdEr€rE6' Wcotlcr: Surry 70d69 hcsotatSita: limBotlo Fhld Rgoo* TDt foflwing itcur rvcrc obrcrvcd: Tte eJeurfq of tb ioil bal ri$! bcbl$d tlc hndadm cdll {nd it corieinc ert e/ffi tirn if did y!$crdsy. Wisor is oowing 0o dE strfrcc amund M sid6 dftE roddclc rnd ttrfigh tb rewl ryeoe ft(|n tb ftoli4g sap rEid itr thc sdlh Ersll. A Fif @h drnov ras obcsvrd in gort of thc crrwl rgce, Tb EfiDofry Fdr wtid sforl frsning cr $! ilruior dihc oanl 4* art ulrrcnrtly hfiirg on tatrntld mil llolt of llp irhi(n podr havo bEEa Frutd b f,Eport th€Gpoda TtE tlo[trg ir orrldqg fiEilirrtg tiltdr x'ti€S &6ir lo EDs frurn tho crd crd of $c troftb dda d tb hlldry. It appcars ttar thtr is tho oorrnd of the 0o0r jdil! dipirs oE tho ulAc oo urlu ftuddon v.ll. Thc joirs qflq|ilyErtil€tE 5'-7o'rcrthls $dll,bu thstlhilntecqrbbqf $fniqgtbdltdlddolthchmtryitr thi6ffiitiotr- TlE c has not baa ary ditiolgl ttmsfiat uqf( ddtc to thc hdldins BircE t!. shb sd ilrd bcam lffiaflxin Fsletdsy. BryleEngircedrgi, Ioc. 143 E, tr{ealffi Drive, Suite 390 VaiL Colorado t1657 Ed Evcrctt P.O,863{[6 Vril, CobrdoEl6lt .:2........-Datc: Q:U:9t IobNunbcr 9254 Pojcct Ertrcfincddcrcc Lmtioa Snowtcrry L^ure VaiL CO Contraclor: Everett C\stom tlomcs OwD€[: Erl EY€rfi Weathe'r: hdyCloudy,65@ hosctrt at Sire: Ed Evcfitt TinBqdc Ttc following itcnr wcrc obmncd: Thc excawtior har cavod-in behind and at the sidec of the recidcocc. ThE gnde larcl is ncady to thc mdn lsrel floor elpation bcldod thc hlilditrg; and this elevitiotr t4ert almg batb sid€s 6f, f[6 {si6lling The soil ic in a supcrsetnratod coadirion and thc sidrs of thc cxcavation d€ corutf,ntly coning Ime ald rolling egplolr tht foundation It is obt/tous fmm tltc sdmt€d condilion of t[e sil ad la* da dlylig[lnd drain pipe that ttrcrt hae not beu a drain systcnr or gFavcl bflEtftll insdl€d, E{t conftmEd thet hc had mt indalled either of these prior to thc cnein. Ed alEo EtrtEd rhet e 7 dianctcr bqldcr had b$r hcld in placc in tlrc facc of thr Grcsration c|rt all wider t.rd tt I tftts rock c*ne loose ard inpactd tb€ fonndrtion on Saturdry, lvlay 8, approxhutely fic sanc timc that thc care ir occuncd, The pressure fton ftis impact and thc lrydrosuric fomee bm,e movcd tlr footing app,oximatcly 5i to thp norlh in thc middlc porfion of thc bsildis& Ths top dwell 4pean to haw *ifted approxindely tic sBEE atnount to lht north, s&flting diagotal BtrEss fiar*s mboth sidEf dthE jog in the middle dthebuildiog. Thir fuiurdstioo tuovffiil har prrrlud thc main lctt| Aoor diaphngn an qusl atrxlrrnt to thc north, causing lhc sill platcs to shcer looec ftom tte side wrlls d the fundatiou aad gaps b qpca up brtcrccn the flsor sd sonth wall at thc sodhcad and roilt*tst mrnere Very ftw ilcbof tolts wEtE yiribl€ os lhe EidE wlls. It agpcnrs that thcy w iudequet€ly qtoc{d to uansftr diaphragn $rcar o thcsc walls. Tlr gffiUE slab had not bccn poured prior to tb €vFiD ts sryport the sunh c/dl foolitrg. Ed is in thc prrccss of porring thia gamgc nlaD u$av. Furthsmorc, hc tas iutall€d a scel bcan fron thc south rall footing to tba uorft crsll st thc jog in thc niddlc of tlw bulldlng !o lfurthcr rrsist movcmcnt in tbc h*ing. Tbs soil m thc futcrior of thc bullding ls al$o srpilsatrtrated rrd contains a subdantial anount of claya. Tbis combinaion undu$tedb clcatal a slip pleneurdcrtte ronhwall frotitrgs,tichassktEd itr tbE EovrrDEDt I instucted Ed to attempt lo rtmo!/c thc soil A,oB srsund thc fmndation as soorr sr psiHc to lowr th hydrostdic prcssurE on thc rdlls. t inforEd hio lhd th w'alla rtre not dsciped to resist a frll hy&o8ldic hffid and thxt furths nmement is possible unless this prtssure is rclicvcd I also starcd thst the rcmovrl *itl be BO TirnotftyM. will ondme to dirylac lho eoil rtfiFvcd utrtil tlr nmilain above thc eite dier sut. R dd 3 d3[ PP:sfl g'd| ''c'r s r! r\)F NO 33 3il ins ir ; 86il -a{-8 ir og rg -a ll- HT B[8 T T! e oo o oo -PP' ort F I I 19 @ rsH t N(,tE P3 ff 1E -6 R !F 6> B6 B PP fnn t 3Z o(4 lru e88 19 t) i :P9 ds& *PE Icl 3q; ^E6 9ET -iln N_ o i;s F:0 l'liE . gi 5r P.t* >rl rn tll F TT ElE tn illn dE:E; E: HF$Ft< <fr '99 ' X 'l Fr r< Ct<o(^ t. -f' '96 ifi $sr Ffi A;; nz it na B 5f, -.B at o Rt ET o.t c? t;;! $t @ E 6 fr 6 n |.) R A (h 'l h rl1 i T J q i1 h , tr I n;F.:n gx >tn <(o NX l| :q ;E 1d 'a'I> g'm :F *rV s {I I dt (tl a n P 6 E m I o 5 R lft k ti) A E -.1 s q B c , t ' f, lgt il P 33; . t,il99 = id':il E =iB -o i .! dg ; E E;g rA - !^ - lw ; ;il g ile s Ei € rls 6 Bg :) t9 Fr ii-!, b t. E (t oo 8g 'nT s'H 46 { |lt 9 ! fl I h $ P ! $$ mm blE t5:,l< '..N n| Btilh ^B +s I <-t-t-{-a q|ulbgrtv rtttt ,ir tltJt 568U3 @ETDO tt?t \.- ,--2\ $Etfi UJ 5 N z Y 'Lat o8 a.r e rtrll I Il -ESSiI EIBEST azaa, tSrlN ttll tl |'llJl!l BBTi \n C\J v (O a l-n F I I o ; o ; E !; I ri-l (' (l fo ri-r =l rN YP a'(i _s d f* @ ul t g e 5 \l z/"Qcn LtD @ cff *r (.J -( p g> r+ gl I 0 o I 9r- ^)l 6 a {-} e<) \-4 I 9H lf|!F rP at "t i r{g 3a o ;F |n ftP <'l F 'O!!F mE , P" IF o t ;3 o lop Fi;i bsb! noF-i't [ ;l ^,ud-fi ."; s'ess t' Pl sF5 q '- Aoti u Fq bbbi T I 'Y *P +\-\ a 1 I03 9,19 582f,I^IORTHSTfiR LUhEER J 67 a P . g2 f8d rffin oqe! Pssn r gt grf|r''I $$$i hif,ir $$E i8 I ne*$ [ 3E fi*;H -1 El d s'r "E :' ri l "'lH i Hfirirp H i E BEHa ot iliiililil H* Ig6 r: ifr8 ;fifiEH rit$i at'8$ ta T q q E c (t o o t n 2 I 7 I o ct ! tl < t0 ltl rj O I5* pEl nI Ei os EI io FI !a F s t$ b a Q b tl (,) !' c (o ) A y I q B 1 t I : !,, IT nq hh P9 !! H |n p t ?e i- N e E E t I I I I I EiF f,i - {}r. nf; i*Slbe i:p Eiu4 r's : ;l pi' h "s Es| ;Fg F ea *3i IJ '6 ? o la _v-t IL w r$**1 4i -sr\o 9gl .s. $ "r -.o \c 3.<-(-/, ilI F N r {i-a-r{rrd ?T}???E $rtf$*r EooS T??[ asHs e ul I rn F a { ) rs > tal .,|a., E at, iig$r taa OAN tll ttl B8B 8BB \s \AJ P 1 o I o + f,u I t !fi an rF xf FT -f; #9 E;I >!7'r cC 4 P FI ,-f Y f\) I g s. ( ,*l V +a p $' fr 6 I **'EE il E[iiE ll ilffi t I $ iif "",-- llF !ffi rtaart{ E ;i ^"A.' l#l I$ ;,iliF HHHg ERB isE [Efi rFI "b: gf; >tl dE irtr ot o nhF EEE 'EE HFI lge 9ra lg; HHH $J# I aa I B o a fi n tt f; 3 i E n fn It t H ld ! p { p ! *ra O at|. ltl n*mE tt IN It -l NI t8 h ? ? B Its ll b. lp o 1 C o ! G lr tn. P.(o a 3 g f q B f o 5 a.l d o o 5 {n e 6 I 5) ;? ? \,0 5 P t tr + -.o 4 ,5 -}o H L +' h .s t,/ "a c\ -F s N ,.N $ /P ffii BErD!8 r??rg FuaEg \\.t\ .9 \., r cti C>, Rlll'l , I :,j 4 1993 42 lVest Ileadou Drive Vail, Colorado 816f7 t0t-479-22t0 Vail Fire Dcpartnent January 4, 1993 Ed Everett 2834 Snowberry Vai1, Co. 81557 \ Re: Fire Department Access Dear Mr. Everett: +'\r n\Lil"v , 1r'. $f', $' r receivet'l a note that you had called on December 29 | rggz.r was not able to r:eturn your phone calr until this norning. As,$/e discussed this rnorning, youi originar request for mini-rnun fire department access requirements, made back in November, appeared to !" .. duplicate ressage. r apparently mistook your request as a duplicate because rde had atieaay approved ttie site'plan yo;proposed. As r recalr, we gave you copies of handouts and a copy of the specific code sect-ion(s) lunc ro.207).prior to you suumii€in; ail;plans to cornmunity Deveropment for review. you ind r had . *"5tirrg in my office during which we reviewed the site ptan, went over the code _ requirenents, and came to an agreement on an acceptable conflguration of tlre driveway. The appr-oved access is refrectea on the set of plans stamped ilApprovedrr \r Conrnunity Developrnent. .Tl" approved . plans should faciritate access under rnost conditions. The Fire Departmentrs approval is based on the site pran as subrnittecl and provides what wL- feel_ is a rrreasonable level_of protection. rr rf conditions change, the acces" i, cn"nq.a, -ih"'si-te is ctranged or additional flctors become rer_evant (ie.easements, parki'9,_ Iandscaping, etc.), the Fire Departmentrs approval may be revoked. Please contact me if this is not your understanding. Sincerely, Michael McGee Fire Marshal cc: Kristan pritz, Director, Department of Comnunity Developnent ja -.'.-'^'ll . j-"- RIC}]AFO€. LAMM JOHi{ w. nor Olne tor June 29, 1979 . of Planning & Development Dear Mr. Knighi: ,€T-1::- ir:{:rJil,-il1;l: Eagi e, C0 gl6Jr oEpARTMENT o r rva iui ii liidilic.is 715 STATE CENTENNIAL sUIT oeHvci.coi6ie-oi"J;,"#?;"'J:iiff :f i:i;'.'.r, mr,,.ffi*ff_fsftm :g^r^o-HP -c_Eor6-c I c A r sun yEy 3-7 9 iiIcSt\/jti) ,/r/L {i lgTg Dc . o/Fi3:ri.,63 ; gs1s,. i4tt, CwnV, Csto. :;.";';;';;,,. ,,:::9it to. a buitdins. sit,e'on pr*. lj o I' i,' i, I ?i o. o. l',', I : ? I *, n i'; ffi Hfsli,..S! .' I " L j i; i: : it . I I : i Si ncerely,A:4-t. n. Yaawtg + rngrneering Geo)ogist LR L /ba cc: Land Use Comrnission box 100 department of community rJevelopment vril. colorado 81657 (3031 475-s6r3 August 14, 1979 Eagle County Planning Comrnlssion Eagle County Court House Eag'le, C0 81 531 Re: Fi'le No,s SM-'ll3-79, Sl'l-'l'14-79, and SM-l'lS-79 0ear Comnissfoners: I ne tot'/n oT appl'ications VaiI recor,rnends denia'l of the three abcve referenced f'r gwing reascns: sH-]13-7 ls proposed is only 13,547 square feet !n other r.rords, a non-conforrning lot ls wlth a being crea -or Subdivision Appl ication. The ba'l cony of the proposed dup)ex is a'lso r.rithin tr'ro feet of the deslgnated Eastern Property' Line, t.rhich rnould be ln violation of the iequired Setbacks for the dupiex, Ug furthermore unCerstand that slop considerations are beinq vicJated bv ffib-pe considerations are beinq vic?ated by tffib- . SH-I14-79, As presented in the app'lication, Lot 2, Block 9, Vai'l Intermountain Subdjvision consists of .5'144 acres or 22,407 square feet. Under the County regu'lations in a RSi'l Zone D jstrict, 8,000 square feet is needed per dtrelling unit. Since there is already a duplex on this lot and there is not enough additiona'l square feet for a third unit, rr,e feel that it wou'ld be inappropriate to create the new lot. Si{-'ll5-79, This appl ication 6gain tvould be creating ur:Cersized lots for the density that is aiready bujlt, l,le feel that it is time that densities be strict'ly ccntrol'led, and thai thcse properties that are in excess of their density requirenent not be legit'imized. That is what vre feei vrculd happen if this Minor Subdivision appl ication is approved Very truly yours, Dick Ryan, Dl rec tor , PaVceT I8-B as i lex a'l reaCy on i 0ept. of Conmunity Development t CL^VEY EACKF !LL r0' NOTE: OFAIN SHOULO EE AT LEA$T 8 TNCHES BELOW BOTTOII OF $LAB AI TI'IE I{IGHEST POINT ^NO SLOPE OOWHW^RD 1O A POSTTIVE GRAVITY OI.ITI ET OF tO A SUIIP \flHEFE WAfEN CAN gE f,EMOVED BY PUMPING. BELOYT.GRADE $IALL REINFOHOING STEEL trocATE '6 tr DRAII{ IIATF WA UP ?IALIJ. COMPAClEO ro AT L€Atr 90x oF AStil D f€57 (S€E Fb,PORT FOR BACKFILL Pnovl0E BETWEEH POS'TIVE SLIP JOIN I S.L^B A NO W AL L d.cot *E*oATloNsl NC^SE FIFE IN YYA$HEO C/1 ro No. { GFAV€L WltH LESS 3 rEHgEttT FAsgll{o THE NA' PFOvtotEgDM SHEETINo qLuetr rO FOuND/rrION wALL TO iEOUCE MotSTURE P€NEtH^? IO^I l OII EONERETE Et\cE wa! 12rl 5 tnctt DtAuETER PEffFoRATED T.i{E OFAIN T INE SHOULD Bg LAID FLOOF 5LAE z I #5 REBAR pv C FIF E' oH A sLopl INCH TH AIII coo slEvE RANOING BETW€Efi I/S IHCH ANO I" INCH oRoP PEH h{Jor of olAlN ' (PIPE IIITH FII,TER I'AARIC' 2S34 SNoWtsEt{HY rlo' 5+r0H l,l015nl il3ufffi : l^louj TYPICAL WALL ORAIN DETAIL JOB l'lo. EVERETT'949-4117 LI\F 6F6 'O' : 'ON ]NOHd (,Ed ffi t'rn tyt'lwvnrF I ,w a rii \ l5 I $$,{lf ::? h- /-*q6r- ,.-\.-.;.., E -- --{ (D m f4 L.D Lt,--.r : o <x f m: d C)a =ix != s mPo 4mo <-{ I -m='-' t-J \c f5 o< 6P i9 -cn O clt >t a(! 'n _! rn l mc0 l- a- o= n= t- IXIIX t)4 1.54 -rt !O- z= z2 o"z rXrX txll.}<t-r G +.i 5* .E 6,ct:E {)t+ T rn 7 3 { 0z --{ 'a m; I HI bx 7Y t-P.)h;--\ -Il \cm =-l -l o @ m x ra -{ z @ =m ,{,-.4 (.., '2 t, a-) 4 .'z (Jl --J \-f ,/;\o t'? o o z U' -{n o {o z ?n --.i m nz >m --l > .)- m o i --.t t E I "Tl l-z z H IB tz IH lF t2 z T ft H Fl z e t> lF l'l fl r; F1 t:.'1 d H H I F F t= tv t_lo IX lu, lo' o 1 F r c) ln 5 Za) qn o m o I z o z i --m o t- l rl] H H l-l lo l€ lz lo t:l>l- ln l-r to l€ lz lo IT l=IE ll to l€ lz lo lI t> I'lr lE lz I |I1 H o z F, c) H ts lr lo l=lo l<t> lF lm lo lz t:l(,li l- mlo Fl€'lz le t<l> la lfi lo lz le I I I I I A'! oro :^ 6f <;3 (D uf- 0)(D -=*o :c 'o- o =q !. :t =--t {l ='f, o f o- OJ o f -{ {l (t, N : f c s. 9. l (D I o L f o)l o- - o) o o J o -l €a o = 9l o f o o rX rin (r< r@ic 'O,ft H H >@ 2^ --r > anC !lm zO m_n €z m I I o z -.1 -{ f, -I a m o 7 -o 2 - 4' co co >:(, c) \Jl ;-' zt.>l ,,-"\; l A lm I ,<r )=_1 fuA -rr I Jt -< t ?e \= |4\C-, fio<>n-o Jm IX &a ,././( K A III Z X-rO(,i € 9F -l ao - tsP P '-l rl F-l ] L: ---i--_]--i 'I r:\ i ,(.) \=n t:'+_l-t''--I*.E = 3 'F-) 'rE tY i-lrll I3 !:of r- zA l- = \'-T] o8 lo d= o-n :-1 ,c z c z t=oa F d) z)ml {l !tn I ol ^=l ;l 3l -l ^l >l >l :l -i =l ;l =l :I --t m c P t c J z ^O N P 3; n =2} HT ): ; i >H z o :8 ? ? lr " 3 !io < E b 12 lh {^ ^ ^-''1 z z <r EX of)*-tpN @ =)Er.:4Er)o,1Hu r -lE.- Ei F 1 rr I I I I 3 1..) ! H z '= € 2 o)( F f- c H z c z Fd H f'l t. c) N z z c :'H=zl|no .'t L z BrEl =t Y t En ='i->lro 6l Jt l \',-{({ \ I 'o ;l ot mr tJ lo. IF o .)n ir E F z z NJ to -.1 t- m 3 - 'n m m a c (t m -{ o z a m L --t o m g z m € h-.J m .) m =z -n m m m o I 2 c 2 T.rl o z o I m o x @ c z m 3 m n . 'Tl m m U) VALUATION .It m a =; z FI r =m - z - q 2 m rn o { ^ G 2 r\) J\ I FU F l--l It, I L't! Fl ts N) L^tO .c) N) ! l.J o, Town of Vail 25 South Frontage Road Vail, Colorado 81657 (303) 4'79-2L38 PIan analysis t.ne lyyl unlrorm Name: EVERETT RESIDENCE Date: October 14, L992 Occupancy: R3, Ml- Type of Const: V-N NOTE:The code items listed in this report listing of afI possible code requirements selected sections of the code. based on Building Code Address : 2834 SNOWBERRY Conlraclor: EVERETT CONSTRUCTION Architect: NONE Engineer: NONE Plans Examiner: C. Feldmann are not intended to be a complete in the l-991 UBC. It is a quide to FL NAME AREA MIN.LIGHT MIN.VENT NO,EXITS EGRESS 2 Master bath 2 Master bedroom 2 Bedroom #3 2 Bedroom #2 2 Bath room 2 Laundry room 2 Ha1]s, closets, etc. TOTAL FOR FLOOR 1 Kitchen 1- Living room 1 Bath room l- Bedroom #1 1 ni ni Y1.r rl''\.'\m 1 Hal1s, cl-osets, etc. TOTAL FOR FLOOR B Furnace room B Garage B Hal-ls, closets, etc. TOTAL FOR FLOOR BUILD]NG TOTAL FOOTNOTES:1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the followinq. -- Sec. 1,204. 1-) The minimum clear height is 24 inches 2) The minj-mum clear width is 20 inches 3) The mini-mum clear area is 5.7 square 4) The maximum silL hej-ght is 44 j-nches 2', The number of exils is based on Table 33-A 3) A mechanical ventil-at j-on system may be used openings for ventilation. -- Sec. 1205. (c) LZ5 262 139 LJZ 51- 111 238 IOl 5 1,48 513 69 214 749 254 L347 51 544 158 2423 0.00 zo -zu 13.90 1-5 .20 0.00 0 .00 0.00 1-4. B0 q1 ?n 0.00 2r .40 14.90 0.00 0 .00 0.00 0.00 6.15 1? 1n 5-95 1 .6Q 2.55 5 .55 0.00 7 .40 25 .65 3 .45 10.70 7 .45 0.00 0.00 0.00 0.00 NO YeS Yes Yes No NO No NO No No YeS NO NO No No No YeS 1 1 1 1 1 t 1 1 I 1 l. t_ 1 1 1 1 1 L 1 I feet (Owellings )in in 11eu of exterior 4) The requirement for an eg'ress window in the basement is based on . Sec . 1204. ROOM DIMENSIONS: Habitable space sha1l have a ceiling height of not less than ? feet 6 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection. If the ceiling is sloping, then the minimum height is reguired in only I/2 of the area. --Sec. 1207. (a) Every dwelling unit shall have at .Ieast one room which has not less than 120 square feeL of floor area. Other habiLabfe rooms except kitchens shall- have an area of not less than 70 square feet. -- Sec. 1207. (b) Habitable rooms other than a kitchen shal1 not be fess than 7 feet in any dimension. -- Sec. 1207. (c) GLAZING REQUIREMENTS: A11 gtazing in hazardous .locations is required to be of safety glazing material . -- Sec. 5406. (d) 1\ /.. 1--.i-- .i- .l )-, \rrqz.rrr11 .!rr .lngress and egress doors except jalousies. 2) Glazing in fi-xed and sliding panels of sliding door assembLies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors.4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building waII enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazxing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing j-s less than 60 inches above the walking surface.7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions:A. Exposed area of an individual pane greater than 9 sguare feet.B. Exposed botton edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor.D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. See exceptions. SMOKE DETECTOR REQUIREMENTS: A smoke detector is requi-red on the ceifinq or walJ- at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. 1-21"0. (a) 4. A smoke detector is required on the ceiling or wal1 in each sleeping area. -- Sec. 1210 . (a) 4 . A smoke detector is required in the basement. -- Sec. 121-0.(a) 4.A smoke detector is required on al-l stories. -- Sec. l-210. (a) 4. If the upper level contains sleeping room(s), a smoke detector is required .in the celling of the upper leve1 cl-ose to the stairway. -- Sec. 1210.(a) 4 Smoke detectors are required to be wired to the building's power source and sha11 be equipped with a battery backup. -- Sec. 1210.(a) 3. Detectors shalt sound an alarm audibfe in all- sleeping area of the dwelling in which they are located. -- Sec. 1,210. (a) 4. STOVE REOUIREMENTS: 1) Unit must be an approved unit. -- Sec. 3705. (a) 2) Clearances and hearth si-ze musL be per manufactures approval . -- Sec. 3705 . (a) & (b) 3) Chimney height must be per manufacturer's approval and Table 37-B OCCUPANCY SEPARATION: Between the garage and the residence, material-s approved for thr fire construction are required on the garaqe side only and any doors between the garage and the residence are to be a self-ci-osing 1 3/B inch sofid core door or a 20 minute fire door. -- Table 5-B & Sec. 503. (d) exc. #3 STAIR REQUIREMENTS: A st.airway in a dwelling must be at feast 36 inches wide. -- Sec. 3306.(b) The maximum rise of a step is 8 inches and the minimum run is 9 inches. -- Sec. 3306. (c) exc. #1,Provide a handrail on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. -- Sec. 3305. (i) Provide a guard rail where drop off is grealer than 30 inches. Minimum height = 36 inches, maximum opening size = 4 inches. -- Sec. L712.(a) exc. #1 The minimum headroom is 6 ft.- B inches. -- Sec. 3306-(o) Enclosed usable space under the stairs is required to be protected as required for thr fire-resistive construction. -- Sec. 3306. (1) SHAFT ENCLOSURES:1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal wit.h all joints locklapped. The outside must be l- hr construction. AII openi-ngs into any such enclosure shall be protected by not less than a self-closing sofid wood door I3/8 inches thick or equivalent. -- Sec. 1706. (f) 2) Gas vents and noncombustibfe piping installed i-n wal-]s passing through 3 f.l-oors or less do not need to be in t hour shafts. -- Sec. 1706. (c) 3) Shafts for gas vents, factory-buil-t chimneys, piping, or ducts that do not extend through not more than 2 floors need not be in l- hour shafts. -- Sec. l-706. (c) 4) A11 other shafts are required to be enclosed in a t hour assembly. -- Sec. l-706. (a) ATTIC REQUIREMENTS:l-) Provide an access to all attic areas wit.h a clear height of 30 inches or more- The minimum size is 22 inches by 30 inches. There must be 30 inches or more cfear heiqht above the access. -- Sec. 3205.(a) 2) Provide ventilation in all attic areas. The net free vent area is . to be not less than L square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50* of the required ventilating area is provided by ventilatora located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eve or cornice vents. -- Sec. 3205. (c) For a L076.0 sq.ft. attic area: Ratio Mirninum sq.ft.. of vent 1/t50 7.1,7 1/300 3.59 CRAWLSPACE REQUIREMENTS : 1) Provide ventilation either by mechanical means or by openings in exterior walls. Opening sha1l provide a net area of not less than 1 square foot for each l-50 square feet of area in crawl space. Openings shall be distributed on two opposite sides and be located as close to corners as practical . -- Sec. 2516.(c) 6. Note: Vent openings may be reduced to 109 of the above if ground surface area is covered with an approved vapor barrier and the building official- approves. For a 540.0 sq.ft. crawlspace area:Ratio Minimum sq.ft. of vent 1/150 3.60 2) Provide l8-inch by 24-inch access openj-ng to the crawl space area. Note: opening may be required to be larger if mechanical equipment is located in the crawl space. -- Sec. 251-6. (c) 2. 3) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor joist is 1-8 inches. The minimum clearance to beams and girders is is 12 inches. -- Sec. 2516. (c) 2. ADDITIONAL REQUIREMENTS : For R3 Occupancy This project will require a site improvement survey. Such survey shall be submitted and approved prior to request for frame inspection. Al-I crawl spaces within the town of vail are limited to a earth to structural fl-oor ceiling height of 5', be earth floor on1y, be ventj-lated as per UBC 2516(c)5 with minimum access as per UBC 2516(c)2 and maximum access of 9 sq. Ft. Any building site with a slope of 30 degrees or more shall require an engineer design. Such design shal1 address drainage, soil retainage, and structural design. Excavation befow slabs on grade shall not be pernitted without prior ^---^--^ l qPPr(Jvcrr. Address numbers shafl be posted plaj-n1y vj.sible and legible from the street . For Ml Occupancy . Slope garage floor to allow for drainage to outside or provide a floor drain with with sand and oil interceptor to dry well or to selder. Any garage floor drain connected to sewer must be appproved by Upper Eagle Valley $Iater & Sanitation District. rn garages wi.th living area above, the walls of the garage whicb are bearing the area above shall be protected with one hour fire resistive construction. tlBC 503 (b) . Town of Vail 25 South Frontage Road Vail, Colorado 8165?(303) 479-2138 PIan review based on the l99L Uniform Building Code Name: EVERETT RESIDENCE AddTESS: 2834 SNOV{BERRY Date: October 14, L992 Contractor: EVERETT CONSTRUCTION Occupancy: R3, Ml- Archit.ect: NONE Type of Const: V-N Engineer: NONE Plans Exami-ner: C. Feldmann This project will require a site improvement survey. This survey shatl be submitLed and staff approved prior to a request for a frame inspection. Under no circumsLances will a frame inspection be done without an approved site improvement survey. Exterior surfaces with stucco shall be provided with exterior metal lath as per UBC 4706 with 2 layers of paper. Windows and doors are required to be adequately flashed(not with just screed metal). A lath inspection is reguired prior stucco application. Domestic clothes dryer exhaust ducts sha1l be instatled as per UMC 1104 and 1903. Flexible duct connectors may not exceed 5t in length and shall not be concealed erithin construction. Ducts shall terminate outside the buiLding and not exceed IAt I ar.rrrl- h No lo*""tic dishwashing machine shall be directly connected to a drainage system without the use of an approved dishwasher air-gap fitting. UPC 608. Cross connection control devices shall be installed to protect pollution of potable water supply by use of approved baekflow prevention devi-ces. UPC 1003. Donestic ranges shall have a vertical cl-earance above the cooking surface of not less than 30" Lo unprotected combustible material. UMC 1901. Heating and cooling equipment located in the garage sha11 be instalfed with the pil-ots and burners or heating elements and switches at least 18rr above Lhe floor level of the garage. UMC 508. 10 11 I2 74 In buildings of unusually tight construction (all new construction vrithin the Town of Vail), combustion air sha1l be obtained from the outside. Such combustion air openings shall be as per UMC Ch. Supply a mechanical drawing indicating design of system, size (BTU and volume) of eguipment, vent location and termination, and combustion air to be supplied prior to any installation. The enclosed usable space under the stairs is required to be protecLed by thr fire-resistive construction. -- 3305. (1) The open side of a1l decks, porches, stairs, etc. which are more than 30" above grade shal1 be protected with a guardrail . Openings can not exceed 4'. within R-1 occ. and all R-3, height min. is 36"-outside R-l occ. height min. is 42r'. UBC l7LL. Winding stairways may be used if the required width of run is provided at a point not more than 12" from the side of the stairway where the treads are the narrower, but in no case shall any width of run be less than 6". UBC 3305(d). At eaves and valleys an adequate underlayment shall be provided to protecL a st.ructure from ice buildup and water damage. Two layers of felt solid mopped to sheathing and between layers or a conrmercial nater & ice shield may be used as per Table 3281 . Because of this projecL's location, the foundation is required to be dampproofed to prevent damage to areas below finished grade. UBC 1707(d). The structure is required to be anchored to the foundataion with L/2 incn anchor bolt.s. The bolts must be into the concrete or masonry 7 inches and spaced a maximum of 6 feet apart. See code for additional requirements. -- Sec . 290'7 . (f') r_5 IO o TOWN OF VAIL PUBLIC WAY PERMIT PERM]TNO. OC27?S Contractor's copy to be kept on lobslte' 1.EVERETT RESIDENCE LOT 1BA, BLK 9 2834 SNOIIBERRY DRIVE STEVE ltOttLAND 8OX 3205 AVON' CO 81620 3. Work is for (ckcle one)WATER SEWER LANDSCAPING TEM Permit Fee Bill to: $ 7s .00 !! I I 6 E o I c o E t7 I t o l:o B ll I € = Paid:JANEIL TT'RNBULL )\T Receipt #: (Publlc Works) INSPECTION REMARKS: SKETCH PLAN OF WORK ATTACHED r ','i ' APPLICATION FOR TOWN OF VAIL PUBLIC WAY PERMIT 19 '1. Job Name Legal Description Street Address Excavating Contractor Name ,l Address Phone #TOV Contractor's License Number Slart Date 4. Work is for &ircle one) Completion Oate Water Sewer Gas Electric Telephone Landscaping Temporary Site Access CATV (Permit Expiration Date) Other 5. Trench-width (min.4') Length Depth Bond Amount $Permit Fee $ ,. -.." Total Permit Fee ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED, Rubber out-riggers are required on excavating equipment when working on asphalt. Asphalt surfaces underneath the bucket shall be protecled at all times. A signature below indicates a review of the area and utility locations and approvals. Once all utility company signatures are obtained, permittee has option of routing application through the Public Works office to obtain the necessary Town of Vail signatures. Please allow one week to process. Upper Eagle Valley Water and Sanitation (476-748O) g , '::-i t. i -. 7. tt. Public Service Company (1 -800-922-1 987) PSCO-Natural Gas Group (468-2528) Holy Cross Electric Company (949-5892) U.S. West (1 -800-922-1 987) TCI Cablevision of the Rockies (949-5530) Town of Vail: lrrigation (479-2161)Electricians (47 I -21 7 1 \...' L 10. 11. L 12. Public Works (47 9-21 58) THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. All excavation must be done by hand within 18" of utilities - (Senate Bnl 172). Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing backfill operations. Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection fee. I certity that I have read all chapters of Title 12 - Streets and Sidewalks, of the Vail Municipal Code and all utility company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required. ATTACH PLAN OF WORK. INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. r-'L_ ''*"I ,) .t-t\t / t-ti..j '\.''.,> .,', ;'A -.:i-,iJ,i -l ,/' "l ' THIS IS NOT PUBLIC WAY PERMIT! While - Public Works Yellow - Finance Pink - Community Development Gold - Contractor L ,9t ,o o hlnter-Mountain ;}t-gineeriilELtd %t August 6, L9992 Mr. Ed Everrett P.O. Box 3086 vail, co 81658 Re: Parcel 18, Block 9, A Resubdivision of Lot 18, VaiL lirternountain i)evclcpment Subdivision Project No. 92444s Dear Ed: As requested we perforrned a visual inspection on the above referenced project to verify a topographical survey by Richards Engineering, Project No. V-9028S in February L979. We found that the onJ-y changes were at the entryvray where the steep bank had slid off and a log retaining wall was placed. We also noticed that the 2 - lorr asPen trees at the east end of the parking area were gone, although we did find the stumps. The drive\day fias al-so been extended to the arest end of the lot for access to Lot 18 B. I{ithout nore extensive fietd survey this appears to be the only changes we could observe at this tine. DF: J lc If you have any further questions, please call.. Duane t'ehringer, P.8., P.L.S. Box No. 978 . Avon, Colorado 81620 . 94*5072 Denver 893-1 531 1420 Vance Slreet . Lakewood, Colorado 80215 . Phone: 232-0158 'T-TBA]K roJo, u"rt BENEFI.IARY AOOFESS Frontage Road West 816s7 IOENTIFICATION NO, EXTENSION/ MODIFICATION OF IRREVOCABLE LETTER OF CREDIT NO.'e5014es OF VAIL l7 Vail noacl Vail CO B 1657 (970) 476 5686 'LENDER" 75 South vail co TELEPHO E NO. CUSTOMER Edward c. Everett ADORESS 2834 snowberry Dr.vail. co 81657 TELEPHONE NO. IOENTIFICATION NO, EXPIRATION DATE This Letter ol Cretlit has been extended and shall expjre upon the earlier ol 1. the close of business on Januarv O1, 1998 and all dralts and acconrpanying slaternents or clocumenls musl be presented to Lender on or before that time; or 2 the day thal Lender honors a draw under which the lull amount of this Lelter of Credit is drawn. 1. the EXTENSION OF LETTER OF CREDIT. Lender indicated above ( Lender ) hereby exlends an l(revocable Lelter of Cre account of Customer in lavor ol Beneficiary for the sum of _Nine Thousand Seventy Seven and no testabiished too at the requesl ar(l lor Dollars {$) 2. C|IANGE lN AMOUNT. L_l lf checkecl, lhe amouni available to d.aw under this Letter of Ctedrt is changed to 3. OTHER. All other tenns and conditions of this lrrevocable Letler ol Credrt shall remain the same excepl Dollars ($ Datect: JuIy OL t 1997 vail 6+ lV , 6.9 , lfro,liabrrnat^lzt,'rr . Mark R. Rist Executive Vice President t ) 'rOC 19 9r) ''.r-..r|l.tl*t'l|a| MECHANTCS LIEN WAIVER Bv cndotelno lhls chock' payoo w0ivoB ond roledsos 6rry l'".,t-r""[ " r[" 'rlrts whrctr pirv'oo moy hovo wlth 'ospocl lo il;'r'leitlfu ,li l',uror,or' ltrn'i:;horl bv l)irvco fo' whrcll paymonl 15 n|.do by lhls dlock' 36013 Lo /LL/e 4 {-.TBAN(*$r?*' ******1r707,00 *rk********** *********"***** DOLTAHS CONSTRUCTION ACCOUNT THIS INSTBUMENT SHALL BE VOID AND r'ror.T.NEiOiiNEI.E 1BO DAYS AFTER DATE OF ISSUANCE' Vrr,tt(',i)tu'ciia' aurgonzeb slcNATuRE 8frIiREF'rowN or One Thousand, TOWN OF VAIL 75 SOUTH FRONTAGE RD VATL, CO 81657 NOTICETO CUSTOMER Thc rnxdrsta ol in lvlon6{y Sdrl e'r bo rmrrtld l'nloto o4v iiill,iiiiJ-.r '. ti"i "u rio ioptncdt or mruxiod h 'ho 'wol -"*'HfrfifHb DVERETT/AIJPTNE ENG & MEMO . rr.01E0 I lrF r: l0 I L0 i11'f,illlt:.,:', , -!1lr ll:' VAIIJ seven Hundred Seven and 00/100 HEPWORTH-PAWLAK t 5 Lqr: e aq0 aoo lq srF Project Application Proiect Name ?e*t * proiectDescrip,,"", NCAf.i \aqTiA0lAlq- t Date Contact Person and Phone Owner, Address and Phone: Architect, Address and Phone: Lesat Description, .o, lb& , ,,o"* Comments: V+ Design Review Board Date D ISA PPR OVAL E Statt Approval Town Planner wb ?A 1fio- 75 Soutb Fronttge Road Vail, Colorad.o 81657 t 0 ) -47 9 -21 t I / 47 9-2 1 t9 D epartment of Comtnanity Deaelopment October 16, 1992 Ed Everett VIA: FAX RE: Lot 18A, Block 9, lntermountain Dear Ed: After reviewing your building permit, I have found a number of items which do not comply with the zoning regulations. The following items need to be corrected prior to the release of the building permit: 1. The ridge height of the entry from the proposed grade is 36'. As we have discussed, the maximum allowable height of any ridge lrom either existing or proposed grade is 33'. The wall height at driveway appears to range from two to ten feet. lt is noted as 4'-6' retaining wall which is not possible given the grades. Also, the grading shown is incorrect. The topographic line 8510 appears twice. The maximum wall height lor these walls is 6'. The proposed grading in the souheast corner of the lot does not tie in properly. The garage door width is 14'. This does not allow for a two car garage. The Town's minimum standards for enclosed garage spaces is 9 X 19. A standard garage door for a two car garage is a minimum of 16'for practical purposes. For this reason, a 600 square foot or two car garage credit cannot be used. Only 300 square feet can be allowed for the garage and the remainder is applied to GRFA. The GRFA proposed still exceeds the allowable for the secondary unit. This is not a problem if you consider the unit as the primary unit. lf you choose not to consider it as the primary unit, the floor area will need to be reduced. The overage in the garage has not yet been applied to the GRFA and further increase the noncompliance with the requirements for the secondary unit. 2. 3. 4. 5. Page Two October 16, 1992 Everett I have gone back and reviewed the information submitted at DRB, it would aq1pear that you dld not comdete a GRFA check. The inlormation submitted does not have a scale nor dimensions and was not sufficient for review. Since we had discussed these items previously, I was under the assumption that lhese issues had all been addressed. Because I knew that you would be submitting for a building permit immediately after your DRB approval and I would not have the ability to completely review your revisions submitted for DRB prior to the meeting date, as they were submitted the Monday before the meeting, I assumed that these items could be checked for compliance prior to the issuance of the building permit. Please contact me as soon as possible. Sincerely, W l.\dLr Shelly Mello \J Town Planner --r_ e-3 I o t? d o .7a --/- #1r*: Il'{4- t-J} LL 1b l(-I LIST OF MATERIALS NAME OF PROJECT. €vEReTr FfJ_toEt4cF !' LEbAL DEScRrprroN: Lorl!_[ BLocK 7 suBDrvrsroN tilteakoopr+tN .slREET ADDRESS: 2834 SNol^)BEAn-Y Daru|g \^J(3f V4rr-, r-^oLo440a 9,{r5? DESCRIPTION OF PROJECT. CbilsTzvcTtoil oF NEh) tp-stoEveL= The folLowing information is Review Board before a final A. BUILDING MATERIA]-,S: Roof Siding Other waII Materi-als Fascia Soffit s Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashings Chimneys Trash Enclosures : .. . Greenhqu.p.g.s... .. Other El.Pogeo BEqtq9 LANDSCAPING: Name of PLANT MATERIALS: PROPOSED TREES required for submittal to the Design approval can be given: TYPE MATERIAL GJ iJl\ - I COLOR 7/Af Lc-t 'K'e -t2&rli2et-rtol , f "'< (iecai ITGTAL cLna Trea^tLE MIA. N/A" Designer: Phone: aRdquLatDE9 pt119yg, 9o NT4T4 LBTTFaL|I _ ' {: r''n q oLy'P 1.; PJffrtl g7/4 E Evperzr q41-+t t1 Common Name Ouantit.v Size* EXISTING TREES TO lJ.L rutlvru v l1u P*ut-lrs .TEEHUbIDES ll ,l AsPs.r It tl 4Eb tZ 2 gEao, l4rl 4 eeo iL.1t I IZtt l-Tea,tEh? 16rl rrrltgn*,,TS- t,tl ll Hyu 3 cDetaRTA *Indicate caliper fot deciduous trees. Minimum cafiper for deciduous tree-s is 2r'inches. rndicate n@s tre oniferous treei is 5/feet. c Fno(. Botanical Name Rlll'l , I :,j 4 1993 42 lVest Ileadou Drive Vail, Colorado 816f7 t0t-479-22t0 Vail Fire Dcpartnent January 4, 1993 Ed Everett 2834 Snowberry Vai1, Co. 81557 \ Re: Fire Department Access Dear Mr. Everett: +'\r n\Lil"v , 1r'. $f', $' r receivet'l a note that you had called on December 29 | rggz.r was not able to r:eturn your phone calr until this norning. As,$/e discussed this rnorning, youi originar request for mini-rnun fire department access requirements, made back in November, appeared to !" .. duplicate ressage. r apparently mistook your request as a duplicate because rde had atieaay approved ttie site'plan yo;proposed. As r recalr, we gave you copies of handouts and a copy of the specific code sect-ion(s) lunc ro.207).prior to you suumii€in; ail;plans to cornmunity Deveropment for review. you ind r had . *"5tirrg in my office during which we reviewed the site ptan, went over the code _ requirenents, and came to an agreement on an acceptable conflguration of tlre driveway. The appr-oved access is refrectea on the set of plans stamped ilApprovedrr \r Conrnunity Developrnent. .Tl" approved . plans should faciritate access under rnost conditions. The Fire Departmentrs approval is based on the site pran as subrnittecl and provides what wL- feel_ is a rrreasonable level_of protection. rr rf conditions change, the acces" i, cn"nq.a, -ih"'si-te is ctranged or additional flctors become rer_evant (ie.easements, parki'9,_ Iandscaping, etc.), the Fire Departmentrs approval may be revoked. Please contact me if this is not your understanding. Sincerely, Michael McGee Fire Marshal cc: Kristan pritz, Director, Department of Comnunity Developnent ja -.'.-'^'ll . j-"- RIC}]AFO€. LAMM JOHi{ w. nor Olne tor June 29, 1979 . of Planning & Development Dear Mr. Knighi: ,€T-1::- ir:{:rJil,-il1;l: Eagi e, C0 gl6Jr oEpARTMENT o r rva iui ii liidilic.is 715 STATE CENTENNIAL sUIT oeHvci.coi6ie-oi"J;,"#?;"'J:iiff :f i:i;'.'.r, mr,,.ffi*ff_fsftm :g^r^o-HP -c_Eor6-c I c A r sun yEy 3-7 9 iiIcSt\/jti) ,/r/L {i lgTg Dc . o/Fi3:ri.,63 ; gs1s,. i4tt, CwnV, Csto. :;.";';;';;,,. ,,:::9it to. a buitdins. sit,e'on pr*. lj o I' i,' i, I ?i o. o. l',', I : ? I *, n i'; ffi Hfsli,..S! .' I " L j i; i: : it . I I : i Si ncerely,A:4-t. n. Yaawtg + rngrneering Geo)ogist LR L /ba cc: Land Use Comrnission box 100 department of community rJevelopment vril. colorado 81657 (3031 475-s6r3 August 14, 1979 Eagle County Planning Comrnlssion Eagle County Court House Eag'le, C0 81 531 Re: Fi'le No,s SM-'ll3-79, Sl'l-'l'14-79, and SM-l'lS-79 0ear Comnissfoners: I ne tot'/n oT appl'ications VaiI recor,rnends denia'l of the three abcve referenced f'r gwing reascns: sH-]13-7 ls proposed is only 13,547 square feet !n other r.rords, a non-conforrning lot ls wlth a being crea -or Subdivision Appl ication. The ba'l cony of the proposed dup)ex is a'lso r.rithin tr'ro feet of the deslgnated Eastern Property' Line, t.rhich rnould be ln violation of the iequired Setbacks for the dupiex, Ug furthermore unCerstand that slop considerations are beinq vicJated bv ffib-pe considerations are beinq vic?ated by tffib- . SH-I14-79, As presented in the app'lication, Lot 2, Block 9, Vai'l Intermountain Subdjvision consists of .5'144 acres or 22,407 square feet. Under the County regu'lations in a RSi'l Zone D jstrict, 8,000 square feet is needed per dtrelling unit. Since there is already a duplex on this lot and there is not enough additiona'l square feet for a third unit, rr,e feel that it wou'ld be inappropriate to create the new lot. Si{-'ll5-79, This appl ication 6gain tvould be creating ur:Cersized lots for the density that is aiready bujlt, l,le feel that it is time that densities be strict'ly ccntrol'led, and thai thcse properties that are in excess of their density requirenent not be legit'imized. That is what vre feei vrculd happen if this Minor Subdivision appl ication is approved Very truly yours, Dick Ryan, Dl rec tor , PaVceT I8-B as i lex a'l reaCy on i 0ept. of Conmunity Development