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Home My WebLink AboutHIGHLAND MEADOWS FILING 2 LOT 32 38 TO 42 LEGAL.pdf\r ) -.\ /= WNJT'6K lnwn 2- ./-1-\&/ q 6. l. A small retaining wall needs,to-,b,eif,Ct.if .a :i,+:tl.**li :dt::t,, ^, /f,ffiaaz /_ The exterior of the buildinq needs paint work along the fac.i a 6dges Site clean up is neeoeo There are numberous electrical fixtures that have been removed leaving bare wjres, these need to be rernstaIled_ There is a leak in the kitchen area also in the d-ining room areas r.i ght above flat decki, i believe those are the areas lhat are ieaking. There needs to be a drain tile placed around the entire building. There is evidence ot ,it"" inut 'rs gettrng into the basement areas, the superintendent for the contractor involved in the'orilinal construc_tion has confirrned that there is not a"drain tiie arounO the perimeter of the structure. some touch-up / 4y't7 ' -UrdDses1g ,'-1 75 soulh lronlaEe road vail, colorado 8t657 (303) 476-7000 ottlce of communlly devetopment 5/8/ 1985 Beth Barton Ski & Shore, Benchmark Shopping Cenrre,Avon, Colorado 8i620 Dear Beth, This letter is in regards to our inspection performed on ,151.8? with you and mysetf ar the d;bi;; site tocated at Lot 45 Hyland Park. The purpose for this inspection was to-ociiin a.punch list so potentiar buvers courd obiain tne rinai ;;;ii-ficate of Occupancy. Items jistea ueiow need to be ,;dr;;s;;prior to ttris iinai approval: (o -2- An address needs to be posted on the entry gate as well as on the structure for identification. These are the items thatneed to be addressed prior to receiving a fina'l Certificate of 0ccupancy. If you need any further assistance please do not hesjtate to contact me at 476-7000 extension 104. Yours tru1y, Building Inspector (1 e rg |t t+ flq Hl -t0 t.l O+l-t t+.g tl F+t f -r\\qt {1 r-t -Lt tI p4 {+r{Fr far \- cl F L{F}l-H R Gr) A.t-E9 F+1 k*E? arr fl1 f- H F v f+ ua H tg * )t r+ -a .9 R ..+ --..j<o-i +^=*+'-ir, = ='.- r)i;-J:::*it4-j> ^rZl = E ij':: ^\r{-\:>=l - .-.- \ -..;>:.r'i-:i ?--"2:l* -z-=i,-;{c=I it:F\.-:v--:---n{\'F +==;l^t =ez <-::i '-!',!>FO X!--r ->i =-;-E|.,-i z =a .\:-F -r*r-\:::->>:---:a2 z=::a\ '< l/:",>^.\ ir': ! t>+l'=7Z=d..Z */^+-i \, ,l' -?\J --s<Il*zzq a'!^\\./ \ ,l .'- /\ "r i-l x<> --':^t_ ".! 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F '.'_--==7'- =7 =. t a - - = = =a =aa;a': 75 soulh trontage road vail, colorado 9.1657 (303) 476_7000 January 14, .|985 offlce of communlty development Jacki e l'lontgomery % Ski and Shore Realty Avon, Colorado 8.l620 Re: Unirs A & B of Lot 32, H.ighland Meadows #2 Dear Jackie, You have requested a'l etter from our office stating what wourd be necessary before a final certificate.of occupancy can be issued on units A & B of Lot 32' Highland Meadows #2. 4t vg, aie p"robablv-u*i"u,-il.,; i;;, of Val.r requires that d.iveways be paved and_a- randscaie prin"ue iur,iiii.a'i, un erement of any new development pian- Thjs property wal originariv-upp.ou.o by the county and no randscape or pavin! pian ivus incruded in"ttii approval. with respect to this DroDerty, our office wi1.1 require ttre toitiwing before a final Certificatb oi ociupancy i, issuea o;-ihi;'p;i..iyi"" l. s?!]sfy ai1_applicabre uniform Buirding code (UBC) requirements. This will necessitate a-complete "waik throign;-Jr'i["'p"oierty to inspect the construction of thb homes. tiei"iriig "irri",nui'[5 requireo on the road cuts that have been made for the driveways. ir.,e-aririing Department is unabre to give a definitive ;;t;;. on"ih. retaining walls because of the snoi cover on the pirp.riv. " " 2. Re-vegetation of a'l I disturbed areas on the property will be required as an erosion control measure. 3. The exterior of the structure wiil have to be finished as per approved pl ans. The earliest a finar certificate of 0ccupancy courd be issued wiil be this,Spring.. This is due to the fact-ihat the inspection of revegetation and the condition of the road cuts-iunnot u. checked unt.i r the snor,r cover has melted off the site. o o z (a {n c o =o z T m n 3 { CL o t .o l-{ f l<r l!6 t t9;l.u:lg it t43 l=a l-i =,T o g o tt J o z.= >- z. z r trtrtr E - TL]TJ fifl8 tn>=^-\e>"' l- --{m I l!ll Ir-l('l l1 loo r I I m o z m l-m -.t o r z -t -i 2" nz >m --{ >or- :m -.{ z 3 T -r 5 o, o -x- o=B'd o>'f- o Oa Zr' T< -1 Z o Zat >;an =m o I z c) z --l o --t r --t l-l* l(.t', II l*q,r x -z t: ll l- eEt;-<r13 |>I loi lnI tDl l'l rll tl c)E =tr <F l> l3 t# l- I II I I l=t> IB l'n l=IU\lc t?l-{lo lo I= lc tJ lo- l(D t-t l(4 t P o o n rn o = _o I T c N \ N ; z { I € --l rn z o 6 J -0 m tn l- = o m m o x .T. m --.{ x5P Y30 ''F4 6 z q) r =z ozaooo 338 3xF 3*i;>-o -A=*nri ; =' 3 A c)'<lllll*l | | | | tEl czo:c@>6: i 4 q fi :e=>6:EEFT?E oui9.=-B i Es i s -a 2 a z m € f' -l m t ; = =z l. m N 3 m ! ;I c : z ON m^; E* 4-F io n!JZo qo-o c)<2 IOU'!n A n =Z c: 2A ^::-nzz { x ^r@=A-="gl<- €). 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(tl c)|< =t><lF l> l3 In r I Il I I EII Plt l- 13 |>I tol 19 lo kJ, l=l<, ll I l-l llo tto ll=tl tt-,.ttJ tlo tt(D ll|,tr I b-r IEJ tt.) = I l l;lo a o u EtrE -- TLIE c o t .o lif l<r tr6 1," f t;o lrl IT iJ t1 I t<=l-: =| -"1 E ;i CL o o o =PP zn= gE" Or z= >= z o z l- o o z o {n c o -{o z !m n =-{ i m l-lr lF- FJI tl loo l* m c) z a z m € --t m 2 6 J i € o m m o c) </, >z^olirFR Pd=!39 !EF Ig5 9'!=-g I 6q I a -7 2 .6 z m € i m -t z o =z m $l-, I -t tTl c ! c .-- z Or.r-m^2y2 tn:l; >g r- -g lJ ->'Yl =zo l, \a \)o<z 'oc)ur,!na'F x=cX zu)'--l o6 o 'tl zz € I n<c F=a >41 ';l * - Zr |.>-!-.t ! - 'h 'h' z z 2 -i m z z =z -1 --l m ;N si\ qN N te+ II I N i I --t t r m =tr m m (t o tTt ?c m ! q --l m It 2 m m € m m f z m m =m I z o _o c = 2 m o o t- z o m o x ;o z m 3 = m 3 ='Tl m m a VALUATION -o m n =z rn o I =c) t- ! c 6 z m m -t C) @ c = ul o F o I\) o O) (o o 5 Ctl O!o G) \\ (- t\)o o (, O ol \,1 (tl Ol o O (.'l o o q) O (n f\)(tl O) o (t Cg.rArs"\u\. ?--15"\l\ 'o-nl l{tr l< f I! d =lo l-n o | ..: cl t'l: o l-t -l=. 3 | --l c 7' ID tD o =|D =pP ?95 +n2 FE't- t-t a-;m aO O)''r o U)z )' =JI H. 0q p) FE 0l n o C )' o ;m o i T s I l o -l .n }|m {>c|r :o c)9 anl li cr ),; -rc)O)' c)Q-s Zr -rc 'o'{,' ;; .12 'Q'c) 3x 8i H! zo -l -l n'r >fi a)I o a) (t) rt a 0q l.J z rt rt ts.. r.l[1t8 t]!L-l a: o o c C z. v c:! c Z -nT ().- z= >- =6)z o z r }' I L^ l- -l lu'IU IY tl- :!t- 7-^ -l 5 I -lJ o at b F o a H. 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Dtr] mtrl l- (- -{ \J :2 l- I m I I |\.|ll IH l(.'l IL tw lH I 1l (- m -.1 z m o t z I m € -t ? 6 J m € m o I m m ^ --l t-6=R - z U) t- =z c,2IOO0 g3 E 3 + F **i;Ptr eF.3 6 *n1= i i- 3 z | | | | lBl | | I I lel cz@n@><9:'IPR eo=;sg !EFIgT 'atr9. 1tg i Eq i 7 -a 2 il|r z m { x --t m -.t z o -i z m N -l _9 trl c ! c --t z N)F x _tl >n 2o 29 o@. l-tAr .=EF oo z2 N@= r\) -(?i <- 9. m 2 o m o ;: z € x lo lo t=ltt l.-r l-lc lo lcr H.lo t-lo r r-5 rD vr H. 15- rD lc+H.P E F p F lD ^ ,t' t^R '-r'l o, c'r' -Tl o,cf -n (-t -.{ t\)O) --t a x z m r\)\,1 !(tr \O \,1 (,(, (,(o o m \ 1!.N il ;l ;.1 :\:I\;l -l :1.il il':l jl :1 :.1 ;f V4,.,l\\r>:trr 'vrr33_\[Si'i;N:I:\\t,t I I i tN,:: ii NK'iii i'CI{,.: I : slt: r;* it;;;; =z z -a m =z =z -.1 m N !N ,N I N I I I i --{ F m =_"1 x m <.t, o |-m 7 c m T L --t m IJ' z m { m m -.1 z n m m =m o I z 6 t- l-c =-o rn o c) '9 |. z I tn o , =z m 3 : m 3 ='Tl m m VALUATION m -{ z o m c) z !l-c z o m rn o o t- q) :c 2 c) :tl 3 F f, t\) O or (O o s or or o (, N)o o :. 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PERMI DATE I INSPECTION REQUEST TOWN OF VAIL T NUMBER OF PROJECT JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI AM PM READY FOR LOCATION:32 )1 ,3, 71 Y'") (/, t7'I B tr tr o D tr tr tr UILDING: FOOTINGS / STEEL PLUMBING: O UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER FOUNDATION / STEEL FRAMING ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL o tr tr FINAL O FINAL ELE trT trF trc tr_ GTRICAL:MECHANICAL: TEMP. POWER O HEATING ROUGH D EXHAUST HOODS CONDUIT O SUPPLY AIR tr FINAL tr FINAL tr APPROVED CORRECTIONS: O DISAPPROVED B REINSPECTION REOUIRED DATE INSPECTOR iffil t il PE tNs CTION REQUEST TOWN OF VAIL DATE /., ,JOB NAME MON INSPECTION: CALLER TUES WED THUR FRI AM PM VAIL READY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND O ROUGH / D.W.V. D ROUGH / WATER tr FOUNDATION / STEEL N FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL o tr tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING tr o tr ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr ti rrr.rnr-tr FINAL F APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR 1(l onre l/,/ ,;I INSPECTION REQUEST TOWN OF VAIL /.(-)JOB NAME BUILDlNG: tr FOOTINGS / STEEL PL tr tr EI tr tr tr n UMBING: tr FOUNDATION / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATER N FRAMING rr ROOF & SHEER " PLYWOOD NAILING GAS PIPING tr INSULATION POOL / H. TUB CI SHEETROCK NAIL n /r,ro. -1:n 'FTNAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING o tr tr tr ROUGH tr tr o tr EXHAUST HOODS CONDUIT SUPPLY AIR FINAL FINAL tr APPROVED ;,6rsnppnoveo -ELREINSPECTION REQUI BED ':4-- CORRECTIONS: /2 fJ r READY FoR INSPECTIoN: MoN ruES wEq f[un-) FRI ,A*i ^',, nu (fy.-, LoCATI9N: ( '/ o ,. ,tr^ ,r,,,,. ,- ,,7/ ,t'---* '-'' CALLER DATE INSPECTOR t INSPECTION TOWN OF REOUEST VAIL DATE JOB NAME INSPECTION: CALLER TUES THUR FRI WED AM PM READY FOR LOCATION: BUILDING: tr FOOTINGS tr FOUNDATI tr FRAMING ON / STEEL / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION - tr POOL / H. TUB _ tr SHEETROCK NAIL tr - Fl r'l tr FINAL tr FINAL ELECTRICAL: MECHANICAL: DTEMP.POWER- - trHEATING tr ROUGH tr EXHAUST HOODS O CONDUIT tr SUPPLY AIR --n_ tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REOUIRED DATE INSPECTOR INSPECTION REOUEST TOWN OF VAIL DATE JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D,W.V. D ROUGH / WATER D FRAMING n ROOF & SHEER " PLYWOOD NAILING E GAS PIPING tr INSULATION tr POOL / H. TUB O SHEETROCK NAIL o o tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING D tr tr ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr tr FINAL O FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR INSPECTION REQUEST TOWN OF VAIL DATE JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: BUlLDING: tr FOOTINGS / STEEL PLUMBING: D UNDERGROUND tr ROUGH / D.W.V. D ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING r-r ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB D SHEETROCK NAIL tr E tr FINAL tr FINAL ELECTRICAL: N TEMP. POWER MECHANICAL: tr HEATING D tr tr ROUGH D EXHAUST HOODS CONDUIT tr SUPPLY AIR D EI FINAL tr FINAL D APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR INSPECTION REQUEST TOWN OF VAIL DATE JOB NAME CALLEB INSPECTION: MON TUES WED THUR FRI READY FOR LOCATION: AM PM BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER D FOUNDATION / STEEL D FRAMING - ROOF & SHEER " PLYWOOD NAILING D GAS PIPING D INSULATION tr POOL / H. TUB o tr SHEETROCK NAIL tr tr tr FINAL tr FINAL ELECTRlCAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS U CONDUIT tr SUPPLY AIR n tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REOUIRED DATE INSPECTOR ''/' . JOB NAME MON -.1 :.i..' r,' . DATE INSPECTION TOWN OF i, REOUEST VAIL READY FOR LOCATION: INSPECTION: CALLER TUES THUR BUILDING: D FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr FOUNDATION / STEEL tr FRAMING D ROUGH / WATER n ROOF & SHEER " PLYWOOD NAILING D GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr FINAL . itr FINAL 'ELE DT trF trC tr CTRICAL:' MECHANICAL: TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT D SUPPLY AIR O FINAL E FINAL tr APPROVED CORRECTIONS: 'tr DISAPPROVED , EI'REINSPECTION REQUIRED DATE INSPECTOR - ) ,..1 l 'INSPECTION TOWN OF REQUEST VAIL :,' :-DATE JOB NAME INSPECTION: UAL L tr,Ft MON TUES READY FOR LOCATION: WED THUR FFI PM AM BUILDING: tr FOOTINGS / STEEL PLUMBING: D FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V, tr ROUGH / WATER tr FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING D INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr t"'t -'- . - ' tr FINAL - ELECTRICAL: tr TEMP. POWER tr ROUGH tr CONDUIT r-t _ tr FINAL o,F|NAL MECHANICAL: tr HEATING tr EXHAUST HOODS tr SUPPLY AIR r'1 tr FINAL E,APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REOUIRED 4. DATE I INSPECTION REQUEST TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE AM PM READY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND O ROUGH / D.W.V. tr ROUGH /WATER tr FOUNDATION / STEE- O FRAMING n ROOF & SHEER " PLYWOOD NAILING D GAS PIPING tr INSULATION tr POOL / H. TUB D SHEETROCK NAIL tr o tr FINAL tr FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: D HEATING tr D tr ROUGH tr tr tr EXHAUST HOODS CONDUIT SUPPLY AIB 'n rrrunl tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR t PECTION REQUEST AM PM JOB NAME INSPECTION:MON rNs THUB ,. \EFI :..;- | ', 11 t DATE CALLER TUES WED : i! READY FOR LOCATION: '7"1,! TOWN OF VAIL 'it". {u t BUILDING: N FOOTINGS N FOUNDATI tr FRAMING \" PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. / STEEL ON / STEEL \\ N ROUGH / WATER tr tr tr D ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL tr tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: D HEATING tr tr F ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIF tr O FINAL O FINAL APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED LJl.\ I E il-/1 .-) INSPECTOR t"r'/r/ rNs tl , ON NOF P ECTI I?,*, REQUEST VAIL DATE READY FOR LOCATION: INSPECTION: , /.(l TUES WED-,, THUR '-r*-- "' JOB NAME MON CALLER l.' ,,- ( ( :t ,t FRI AM PM BUILDING: tr FOOTINGS O FOUNDATI O FRAMING / STEEL PLUMBING: tr UNDERGROIJND tr ROUGH / D.W.V. tr ROUGH / WATER ON i STEEL _ ROOF & SHEER " PLYWOOD NAILING I'tr GAS PrlrNG _ tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr tr tr tr FINAL FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL tr tr FINAL F,APPRoVED ConRecrrorus: tr DISAPPROVED O REINSPECTION REQUIRED DATE :t-!'.. '- INSPECTION REQUEST TOWN OF VAIL ./,'-."'DATE READY FOR INSPECTION: LOCATION: JOB NAME MON t -, ) CALLER TUES .luEo ' THUR AM PM BUILDING: N FOOTINGS / STEEL .:r.:t ! ...r i.. /;,r/t t,l, .-l I tit..l t aLn L.i'ti,l :li ( ! PLUMBING: ,- .'..'I tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. U ROUGH / WATER D FRAMING r-l ROOF & SHEEFI - PLYWOOD NAILING D GAS PIPING tr INSULATION tr POOI / H. TUB tr SHEETROCK NAIL tr tr tr FINAL N FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING D n E ROUGH o tr tr EXHAUST HOODS CONDUIT SUPPLY AIR tr FINAL tr FINAL G APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REOUIRED DATE INSPECTOR (atco'' ,ru#cnoN REouEsr TOWN OF VAIL DATE :JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR- .FRI AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: O UNDERGROUND tr ROUGH / D.W.V. D BOUGH /WATER tr FOUNDATION / STEEL tr FRAMING rr ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr tr tr POOL / H. TUB tr SHEETROCK NAIL tr O FINAL tr FINAL ELE tr1 DF trc EI- CTRIGAL:MECHANICAL: TEMP. POWER O HEATING ROUGH O EXHAUST HOOOS CONDUIT O SUPPLY AIR tr FINAL tr FINAL tr APPROVED tr DISAPPROVED tr REINSPECTION REOUIRED DATE INSPECTOR l DATE rrrt"roN REeuEsr TOWN OF VAIL READY FOR LOCATION: JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING - ROOF & SHEER " PLYWooD NA|L|NG tr GAS PIPING tr INSULATION tr POOL/ H. TUB tr SHEETROCK NAIL tr tr FINAL o tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: E HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL tr tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED B REINSPECTION REQUIRED DATE INSPECTOR ,rr#"toN REouEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D,W.V. tr ROUGH /WATER E FOUNDATION / STEEL tr FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr SHEETROCK tr POOL/ H. TUB NAIL tr tr tr tr D FINAL FINAL ELEGTRICAL:MECHANICAL: tr tr tr o TEMP. POWER T] HEATING ROUGH O EXHAUST HOODS CONDUIT tr SUPPLY AIR O FINAL tr tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR # JOB NAME INSPECTION REQUEST TOWN OF VAIL DATE READY FOR LOCATION: INSPECTION: CALLER TUES THUR FRI :1?) B tr o tr tr ,tr E tr UILDING: FOOTINGS / STEEL PLUMBING: FOUNDATION / STEEL tr UNDERGROUND D BOUGH / D.W.V. tr ROUGH / WATER FRAMING ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION tr POOL / H, TUB SHEETROCK NAIL o tr FINAL tr FINAL ELEGTRICAL: tr TEMP, POWER MECHANICAL: tr HEATING tr tr o ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR D D il{K O FINAL ''fi/efeaoveo . CORRECTIONS: N DISAPPROVED D REINSPECTION REQUIRED '' 'l' ' '/DArE ,4,//try tNSpEcToR ' (- ,:'.4 il JOB NAME INSPECTION REQUEST TOWN OF VAIL DATE READY FOR LOCATION: INSPECTION: CALLER MON TUES WED THUR FRI AM .PM BUILDING: D FOOTINGS D FOUNDATI / STEEL PLUMB!NG: tr UNDERGROUND tr ROUGH / D.W.V, tr ROUGH / WATER ON / STEEL tr tr tr tr rn IJ FRAMING ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION tr tr D o POOL / H. TUB SHEETROCK NAIL i . , ]. FINAL MECHANICAL: tr HEATING tr EXHAUST HOODS tr SUPPLY AIR tr o FINAL ELECTRICAL: tr TEMP. POWER .,lq'/APPROvED "-CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR * INSPECTION REQUEST TOWN OF VAIL -t?rl lr t i't'. ", l(1..t, e'JOB NAME CALLER MON TUES ,,,,:, i,l 1r, I I t LIAIE r.li{iri, READY FOR LOCATION: INSPECTION:WED THUR FRI ,AM PM t -{ BUILDING: tr FOOTINGS O FOUNDATI tr FRAMING / STEEL PLUMBING: tr UNDERGROUND D ROUGH / D.W.V. tr ROUGH / WATER ON / STEEL - ROOF & SHEER ' PLYWOOD NAILING D GAS PIPING tr INSULATION tr POOL / H. TUB HEETROCK 1:1515 r a' ri€ /() f // tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: D HEATING ROUGH tr EXHAUST HOODS CONDUIT D SUPPLY AIR N FINAL OVED CORRECTIONS: E DISAPPROVED tr REINSPECTION REQUIRED INSPECTOR' ,*rt"toN REeuEsr TOWN OF VAIL DATE JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB T] SHEETROCK NAIL tr o tr tr FINAL FINAL ELECTRICAL: EI TEMP. POWER MECHANICAL: T] HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr FINAL O FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR ,*rt"toN REeuEsr TOWN OF VAIL JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: BUILDING: tr FOOTINGS tr FOUNDATI tr FRAMING / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH/WATER ON / STEEL tr 6 tr tr ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION D POOL / H. TUB SHEETROCK NAIL - D .tr D FINAL D FINAL ELECTRICAL: tr TEMP. POWER MECHANIGAL: tr HEATING D ROUGH O EXHAUST HOODS tr CONDUIT tr SUPPLY AIB r-l r-l tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR ,*rt"toN REeuEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING |- ROOF & SHEER " PLYWOOD NAILING D GAS PIPING tr INSULATION O POOL / H. TUB tr SHEETROCK NAIL tr tr FINAL D tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr tr FINAL U FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REOUIRED DATE INSPECTOR t i I t INSPEGTION: JOB NAME MON i:) CALLER TUES WED DATE 1,I PM AM FRI INSPECTTON REQUEST filyll, TOWN t ! i|I-t OF READY FOR LOCATION: BUILDING: O FOOTINGS / STEEL PL tr tr o tr o tr tr UMBING: tr FOUNDATION / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATER H-ffiqR ,_ ROOF & SHEER " PLYWOOD NAILING GAS PIPING EINSULATION (1.1 ' /* /POOL / H. TUB tr SHEETROCK NAIL D f] FINAL D FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: n tr HEATING O ROUGH EXHAUST HOODS tr CONDUIT n SUPPLY AIR o " rlyK D FINAL F.IAPPROVED '.r%oRnrcttotts' tr DISAPPROVED D REINSPECTION REOUIRED INSPECTOR * INSPECTION REQUEST TOWN OF VA|L DATE MON CALLER TUES WED THUR PM r..FBt AM READY FOR LOCATION: INSPECTION: , I I r... BUILDING: tr FOOTINGS D FOUNDATI E.EFrI|n|*- PLUMBING: / STEEL tr UNDERGROUND D ROUGH / D.W.V. tr ROUGH / WATER ON / STEEL rr ROOF & SHEE " PLYWOOD NA F INSULATION R ILING D GAS PIPING t ,l ,t/tr POOL / H. TUB tr D SHEETROCK NAIL tr tr FINAL N FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING E ROUGH N EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr_ a rti(at B FINAL ztfL.*ePRovED O DISAPPROVED tr REINSPECTION REOUIRED ,1 CORRECTIONS: INSPECTOR .\ DATE t INSPECTION ,) TOWN OF JoB NAME -- -; "J-l t t / REQUEST VAiL tL- READY FOR LOCATION: INSPECTION: CALLER TUES /Hi; ) FRI \r"WED i)r./ t )lY/ BUILDING: D FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL MrRnvrrue rr'ROOF & SHEEB " PLYWOOD NAILING tr GAS PIPING y TNSULATTON tr SHEETROCK n tr POOL / H. TUB NAIL tr n tr FINAL tr FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: tr HEATING tr a tr ROUGH r'l tr tr EXHAUST HOODS CONDUIT SUPPLY AIR o tlvdL tr FINAL .'...:' O DISAPPROVED ROVED tr REINSPECTION REQUIRED CORRECTIONS: ,// ,-',//; .. /,- - 2 DATE -76,,/. ,i' ,".t INSPECTOR ,rsl="noN REeuEsr TOWN OF VAIL READY FOR INSPECTION: JOB NAME MON CALLER TUES WED THUR FRI PM AM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W,V. tr ROUGH /WATER tr FOUNDATION / STEEL T] FRAMING r-r ROOF & SHEER " PLYWOOD NAILING tr tr tr tr tr GAS PIPING tr INSULATION POOL / H. TUB tr SHEETROCK NAIL tr FINAL FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING O ROUGH O EXHAUST HOODS D CONDUIT O SUPPLY AIR tr FINAL tr FINAL tr APPROVED CORRECTIONS: O DISAPPROVED D REINSPECTION REQUIRED DATE INSPECTOR gAtfER irues' rlr#cnoN neouisr ,,, TOWN OF VAIL ./.'-)..t .t'i( READY FOR IN MON ,TUES,j THUR FRI WEP .ol.-t-t AM PM tr REINSPECTION REQUIRED LOCATION: tr APPROVED tr DISAPPROVED BUILDING: FOOTINGS / STEEL PLUiIBING: tr UNDERGROUND O ROUGH / D.W.V. tr ROUGH / WATER tr GAS PIPING tr POOL/ H, TUB n TI tr FINAL MECHANICAL: tr HEATING tr EXHAUST HOODS tr SUPPLY AIR - B O FINAL tr tr u tr tr tr E FOUNDATION / STEEL FRAMING ROOF & SHEER PLYWOOD NAILING INSULATION SHEETROCK NAIL tr FINAL ELECTRICAL: tr TEMP. POWER tr ROUGH tr CONDUIT tr tr FINAL COBRECTIONS: ,f f,/,/ : DATE ,*#"toN *ro.i=r, TOWN OF VAIL INSPECTION: JOB NAME MON CALLER TUES WED THUR FRI PM READY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: O UNDERGROUND tr ROUGH / D.W.V.tr FOUNDATION / STEEL tr FRAMING O ROUGH / WATER n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr D tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANIGAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT D SUPPLY AIR tr tr FINAL tr FINAL tr APPROVED CORRECTIONS: . E DISAPPROVED ".'e.:.ll- tr" REINSPECTION REQUIRED DATE INSPECTOR ,rr#"roN TOWN OF REQUEST VAIL ool Y' f r t, f& L JoB NAME I,i CALLER TUES READY FOR LOCATION: INSPECTION:MON WED THUR FRI AM BUILDING: tr FOOTINGS tr FOUNDATI tr FRAMING ON / STEEL / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V, tr ROUGH / WATER tr INSULATION - tr GAS PIPING tr SHEETROCK NAIL tr POOL / H. TUB tr o -- tr FINAL D FINAL ELECTRICAL: MECHANICAL: d'revp. PowER E HEATTNG tr ROUGH tr EXHAUST HOODS D CONDUIT D SUPPLY AIB -!_r-r D FINAL tr FINAL F,APPROVED CORRECTIONS: tr DISAPPROVED C REINSPECTION REOUIRED INSPECTOR ,*rfr"roN neouisr TOWN OF VAIL ;i t lt/ ,/ ./Oi,t/rtt'oare JJ-?#.4- JoB NAME /i CALLER TUES READY FOR LOCATION: ,y .-.r.1- \ /z-\-wED rHUR ,.il ) ---------inu1 pM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D,W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr tr tr FINAL tr FINAL ELEGTRICAL: tr TEMP. POWER MEGHANICAL: tr HEATING F ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr tr FINAL tr FINAL APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: DATE INSPECTOR ,*#"rroN ,, TOWN OF REQUEST VAIL DATE READY FOR LOCATION: INSPECTION: JOB NAME MON CALLER TUES wED THUR i BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr FOUNDATION / STEEL \ noueH / D.w.v. EROUGH / WATER tr FRAMING n ROOF & SHEER " PLYWOOD NAILING q GAS PTPTNG tr INSULATION tr SHEETROCK tr POOL / H. TUB NAIL E tr_ tr FINAL tr tr FINAL ELECTRIGAL:MECHANIGAL: tr tr tr tr TEMP. POWER tr HEATING ROUGH O EXHAUST HOODS CONDUIT E SUPPLY AIR tr O FINAL tr FINAL Iy' APPROVED CORRECTIONS: tr DISAPPROVED r] REINSPECTION REOUIRED DATE INSPECTOR DATE ,*#"rroN REeuEsr j TOWN OF VA|L JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS O FOUNDATI tr FRAMING / STEEL ON / STEEL n 19.9.f^LSi.qFn...^ tr cAS prprNc - - PLYWOOD NAILING tr INSULATION - tr POOL / H. TUB -tr SHEETROCK NAIL O -- n r-r tr FINAL tr FINAL ELEGTRICAL: MEGHANICAL: tr TEMP. POWER O HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR - tr FINAL O FINAL PLUMBING: tr UNDEBGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr APPROVED El DISAPPROVED trI -REINSPECTION REQUTRED t ,*rt"roN REouEsr TOWN OF VAIL DATE JOB NAME CALLEF READY FOR INSPECTION: MON TUES WED THUB FRI AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: E] UNDERGROUND O ROUGH / D.W.V. D ROUGH / WATER tr FOUNDATION / STEEL O FRAMING r-.r ROOF & SHEER " PLYWOOD NAILING O GAS PIPING tr INSULATION tr SHEETROCK tr POOL / H. TUB NAIL tr tr o tr tr FINAL FINAL ELECTR!CAL: O TEMP. POWER MECHANICAL: O HEATING tr ROUGH D EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr D tr FINAL tr FINAL g APPROVED CORRECTIONS: D DISAPPROVED tr REINSPECTION REQUIRED DATE ,*#"rroN REeuEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH/WATER tr FOUNDATION / STEEL tr FRAMING rr ROOF & SHEEB - PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr D tr tr FINAL tr FINAL ELEGTRIGAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR E tr E FINAL tr FINAL B APPROVED CORRECTIONS: O DISAPPROVED O REINSPECTION REQUIRED DATE , r"#"roN REouEsr TOWN OF VAIL DATE JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR : FRI AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL O FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr tr FINAL tr FINAL ELECTRIGAL: tr TEMP. POWER MECHANIGAL: tr HEATING O ROUGH E EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE rru$LcnoN TOWN OF REOUEST VAIL READY FOR LOCATION: INSPECTION: "', I' i,', i CALLER TUES MON WED THUR FRI AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND E ROUGH / D.W.V. tr ROUGH / WATER O FRAMING rr ROOF & SHEER " PLYWOOD NAILING O GAS P|PING tr INSULATION tr POOL / H. TUB O SHEETROCK NAIL tr tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING EI ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED D REINSPECTION REQUIRED DATE ,"rt"toN REeuEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BU trl trl trl .t!-l trl EI tr ILDING:PLUMBING: tr UNDERGROUND tr ROUGH / D,W.V. C] ROUGH / WATER FOOTINGS / STEEL FOUNDATION / STEEL FRAMING ROOF & SHEER tr GAS PIPING PLYWOOD NAILING I NSULATION tr tr tr POOL / H. TUB SHEETROCK NAIL tr FINAL T] FINAL ELE D-T trF OC tr_ CTRICAL:MECHANIGAL: TEMP. POWER O HEATING ROUGH tr EXHAUST HOODS CONDUIT O SUPPLY AIR tr FINAL O FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR t ,*#"roN REeuEsr TOWN OF VAIL DATE INSPECTION: JOB NAME MON CALLER TUES READY FOR LOCATION: WED THUR FRI PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND D ROUGH / D.W.V. tr ROUGH / WATER D FOUNDATION / STEEL E FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB E SHEETROCK NAIL tr B tr FINAL tr FINAL ELECTRIGAL: tr TEMP. POWER MECHANICAL: D HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR D tr FINAL tr FINAL T] APPROVED CORRECTIONS: tr DISAPPROVED Et REINSPECTION REQUIRED DATE INSPECTOR r*#"roN neouesr TOWN OF VAIL DATE REAOY FOR INSPECTION: LOCATION: JOB NAME MON CALLER THUR FRI BUILDING: tr FOOTINGS / STEEL PLUITIBING: tr UNDERGROUND tr FOUNDATION / STEEL tr ROUGH / D.W.V. tr ROUGH/WATER tr FRAMING - ROOF & SHEER " PLYWooD NAtLtNG O GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT D SUPPLY AIR tr FINAL O FINAL D APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED INSPECTOR DATE ,*#"roN REouEsr TOWN OF VAIL ! . r.: i t: r .'NAue ,i" ."i ; I 'q- .l t ',i ,,', i ,. "., -"i' /' ,' 'r;'DATE {:.,,i , V' -l'::--: .), t" JOB READY FOR INSPECTION: LOCATION: CALLER TUES -,] WED THUR FRI AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND T] ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB q SHEETROCK NA|L tr tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MEGHANICAL: T] HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT T] SUPPLY AIR tr tr FINAL tr FINAL O APPROVED CORRECTIONS: ts DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR I ,"#"roN neouisr TOWN OF VAIL DATE ( ,', . ., ' i READY FOR LOCATION: INSPECTION: JOB NAME MON CALLER TUES WED THUR lFRl BUILDING:PLUMBING: tr UNDERGROUND tr ROUGH / D,W.V. tr ROUGH / WATER FOUNDATION / STEEL ROOF & SHEER PLYWOOD NAILING tr GAS PIPING 'INSULATION SHEETROCK O POOL / H. TUB ELECTRICAL: tr TEMP. POWER B HEATING tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR ,*#"toN REouEsr TOWN OF VAIL rl,, tt l"i '' DATE r_ t, l r -- JoB NAME INSPECTION:MON WED CALLER TUES /,THUR 'FRI 1 \../AM PM r ..( tli.. 't ; 'l | ' READY FOR LOCATION:r ,/l,r - BUILDIT{G: tr FOOTINGS / STEEL PLUilBING: tr UNDERGROUND tr ROUGH / D.W.V.tr FOUNDATION / STEEL tr FRAMING tr tr tr tr tr ROUGH / WATER - ROOF & SHEER " PLYWooD NAILING GAS PIPING q INSULATION POOL / H. TUB tr SHEETROCK NAIL n tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr n SUPPLY AIB ,- t ./,,,/l \ ( tr FINAL tr FINAL APPROVED tr DISAPPROVED T] REINSPECTION REQUIRED CORRECTIONS: DATE 1I ,rJf,"roN REeuESr TOWN OF VAIL DATE READY FOR LOCATION: INSPECTION: I , ':;' t' '; JOB NAME MON AM WED CALLER TUES THUR BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr FOUNDATION / STEEL tr ROUGH / D.W.V. O ROUGH /WATER tr FRAMING n ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING tr INSULATION tr SHEETROCK T] POOL / H. TUB NAIL tr u tr tr r] FINAL FINAL ELECTRIGAL: tr TEMP. POWER MECHANIGAL: tr HEATING tr ROUGH O EXHAUST HOODS tr CONDUIT tr SUPPLY AIR E tr tr FINAL FINAL O APPROVED CORRECTIONS: tr DISAPPROVED B REINSPECTION REQUIRED DATE INSPECTOR REOUEST VAIL DATE INSPECTION: JOB NAME Mory CALLER TUES WED THUR AM PM FRI READY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGBOUND C] ROUGH / D.W,V. tr ROUGH /WATER tr FOUNDATION / STEEL tr FRAMING I-1 ROOF & SHEER " PLYWOOD NAILING T] GAS PIPING F TNSULATTON tr tr o POOL / H, TUB tr SHEETROCK NAIL u tr FINAL tr FINAL ELEGTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL tr FINAL F APPROVED CORRECTIONS: DISAPPROVED - F.fiEINSPECTION REQUIRED DATE INSPECTOR ,r#"roN neouesr TOWN OF VAIL DATE INSPECTION: JOB NAME MON CALLER TUES READY FOF LOCATION: WED THUR FRI PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V.O FOUNDATION / STEEL tr FRAMING tr ROUGH / WATER n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr Fl E FINAL tr FINAL ELEGTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr tr FINAL tr FINAL tr APPROVED CORBECTIONS: C] DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR _i' DATE JOB NAME MON CALLER TUES WED THUR AM READY FOR INSPECTION: LOCATION: . >.. .1 i , rn#cnoN neouisr TOWN OF VAIL EUILDING:PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. B ROUGH/WATER tr tr FOOTINGS / STEEL FOUNDATION / STEEL FRAMING u o tr tr ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL tr tr tr FINAL tr FINAL ELECTRICAL:MEGHANICAL: tr tr tr o TEMP, POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIB tr tr FINAL tr FINAL DISAPPROVED REINSPECTION REQUIRED l|r. prl|3t^.ll DATE -S'. zE - Fz-INSPECTOR w I ,*#"roN TOWN OF REQUEST VAIL DATE INSPECTION: JOB NAME MON CALLER TUES READY FOR LOCATION: WED THUR FRI PM BUILDING: T] FOOTINGS / STEEL PLUMBING: tr UNDERGBOUND tr FOUNDATION / STEEL E ROUGH / D.W.V. tr ROUGH / WATER tr FRAMING |-1 ROOF & SHEER " PLYWOOD NAILING T] GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL u D tr E FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING O ROUGH tr EXHAUST HOODS O CONDUIT E SUPPLY AIR tr FINAL tr FINAL O APPROVED CORRECTIONS: E DISAPPROVED tr REINSPECTION REOUIRED DATE INSPECTOR ,*#"rroN neouisr TOWN OF VAIL DATE INSPECTION: JOB NAME MON CALLER TUES READY FOR LOCATION: WED THUR FRI AM BUILDING:PLUMBING: T] UNDERGROUND tr ROUGH / D,W.V. tr o tr D tr tr tr FOOTINGS / STEEL FOUNDATION / STEEL FRAMING T] ROUGH / WATER ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION O POOL / H. TUB SHEETROCK NAIL tr o tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANIGAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR D O FINAL tr FINAL O APPROVED COBRECTIONS: 8,. DISAPPROVED .- N REINSPECTION REQUIRED DATE INSPECTOR ,*#"toN TOWN OF REOUEST VAIL DATE INSPECTION: JOB NAME MON CALLER TUES READY FOR I i ,'j LOCATION: WED THUR FRI AM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V.tr FOUNDATION / STEEL tr FRAMING O ROUGH / WATER f-r ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL/ H. TUB tr SHEETROCK NAIL tr n tr FINAL tr FINAL ELEGTRICAL: tr TEMP. POWER MECHANIGAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr B FINAL tr FINAL tr APPROVED CORRECTIONS: F'DISAPPROVED DATE INSPECTOR ,*rl["toN REeuEsr TOWN OF VAIL DATE JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D,W.V. tr ROUGH /WATER tr FOUNDATION / STEE- tr FRAMING n ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING B INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: D HEATING u tr tr ROUGH O EXHAUST HOODS CONDUIT O SUPPLY AIR tr tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPBOVED tr REINSPECTION REQUIRED DATE INSPECTOR ,*rfE"toN REeuEsr TOWN OF VAIL DATE JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: D UNDERGROUND tr ROUGH / D.W.V. tr ROUGH /WATER tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL/ H. TUB tr SHEETROCK NAIL tr tr FINAL E FINAL ELECTRIGAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH D EXHAUST HOODS B CONDUIT tr SUPPLY AIR tr tr FINAL O FINAL tr APPROVED CORRECTIONS: E DISAPPROVED O REINSPECTION REOUIRED DATE INSPECTOR ,rrf["toN REeuEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND D ROUGH / D.W.V. tr ROUGH / WATER N FOUNDATION / STEEL D FRAMING r-1 ROOF & SHEER " PLYWOOD NAILING O GAS PIPING tr INSULATION tr SHEETROCK tr POOL / H. TUB NAIL o tr tr tr tr FINAL FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL tr tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED ;: DATE INSPECTOR ,rr#"roN REeuEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V.tr FOUNDATION / STEEL tr tr FRAMING tr ROUGH /WATER ROOF & SHEER PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL/ H. TUB tr SHEETROCK NAIL tr D tr FINAL N FINAL ELECTRICAL: EI TEMP. POWER MECHANIGAL: O HEATING tr ROUGH tr EXHAUST HOODS O CONDUIT tr SUPPLY ArR ! tr FINAL D FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR ,*r#"toN REeuEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: D UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL/ H. TUB tr SHEETROCK NAIL o tr tr FINAL O FINAL ELECTRICAL: E TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR O FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REOUIRED DATE INSPECTOR ,"rfl"toN REeuEsr TOWN OF VAIL DATE CALLER READY FOR INSPECTION: MON TUES WED THUR FRI JOB NAME AM PM LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W,V. tr ROUGH / WATER T] FOUNDATION / STEEL tr FRAMING r-r ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL/ H, TUB tr SHEETROCK NAIL tr tr FINAL tr FINAL ELE trT trF trC tr_ CTRICAL:MECHANlCAL: TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT O SUPPLY AIR tr FINAL O FINAL tr APPROVED CORRECTIONS: r] DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR ,*r#"roN REeuEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V, tr ROUGH /WATER D FOUNDATION / STEEL tr tr tr tr tr tr FRAMING ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION SHEETROCK tr POOL / H. TUB NAIL tr tr tr FINAL FINAL ELECTRICAL:MECHANICAL: tr tr tr tr TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR I ,"rt"roN REeuEsr TOWN OF VAIL DATE JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI AM PM READY FOR LOCATION: B tr tr tr D tr tr tr UILDING: FOOTINGS / STEEL PLUMBING: FOUNDATION / STEEL tr UNDERGROUND D ROUGH / D.W.V. tr ROUGH / WATER FRAMING ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION tr POOL / H. TUB SHEETROCK NAIL tr tr tr FINAL O FINAL ELE trT trF trc tr_ GTRICAL:MECHANICAL: TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL E] FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR ,r#"toN REeuEsr TOWN OF VAIL JOB NAME READY FOR INSPECTION: MON TUES WED THUR FRI DATE LOCATION: AM PM BUILDINGT D FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL O UNDERGROUND tr ROUGH / D.W.V. tr ROUGH /WATER tr FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr SHEETROCK O POOL / H. TUB NAIL tr tr tr tr O FINAL FINAL ELECTRIGAL: tr TEMP. POWER MECHANICAL: O HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT O SUPPLY AIR tr FINAL tr tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED O REINSPECTION REQUIRED DATE INSPECTOR ,rrt"roN REeuEsr TOWN OF VAIL JOB NAME CALLEB INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND O ROUGH / D.W.V. B ROUGH /WATER tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING O INSULATION tr SHEETROCK tr tr tr tr POOL / H. TUB NAIL tr FINAL FINAL ELEGTRIGAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL tr tr FINAL C] APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIBED DATE INSPECTOR DATE ,*rf!"toN REeuEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI AM PM READY FOR LOCATION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER T] FOUNDATION / STEEL tr FRAMING n ROOF & SHEER " PLYWOOD NAILING N GAS PIPING tr INSULATION tr SHEETROCK tr POOL / H. TUB NAIL o E o tr FINAL tr FINAL ELECTRICAL: tr TEMP, POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT T] SUPPLY AIR O FINAL D o FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR ,"rf["toN REeuEsr TOWN OF VAIL JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI DATE READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND D ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL O FRAMING n ROOF & SHEER " PLYWOOD NAILING D GAS PIPING tr INSULATION tr SHEETROCK tr POOL / H. TUB NAIL tr tr o FINAL tr tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR D tr FINAL O FINAL tr APPROVED CORRECTIONS: T] DISAPPROVED ,tr REINSPECTION REQUIRED ih.Prlnbrt/varl DATE INSPECTOR ,*r#"toN REeuEsr TOWN OF VAIL DATE JOB NAME CALLER INSPECTION: MON TUES WED THUR FRI a READY FOR LOCATION: AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND N ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING Fr ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL/ H. TUB tr SHEETROCK NAIL tr D EI FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: D HEATING tr ROUGH T] EXHAUST HOODS tr CONDUIT O SUPPLY AIR tr FINAL O FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE . INSPECTOR ,*rt"rroN REeuEsr TOWN OF VAIL DATE JOB NAME CALLER READY FOR INSPECTION: MON TUES WED THUR FRI -AM PM LOCATION: BUILDING:PLUMBING: E] UNDERGROUND N ROUGH / D.W.V. tr ROUGH / WATER tr FOOTINGS / STEEL "' tr FOUNDATION / STEEL tr FRAMING n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING tr INSULATION tr POOL/ H, TUB tr SHEETROCK NAIL tr tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH O EXHAUST HOODS tr CONDUIT tr SUPPLY AIR Ft tr FINAL tr FINAL tr APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE " INSPECTION REQUEST VAIL READY FOR LOCATION: INSPECTION:':' JOB NAME MON CALLER TUES WED THUR ,FRI .AM\PM BUILDINGT tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND O ROUGH / D.W-V. E FOUGH / WATER tr GAS PIPING tr POOL / H. TUB tr_ tr FINAL MECHANICAL: tr HEATING E] EXHAUST HOODS tr SUPPLY AIR - o _,_ tr FINAL D tr D tr tr tr EI tr tr tr n tr l FOUNDATI FRAMING ON / STEEL INSULATION SHEETROCK NAIL tr FINAL ELECTRICAL: tr TEMP. POWER tr ROUGH tr CONDUIT tr FI,NAL .tr{_PPROVED CORRECTIONS: tr DISAPPROVED tr. REINSPECTION REQUIRED ..1,...7. ,r'o, a- -, ,,-.U''r.? :) -.-DATE INSPECTOR e INSPECTION , TOWN OF REOUEST VAIL DATE READY FOR LOCATION: INSPECTION: a.' JOB NAME MON THUR FRI I BUILDING: Q FOOTTNGS 4JA / STEEL 4-,___=_ PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER $ rouruonrr d rnnurruc ON/STEEL ,' "!-!'"-a'so tr tr D INSULATION tr GAS PIPING SHEETROCK NAIL tr POOL / H. TUB tr tr FINAL D FINAL ELEGTRICAL: tr TEMP. POWER MECHANICAL: D HEATING tr tr tr ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FIML D FINAL #fpnoveo CORRECTIONS: D DISAPPROVED O REINSPECTION REQUIRED INSPECTOR IN /( ) SPE ON NOF cfl TOW l),, REOUEST VAIL t DATE JOB NAME CALLER READY FOR INSPECTION:MON TUES L,.l LOCATION:OT J tl'-,rP 1"|i t:" t l^ s.-"q \/..' BUILDING:PLUMBING: tr FOOTINGS / STEEL O UNDERGROUND EI ROUGH / D.W,V. tr ROUGH / WATER tr FOUNDATION / STEEL D FRAMING tr INSULATION tr GAS PIPING tr SHEETROCK NAIL tr POOL / H. TUB tr_tr tr FINAL D FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: D HEATING rt'nouen tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR D D FINAL O FINAL {eppaoveo tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: ,^r.3-/7-8L rNSpEcroR INSPECTION REQUEST OF DATE READY FOR LOCATION: INSPECTION: JOB NAME MON 1.. CALLER TUES BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND CI ROUGH / D.W.V. O ROUGH / WATER tr FRAMING tr INSULATION d cns PTPTNG tr SHEETROCK NAIL D POOL / H,TUB tr tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH D EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr tr FIXAL tr FINAL , glfiPeaoveo .. 1,.,,.'CORRECTIONS: N DISAPPROVED D REINSPECIION REQUIRED. :l DATE INSPECTOR l INSPECTION REQUEST i TOWN OF VAIL READY FOR {NS/E LOCATION: WED THUR FRI -*---<9 FOUNDATION / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. D BOUGH / WATER tr tr a tr tr FRAMING INSULATION SHEETROCK I tr GAS PIPING tr POOL / H. TUB ELECTRICAL: tr TEMP. POWER tr HEATING O ROUGH O EXHAUST HOODS tr CONDUIT tr SUPPLY AIR D FINAL APPROVED DISAPPROVED CORRECTIONS: tr REINSPECTION REQUIRED INSPECTOR INSPECTION OUEST READY FOR LOCATION: lN ECTION: JOB NAME MON CALLER TUES WED _____=_ro PM : ,/, BUILDING: O FOOTINGS / STEEL PLUMBING: O FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH /WATER tr FRAMING tr INSULATION tr GAS PIPING SHEETROCK NAIL tr POOL / H. TUB tr FINAL D FINAL ELECTRICAL: tr TEMP, POWER MECHANICAL: tr HEATING tr ROUGH O EXHAUST HOODS O CONDUIT O SUPPLY AIR tr FINAL ,,,".BAP.PROVED 4-- .l:-' -' . CORRECTIONS: N DISAPPROVED tr REINSPECTION REQUIRED D^rE <-4 f-) DATE -INSPECTION .,,TOWN OF J.' /... /., t', / REQUEST VAIL INSPECTION: JOB NAME UOtt CALLER TUES / ial .t'.,t ,READY FOR LOCATION: WED THUR FRI BUILDING: PLUMBING: D FOOTINGS / STEEL tr UNDERGROUND tr FOUNDATION / STEEL . . '' .T-'I tr ROUGH / D,W.V. D FRAMING E ROUGH / WATER - tr INSULATION - tr GAS PIPING -tr SHEETROCK NAIL D POOL / H, TUB -nr1_ tr FINAL tr FINAL ELECTRICAL: MECHANICAL: D TEMP. POWER O HEATING -tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR -r_r r'r _ tr FINAL tr FINAL ,,tr,APPROVED CORRECTIONS: fI DISAPPROVED D REINSPECTION REOUIRED f ,'-DATE INSPECTOR ,*#"roN REeuEsr TOWN OF VAIL ,l ,u,-Gr/e /Sa,, fn,.h t{,/rr WED THUR FRI tr REINSPECTION REQUIRED DATE READY FOR INSP LOCATION: JOB NAME CALLER TUES BUILDING: D FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER T] FOUNDATION / STEEL tr FRAMING {,rusuurro* tr SHEETROCK tr GAS PIPING tr POOL / H. TUB ELECTRICAL: tr TEMP. POWER O HEATING ROUGH tr EXHAUST HOODS CONDUIT O SUPPLY AIR tr DISAPPROVED CORRECTIONS: DATE 2-z?-;z INSPECTOR, t PE rNs DATE CTION REQUEST TOWN OF VAIL 2-/&. hz JoB NAME S Tt.*. FRr &€ *','-'rt ,'r-li, pr,,' CALLER TUES WED THUR READY FOR LOCATION: INSPECTION:MON BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND g/{,rouruonroN / srEEL tr RoucH / D.w.v. _ tr FRAMING tr ROUGH / WATER - tr INSULATION - O GAS PIPING -D SHEETROCK NAIL O POOL / H. TUB -nF1 _ tr FINAL tr FINAL ELECTRICAL: MECHANICAL: tr TEMP. POWEB B HEATING D ROUGH tr EXHAUST HOODS tr CONDUIT O SUPPLY AIR - I 11_ tr FINAI E FINAI ,4frAeeaoveo CORRECTIONS: tr DISAPPROVED tr BEINSPECTION REQUIRED t INSPECTION TOWN OF REQUEST VAIL JOB NAME l._DATE READY FOR LOCATION: CALLER roN: '-t- INSP T:, THUR AM ,.6) 1.. BU EII trl trl tlt I trl D ILDING:PLUMBING: FOOTINGS / STEEL tr UNDERGROUND D ROUGH / D.W.V. tr ROUGH / WATER FOUNDATION / STEEL FRAMING INSULATION tr GAS PIPING SHEETROCK NAIL tr POOL / H. TUB tr O FINAL tr FINAL ELECTRICAL: D TEMP. POWER - MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr a ry{nt tr FINAL OVED tr DISAPPROVED EI REINSPECTION REOUIRED CORRECTIONS: 4zzar ?F lzsclc4Tla 't ,-tz-t INSPECTOR z7s< REQUEST VAIL DATE A- r'f'v. .:.'-\JoB NAME \. {/,c ' '7 Ftr+ - CALLER TUES -. :: I t, INSPECTION TOWN OF READY FOR LOCATION: INSPECTION: {-( THUR FRI # BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER K tr tr Dl tr tr FOUNDATION / STEEL FRAMING INSULATION tr GAS PIPING SHEETROCK NAIL tr POOL / H. TUB tr FINAL FINAL ELEGTRICAL: O TEMP, POWER MECHANICAL: tr HEATING tr tr tr tr ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR o F[{Al_tr FINAL PROVED CORRECTIONS: tr DISAPPROVED D REINSPECTION REQUIRED INSPECTOR ,DATE Z- ,9-,ir--- t 1t, INSPECTION REQUEST WED THUR FRI TOWN OF VAIL DATE READY FOR LOCATION: JOB NAME INSPECTION:MON qq .>@,, BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING tr INSULATION tr GAS PIPING O SHEETROCK NAIL tr POOL / H. TUB tr FINAL O FINAL I ELECTRICAL: tr TEMP. POWER tr HEATING . ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL VED CORBECTIONS: tr DISAPPROVED tr REINSPECTION BEQUIRED t, INSPECTOR ,*#"roN TOWN OF REQUEST VAIL a DATE READY FOR INSPECTION: LOCATION: JOB NAME MON WED THUR FRI CALLER TUES BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING tr INSULATION tr GAS PIPING O SHEETROCK NAIL tr POOL / H. TUB tr D FINAL tr FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: O HEATING /^ouo,tr EXHAUST HOODS tr CONDUIT N SUPPLY AIR tr tr FINAL tr FINAL [gy'eeenoveo CORRECTIONS: tr DISAPPROVED O REINSPECTION REQUIRED DATE INSPECTOR I PE rNs t1 i'c CTION REQUEST TOWN OF VAIL DATE READY FOR INSPECTION: LOCATION: JOB NAME MON TUES WED THUR -Yl \(tl @ :AV / PM i,t t 1--, BUILDING: tr FOOTINGS / STEEL PLUMBING: FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FRAMING tr INSULATION EI GAS PIPING D SHEETROCK NAIL tr POOL / H. TUB tr FINAL D FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR D FINAL tr DISAPPROVED E REINSPECTION REQUIRED CORRECTIONS: INSPECTOR : DATE READY FOR LOCATION: rNs CTION TOWN OF -v PE ,/ REQUEST VAIL JOB NAME MON CALLER INSPECTION: :,rk t 3ri ,/ TUES ,. WED / cl ,..ir" BUILDING: tr FOOTINGS O FOUNDATI O FRAMING / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V.ON / STEEL tr ROUGH / WATER tr V A INSULATION O GAS PIPING SHEETROCK NAIL tr POOL / H. TUB tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER MECHANIGAL: O HEATING tr D tr ROUGH O EXHAUST HOODS CONDUIT E SUPPLY AIR D F'NAL tr FINAL O DISAPPROVED O REINSPECTION REQUIRED l nppnoveo CORRECTIONS: INSPECTOR L ."ia! SPE .; r. Xfl?!-rE' -...' N REOUEST OF VAIL N I CTIC roy) ,'/ ( -,,\.- }- { -' ,l . ( (., ,t,Vl (MONJ WED THUR FRI I oore I 12,1 JoB NAME I READY FOR LOCATION: INSPECTION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND g ROUGH / D.W.V. tr ROUGH / WATER tr FRAMING tr INSULATION x SHEETROCK tr GAS PIPING NAIL tr POOL / H. TUB tr tr tr FINAL tr FINAL ELECTRIGAL: tr TEMP. POWER MECHANIGAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr FINAL - tr FINAL tfrrs*rRovED tr APPROVED NSPECTION REOUIRED CORRECTIONS: t / ,--, ,.'t ,/Jfr/>7 JOB NAME MON TUES WED THUR tNSPECTTON REQUEST 1 ,'t /. ) . T,OWN OF VAIL / | /,- /'' i.tr )' l'[i.t " l lr/iFR DATE READY FOR PECTION:iPM j AM LOCATION: BU trl ol Vr 'J ,r NI trl tr ILDING:PLUMBING: FOOTINGS / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER FOUNDATION / STEEL FRAMING I tr GAS PIPING INSULATION SHEETROCK NAIL tr POOL/ H. TUB tr tr FINAL FINAL ELECTRIGAL: O TEMP. POWER MECHANICAL: O HEATING tr o tr ROUGH tr EXHAUST HOODS CONDUIT N SUPPLY AIR tr D FINAL tr FINAL *l' tr DISAPPROVED D REINSPECTION REQUIRED q'APPROVED CORRECTIONS: DATE INSPECTOR J4 7ss JOB NAME MON CALLER TUES REQUEST VAIL DATE READY FOR LOCATION: ECTION:AM /, FRr I WED THUR ,PMi BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH /WATER 1 \tr tr tr FRAMING INSULATION tr GAS PIPING SHEETROCK NAIL tr POOL / H. TUB tr tr FINAL tr FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: tr HEATING tr tr n ROUGH O EXHAUST HOODS CONDUIT tr SUPPLY AIR tr trIF INAL D FINAL APPROVED 'CORRECTIONS: O DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR INSPECTION REQUEST TOWN OF VAIL CALLER READY FOR INSPECTION: MON TUES WED THUR FBI ,/ i, *.1 '' | ' ." ,,....LOCATfON: ,t / .) .. ,' .j ;' ,'4. // :t' ..' t' "AM PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING tr INSULATION tr GAS PIPING tr SHEETROCK NAIL tr POOL / H. TUB tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR n D FINAL tr FINAL ifi!'lteeaoveo , CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED : DATE ,*#"toN TOWN OF REOUES.T VAIL JOB NAME READY FOR LOCATION: BUILDING: tr FOoTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER D INSULATION tr GAS PIPING tr SHEETROCK NAIL -D POOL / H- TUB O FINAL ELECTRICAL: O TEMP. POWER tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL tr DISAPPROVED tr REINSPECTION REQUIRED INSPECTOR t DATE ,*#"roN REeuEsr TOWN OF VAIL JoB NAME -\ u 'u' #-' , 't CALLER INSPECTION:MON TUES WED THUR FRI AM PM &tar- 3y' READY FOR LOCATION: BUILDING: E FOOTINGS / STEEL PLUMBlNG: D UNDERGROUND x BOUGH / D.w v. .MhoucH / wArER D FOUNDATION / STEEL D FRAMING O INSULATION tr SHEETROCK {cns PTPTNG NAIL tr POOL / H. TUB tr tr tr FINAL tr FINAL ELEGTRIGAL: D TEMP. POWER MECHANICAL: tr HEATING E ROUGH tr EXHAUST HOODS E CONDUIT n tr SUPPLY AIR --n o F|NAL D FINAL PPROVED tr DISAPPBOVED tr REINSPECTION REQUIRED CORRECTIONS: DATE INSPECTOR i I * SPECTION TOWN OF REQUEST VAIL DATE READY FOR INSPECTION: LOCATION: JOB NAME BUILDING: tr FOOTINGS / S U] FOUNDATION A 'o rnRvtNc -tr INSULATION tr SHEETROCK tr_ tr FINAL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. O ROUGH /WATER tr GAS PIPING tr POOL/ H. TUB tr tr FINAL TEEL / STE NAIL ELECTRICAL: tr TEMP. POWER tr ROUGH tr CONDUIT tr Ftbyr,L MECHANICAL: tr HEATING tr EXHAUST HOODS tr SUPPLY AIR tr tr FINAL tr 4 frepaoveo ]ORRECTIONS: tr DISAPPROVED O REINSPECTION REQUIRED I' ome,4 - /+ -7 - tNSPEcroR ,*r#"r,o* REeuESr TOWN OF VAIL DATE READY FOR LOCATION: tr APPROVED COBRECTIONS: JOB NAME INSPECTION: CALLER .',--.'.'--.-t-} :1\d0fif*i TUES .l '){.-1--'---'-,."1. WED THUR FRI tr DISAPPROVED tr REINSPECTION REQUIRED BUILDING:PLUMBING: / -l ?a''tr FoolNGS / srEEL -''/1,< " tr UNDERGRoUND D FOUNDATION / STEEL tr ROUGH / D.W.V. tr FRAMING tr ROUGH / WATER tr FoorNGS / srEEL .{'1,^a' tr UNDERGF D FOUNDATION / STEEL tr ROUGH / tr FRAMING tr ROUGH / fI INSULATION - tr GAS PIPI N SHEETROCK NAIL tr POOL / H. tr tr_ N FINAL D FINAL - ELEGTRICAL: MECHANICI N TEMP. POWER tr HEATING N ROUGH tr EXHAUST D CONDUIT _ tr SUPPLY / tr tr_ tr FINAL tr FINAL - fI INSULATION - tr GAS PIPING N SHEETROCK NAIL tr POOL / H. TUB trtr N FINAL D FINAL ELEGTRICAL: MECHANICAL: N TEMP. POWER tr HEATING N ROUGH tr EXHAUST HOODS D CONDUIT _ tr SUPPLY AIR ,, . -t. DATE INSPECTOR J CTION REQUEST DATE JOB NAME MON CALLER TUES @) rHUR FRI READY FOR LOCATION: BUILDING: firoor,rn, / srEEL PLUMBING: D UNDERGROUND tr ROUGH / D,W.V. D ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING tr INSULATION tr GAS PIPING tr SHEETROCK NAIL tr POOL / H. TUB tr FINAL ELECTRICAL: tr TEMP, POWER MECHANICAL: tr HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED INSPECTOR * JOB NAME MON ( IN l:- ECTION REQUEST VAIL a DATE BEADY FOR LOCATION: /,,TOWN OF "o..rA -hl rN9tE :tt/^ 7 toN:THUR BUILDING: tr FOOTINGS / STEEL PLUMBING: 'q rour.ronloN / srEEL tr UNDERGROUND tr ROUGH / D.W.V. O ROUGH /WATER D FRAMING tr INSULATION tr GAS PIPING tr SHEETROCK NAIL tr POOL / H. TUB b tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS E] CONDUIT tr SUPPLY AIR o tr FTDIAL FINAL A-PPROVED tr DISAPPROVED D REINSPECTION REQUIRED CORRECTIONS: INSPECTOR N t SPECTION TOWN OF .j. tt REOUEST VAIL DATE ! READY FOR LOCATION: ,.81_:ABPROVED CORRECTIONS: JOB NAME MON WED THUR FRI CALLER IUES tr DISAPPROVED tr REINSPECTION REQUIRED BUILDING: PLUMBING: tr FOOTINGS / STEEL O UNDERGROUND FOUNDATION/STEEL tr ROUGH/D.W.V. tr FRAMING tr ROUGH / WATER tr r'l tr INSULATION SHEETROCK NAIL - tr GAS PIPING D POOL / H. TUB D N FINAL tr FINAL ELECTRICAL: tr TEMP. POWER tr ROUGH tr CONDUIT MECHANICAL: tr HEATING N EXHAUST HOODS tr SUPPLY AIR o_ D tr,FJNAL D FINAL 'NSpECTOR ;a . .z_.t l--' DATE ,*rt"toN REeuESr TOWN OF VAIL DATE READY FOR LOCATION: JOB NAME CALL '''.-,]MoN : IgFj;' ER INSPECTION:WED THUR FRI PM BUILDING:PLUMBING: F FOOTTNGS / STEEL tr UNDERGROUND _ O FOUNDATION / STEEL N ROUGH / D.W.V, O FRAMING N ROUGH / WATER . O INSULATION - tr GAS PIPING -tr SHEETROCK NAIL O POOL / H. TUB -T'l ri _ tr FINAL tr FINAL ELECTRICAL: MECHANICAL: D TEMP. POWER - O HEATING -D ROUGH D EXHAUST HOODS tr CONDUIT - tr SUPPLY AIR |-'l _ r'1 DFTNAL - trFINAL ,E} APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE INSPECTOR JOB rNs#;noN TOWN OF t./ i '1 i,,i, - REQUEST VAIL READY FOR LOCATION: INSPEC ON:WED '1 THUR '#,,/t -- -..-"- ;d -'Q-1. x,4l pM ,..| , FOOTINGS / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER FOUNDATION / STEEL FRAMING tr INSULATION O GAS PIPING I1 SHEETROCK NAIL tr POOL / H. TUB ELECTRICAL: N TEMP. POWER D HEATING D ROUGH -tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR d PROVED O DISAPPROVED O REINSPECTION REQUIRED CORRECTIONS: DATE /- t'' ,v'''INSPECTOR JOB NAME ,"rt"roN REeuEsr TOWN OF VAIL DATE READY FOR LOCATION: INSPECTION:\.r't - -:'',- 11.:{:;:' THUR - FFF-:: CALLER "o* (-i-rr. 1) :9' n -t- )WED AM, BUILDING: cil FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEI tr UNDERGROUND D ROUGH / D.W.V. tr ROUGH / WATER tr n tr tr FBAMING INSULATION SHEETROCK O GAS PIPING NAIL tr POOL / H. TUB tr tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT - - tr SUPPLY AIR tr tr FI\|AL tr FINAL .'.EI,-AFPROVED ,,',/' ./ COBRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE z' i. r i,INSPECTOR JOB NAME MON READY FOR LOCATION: INSPECTION:,)J .1,7 ''r t ,/ ,) ,a BUILDING: q FooTTNGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V, tr ROUGH / WATER t tr FOUNDATION / STEEL tr FRAMING tr INSULATION tr GAS PIPING tr SHEETROCK NAIL tr POOL / H. TUB tr tr D FINAL tr FINAL EL o tr tr tr ECTRICAL: TEMP. POWER MECHANICAL: O HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR o ofrrunr-C] FINAL ED tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: l SPE CTION REQUEST TOWN OF VAIL a DATE READY FOR LOCATION: IN JOB NAME .INSPECTION: ''.' CALLER MON TUES ,' ,ni BUILDING: n roortrucs / srEEL PLUMBING: tr UNDERGROUND tr FOUNDATION / STEEL tr ROUGH / D.W.V. I' tr FRAMING tr ROUGH / WATER D INSULATION tr GAS PIPING tr SHEETROCK NAIL D POOL / H. TUB D D {tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR D tr c/ANet tr FINAL '(Kr^ou.o tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: onre F'/?'f rNspEcror E>::- ?:::i""t --' ' ,rr#"toN TOWN OF REQUEST VAIL DATE READY FOR LOCATION: JOB NAME --t ,' €. ( l'f (-i-,r I .ALLER l-\ INSPECTION:TUES\ WED I THUR FRI | -+-L-Z ! BUILDING: D FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL D UNDERGROUND tr ROUGH / D.W.V. D ROUGH / WATER tr FRAMING tr INSULATION tr GAS PIPING tr SHEETROCK NAIL D POOL / H. TUB D tr FINAL tr FINAL ELECTRICAL: p reve. PowER MECHANICAL: tr HEATING tr ROUGH D EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr _tr tr/ FINAL O FINAL /APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: INSPECTOR ,"r'#"toN REeuEsr TOWN OF VAIL 'i -__t_ DATE READY FOR INSPECTION: LOCATION: CALLER TUES :', THUR FRI L ',.).:,.''/ BUILDING: D FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER D tr FRAMING INSULATION tr GAS PIPING ! SHEETROCK NAIL tr POOL / H. TUB tr D FINAL D FINAL ELE MI DF nc u_ CTRICAL:MECHANICAL: TEMP. POWER tr HEATING ROUGH D EXHAUST HOODS CONDUIT tr SUPPLY AIR tr tr FINAL tr FINAL APPROVED CORRECTIONS; tr DISAPPROVED O REINSPECTION REQUIRED DATE INSPECTOR .l.'ln:t a I o/ | /n I oerc Y /to/F/ JoBNAME // (\ / rvrvr! \,r I \, -r- I +Upt l<C A INSPECTION; rNs (c (G) rHuR READY FOR LOCATION:L) FR D .dt tr DISAPPROVED D REINSPECTION REQUIRED BUILDING: tr FOOTINGS / STEEL PLUMBING: O FOUNDATION / STEEL D UNDERGROUND tr ROUGH / D,W.V. tr ROUGH / WATER tr FRAMING E INSULATION tr GAS PIPING tr SHEETROCK NAIL tr POOL / H. TUB tr tr FINAL tr FINAL ELECTRICAL:MECHANICAL: TEMP- POWER tr HEATING tr ROUGH O EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr D FINAL tr FINAL PPBOVED CORRECTIONS: INSPECTOR INSPECTION TOWN OF REQUEST VAIL DATE .. (.r JOB NAME INSPECTION: MON f"-i AM Q-,4.,--1'!.-,1 READY FOR LOCATION: I ^ '1-' BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND - F ROUGH / D.w.v. AI ROUGH / WATER -/\ A cns PTPTNG tr POOL / H, TUB tr---- D FOUNDATION / STEEL tr FRAMING tr INSULATION O SHEETROCK NAIL tr FINAL tr FINAL ELECTRlCAL: tr TEMP. POWER MECHANICAL: D HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL -4vaeeaoveo CORRECTIONS: O DISAPPROVED tr REINSPECTION REQUIRED ''- eli 75 south lronlage road vail, colorado 81557 (303) 476-7000 Mr. David D. llowl in tr.lestern Federal Savings 700 Seventeenth Street Denver, Colorado.' 80202 Dear David, Pl ease fi nd encl osed the certi fi cates referenced lots. The originals will you come to pick them uP in Person. Sincerely, Bujlding Inspector Gl'l/ rme offlce of communlty development April 5, .l985 RE : Lots 32 ,38,39 ,4A ,41 and 42 Hiqhland Park Subdivision of occupancy for the above hp kpnt in thp files until WESTERN FEDERAL 700 Severfeenth Strccf Denver, Colorodo 80202 Telephone (303) 370-1212 March 19, 1985 SAVI NGS Mr. Steve Patterson Town of Vall 75 Frontage Road Vall, Colorado 81657 Re: Highland Park Tovrnhomes Dear S teve: Pursuant to our conversatLon of yesterday, I am wrltlng you to clarify certain issues contained in my letter of March 15, 1985. As we agreed, Mldland/Western Federal Savings will not require the Town of Val1 to send us a letter or notice of non-performance lf the requirement referenced in the Temporary Certificates of Occupancy (Nos. 752, 753, 754, 755, 756 and, 757) are not met by July 31, 1985. Further, in the unlikely event that the Town of Vail assumes the responsibil- ity to complete the requirements, we authorlze the To!'rn of Vail to enter upon our property to complete such requirements. I trust that this satisfies the documentation requlrements in order for the Tovrn of Vail to issue Certificates of Occupancy. Very truly yours, UJ[) d"-t David D. Nowlin DDN: lmw \,vESTERN FEDERAL 9AVINGS AND LOAN ASSOCIATION OF COLORADO HOME OFFf cE: 7OO Seventaenth slr€et, D.nver, Colorado eO2O2. T€laphono (3Og) A7o-1212 BMNOH OFFICES: AUFORAiTALL. CHEARYCREEK . CINDERELLA CITY EAST DENVER STAPIETON AIRPORT . LAXESIDE . GREELEY . WESTLANO NOFTFGTENN. SOUTHGLENN. DENVER TECH CENTEB . ARVADA ' BEAFVAI.IEY. LAJI,,NTA. PUEBLO ' LOVELAND. GMNOJUNCTION. PUEBLO [&TL COLORAI)o SPRINGS.DOA'NTO^/N . AUROM . COLORADO SPBINGS-CITADEL . BOULOER FORT COLLINg UNIVERSITY HIIIS ' LONGMOI'IT MrDLAnrolhesrERN FEDERfi. savrNGS 700 Sevenleenlh Streel Denver, Colorado 80202 Telephone (303) 370-1212 March 15, 1985 Issuance of Certificates of Occupancy for Ehe Highland Park Townhomes Pa t t er son : Mr. Steve Patterson Town of Va11 Bullding Department 75 Frontage Ro ad Vail , Colorado 81657 RE: De ar Mr. Pursuanr to my conversatlons with Gary Murraln and you, I am requestlng that the Town of Vail tsste€Uer tificates of 6ccupancy for the Highland Park townhomes. To insure the performance of the requirements referenced in the temporary certificate of occupancy for the projects numb ered 7 5 2 , 7 5 3 , 7 5 4 , 7 5 5 , 7 5 6 , and 757, I have enclosed a letter of credlt 1n the amount of $9,I49.60. The amount of the letter of credlt 1s equal to twlce the bid amounts for the work to be performed to satisfy the Townt s requirements. I have enclosed copies of Ehese bids for your f 11es.The bid ln the amount of $2.200.80 1s for the replacement of up to twelve trees that are required under the Spec ia1 Dev el opuen t Di st r ic t pl an .The b 1d in the amount of t/ $2,370.00 is for the repair of the stucco material on the exEerior units near the base of the atrluns, and the extenslon of the rip-rap fron the subsurface drain outfall 11ne westerLy to the dra ln ag e easement. It is my understanding that if the requirements referenced ln the TCors are not meE by JuIy {tl I985, you wiIl send a letter or noElce of non-performance to iridland/Iilestern Federal Savings / and Loan Associatlon.If the requirements are not met within thlrty (30) days of the nalling of said notj.ce, the To wn will draw on the LeEter of Credlt and cause the work to be completed. Mldlaud/Western Federal Savlngr s and Loan Assoclation understands and agrees thac it must honor a draw on the LeEter of Credit whether or not I personally bel ieve a draw is justlfted. If the enclosed documentation x0eets with you! approval , could you deliver the Certiflcates of 0ccupancy to me ln care of the above address. Thanks for your assistance. Sincerely. \\g^t^t- DV / p1w Dave No wl 1n oo M I DLAND/WESTERN FEDERAL SAVINGS 700 Seventeenlh Street Denver Colorado 80202 Telephone (303) 370-1212 rRBEvocABLEcREorrNo. 01-0073 DArE March 15, 1985 l1apn of Vail 75 Prontage Road Vai1, Colorado 81657 Gentlomen: wE HEREBy opEN oun IRREVoCABLE LETTER oF cREDrr rN youR FAVoH FoR THE AccouNT oF lt{idlandltrrlestern fg4er41__gqvl!Sq_g!d Loan AsEqciation of Colorado (tlre "Association) FoR A sUM OR SUM5 NoT EX6EEDTNG tN THE AGGREGATE THE SUM or Nine Thousand Orie hrndred Fortv-nine and 60,/10Q Dqllars _($9. 149,6Q)_ AVAILABLE BY YOUR DRAFTS OFAWN ON MIDLAND/WESTERN FEOEBAL SAVINGS AND LOAN ASSOCIATION OF COLORADO AT Sight in tjle Eorm-of_€qhedule I hereto (Sight or Time) TO BE ACCOMpA1J1ED By: Your certificate in the fo rm of Annex A. This l€tter of Credit is relative to, but does not incorporate by such reference, the improvenents that nust be nade to Ehe Hlghland Park townhomes pursuant to the requirements contained in the Eemporary certificate of occupancy (the "TCO") for projecc nrmbers 7 52, 7 53, 7 54 , 7 55 ,756 and 757. the amornt payable hereunder shall not exceed $9,149.60, which amount represents double the cunulaEive sun bid by third party contractors for the completion of the imorovemenEs referenced tn the TCO. .L. . (. :',1 '"LJ t.4 Denand for payment ruay be made by you under this LeLter of Credit prlor to the o<pira- tion hereof at any time durirg our business hours at our aforesaid address, on a Busl- ness Day (as hereinafter defined). As rsed herein the Eerm "Business Day" shal1 rnean Continued on next F1g e. OFAFTS MUST BE NEGOTIATEO AND PRESENTED TO US ON OR BEFOFE SEPIENbCT 15, 198 5 ALL DRAFTS DRAWN MUST BE MARKEO "DRAWN UNDEB MIOLANO/WESTEiIN FEDERAL SAVINGS LEfiER OF CREDIT NUM- BER 00-0073 oArED March 15, 1985 ". THE AMOUNT OF ANY DFAFT DRAWN UNDER THIS LETTER MUST BE ENDORSED ON THE REVERSE HEREOF. AND THE PRESENTATION OF EACH DRAFT. IF NEGOTIATED. SHALL CONSTITUTE A REPFIESENTATION ANO WARRANTY BY IHE NEGOTIATING BANK TO BE RELIEO ON BY US THAT SUCH ENDORSEMENT HAS BEEN MADE AND THAT DOCUMENTS HAVE BEEN FORWARDED AS HEREIN BEOUIBED, IF THE OFAFT IS NOT NEGOTIATED. THIS CREDIT ANO ALL RK)UIBEO DOCUMENTS MUST ACCOMPANY THE DRAFT. THIS CREDIT MUST ACCOMPANY ANY DRAFT WHICH EXHAUSTS IT. AND MUST BE SURRENOEFED UPON PR€SENTATION OF SUCH DRAFT WE HEBEBY AGREE WITH THE ORAWEFS, ENOORSERS AND BONA FIDE HOLDERS OF DRAFTS OBAWN UNOEB AND IN COMPLIANCE WITH THE TEBMS OF THIS LETTER OF CREDIT THAT THE SAME SHALL BE DULY HONORED ON DUE PRESENTATION TO THE DRAWEE, DELIVERY OF DOCU. MENTS AND COMPLIANCE WITH THE TERMS HEHEOF. THIS CREDIT IS SUSJECT TO THE "UNIFOHM CUSTOMS Ar'lD PRACTICE FOR DOCUMENTARY cREOTTS (1983 F€VrSrON) TNTERNATTONAL CHAMBEF OF COMMEFC€, PUBLICATION NO, 400 coM LN-14 SINCEFELY, ATD Mb.rtip o" " 1fi$fipRllEe erGFteEtE,l ent TO BE ACCOMPANIED BY: (continued) Lerrer of Credit /iOl-0073 any day other than a Saturday, Sunday, or a day on wtrich federally chartered savlng s and loan assoclations in the State of Colorado are authorlzed or requlred by law to close. lf demand for paynen t and the docrments presented in connectlon therewith conform to the terms ard conditions hereof, paFnenE shall be rnade to you of the amount dernanded, in innediately available funds, on the same date as the date of d ernand by you by 5:00 p.n. Denver, Colorado time. If a demard for payment rnade by you hereunder does not, in any instance, conform to Ehe terms and condltlons of this Letter of Credit, re shall give you prcmpt notice that such denard was not effecEed in accordance w-i th the terms and conditions of Ehis Letter of (hedit, stating Ehe reasons Eherefor and that we are holding any documents at your dlsposal or are reEurning the same to you, as $e may elect. Ilon being notified that the purported negoEiation was not effected ln conformity wiEh this L€tter of Credlt, you may correcE any such non- confo rrning demand for pa. ynen t if, and Eo Ehe extent that, you are enEiEled ard are able to do so. Thls Letter of Credit is subject to the l} lform Custotrs ard Practlce for Doctmentary Credits (1983 Revision) , International Chanber of Cnnmerce, Publlcation No. 400 (the "LLriforn Custons"). This L€tter of Credit. sha1l be deemed to be nade under Ehe Llniform Corunercial Code in effect fron time to tine in the SEate of Colorado, and as to matters noL governed by the l-trifo rm CusEoms, shall be governed by and construed in accordance with the laws of the State of colorado. A11 paym.ents shall be in irnrnedlaEely avallable fund s and shal1 be made solely from the Associationrs own funds and not f rcm any other source. Thls Letter of Credit expires on Septenber 15, 1985. SPECIAL CONDITIONS: You are linited to one drafL hereunder, whlch draft shall not exceed $9,149.60. This Letter of Credit sha1l terminate at Ehe close of business aE our aforesaid address on the earlier to occur of the following dates: (1) the stated o<piraEion date hereof or (1t) the date on which a draw made by you has been honored in fu1l . This letter of Credit shall be pronptly surrendered to us by you upon such termlnation. Page 2 of 4 Annex LETTER CERTIFICATE FOR UA" DRAWING cREDrr #01-0073 The undersigned , a d uI y authori zed representative of the Town of Vail (the "Tbwn" ) hereby certifies to Midland/Western Federal Savi-ngs and [,oan Association of Colorado ( the " Associa-tion"), with reference to the Associationrs Irrevocable Letter of Credit No.0l-0073 (the "Letter of Credit'r) issued by the Asso-ciation in favor of the Town, that: (1) That I have been authorized by the Tbwn to make a draw under the Letter of Cred it. (2) That I am making a demand under the Letter of Cred it for the amount of money needed to pay third party contractors to complete all or part of the following work at the Highland Park Fil ing llc. 1 Subd iv i s ion : (a)Repl acement of betv',een one and twelve trees that did not survive the most recent winter; and (b)Repair of bhe stucco material near the base of the atr ir.ms on one or more of the townhome buildings. (c)Extension of the rip-rap from the subsurface drain outfall line westerl-y to the drainaqe easement . (3 ) That the Tbwn mailed a notice of non- performance to the Association stating that the above work has not been performed, and more than thirty (30) days have passed since said notice was mailed. (4) That the fulL amount of the sight draft accompanying this Certificate is necessary for the com- p1 etion of the work described in paragraph 2 of this Certificate. (5) That the fuI1 amount drawn by the sight draft accompanying this Certificate will be expended for work performed on and l abor suppl ied to the Highl and Park Fil inq lio. I Subd iv ision. 11 -or' IN WITNESS WHEREOF, vered this Certificate as 1 98_. ATTEST: the undersigned has executed and del of the dav of i- Tq{N OF By: Page 3 of 4 \TAIL SCHEDUI{E 1 to LETTER OF CREDIT #O'I-0073 DRAFT FOR PAYMENT DRAWN UNDER I"IIDLAND/WESTERN FEDERAL SAVINGS AND LOAN ASSOCIATION OF COLORADO LETTER OF CREDTT NO. 01-0073 DATE: PAY TO: the account of the lbwn of Vail , clL , , 19 DOLLARS TOITN OF vA,IL By Its Ivlid 1 and/We stern Fed eral 700 - 17th Street Denver, Colorado 80202 Attention: Conmercial Savings and Loan Association Lend ing Div ision Acco unt a bank $ tllc . i6 TO: Page 4 of 4 Proposal l-oREsT gNTEppp,a"a Box rra ADWqRDS qo €\b3a Propopol No. Sheel No. Dore l -8 - 85 Proposol Submittod To Work To 8e Performed Al City r\E\IVER Telephone Number- 3-lC,r .__L}, I Dste of Plons=--. --_ _ Srreet \trC*}{LFt\]f\ PFE.K__-_ Cily V Ft\t- _Srote C C). We hereby proposc lo furnish oll the I moleriols ond perform oll the lqbor ne€essory for thc completion of All moteriol is guoronleed to ond specificqtions submi eo wilh poyments lo be mode os be os specified, ond the obove work for obove work ond compleled in follows, lo be perlormed in occordonce with the drowings o subslontiol workmonlike monner for lhe sum of Dollors ($ e.a-11-1 s y. Any olteroiion or deviofion from obove speciffcotions involving extro become on extro chorge over ond obove the eslimote. All ogreemenrs control. Owner fo corry fire, tornodo ond olher necessory insuronce costs, will be executed only upon wrinen orders, ond will contingent upon strikes, occidents or deloys beyond our upon obove work. Workmen's Compensotion ond public Liobility Insuronce on obove work io be token out by Respectfully subm Per Note - This proposol moy be withdrown by us i{ nol occepted wilhin ooys ACCEPTANCE OF PROPOSAL The obove prices, speciffcolions ond condifions ore sotisfoctory ond ore hereby occepled. you ore outhorized to do thc work os specified, Pqyment will be mode qs outlined obove. LrTHO rN U. 6. A. Page No. af Pages THE PLANTERS of VAIL P. O. Box 421 VAIL, COLORADO 8I658 Phone 949.6058 PROPOSAL SUBMI]TED TO Western Federal Savinqs PHONE DAI€ 2/26/85 STREET Box 5807 .IOB NAME Hvland Park Condominiums CITY. STA'E ANO ZIP COD€ Denver, Co B02L'7 JO8 LOCAIION Vail Co ARCHIIECI DATE OF PLANS JOA PHONE we hereby submrt specrlicatrons and estrmates for:The femOVal and I' eplaCement Of dead aSpenS . Dead Trees to be replaced with seed gror,rn Aspen(Populus tremuloides) Of 2-2\" Caliper. Dead trees to be removed from siLe. New trees to be staked with 3 -6' steel stakes and nylon lree straps. Cost per each tree, 9175.00 + 98.40 Tax. IEf lfoyuff hereby to furnish material and labor - complete in accordance with above specifications, for the sum ol: dollars (S l to be mads as tollows; All malatial it Suarrntaad to ba ai lpGartiad, All rrott to b. complatad In a rctlrnanlilc manncr accordrnS to rtandead practtcar. Any altc.atron or drtiatton tmm abovG sp.Gifica' tron! Involvrnt crlr. co!t! wrll b. etecuted only upon wtttan ordatt. and w.ll bcconc an crtra charSa oyar and abova tha a3trmata, All aSreement: conl|n8cnt upon tttila3. accdenl3 oa dalayr batori out control. oraer to carry ftre, tornado.nd otlraa nac.3lary In.|rrunc.- Out wo.laB ara lulty coyaaad by lryoltmrn g Compcnsation Insur.oc!, Authorized -t2 Signature Note: This p.oposal ma wilhdrawn by us if not accepted within AfffytUnff Uf flfUpf Ul -rhe above prices. spec,r.carioos and condtttons are satrslactory and are hereby accepted. You ate authoflzrd Signatura to do the work a: spcrfied. Fayment wrll be mado as outlined abwe. Signatura Date ot Acceptance, FOBI. ||!-3 COP.rFrGSt r9€O- Avd.br. hdn 1t€;a' |nc. eoro.r r..s, Ora5O lflrupusul \\ \\ --5 ' st -'\ 3"=.Sp \ qt=\ 3s-r, (D '\{rB \s,:+\ \ \\ $$$ FHS \\\ \ 1\ f E\V 74 tt \e\\>\ \P\ \ \ \\\ \\ $E5SEX\ LE _a ts (Ei \L - t[. -- .f.:-n\\ -X T^ tf d-- Jb-'rir-t- \, - - \9.. - Fh- -r+-{l\N5 t-g? - \l -l I \. s\ lE --- \- S>-q:\ $$*i \ \ \ \ \ \ / F 5 + --!-3L f,5 \ S +( -s .$- s s + \qP S' s {- \N ++ E .S 3 .6- Fs (ir{ WESTERN FEDERAL 700 Severleenth Streel Denver, Colorodo 80202 Telephone (303) 370- 1212 SAVIK November 5, 1984 Mr. Gary Murraln Conmunlty Development Department Town of Vail 75 South Frontage Road Vai1, Colorado 8i-657 Re: HighJ.and Park Dear Gary: Enclosed please fl-nd a copy of a letter of understandlng between ourselves aDd Streamside wlth resPect to the outfall from the sub- surface drains and the locatlon of the rip-rap to divert such $'ater. A portion of the rlp-raP has already been lnstalled and. the balance w1L1 be compl-eted Prior to July 31, L985 per the attached agree- ment. I trust thls meets Requirement il2 of Bill Andrewts Letter dated October 16, 1984. ['g('ht Davld D. Norslln Vice Presldent DDN:luw Enclo sures WESTERN FEOERAL SAVINGS AND LOAN ASSOCIATION OF COLORADO HOME OFFTCE: 7OO Sevento€nth Sire€t, Donver. Colorado BO2O2. Telephone l9OS, 370-1212 Bfu\NCH OFFTCES AUmRArrir-L. CHERRYCREEK. CINOERELLACTTY. EASTDEWER . STAPI-EION AIRPORI ' LA'GSIOE ' GREELEY ' W€STLAND I{OATIIGLEN\ . SOUTHGLEIT\ ' OENVER TECH CEXTER ' ANVADA ' BEAn VALLEY ' !A JWTA ' PUEBLO ' LOVETAND ' GRAND JUNCTION ' PUEBLO i'A!L coLoRAJo soRrrtclDg'j.^..JTo.:..'i . AURoRe . colomod spnncs;cnaD:r . BoULDER . FoRTcoLLtNs . uNlvEBnY HILIS . LoirMoMr o WESTERN FEDERAL SAVINGS 7OO SeY€tde€nth st.ost Denver, Colorodo 80202 Telophone (3(E) 37Gl2l2 October 26, L984 IIr. Charles J. Nolan Pres i dent The Charles Nol-an ConrPanY of Colorado' InC. Project Manager, The Spectrum Group P.0. Box 1122 Avon, Colorado 81620 Dear Mr. Nolan: Perourtelephoneconversatlonofyesterday,encJ.osedpleasefindasketchofthe ffigti""a parl Townhoiu "t". vhich ieslgnates the ProPosed locatlon of three sub- surface dralns; those drains hsve ,rot b.ett installed to the satisfaction of the Towrr of val1 subJect to our mutual understandlng wlth resPect to the location of a rlp-raP system to dlvert the subsurface draln water' The sketch lndicates that such rip-rap rtil-l extend from the subsurface dral'ns westerly to the drainag. easement. Tt" p.opo"ud rip-rap w111 be lnstalled as soon as possible, ,""ttt"a pennltting' but, in any event' not later than July 31' 1985. KtndJ-y indicate your acknowledgernent of the proposed rip-rap system' DDN:lmw Enclosure The Spectrum Group acknowledges the proposed rip-rap to be lnstalled by Midland/ I{estern 1ederal Savlngs.at ils "*p.rr"" ln the locatlon as shown on the attached sket ch . lery trulY Yours'\\-e\ (s^r, Davld D. Nowlin Vice President Date: t\,EgTERN FEOERAL SA\,TNGS ANO LOAN ASSOCIATlON OF COLORADO HoME oFFlc E1 7oo SGv.nicanth strool, Donv6r, colorado ao2o2 ' TolGphono l3og) g7o'1212 8f,A'{CflOTFTESAUMR^UAIL'CXERFYCREEK'CNOENEU-ACTTY'EASTDENVEB'S'APTEICTTARPOff'TAXESIOE'GNEELEY'W€STUTiO 'OFT}GIINN. SO{'IHGI.ENTI ' D€NVENTECH C€NTEF ' ANVADA ' EEAR VATEY ' IAJWTA ' PI'EBLO ' LOVET'A''JD ' GMND JUNCTION ' PI'ESLO IiIALI' @r.oRADO SP'n|'n;*tlg,vN i&lri , auRo . €€LOFAF SPRtliGSCiiiSEi aou.EEn ' FCRTCCrITiS ' tj'ilr€P:C"', l:[r9 ''lof{c'r$}$ THE Bv: -j H 'E alt E :l I E E E E i. ; C- o ;;6C --ll g - G,D o c eo d c a & 20 Octo.ber 1983 Mr. Klm Douglas Calcon Constructors, I nc. 705 U. Dartmouth Avenue' ADEC Group, lnc. has completed the field observation phase work re- lated to the completlon of structural elements at the above refer- enced project. AD6C Group, Inc. had Initlally completed the struc- tural design phase and a portion of the constructlon phase under a separate contract wlth SunTech Builders. Some of the prevlously recormnended sorrections to the framing and/or foundatlon work Per- formed by SunTech had not been completed. Thls correctlon work has subsequently been performed by Calcon Constructors, Inc. Durlng the process of the work performed by Calcon, ADBC Group, lnc. has provided addftional design and lnspection servlces related to modlflcatlons and./or completlon of ltems prevlously noted. lt ls our opinlon that, based on our onslte observations as the Englneer, the necessary structural revlslons and/or completions have been per- formed in general conformance to the design Intent of the contract docunents. We bel leve the structural portion of the Project to be completed at thls tlme and no further fleld observatlons are antlci- pated. fonatd n. frickel .structuralengineer .11290 w. alameda .lakewood colo. 80226.303 '9861546 &8T 8BM3 .GAIC0N C0NsTRuCrrir Englewood, Colorado : Hlghland Park Condos Job No. 909.1 l0/20183 Letter i:;:l;"'eark cflos coples of atl previous inspectlon reports have been prevlously malled for your revlew and executlon of recommendat i on s. Addl tionEl coples of our flndlngs are avallable upon request. Please call if you have any questlons. h p 9110 .xl ld N. Frickel , I dent $f**^.-'.r,fu S#nry 8s€&3 ill ad &c g) D o c 'U ll August 1983 Mr. Klm Douglas Cal con Constructors, I nc. 705 West Dartrputh Avenue Engleuood, Colorado 801 l0 Re: Highland Condos Job No. 909. I Dear Kim: As you know, an on site Inspectlon was made on 8 August 1983 to observe the areas whlch we were lnformed had been corrected accordlng to our prevlous memo dated June 10, 1983. Uhlle at the slte, we discussed items wlth Dick Norrls as well as Todd, Jim and Howaid. Our observatlon was I lmited to areas above the crawlspace. Flnal lnspectlon of the crawl space inspectlons wlll be made at a later date. In general, we found the correctlons prevlously requlred to have been completed satlsfactorily, except for the followlng ltems: l. In unlts 4 and 8, we had recormended the prevlously speclfled rslmpsonr hanger be installed at the connection of the low roof beam to the beam framlng over the col umn at the stalrway- We ob- served a bracket constructed of 2 x 2 angles btith 3,/8t lag bolts Into the beams. Thls connection does not have the requlred capaclty and we, therefore, recommend the fol lowing correctlon: a. Replace the exlsting bracket wlth a new bracket constructed of 3 x 3 angles 'r'rith 2'318t'lag bolts lnto each beam, each leg. Vertlcal angles should extend to the top of the rnaln beam and a 3/g'x 3 x 6" plate welded across the top of the angle ex-. tendlng over the supportlng beamr or...... ronald n. frickel . structural engineer .11290 w. alameda . lakewood colo. 80226.303 .986 154( DGrnq,taeBTE !:,t o -^ 'I ll r. lllt Auc t6 le83 : ftl\ _ Page 2 b. o As an alternatlve to the above, lt wlll be structural ly accePt- able to place 2 ' 2 x 6 vertical members on the east face of the exlstlng glulam column. These !rtrianney'r menbers must bear tightly und6r-the exlsting bracket and/or to the bottom of the beam. 'The members must eitend from bottom of beam to the floor, and be connected to the exlsting column wlth 5 - l/2" dlameter x 6rrtong lag bolts. We believe thls method to be the easlest to i nstal I . , Z. The window I lntet ln unit 8 was exposed and found to be 3 - 2 x 12 in lleu of 3 - 2 x 14 specifled. All other unlts were found to have been constructed wlth a glulam beam or a double beam whlch we had prevlously recommended ln one of our orlglnal Job lnspectlon r"poitr. The beam ln unit 8 wlll need to be supplemented wlth a Z I iq No. I grade Douglas-Fir member, l4' long. -Thls-member should be nalled to ihe face of ttr" exlsting 3 - 2 x 12 lintel wlth l6d nalls at It top and bottom. Each end of thls member wlll extend appro^i*t"Iy i2" beyond the edge-of the window openlng' 4 ' ll2n Jtlrut"" x a' lag boits must be-placed through the 2 x 14 withln thls l2rtextenslon. Lags may go into the 2 x 12 0r Into studs as available. 3. In the type A unlts in building l, verlflcatlon of the connection between iitt ptat" and top of foundatlon wall lndicated th't lt will be necessary to add powder actuated drlve pins at approxlmate- ly 2r o.c. to supplement the bolts which are spaced between 5r-5t on center. All other I tems noted In our prevlous report related to upper level framlng were found to have been completed In general conformance to the deilgn requlronents. We dlscussed the above correctlons by tele- phone wllh ilr.'Dlck Norrls and he is preceeding so that drywall can be completed. Please call lf you have any questions. Very truly yours, P res i dent RNF./co GRoUP, lNC. Frickel , /,CALEON Ef cotfsrnucrons, nfc. August 10, 1983 Town of Vail Box 100 Va1I, CO 81657 Attention: Mr. Garv Murrain Reference: Highland Park, Filing #1, Tracts I & II Dear Gary, The purpose of this letter is to confirm the meeting of August 18, 1983 at 10:00 am. This meeting is to establish all requirements of the Town of Vail for the issuance of a Certificate of Occupancy, thus eliminating any last minute problems in obtai-ning the C.O.'s. It is our understanding that Steve Patterson will be on vacation through the end of the month, and therefore will not be able to attend this meeting. We stil1 anticipate requesting C.O.'s for buildings 1, 2 and 3 by August 31, I983. Please call if you have any questions. Sincerely, cc: Peter Jamar, Town of VaiI Peter Patten, Town of VaiI Bill Andrews, Town of Vai-l Dave Peel, Architect Dave Nowlin, Western Federal Savings Dick Norris, Calcon Constructors, Inc. Kim Douglas, Calcon Constructors, Inc. 705 W. Dartmouth Ave.Englewood, Colorado 80110 (303)762-1554 .J o . '8/18/83 HIGHLAND PARK PROJECT Calcon, Murrain, Andrews, Jamar, Patten, Dave Peel , Ken Long, Dick Duran Letter dated 8/17/83 fron Robert Thompson to Calcon re. study will be ready next week.- only 2 problem areas identified in study - below bldg #2 and in landslide area. l,li'llie: Edeeno complaining bout drainage again. Willie to'ld them that he'd talk to Calcon and it would be remedied. .- drainage problem - rip rap ditch along lower road Townhouse plat - tlillie wants to 'look at road again before accepting ' Landscaping - 95% ok - Jamar and Peel Townhouse Plat - before approval: -l'li'l 'l i e accepti ng road , etc. -review of Geo-Tec studY -revjew of final bu'ilding locations Prrvacv ',arrs - i:siliii.lfri''ili,::liili'H"t1"," """.,' Landscaping contract 'let in 2 weeks finished this year Duran - haven't received maps on distrjbution lines ' - 'lines put in before Calcon got invo'lved . Willie has some plans for H20 lineso but they might not be as-bui'lts Dick wants to do fireflow tests' but he's afraid of drainage prob'lems -need contact with water district on status -Calcon will help with testing - could use f'low to clean off road Calcon is concerned on'ly with lower road - upper road is Pomeroy's Jamar - P'taza Bldg deletion requires amendment to SDD that will go to PEC - geo-tech infor is key Blgs 1-8 done by Sat, rest by Sept 15. C.0.'s on bldgs l-4 first Dirt on inside of crawl spaces, yet to be done - Gary otherwise Calcon has accompf ished everything in last letter Dick D can rent hose section to Ca'lcon and theyneed UEVHSD meoer on hydrant to wash down. ..-. E+!J CALEON GoNSTRUCTORS, |]fC. July 28, 1983 Town of Vai l- Box 100 Vail, Golorado 81657 Attn: Mr. Steve Patterson Re: llighland Park, Filing /fl , Tracts I & II Dear Steve: The purpose of this Letter is to recap our progress to date, and to clarify versations and directions received regarding the above referenced project. Please note the following: (1) Re: Geotech Report: CTl/Thornpson is in the process of preparing the report to corply with the intent of Ordinance No. 29, We had originally expected to have the report by now, but will not have it untiL about Augus t 15, 1983. (Please note that we will conply with alL remedial requests and/or renovations as directed. ) (2) Re: Scope of rip-rap for existing drainage: The building department approved plans show rip-rap to control the outfaLl" from the cuLvert which feeds from area drains. A11 but tr{to of the drains have been installed, In'i th the rip-rap yet to be compLeted. It is our understanding that the scope of the rip-rap should extend far enough down the hil-l- to control erosion, with a plastic barrier placed beneath the rip-rap to further guard agairtst erosion. The two remaining area drains are to be installed at the main entry of Unit /11 and Unit /12. They are to be connected together with one culvert with its outfall in the south drainage ditch of Vermont Road' (Please note that the geotech report may modify this in some way, but rEe will proceed es stated unless we are told differently, ) (3) Re: Town of Vail Letter, dated September 29, 1982 to Joe Fannin - \copy aE,Eacnea i , As of this date, it is our understanding that each item has been 705 W. Dartmouth Ave. Englewood, Colorado 80110 (303)762{554 Town of Vail (Cont.)July 28, 1983 Page 2 compLied !,rith. Furthermore, we will meet Ehe requirements of the revised landscape plan in regards to planting of iterns as needed. As for the site plan showing changes in the drainage patterna, in addition to showing this we intend to comply with the geotech re- port as required. (4) Re: Clogged culvert inlet: The culvert inlet has been cl-eaned-out, and vater has been running through freely. We had to machine excavate (from Versront Road) as there had been a large a"aount of dirt aLong with all the garbage de- posited by Sun Tech which coLLected around the inLet. lle intend to place some rip-rap as a headwall as soon as the area dries up. At the present time, the hill is too vret to get a machine down there. (5) Re: Stockpiled dirt on Vermont Court: As of this date +98% has been removed. In addition, the area best as possible to reflect the condition as the dirt was placed there. (6) Re: End of Vermont Road and Cul-de-sac: It is our unders Eanding approved along with the that the deletion of the Tile approval of substituted paint we wi 11 clean up it was before Fascia has been co lor . We are going to move a portion of Vermortt Road and the cul-de-sac so ihat it is within the Approved 1981- Plat right-of-way. In addition, one area drain and a fire hydrant will have to be moved. As a result, the Final Plat for Tracts I & II wiLL have the same right-of*way as the 1981 PLat and there will be no need for a Replat on the road (or right-of-way). (7) Re: Plaza Building (or Recreation Buil.ding) deletion: Per Western Federal Savings letter of May 6, 1983, we intend to deLete the Plaza Building, !{e have removed the forms and debris and back- fiLled the area. We vill use a native seed cover to match the area around it. (8) Re: Tile Fascia deletion: (9) Re: Electrical lnspection: I,le have had the entire project inspected by two electrical engineering Tovrn of Vail (Cont. )July 28, 1983 Page 3 firms -- Automated Engineering Services, Inc. and Youder Engineering. Attached please find copy of A.E.S. report dated June 28, L983. tr'le are correcting the items as noted incl.uding installing the new service. Attached please find copy of CTl/Thonpson letter dated July 22' 1983, regarding the elinination of the privacy walls. Dave Peel has been hired by Western Federal Savings and is in the Process of talking with the proper people to eliminate the privacy waL1s. Eh.t rhis process ie couplete, and all parties of concern applove this el.imination, we will remove the present walls from the project' If at all possible, we would like a meeting August 19, 1983 wiCh all concerned palties to discuss any iteus we have not provided you in order to obtain the Certificate of Occupancy for all six permits' trle anticipate requeating for Certificate of 0ccupancy's for buildings l through 3 (units f - 6) by August 31, 1983, Feel free to contact this office if you have any questions, cotrulentsr etc, Sinperely,\ ttu(h /xi. n. Douglas Project Manager KRD/sk enc 1 cc: Peter Jamar - Town Planner Bi 11 Andrews - Engineering Western Federal Savings - Dave Nowlin Dave Peel Johnson, Kunkel & Assoc. - John llacKowan A.E,S, - Patric Wright Youder Engineering - Vern Dennison CTL/Thompson - Bob Thornpson Ross Electric - Alan LamboLev o box 1 O0 vail. colorado 81657 l3031 4765613 department of community devetopment September 29, l9gz - Joe Fannin ' 1470 S. l'ladsvrorth Lakewood, Colorado 80226 Dear Joe: To sunmarize our neeting this morning regarding phase I 9f Hi9!]:19 park, our stafr reqJJ;;; ;i;;; it,":toitonins iniormation be submitted:' if'!" -' l\.t l) An improvenent survey for buildings 1-4;. I (.. :. :i\ 4i 6;;mir.;i* pjgl_tor ttre entiie phase I. includins the-recreation ,\;' ,/ Ui,ilaing and -area. - This.plan shall rei'lect a'll revisions of bui'lding . locatiois-ana configuratibns and any changes made in the drainage patterns I f<] and grading \N \J \ ,3) A revised landscape plan showins anv.modifictl!91:.i!1t-1i11,:::d to a # ;t;;';;;-d-;;;;;[; in-nui i dine-and- drivewav locations. and p1 ant miteria]s that will-b" uiitized t6 substitute for trees which were J"iignitea to be saved ina nuu. been damaged or removed during 4) A 'letter from your structural engineer "9ljlyi19 that the foundations designed ror l"t"'Uriiai"St-nni.ft i,uu. relocated- ari adequate; and 5) A revised irnprovement survey for buildjngs 5 & 6 shor*ing roof heights l:L. and grade elevaiions around. the buildings Yt I have notified Chet Horton that he may proceed_with inspecti.ng building 6 for framing and that no other inspeciib;ts will .be ryrfo19!-9n a1'V bui)dings un-til the above informa^uion is rece'ived by our ottlce. I hope we ."n .ontinre to work c'losely with you on this project' constructi on; Town P'lanner PJ:df -4 iuroHArEDO - " t AES [*n,"r=*NG sERYrcEs rNc. Juoe 28, 1983 Ca1con 705 W. Dartmouth Englewood, Colorado 80110 Attn3 llr. Kla Douglas Subject: Highland (Our Job Park & Hlghland Meadows Subdivlsion No. 83037) ;IfRP (.1-' " -eotl-ylnucrnns Dear Kim: Pursuant to Your request to electrical lustallatlon on we did so on June 23' 1983' ln attenda-ce: make an obsenatlon of the the above refereaced ProJect 'wlth the fo llowing geot lenen !fr. KiE Douglas - Calcon tlr. Dlck Norris - Calcon Mr. Mark Ccndon - Ross Electric !1r. Patric A. Wright - A.E:S. Inc. Iollowing ls a list of our conrnents: l. It should be noted that the 1978 N.E'C' was ia effect at the time the building pernlt was applled for on this project, therefore, all cor"'nents rrt11 be addressed accordinglY. 2. A11 of the units have been dryvalled and some have been - trirme.tf out (1.e. devlce plates lnstalled) so lndlvldual brancd eircuit checks ltere rrot possible beyoud devlce boxes and Pauelboards. 3. After discusslng the detached garage wlrlag problem w-ltb Mark of Ross Electric, a solution was lqorked out by whlch a seParate braucb clrcuLt from the unit Panel lri11 be tnsta11ed uaderground fron the unit panel to,a Junctlon box ln the garage rt-lth No. 10 type rtUSEtr cable' 4. ALl devices aPPear to be properly gror:nded w"ith mechanically crimped connectors lnst alled. 5.TheGroundlaultluterruPterdevlceshadnotbeenlnstalled ' at thls tlme, however, Ilark assured us that the G'F'I' circuits would be comPlete and fr:nctl'onal 1n tl-De for final insPection. 13693 E. lliff, Suite 102. Aurora' Colorqdo 80014 ' (303) ?51-2700 Eighlaod Park & Highland Meadows Subdivlsioo Page Two 6. A11 unit smoke detectors were not installed at this tlne and 'lo uaits ltLth detectors lustalled flaable finishlng (1.e. staLning and varnishl'ng) ltaa ln Progress so functlonal testirg of detectors ltas no! feasl-ble' 8. The fixture outlet in the pantry of the trB" type unlts should be blankete<t off and the ssltch renoved ln that the flxture ls closer thal 18 to the top shelf. 9. Serylces for Uaits lA, 2A, 3' 38, 48, 5B'' 68 ,7B"nd 8B have been 1nstal1ed. Feeders fron the Deter atacks to the unlts are 3lO ahnlnuo wlth 1/0 alumLntrm Deutral type rUSErr (rated at 155 Impe). Ihdse feeders are adequate Lu all- cases based on lndlvldual unlt loads 'and voltage drop frou the meter to the paoel which ls rated at 200 Anps' Thetennl.natl.onsoftheunl.tfeedersatthemete!stackcl.rcuit breakers rePresent a flagrant code violatlon, very substandard lrorlmanshiP oD the Part of tbe Previous eLectrical contractor ' a.nd pose a Poteatial hazard. (The conductors have been t ri-'Fned to 5O7. of their iurrent carrylDg capacity to flt uBder the lugs of the circult breakers). Based on our calculations r the maLo circuit breakers in all neter stacks should be changed t'o 125 Anp s 2P and the alumintu feedere should be terminated rrlth coPPer Pigtatls using the Burody or Mac tyPe comPresslon flttlug and lnsulatlng sleeve ' 1OB, 11B, and 12B have aot been but shouLd be installed per ltem 9' 7. It is reconn'ended that on all Jucuzzl branch 10. Senices for Unlts 98' instalJeil at this tine paragraph 3. 1l . Drlven grou.od as well as a a G.F.I. clrcult breaker be installed cLrcults. rods should be installed at each meter stack' wat er pLpe grouod. 12. The feeders from the meter atack (3B" 48, 58) aad (68'.78' 88) t.o the tratrsfontrers are inadequate, based on calculatlons. Ihe load on a lhree r'nlt bullding ts 280 Anps whlchrequlresmiolnrm5ooMo.{alr.nlnrrmfeeders'fromthetra'osfotmer to the ueter stack. Our calculatloos show that on bulldLngs ifs, as, 58) and (68, 78, 88) the 5O0Mo'1 due to the dlstallce irrrrof.r.i (210 ft. Eax-) wiJ-!- give us vol-tage drop wlthin the requireneots (37") of the code. Eighland Park & Eighland Page Three 13. Sewices foi unlts 98' lnstall-ed at thls t lme Meadows Subdivision 108, 1lB, and but should be l2B have Dot been lnstalled per item 12. Thank you for incl-uding any further service or this proJect. If lre can be of have any questioDs ' Please do us ln if you ?AlJ: gh ,tf$#k\;kv'T' j Automated Englneerlng Seirices, Inc. fti 5-5 h CTL/THOMPSON, ]NC. CONSULTING GEOTECHNICAL,AND MATERIALS ENGINEERS July 22, 1983 ': Calcon Constructorsr' Inc. 705 l.lest Dartnouth Avenue Englewood, Colorado 80110 Attention: l.lr. Kim R, Douglas Project Manager Subject: Highland Park Vail, Co'lorado Job No. 9345 Gentlemen: At the request of Mr. Cal Cox, our firm has inspected conditions at a deve'lopment knorrm as Highland Park jn Vail, Co'l orado. The structures are located in an area of VaiI where slope fai'lures have occurred. The specific area of construction rras identified as a "High Rjsk Zone" in an investigation by our firn in 1973. Subsequent to our original study there have been many reports, investigations and analyses of the genera'l area. of High'land Park. At the present time, we are making analyses of the stability of the hj'l'lside which supports this project. As part of our curent analyses, plans for the project lere revier+ed.In addition, we have visited the site to observe the construction and soils exposed by various existing s'lopes. l.le plan to drj'l'l test borings at crjtical areas after we complete our prcliminary stability studies using values estimated from-the conditions exposed. Based on the data revjewed and the soils exposed in the s'lopes, it is our opin'ion that considerab'le strength'loss will occur in the event of saturation of the soils. Visua'l examination of the cutslopes indicates the soils are low plasticity clays or silts with rock fragments and sand lenses. This general class of materia'ls may be rnoisture sensitive depending on the re1 atjve density of the deposit. It is our opinion that good surface and subsurface drainage condjtions must be maintained to keep the slope from moving. Part of the present design calls for instal'latjon of numerous small r+a'lls to divide up the units visually. t^lhjle these walls may be attractive from an architectural viewpoint, the walls nay cause interruption of surface drainage and serve to co'llect or channe'lize flow. It appears that installatjon of the wa1'ls nay result in water l97l WEST l2TH AVENUE r DENVER, COLORADO AO2o4 . (3O3t 8,25o777 JUL 2 2 i983 GALcorl crlrts IRUCIORS )r -2- ' standing adjacent -to build-ings and-increase snow co'tlection and removal oroblems. If ir .,r" ii iii iossiute, .t-reionrnend el'imin-ating the small iratts ana making tn" iesign,in fft. uptitt side of the units as simple as oossible. rt i, irp"i""ii;; il ";;rJifive stope away from the structure is maintained .no [iui" tiut.i''it'ai;l.d into tt'ir storm drii nage as ouickly as possible."-i_t i-n-n.""i thut the p'lanned wa'lls will serve as t"aps ina could lead to long-term problems' t.|earecontinuingouranaly-sisofthe.projectande.xp.ecttocompletethe report about August 1. I-f l"e can clariiy our opinion on this matter' please ca1'l . Very trulY Yours' CTL/ThomPson' I RWT:jc (3 copies sent) trsH..B si*'"".'i?Liott =!' ."'."?,l$-r-tu:,=K k'iiiitils G)n o c ;u l d c a & f^ 0 June 1983 CALCgfi di,.,.5,''..."r,uniS, lrl)ril it rlltl ESi l'tElt0 T0: Klm R. Douglas Calcon Constructors, I nc. FROtl: Richard E. Baldwin AD6G Group, Inc. Re: Highland Park Condominiums-Phase I Job No. 909. I The jobslte was visited 8 June 1983 to observe work progress on required structural corrections to buildlng framing and foundatlon systems. Corr- .. ections, In general , where required were recommended ln our prevlous_ let--. ters and recsnnendat tons. Except for those items noted below, we believe ;-oih"r corrections have been completed satisfactorl ly. The following iterns are noted as being typical throughout Phase I of the project. !c!gi.!!gns must be verified and corrected as reg!#d-!Ell units. we have no areas there speclfic corrections must be completed. CRAWLSPACE AREAS l. lt has been noted that inadequate bearing conditions are provlded for beams and columns. All horlzontal raood shim materlal must be removed and replaced with steel shims and a non-shrink grout must be dry-packed' or a flowable non-shrink grout be poured to provide full bearing at all beams which bear on concrete walls or pllasters. 'onafd n. frickel . structural engineer .11290 w. alameda . lakewood colo. 80226.303 '986 1546 guffi 1s 1983 Page 2 2.Vertical 2x wood mernbers must be instal led a.al I colunn .load re- actions, the total cross sectional area of which must equal or exceed ihe sectional area of the column or column base Erea above. 3. A mlnimum of 4 - 2x6 vertlcal studs shall be provided at all beams bearing in stud walls. Block beam ends to Prevent posslble rotation. 4. All r,lood located nearer than Btto earth shall be treated vlood or r.lood of naturat reslstance to decay. Provide a 6rr minimum clearance to all mud sill plates. Wood which has become wet from external wa- ter penetrating ihrough the found6tlon walls should be also treated. 5. Wood colunns or posts which bear directly on concrete footlngs must be of treated wood or of foundatlon grade redwood or cedar' 6. Remove all vapor barrier and lnsulatlon as requlred to provide prop- er ventilatlon at atl beams or posts which are in contact wlth con- crete foundation wall's or footings. Crawlspace ventllatlon by mech- anical or other means ls. recommended. 7. All sill plates rnust be dry-packed with non-shrink grout along foun- dat.ion walls so as to provlde continuous bearlng. 8. Stacked stud columns in exterior and party walls must be continuous to foundation sills at all concentrated load reactions requiring 3 - 2x6 or more members. Equlvalent area vertical blocklng is reguired at all rin joist or sol fd blocked locations between floors (see note 2 above). SITE GMDING l. Positive surface drainage away from all building foundations ls crit- lcal and must be corrected. Excessive settlement of backfi I I ls noted et many locatlons and additional backfi I I material is required and must bi compacted upon recornmen da t ions of a qual ified soils engineer. Future landscaping and privacy walls must not tnhibit positlve surface dra i nage. Page 3 ATTACHED AiID ED GAMGES o DETACH It ls advlsed that permanent signs floor slab garage units allowing a of I lve load reserve capacitY and tlal overloading. This occurs in 2. Steel colunns o<posed to earth and with mastic coating or equal rust The followtng itans applf speclflcally to each unit indicated and requlre veriiicatlon and correctlon as required in addltion to the itens previously noted : rrNtT N0. I l. In the garage, verlfy that anchor bolts have beenlprovlded and that slll plites have been.grouted. Sill plates must be attached with 1121. dla x 7r concrete anchors, KI,flK bolt or equal at 48rr o.c- or powder drlven fasteners at 24t' o.c- C*i''ry 'be posted In all structural naximum of 100 lbs- per sf to precaution agalnst Poten- unlts 3 through 12 Inclusive. flpisture must be protected protect lon. UNlTsro; 2.- : l. Same as Unlt no. I UNIT.NO. 3 t. Crawl space Corrections to notched glulam beams have not been made although strap.plates were noted to be at the slte- See the attached Detai | -rrBrr dated l2=5-81. Correct lon . to the north-west .pad foot'ing -as; noted . i n attached:-=-.r. Detall ttCtr:dated.l2;6-81- has not-been perforrned. . 3. Daylight can be seen below the north wall grade beam. l'linimum --- frost depth must be provided by backfilling as required.- 4. The steel colunn ln the garage requlres lag bolts to the glulam beam above and expanslon anchors to the pad footlng. A. 2. UNIT NO. 4 A. Crawl space l. The southeast pad footlng is under cut at one corner aPProxlmatelY 6,r. Ue recolnmen d underpinnlng by hand excavat ing all loose mater- ial vertical ly down l2rt to l8t1 below the cut to an undisturbed |ev- el bearing area equal to 2 sf of area. Form and Pour new footing to within 2" of the existing footer- Dry-pack the 2rr vold with non-shrink grout after a 7 daY concrete set. 2. The Joist ledger on the party wall directly east of-the above re- fere-nced pad iootlng is not fully embedded and requires additional dry-packed grout for bearing for about 4t of length' B. Upper Level :ol. The column adJacent to the stalrs, a roof beam gtutam 5-ll8 x 12 t'' frames into the slde of. a glulam 5-1 18 x 13-1/2 be-an. Thls con- nection must be verified in unlts 4, 6, 8, l0 and ll. Thls con- nection should be the same as Instal led on unit l0 by Calcon. UNIT NO. 5 A. Detached garage ,fr l. The qlulam beam bearing at the south end only has a 31r deeP pocket '-' with approximately 3/4tt spalled at the bea.ring. Calculatlons in- dicate that a fuli 3,t of bearlng ls required. Thus, we recommend angle bearing seat be added. Provide an angle 5 x 3 x 5/16 x O'-9tl toig (l-t-v) ,ritt z '518" dia x 4rt drilled anchors at 5tto.c. Page 4 2. Thls minimum }rbearing must be verlfied at all detached garage unlts' UNIT NO. 5 l. See General Notation relating to typical bearing condltions. UNIT NO. 7 A. Detached garage .r/l . See notation for unit ne- 5, note A-2. I .$ .r' .l a Page 5 oo 2. The center column support in the crawl space rnust be lag bolted to the beam above. B. Crawl space l. Verlfy and correct all beam and column bearing condltions as requ I red. UNIT NO. 8 A. Detached garage -,f I. See unit no. 7 notat|on. B. Crawlspace ;Pl. See unit no. 7 notatlon. C. llaln Level Ili I ,,!t '.ij 4- il y'1.The wlndow header above the l2r opening exhlblts a vertlcal crack at the concehtrated load reaction from above. The Job Superlntendent was instructed to expose the structure at this locatlon for struc- tural verification. uNrT N0. 9 A. Garage crawl space l. The glulam beam bearlng at the north stud wal I has uneven bearing and should be corrected wlth solid steel shims or harduood pieces for the full bearing area. B. Crawl space l. Jolst bridglng ls requlred for long-span floor jolsts. /'? 2'The southwest pad footing pilaster beam bearing is broken dlagon- al fy and 2 - 2 x 6 treated wood members must be added to o(tend to the footing for bearlng, Page 6 C. l,lain Leve /" D. A. .r7'' p In the b,est party wall approximately 9t south of the north wall corner, additional 2 x 5s must be added to extend the post load from the roof above. Lower I evel l. Add studs and blocking between floors.along .the north wall at glulam I intel columns and also at the location noted above in the west party wall (note C-l). These must be con- tinuous to the foundation sill plates. uNtT N0. l0 Upper level The cantilever beam glulam 5-l/8 x 13'112 x 20r-Ot 6s noted on the structural drawlngs is only approximately l2r long. As such, the back span ls Inadequate. Calculations indlaate a potential uplift. A rsimpsonr t1ST27 plus T522 or equal is recommended at the south beam end. -Alsqi..provide a rSimpsonr l{ST37,straP at.the column base to floor Joists. Angle and wrap the strap Past the floor joists at the stalrs as required for full nalling. Regarding this same beam, the Contractor has structured a bear- ing wall below the north half of this bean whlch is supported on a doubled floor jolst. Under full live load conditions, this requires 5 - 2 x l0 floor jolsts. The new reaction to the win- dow header will result in a l5Z overstress in horizontal shear stress if the window header ls a 3 - 2 x 14 member as speclfled. A glulam 5-ll8 x 12 mernber may have been substituted which t'lould be adequate. @a. lt should be noted that lf the tie-down straps are installed as described in item I above, this new bearlng wal I ls not required and could be removed. Page 7 B.Lower I evel s Add studs to wal I framing below concentrated load reactions from above and vertical blocking between floors for 3 or more 2x mem- bers s tacked. J ? /'' c, t. Garage crawl space In a prevlous merno addressed to the Vail Building Department dated 12 April l!82, lt was noted that certain walls in Build- ings #5 and #6 were constructed to heights exceeding the deslgn criteria of the contract docunents. lt was reconmended that these walls be backfllled wlth a compacted structural fill. Thls was not performed, although approximately 4t of addlttonal back- fill was placed. We tha t I solls ineer test the conpac: tlon whl 2. The steel column requires leg bolts at the cap plate, and a ver- lflcatlon of anchor bol ts is reguired. 2x6 wall studs spaced at l2tt o.c. whlch are in excess of l6rr-4tt ln':length on east and west walls and In excess of t7t-8t on the north wal I rnust be doubled at every other stud. Studs exceeding 20t in Iength must be doubled at each stud. Replace blocklng as required. As an alternat lve, bracing as shown on attached Detail ttAtt may be substituted. Lowe r I evel Steel columns with adJustable caps must be fillet welded all around as has been previously recommended. Crawl space Floor bridglng must be installed. * $ ( f I / 6v 3. D. /' t' E. l. Page I UNIT NO. II A. Upper floor The roof beam glulam 5-l/8 x 12 which is designed to extend to the column by the stair ls not in place as designed, but ottends only to the side of the corridor. This in turn will distribute additional loadlng to the beam -below. The job Superlntendent indicated that a double glulam 5'l/8 x t has been installed rath- er than the single beam as was deslgned. A comPuter 'analys i s of this double beam Indlcates that lt is adequate under t.his loading. ize and continuity of these beams should be verified. B. Garage crawl space l. See notation for Unit no. l0-C' Grawl space Verify all beam and column'bearJng cond I'tions-prev lously-noted - - UNIT.1't0l l2 Crawl space The water l6vel has been to depths.of 5 to 5r as lndlcatd by narks on the wall. We believe that the soils engineer.should review this iondition to see,lf any damage to the supportlng sub-soils has been done. Garage crawl space -Backfi l l , see Unlt no- JO-C. Stud length and spacing, see Unlt no. l0=C. The north wall slll plate is not adequately fastened wlth anchor bolts. Expans ion anchors or powder driven fasteners should be in- stalled. See Unit no. I notation. *.f t' c. l. ,rft'((v B. t. 2. 3. Page 9 C. Upper levels l. Vertfy that all stacked wall studs at ooncentrated loads are oon- tlnuous to foundatlon sill plates. Gu-r-E&u+ ,.{ ld ,' try /,acALcoN aiIl corrsrnucrons, Ilfc.June 6, 1983 Town of VaiI Box 100 Vail, CO 81657 Attention: Mr. Peter Jamar, Town Planner Reference: Highland Park Filing #1 Dear Mr. .famar, The pUrpose of this letter is to recap our phone conversation of June 6, fgg3, regardine your letter to Joe Fannin dated September 29, L982 and the recent developments concerning it. Calcon received notice on June 2, 1983 that no further inspections would be.made on the project until we complied with a letter-. dated September 29, 1982 from the Town Planner. The letter. in queStion had been sent to ,foe Fannin requestj"ng various j-nformation requlred by the Town Planner. Prior to receiving this notj.ce, we were told about the requirements for the improvement survey, before we could obtain inspec- tions. The improvement survey(s) were submitted on May 19, 1983', and up to June 2, 1983, inspections had been made. you indicate that except for some minor details, you have no problems with these, and will know completely the scoPe of any corrections that may neecl to be addressed, by the end of the day. A letter of verification concerning the design of the foundations j.s required to be suppJ-ied to Steve Patterson be€ore any further inspec- tlons can be made. It is our intent to have this by Junb 7; 1983. Based on the fact that we will attempt to supply you with a revised site plan,/landscape plan per your desired scope within thirty (30) day.s, all further inspections can be obtained by Calcon Constructors, fnc. hle appreciate the expression of the Town's view that it is the intent of the town to see that the Highland Park project is completeil . you advised that the above referenced letter from you to Joe Fannin is the onJ.y letter that has conditions which have not been met. Please do not hesitate to contact us if the above is incorrect- Si.ncerely, A/",//, / Steve Patterson{ western Federal Savings & Loan Dick Norris -705 W; Dartmouth Ave: Englewood, Colorado 80110 Calhoun W. Cox, P16sident (303)762-1554 GENTLEMEN: WE ARE SENDING YOU E Drowings ,Fa"o, ollenerts CALCON CONSTRUhRS, INC., 705 West Dartmouth Avenue Englewood, Colorado 80110 BOS! 762-L554 lerteloi rronsmitto I ildrrP Under seporole cover "io W I V the following ilems, Plons E Somples O Specificotions Xmocrea D Prints D Chonge order tr D tr Lr.r+t tpppraq= THESE ARE TRANSMITTED os checked below: I For opprovol fr-rot your use F3s requested E Approved os submitled E Approved os noted E Returned for correclions D Resubmir-copies for opprovol O Submit-copies for distribution D Return-correcled Prints E For review ond comment D For bids due---_J9 REMARKS D Prints returned ofler loon lo us 'EPAr'A.1J It Gnclosu.ot orc nol ot noled, Lindll nolity u5 ot on(o. SIJN TECH BUILDB,S, INC. Ito lfrIom It l,[ay Concern: Re: Highland Park, FiU:ng No. L, T?acts I & II Eagle County, Colorado Sun Tectr Builders, Inc. hereby assigns aJ-J- right, title and interest in anil to the follcndrg descri-bed constmctj-on pennits issued by the Tbnrn of VaiI to lliestern Federal Savir:gs and Ioan Association of Colorado: Date of Penrdt I,ot No.Permit tlb. 07 /Ls/ar 07 /t5/8L 07 /L5/8L o7 /L5/8L 07 /L5/8L 07 /t5/81. 08/3t/82 JZ 38 39 40 4l 42 Rec BIdg o0752 00753 00754 00755 00755 00757 0113s !\rrther, Srn Tech auttrorizes the Tbryn of Vail to prowide to lbstern Federal Savings and Ioan Association copies of any and all docurents, plans, drawirgs t letters, etc. regardlrg ttre captioned propertl' suhnitted to tle Trown of Vail by Sun Tectr, its agents, ardritects or engireers. Sun Tech assigns its rights to suctr doqsrents to l{estern Federal Savilcrs ard Loan Association. Verlt truly ]'curst suN lEcH BUII,DERS, niE.i pnlsi€4 /;'b)l'. 4's-' 5- WESTERN FEDERAL SAVINGS 700 Ssvade€nth Strest Derwer, Colorodo 80202 Telephone (303) 37GI2l2 May 5, 1983 Dlr. Steve Patterson Buildiry Departrrent lbrm of Vai-1 Vail, CoLorado 8L657 Re: Highland Park, FiJ-irq No. 1, Tracts I & II Eagle @unQz, Oolorado Dear l4r. Patterson: Please be adwised ttrat trVestern Federal- Savings and Loan will obtajn a report as rEry be necessary to ccurply w'ith the intent of Ondinanae l{o. 29 (series of L982) and w:111 oorqlly w:ith tlre reacnrnsrdations, if any, of arch report. A ccpy of zudr a re;lort will be furnished to ttre fb,rm of Vail prior to the issrrance of the certificates of occr4ranq,z. President l4DS/at WEgTERN FEDERAL 9AVtNG9 ANO LOAN ASgOCIATION OF COLORADO HOME OFFfCE:7OO g€v€nteenth Street, Denver, Coloiado f'0202. Telephono (EOS, S7O-1212 BRANCH OFFTCES: AURORAi,IALL. CHEFFYCREEK. CINDEEU-ACI|.Y. EATTDENVEF. STAPLEION A!RP( tr . tAKHllDE. OFEELEY ' IIESTLAND NOFTHOI.€NN. SOUTHOTENN. DENVER TECH CENIER . ARVADA. BEARVAII€Y. LAJUNTA. PUEBI-O. LOVELAT{D. GMNDJUNCNON. PT,IEBLO MALL @LORADo 9PRING$Dc!/VNTOM{ . AIJROFA . COLOBADO SPHNA$CIIADEI . B(ruU)ER . FOFT COIIINS . UNTVEFI}'TY HIII.S . I.ONEUOIII WESTERN FEDERAL SAVINGS 700 S€vordeenth Saeel Denver, Colorodo 802O2 Telephone (303) 37G'1212 l4ay 5, 1983 Tbrrm of VaiI Vail, Colorado 8L657 Re: H:i-ghland Park, Filing M. 1, Tt acts I & II Eagle County, CoJ-orado Centlenen: Vibstern Federal Savjrgs ard Ioan Assaiation of Colorado hereby assigns all right, title ard interest in and to the follocirq onstruction pendts issred by tfie $olwt of Vail to Calcon ConstJ:uctors, Inc.: Date of Permit Iot tb.Permit No. 07 /t5/8L o7 /L5/81 a7 /L5/8L 07 /L5/81 07 /L5/8J. a7 /Ls/8t 08/3t/82 32 38 39 40 4L 42 Rec Bldg oo752 00753 00754 00755 00756 00757 01135 !L:rther, please accept thls letter as ]rour auttrorization to prrovide opies to Calcon Constructors, Inc. of any and all dooments, plans, drawirgs, letters or other matenial wtridr ray ha've been furnished to any departnent, ccrnnission or board of the Tcern regarclirg the captioned project. kesident MDS/at WESTERN FEDERAL AA\/ING9 ANO LOAN AS9OCIATION OF COLORADO HOME OFFTCE! 7OO Seventaonth glreet, Denver, Colorado AO2O2. Tel€Fhono aSOg') 370-1212 BRANOH OFFICEST AUFORAMALL. CHERRY CREEK . Cr{DEREtl-A CfrY . EAST OENVEB . STAPIETON AFPOFT . LA(EaDE ' OREETEY' WEIiTIAND iOTTTHGI..ENN. SOIJTHOIENN. DEIWER IECH CENTEN . ABVADA. BEAF VATTEY . LAJIJNTA. PUEBLO . LOVELAND . ORAND JUNCTION ' PUEBI.TO MALL COLOBAIp SPRING$DCIIVNTC'$,N ' AUROFA . COLORADo SPFINO$CTTADEL . BOUU'ER . FORTCOLLIMT . UNTVERTIITY HITS ' LONEMONT Iml;lsr 75 soulh trontage road vall, colorado 81657 (303) 476-7000 March 3, L983 Mr. Dave Now'lin Colorado Federal Denver, Colorado Dear Mr. Now'lin: Savings 8029L Unit #1 Lot 32 Unit #2 Lot 38 Unit #3 Lot 39 Unit #4 Lot 40 Unit #5 Lot 41 Unit #6 Lat 42 }le are hoping this is the Si ncerely, ' 0/ 'r,t I nov / tl /{,lrlac2_ u ,w Gary Mumain Building Inspector GM: df RE: Highland Park Project The status of the H'ighland Park project is as fol'l ows : Sheetrock Sheetrock Sheetrock Insu'l ation Frami ng Frami ng information you approved 7-9-82 approved 3-4-82 approved 2-4-82 approved 4-27-82 disapproved 7-22-82 disapproved 10-5-82 des i re. a a t, TO: FBOM: BTE: !rre OCIORAM TEDERAL SA\NNGS TO{D IOAI{ ASSOCIATICT{ MEI4ORANDUM David D. No,*in$ ile.J-.- October 29, 1982 Stts,JECT: Srn Sedr Buildelcs lltre constrr:cti-on site was visited today by Joe Fannin, 41- I'Fyer and. myself for pur- poses of securiJrg tlre p:operty in anticipa.tlon of a foreclosu:e action. Eactr build- jrrg was inspected witJr Ardy Pena. ITdt Refrigs:ator Dishwasher ,fenrAir Ice llalcer Hot Water I Gar. 4 5 6 @r. 6 7 Car. I 9-r2 Tlctal Disposal 0 1 I I B I 0 0 0 0 L2 0 t-.1 5 0 I 2 1 I 0 LZ 1 1 I 1 I 0 I 5 'l 1 0 L2 0 I I t 0 t_ 0 I 1 0 12 0 0 0 0 T2 0 0 0 0 0 0 1 1 l_ 0 I 0 4-l -0- r 0 12 4"i.. Note: l}rene ws:e no trash onpacbrs on site; hcr,'rever, the kitchen cabintry was designed b acconnpdate strch equigrcnt. It vras decided. to r€tlrn a :ental. bobcat to Bt4>ire Bobcat; Joe Fannin will caIL Brpire on lvlcnday, Novenber 1. Joe lrranted b vrait a week or Udo to decide r.rtrettter to return :rented for.rrdation forrrs stacJced near tlre Plaza Building si@ pending a resolution of ttre advance issue. In lieu of installing tfre rernainiag six garap dors (#3, 8, 9t L0' IL, 12) it was decided to place plfnacod over tfie openings. Ihe sr:b for tlre garage doors and o5:enos has a ontract price of $8,83I installed for all 12 gar:ages; none of rv?dch has been pald. In lieu of having the gn:eenhor:ses finished, it was decided b plyt^Dod tte open- ings. As a weat|er protective rreasure, Andy suggested iastalling tlre rona:ining five fireplace caps on r:nits 1, 2, 9, LO' LI' L2 (one cry wj-ll sen7p bottt wlits I & 2). , Ib: ELle 'October 29, L982 Page T\dc (o the fo[or{:ing sr:bs !t ere on sib and were j.nforred of the foreclosr:re: Azirnath Builders (Kt.rt Crcz) trim carpenters I{odges Painting Rcn Ast Plurbing and Heating Scm Wiggins - e><canzaLiag A11 nere b1d tJlat the fcreclosure lras ne€ssarry becawe IKS ard O{B had refu^sed, to sigrn tl]e Advanoe Agrerent; fi:rther, tlrey we]re illforred that if CFS obtained, Li-t-Le to tlre p:operty, :l'l gubs and sr.ppliers woqld be paid to date fur word< saLisf,acbrily oort4>leted. Per ,lice Fbnnirl, the carpeting a:riried in Enver on llbnday, October 25 and is beirrg feld at a dock for ttre decorating firm called "Sorething Vo1' Strncial". there is no oontraqt for a carpet hstall-er. Per Joe, there should be sufficient Lile on site fur 6 utits, sufficient facia Lile for 8 un-its sbred on site and six stean generabrc for ttre steam strovrers are irt bo:<es in garage Udt 6. 'lce said he riould caIL lGlton-Garten and info:m tlrem of tlre fc:reclosure action so ttrat p:osgncti've purchasos of adjacent l-and wouLd be fiilty jrrfoned. Andy boarded all mits ard garages exoept Bui-Ldjrg 5 (trdts 9 & 10); i(rd Brothe:s tns ttris buiJ-ding orrered with plasLic sheeting to acorrnrdate t}te exEerior strro r,pd<. llc finish tlre stucoo only 2-3 days rlork is neoessary. Andy said he would store a pipe cutter purctrased brcm loan prceeds at h-is trcrne. An{l said he lculd harie bn Ast drain a lile for tne hyd:co pulse lot trrater boiler in thit 4. lltrere was sone disctrssion of the heating situation in Building 1 (thits I & 2) . Andy and .Ice both felt it r+or:ld be irrFortant to fustall peunanent heat (hydro- puLse boiler) so tlrat tfie triro lod< and drpal-1 uould nct be adversely affected by tie o1d. Those tnits only had teuporarlz heat.. Per @m,ersation w'itfi Andy Fena on Saturday, October 30: l1re locks for tJae snall garage doors wlridr A1 t€yer delivered could nct be in- stalled because the l-atch was too long; Andy tlrought he crcu-Ld purclrase replace- rEnt parts in Vail. Andlz ontacted tlre Vail polioe departsIEnt late Flriday aftsrrcn regarding patrclilg t}te project, Andy said he personally loenr rnany of tfe patrolnen. Andy stated ttrat Sr-rr Ilech was payi-ng him $1r950/npnth plus rredical i.rrsurane and housj-ng. Andy said that AzfuEth Builders (trim carpenters) were working irl l.trit 1; ttrc q.rner, Klrt Goz, decided to continre r+orking since he had an available cre*,r and rmterlals were on site. DDN:cg I I t- HIGII,AND PARK rhir 9 (39 R)Novenber 18, 1982 - lnspection Garage: Strreo work erplete e)<oept for olorilg on f:srt of bulldinq tGed.s insulation 28 sheets 5/8" dq,eta-1l 4r x 12r sto:ed Urit: F"ared; w:indows irt Rough neclrarrlcal- done Ready for insul-aLion Particle bard floor in stxrc@ onplete el<cept br ooloring on fiont of building Gncerrts: F"amirrg i:rs;nction sfpuld be aut&crized. W LO-22-82 Sending receipt by City of EErirleerirrg, desigm and sunvey infonation rerluested by city pr tlrej.r letter of 9-29-82. Part of tlre issr:e inrolrrcs tlre location of the building; apparently it was staked witlput taking irrto onsider- ation tte relocation of tlle rcad. Id.rd B:otfiers (stercoo) renpved tenting lL-15 S:N"'J- HIGII,AND PAFK uait l0 (39 L)Ncvenber 18, 1982 - Inspection Garage: Strrc@ onplete o<cept for colorjrtg on front of bui-ldi.ng Needs insulation 28 sheets 5,/8" drlnuiall 4' x L2' sbred IXr-it: ftared Particle boari in Fady for irrsulaficn Strrcco oorplete e:<cept for olorjng on funt of buiJ-ding Rcugh rcchatrlcal dcne : See comrcnts for ttrrit 9 :re: frarning irrslnction Sterm rrcrk dore sine 10-15-82 inspection lvn:d Brcttre:s (strrc) gnled off job 11-15-82 il)N*- . ,L ilc,l for rd.orli the :l."rttk)n \o.. . ... .... COIOTAdO, ANd I^IESTERN FEDERAI, SAVINGS AND LOAN ASSOCIATION successor by merger to Colorado FederaL purchaser(s).,un3,%v.i$ffua8l"{'ktgf "t+pg6rt*%%. City or Torvn of Denver County of Denver and State of Colorado Whereas, Sun llech Builders, Inc. did, by Deed of Trust dated July 16,,t9 81 , and recorded in the office of the Clerk and Recorder of the County of Eagle on July 24 , tg 8tr , in Book 326 at Page 655 , (Film No. convey to the Public Trustee in Trust the propertv hereinqfter described to secure the payment of the indebtedness provided in said Deed of Trust; and Whereas, violation having been made in certain of the terms and covenants of said Deed of Trust as shown by the notice of election and demand for sale filed with the Public Trustee, a copy thereof being recorded in the office of said County Clerk and Recorder, the said property was advertised for sale at public auction at the place and in the manner provided by law and by said Deed of Trust and a copy of t}le notice of sale was in apt time mailed to the persons required by statute, and said pnoperty was in pursuance of said notice sold to Colorado THrs Dnno, N1a6s MARCH 25 i.lary E. Walker as the Public Trustee, of tll'e County of Lots 32, 38, 39, to the rec orded Colorad.o, TOGETHER WITH that and accrued' to the c ord j.ng of ITIGHIJ\ND , 19 83 , between l€9rs 254?.! 4 ;ao.^ 35 b - v Fed,eraL Savings and Loan Association of purchase thereof was made and recordedoE and said property not having been redeemed fmm said sale; for the sum hereinafter set forth and a certificate Now, Thereforg the Public Trustee pur:suant to the power and authorit)r vested in h er by taw and by the said Deed of Trust as such Public Trustee and in consideration of the surn of $ 313441030.66 to the Public Trustee paid by the said Purchaser(s), the receipt whereof is hereby acknowledged, conveys to tJ|e said Purchaser(s), & i.ts heirs, suocesson and assigns foreverss' all the right, title and interest which the Public Trustee acquired pursuant to said Deed of Trust in and to the following described prop- erty situate in the County of Eagle , Colorado, to wit: 40, 4L and 42, HIGHLAND MEADOVES. according plat thereorE , Co.rnty of Eagle, State of portion of Vennont Road which vas vac ateil Above-decribed lots by reason of the re- PARK FILIIl3 NiIMBER 1 on August 18, 198L, in Book 327 at Drawer H and Reception !tumber 224J5L in the records of the CLerk and. Rec order of Eagle County, Coloraclo. To Have and to Hold the same unto t}le said Purchaser(s) Executed the day and year first above r*'ritten. * its County of Eagle STATE OF COLORADO,}.,.. I \lillllng nddress for .. .-.. - Fur..:= c isK Notices Name 'PUBLTC TRUSTEE's DEED rne c Maillng Addres5 r,!01(5:*J€-- PAEE // - JOHI{IIETTE PII!Li.IPS EACLE C]Y. NFCOII.DER Hm ?5 S 1c lrt {' , r r ,Witnelihy 6inil and official seat. / 551 [:.-^:.:.,.-,-r w' .) -'' .- : - .ln countie; o}r.r; toor. and page numbers hrve bepr .rtrollshed...lf cerllficale has been ossrgncd inscrt ".lrd sitid cert,,rcate ol purch{sc wus lssigned !o (nam!trg ojslgneel '. lf sgle ts to n corporatron, sec fQ!"(h name of corlrrra!rorl and stilte of itlcotporation.corDoratron. sel lor(n nam ...chdnao for Jollt Tenancy. F HOEC^EL CO . DENVER. CO|O 26507 1.e WITNESSETH: , Colorado, , Reception No. 223018)'r . t-\- ,rG=cH BU'LDER' 1470 S. Wadsworth Blvd. Lakewood, CO 80226 (303) 98&1408 October 6, L982 MEMORANDUM OF UNDERSTANDING CONCERNING A CERTAIN WATER AND SEWER EASE}TENT LOCATED ON THE ADJOINING PROPER1TY LINE OF Tract 1, HighJ-and Park, Filing 1, Eagle Countyr Colorado and Lots 31 and 33, Hi-ghland Meadows, Filing I This will serve to confirm the verbal agreement between Sun Tech Builders, Inc. (Sun tech) and Upper Eagle Valley water and Sanitation District (water oist.). Sun Tech has requested and the Water Dist. has'agreed to the following: (1) Sun Tech Will prepare an "Amended Final Plat' Highland Park, Filing l-' that wiLl- show the existing water and sewer easement l-ocated on the west property 1-ine of Tract 1 being vacated. (see attached. sketch) (2) The Water Dist. will prepare a ne!'t easement agreement increasing the existing easement width on the east property line of Lots 3l and 33 from L6Q to 204. (see attached sketch) (3) At a ti-me set liy the vilater.Dist., but no later than November 5, L982, the above two documents wil-l be executed and recorded. SUN TECH BUIT,DERS, INC. UPPER EAGLE VALLEY WATER AND SANITATION DISTRICT B -- ,Ios6ph K. Fannin' lr I \\a a q' \a --t\ l{J a \) \J s l{, v) \9 a N v)\. X t{l \"J t=A- I ( \ \-{ \ t--s J -' \s. sl \1. 4)'i a q q, \J \ a ?q --t r\ nv'\ rw.\ F .\) \ t-..-\ h.,t o \!v t\J a\\\l $*$ u:q RNR FF$ H vqr i\\ *iR <(s u a q^ \t \.{t\\0 \ ")'--\ qlE (q c\ l\)<\ \\ a(AR rs qx i\(9\,in \\H"\xV \a( Fq ! G C: OBDINANCE #29 (Series of 1982) i - : { .. a AN EMERGENCY ORDINANCE AMENDING ORDINANCE . i.:-Ii,. ', NUTUBER 16, SERIES OF 1982, AppLyING Tm PRovISIoNs oI. SAID oRDINANCE To THE g16g1AND-.J.1t L= PARf, SUBDMSION, AND PROVIDING CERTAIN CONDI-_' ' ! ' TToNAL REQUTREMENTS WHrCE MUST BE MET BYI'-'.'"-.:: -l':i-:-:-'-' INDIVIDUALS I'IISHII{G TO CONSTRUCT A BUILDING OR STRUCTURE IN SAID SUBDIVI.SIONS. 1i:HEREAS, the Town of Vail retained Claycomb Engineering Assocj-ates, ,r:. to do a drainage and slope stability analysis of the Highland Neadows and Va11 Village West subdivision, and II'HEBEAS, Claycomb Engineering Associates, Inc. has completed said report and recommends. therein certain amendments to Ordinance #16, Series of 1982, and II'IIEBEAS, the Town Council has concluded that said amendments SHOULD be made for the benefit of the health, sa.fety and welfare of the inhabitants of the Town of Vail-; NOW, THXREFORE, BE IT ORDAINED By TIm TOWN COUNCIL OF TIIE TOWN oF vArL, coLoRADO, THAT:.: Section 1. Ordina"nce #16, Series of 1982, Section 1 is hereby amended to readasfollows:-._-._,, 1. A11. applications for building permits.for any_bui.ldings or structures_or for auy cuts and fi1ls for any 1ots locataa'i"---.... the Highland Meadows Fillng 1, Ilighland Meadows Filing 2, Aail Village Test Fifing 1, and Vail Village llest Filing 2,. and HIGELAND PARK subdivisions, sha11 be accompanied by an extremely detailed geotecbnical soils investigaat""i"H,ir$ SHALL BE PERFORMED DURING THE SPRING OF THE YEAR OR UNDER/FULLY SATURATED SOILS.CONDITION, uhich shall set fortb existing ground lrater conditions, deptb of beci rock, slope srability conditi-ons, and desigD pare!,meters for foundations and subsurface drainage requirercents. A11 foundation designs must withstand lateral foads as determined by said ge-otecbniial investigation, OR EA\rE THE ABILITY TO FLOAT I{ITE SUCH LATERAL LOADS- SUBDRAINS SHALL BE REQUIRED FOR ALt BUILDINGS OB STRUCTURES IN SAID SUBDIVISIONS AND NO CERTIFICATE OF OCCUPANCY SEALL BE ISSUED FOB A.I{Y SUCE BUILDING OR STRUCTURE UNLESS SUBDRAINS EAVE BEEN INSTALLED. t ---'- ' -. . ., .i-. , '; -2- ilC A11 such geotechnical. investigations must be done by a licensed r professi.onal- engineer, qualified in geological and. soiLs evaLuation and all sol] s2mples for such geotechnical investigations rrr.t-tU" obtained from an area which in the footprint of the proposed builiing or structure. A11 building permit applications sbalL be submitted with plans of the proposed structure or building containing a written certifi- cation by'the irtdividual who performed the required geotechnical survey that said plans are in accordance with his recommendations. Section 2. . Tbe Town Council specifically flnds and states that j-t is the opinion of the Tonn Council that an emergency exists ordinance is immediately necessary for the protectj.on health, safety and welfare and the provisions of this ordinance shall with the take fu11 force and effect upon adoption in accordance Charter of the Town of Vail as an emergency measure. Section 3. If any part, sect j-on, subsection, sentence, cl ause or phrase of this ordj-nance is for any reason beld to be invalid, such decision shall not affect the validity of the remaining portions of this ordinancq; and the Town Council hereby declares that it would have passed this ordiDaDce and eacb part, section, subsection, sentence, clause or pbrase thereof, regardless of the fact tbat any oDe or more parts, section, subsection, sentences, clauses or phrases be declared invalid. Section 4. rL.. The Town Council fj-nds, determines and declares that ordinance is necessary a.nd proper for the health, saf et5' of the Torrn of Vail and its inhzrbitants. and that this of the public this and wel f are C I -3- INTBODUCED, READ, PASSED AND ADOI'TED AS AN EMERGENCY MEASURE AND ORDERED PUBLISHED IN FVLL TNIS 7A DAYoF 4 * t '', 1982. z- ./J a- - l- U' E m _tl 5 io o o c z =o 'T| 6)tr oo=ofl.a=+ov=tao =C11 59= 13a 6-: r ;rd ;50-46i deB 4aq EdR F66 F-xd qP{ aE E 6EP do6' frs1 ed;lsd J,O olc_g l-"-btq ql 6 c!l-oo Fe ={5E e.! aB oo o I J^t ft It, o o =o o 6- o =o o {o 5 6 c o o o t o { o o o o o o .€ {. o {J o 6 o J o J o d c ) o o o o d I .o Ir l|., a C o = o o- o t o {o o o o o 3 -@ o o o c q 6' o l o. o o C o tTl o o-' a d o g o I o d o- -o = I l"]lc;ltr I o-o o I .c t$f | .-r lN 3 C)o St Eif etF 8l+ fit\tr N r I R\ h R I !n o 'Tt o 'tl E (I, =o l o z ffiffiffi T ^c #9 9ro il 5i BEg'Or .o' ;!eEi:E g :; -=E eF+ 2 :9jE i!-€5 10: xo5*-> ;i-E::'s-E€ i riS:q:; :tii;3F3 -- , | -_. I \ -'-r-..":i,:t - i .';;7J o o 3 3-. 2-o o x p. d o o o it 3 2 o o g o 3 ad o T o c 5U 28 July 1982 tNSPECTt 0N r{El{o T0: SunTech Bul lders FROl,l: Ron Fr i ckel ADEC Group, Inc. Re: Hlghland Park-Phase I Job No. 853.2 The fol lowlng items are noted: l. In the garage of Units 4 e 5, the short roof rafters framlng from the ridge beam down to the back wal I were o?lglnally constructed of 2 x 6 at 24" o.c.. These have been supplemented by 2 x l2s. No addltlonal bearlng at elther end need be provided lf 6 - l6d nalls are added connecting the 2 x 12 to the 2 x 6. This should be done In flrst 3t from the wall end. 2. The column footlng in the garage of Unlt #3 has not yet been cor-rected. lt wlll be satlsfactory to replace as originally recom- mended or, so long as the maxlmum span of the beam does not o<ceed l/2 of the total length, two footlngs ,can be placed either side of the existing column. Footing size should be 2r-6!' square x It thlck with 3 #4 each way at bottorn for the two footlng method. 3. The garage support columns ln Unlt 4 are slightly off center from the footings. The center column is off approximately l-1/2tt to 2rr; we do not feel that is a problem. The end column is off of the l2rl round concrete pier centerllne by approxlmately l-3/4,t. The column cap should be rotated 90o and the top can be moved approxlmately l'l to the west. lf the column ls then plumbed, we believe that the re- sulting eccentriclty will be satisfactory. ronafd n. frickel .structuralengineer .11290 w. alameda .lakewood colo. 80226.303 .9861546 :::;":,suira.r? 4. The columns under the Unlt #5 garage have a slmllar condltion. Center column ls approxlmately 2tt to the slde and the end col- umn off center ls approxlmately ll2 the column dlameter. lJe bel ieve a 1/\t' base plate 3rr x 611 should be extended on the north slde of the column wlth a l./lt't gusset welded to the plate and to the slde of the column. 5. At the south end of this beam, there is a sllght spall at the wall beartng. Thfs should be fllled in wlth a non-shrinking g rout , 6. Garage columns for Unit #6 In the lower level show the columns approximately l-l/2tt off the centerline of the l2tt round pll-asters. These eccentrlcltles do not cause overstresslng of the foundatlon as earller reported. Also, lt appears as though these columns could be roved approxlnately 3/4,, to the south on the beam. We recommend thls be done. 7. The garage supports under #7 have same condltion. The center colunn is off less than l/2 of the column dianeter. Under Unlt #8, the column In the center ls located approximately 3tt off the footing centerllne in both directtons. The column should be moved parallel to the beam to the footing centerline. This wlll be satisfactory. The 2 outside colunns next to the stalrway are off very close to the edge of the concrete pllasters below. We reconrnend a modlfied slab deslgr'r whlch wlll allow us to thicken the slab and reinforce so that the column loads can be carried back to the pler centerl lnes. Columns will have to be cut off and bear on top of the slab. Approxlmately lztt maxlmum depth from the top of the pler to the door sill is available. See attached detall. 8. 9. t.oo Bul lders Page 3 SunTech 10.Center eoncrete column support under the garage in Unit #9 is out of plumb to the north approxlmately 6r in 8 ft.. Thls column is 2Or x 2Ot. Footing ls adjacent to the bank cut. Trao potentlal solutlons are: (t) nlmove the exlstlng column and footlng and extend the excavatlon down approxlmaiely J to 4 ft. to a polnt level wlth a footing at the inslde garage wal I corner northea.st of the post. pour a new footing and use a large plpe column up to the glu-lam. Thls plpe column would have to be a 5rt diameter standard pipe. The second posslbillty is to design a beam that wlll span across in the east-west di-rection fron the outslde wall to the interior partitlon wlth a girder at.approxlmately Jrd polnts. Requlred beam rnpuld be 2 -C.L. 6-3/4 x 19-l/2 or 2 - Wl4 x 25. The easr end will be framed lnto a wal I so 6 x 8 posts can carry down at that polnt. One end of the west beam will also frame into the wall. The other end would frame Into the side of the concrete foundatlon wal I so a bracket must pick up this reaction. A j/9, plate saddle bracket with 6 - 3/41'd expansion bolts Into the concrete is requlred. The 3-2 x l0s dlrectly below the column whl.ch.supports the end of the WlO x 35 beam passes across the top of ttri'concrete pler with no grout. Thls must be completed. Unlt #10 has a slmllar condition with the garage column out of plunb. The outside unlt ln thls building has in lB,,high stud wal l -carrying the garage floor. lf a cross beam system is used,it will have to be supported on a column l8r high. Requlred columnslzels6xSpost. !l 9l!t #ll, the concrete pilaster is much shorrer; approxlmately l2-1/2t from the beam down to the pllaster. We need tb checn..Size of a column for this length is 3-l/2n diameter standard pipe or 5 x 8 post. Thls pllaster does not appear to be tilted and the backfill material is much drier. n. 12. 13. Pago t t5. SuoTcch Eul'Iders l&. ln untt #12,rthc top of he pier In the crarl spaco bclor' garagc.ms erposed and to be approxlmately l+, balcr bottoc of the befl.ircd colunn e ize ls 4ir dlfi*rr Beekflll was relatively dry. on the ncrth hr5 s-i eccs of 2 x 6trredrnod rrcr gulrod thc replacement of In Uolt tla,:the long wf lnstard'af: r. lA!. - ftn p at ths bottfii. Des,ign 5'll8 x 12. , ;.i' ,, 1 ,;:' ir*f ,. :.;,, ;r:i, l'., _ ..,{','.'; r, , . ',.: i -!i,. i,l'1'..ta:ri. i f: --.*- ' -r ,' ':' ; '.. .'., . -.. i . t.., r . ',..;. ,-..it'' r '' .,. . : t',1..','i, :'.t '.t " -. +'-.- i .-: 1:r -';':t1 i. i ! ,..: - tnl { r, *,. i': 1,, , t-.'*.' ;:- ,' ;:i'-;-. r. &';'-- ' . ,, r. :' r, 1, ,-i; .:, ! : .:..'. ::f i. , .. ',. 'r' ;. '''' " i'- '; - i J.':.{f :.i 9 ::j I o H Io !-o hE 5A r\t =s fi8 -{r Fi i5 6€!a dg B3 ctt >t fie o .tt !m ! 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N t N ^t^r O,C)P cf (t' (r, 66\d-< PERMIT NUMB F PROJECT DATE READY FOR LOCATION: JOB NAME tNs o PE CTION REQUEST - t n |UWN OF VA|L S,"tJ^- 3,'\[,'n CALLER WED THUR FRI #INSPECTION:(-+% BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr tr tr tr u tr n UNDERGROUND ROUGH / D.W.V. tr u tr tr E FRAMING ROUGH / WATER ROOF & SHEER PLYWOOD NAILING GAS PIPING INSULATION SHEETROCK POOL / H. TUB NAIL tr FINAL tr FINAL ELECTRIGAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT n./ tr SUPPLY AIR tr Tr^o. LA^d-* \Q^.*^ - tr F'NAL O APPROVED PROVED tr REINSPECTION REOUIRED CORRECTIONS: INSPECTOR \.a Yxxana lncorF dad Co|tttrldng Engtsr 7,156 Wod Fthh A!€nus Derws. Colorado 8026 303 A? 6050 FOrdcrt MichaotH Barred Donavon D. Nicksl Mdo S. K€tchum Davd E. A.lstrn Sp€aral congurtaol A. J. Rvan E. V€rnon Konk€l 0908-i967J (1923-1970) Arlallta Ptlndpal't F nclprl! DonI Pyle Donatd C- Vteb€r L€roy E. Toblsr John K. Briohl Charlss D. keyos Wlliam B. O Neal N6rrE Dunbar Roberl D Scarrcw Howard B. Bro\inrnq Jamss R. Davls - Maflin S. Oidlord Rogor H. Kanosg Roberl G. Hendorson Wdliam R. Hamlton Foger H. Smadae C.James E ickson Larry R. Srva.d David 0. Glilaspie Jamos g. Adkins Jrme 21, 1982 Mr. Joe Fannin Sua Tect BulLders 1470 South Wadsworth B1vd. Denver, CO 80226 Reference: Tennls Court and Retal.nlng WaJ.l Lot 32, Elghlaud Meadows /12 naced 5/t3/82 Dear Mr. FannLo: We have revl.ewed tbe teunls court sLabs, the turn donn at the edge ls not a footlng aud ehoul_d not be treated aa a footLng, lte Just there to help prevent tyater LnftttratLon uoder the slab. Werve reviewed the crib retaiolog walls on the basl.e the tiea are Douglas FLr-tarch anal tbe deadnan are at tea-feet on center, at every other row, and extead back Lnfo the slope ten-feet. We are lncJ.udl.ag a sketch sborrtng how the connectlona sha11 be detailed. If you have any gueatlona on thLe matter, pl.ease cal1. SLncerely, Odel1 K. Jo Assocl.ate OKt/rob 111 ft'rffi ##*':xir. " ,-" l"::.:-;:: r' ' r.'..'. ;.- i--. .-1 ' :tr.-:'.t _s.'- F,. q \ 'o FtN Ss {:F :\ tEorpord.d Conar llr}g Ent ncart 71156 J.0!l filt ArsnLF '9!n4t C.ohradr 802:6 3[r3 232 60sC Foqrib.r M,crt.lol ft Sarrnn 9onavon D Nlclul f,ldo 5 (c!,J.Um oa!'d€ Austrn ,1.l nvon E !h{'!ri }.rn!.' ( t30d.1q6?i fr9?3.!9,'t'. Prlnclpdt wll 'na ON€at l.lcJ F Du6ba. Oon I Pylc Botl.}rl O Scflrrow D.narclc Wobo' llt*nr,1tl.&ownrno t ofov E. Tobl.rr Jrn&ls F D.rv,s .j',hn K Br{r.J I'1..r!n3 (rltlktrl AaaoobL PtlnclFL C. James Endrson Lnr:yll Swetd O.1v.d O c'[asp|o Fc{6r H. Karlgss Fo6en 6. lt€nd€.3on Wrlliaft R. Hamiton R€or H. Sm€d€g June 21, 1982 llr. Joe FannLn Sun Tect Bullders 1470 South Wadsworth Blvd. Denver, CO 80226 Reference 3 Tennl. s Court and Retalnlng l{al1 tot 32, Iltghland Meadows #2 Dated Slt3/82 Dear Mr. Fannln: We have revlewed the tennis court sLabs, tbe turn down at the edge is not a footlng and should not be treated as a footing, Lt6 Just there to help prevent lrater lnflltratlon under the -slab. Werve revl.ewed the crlb retalnlng wall-s on the basls the tles are Douglas Flr-Larch and the deadnan are at ten-feet on center, at every olher row, and extend back lnto the slope cen-feet. lle are lncludlng a sketch showtng how the connections shall be detaLled . If you have Sincerely, any questlons on thls matter, please call. Lh. 111 Odell K. Jo Aseociate orJ/ub 'w ti ,X4:,r::.:ii.t A -r1!;;;6",-.r ).9p couX I " -J-='-l'4--O,,o i ?.r^rl^Jo-, t\ s \tr \ F fr'p t\ F \ = N\.."s\.N ro N \(\..$ * .\ \t\.0 q- I \.s \ \\ -$ i \ \.h\ a s \ q $-. 0 tt- I t' . qt i.& t -'. ENGINEEFS so|lttouNDAflotl tltGtiltEnlilo 96 SOUTH ZUM STnEET .i.n and associates, t.. CONSULTING DENVE& cotonADo 8ozr3 SOIL AiTD EEXJNITAIICN IN/ESTICJAII(N PrcFOSED C8\IE MII..LIo{ GATI€N 9w.ER EANK HICIIEND [lEADchiS SJBDI\IISICN VAIL, EAGLE @IJ\[TY, AIIRADO Eqnred For: hlright-ilclaugtrlin Ergireers 2420 Alcott Street Enver, Colorado 80211 Attn: le. Erank Barrett Job lb. 191165 Ecenber I8, l9?9 p3l7*7to5, olllctt: cololADO ttllNot colg3ADo / out{w@D SPllNoi, ootoRADo / cAs?tr, wyonrNo TABLE OE'@!|TENIs @{cuErols SOPE OF SIIJDY PROSED @ISTRIT:IICbI srIE o{Drftcr{s suBsunrace @lDr8roNs IqJNTDTICNI Rro{MBIBTIO{S IAIERAL EARIS PRESSIJRES EAFtrIt UPSK !,1rscEr,r3Nmus FIG. 1 - IffArIO\T OF EXPI,ORAIORT rcLES FIG. 2 - ryF OF E(PIIRATOTil( HOLES FIG. 3 - LEEbID END AI'IES EIC€. 4 and 5 - 9{ELITA'ISOLIIBtrIOI{ IESI RESULTS FIG. 6 - GRADA:IICI{ TEST REg'I.trS FIG. 7 - DIRECT $IEAR TILSI RESJLTS TABLE I - SI,fiAru OF' LADRA:TORI TESD REg't,TS I I. I 1 2 3 3 4 5 . @t{clrJ$Io{s Ihe Eropsed rater storage tank should be fqnded with spread footirgs or a mt fomdation placed on t}te naturat silty and sarrty clay soils as discussed wittrin tlre report. -3copn oF sf,rJDf lrhis reSnrt presents the results of a soit ard fq,rndation inriestigation for a protrnsed one nirlion garlon r€ter storage tank to be onstmctd for the vaiJ. village ttest l{ater ard sanitation Distriet in Hightand Meadorrs, Filirg *2, Vail, Eagle @untyl 6lorado. Ihe report presents the subsurface onditons arrl dissusses reqruended foundation t)EEs, arlor*able soil bearirg lxessures, ani ouler soir reLated design anl constnrction &tails. PROFqSED ool.SrRlrcrrol the 90 foot dia'eter storqe tarilc wi1l. be onstnrcted of @ncrete in tie hillside in a cr,rt anl over f,ashion. trre anticipated nraxinuu depth of the excavatiqr on the uphilr side of ttre tark wiLr be approxirmtery 40 feet. ftre use of tinlrer retainirg walls on tfie evinslcSn fill is also planned. SIIE OIDITICbI.S At the tinE of orr investigation, ttre site r€s \rErcant. A rera- tively level area approxinately 25 b!/ 45 f,eet in d!rension had been qlt into the hitlsrope prior to o.rr irvestigatiqr. ,irfre incrination of tlre natr.ral src6n adjaent to this cut is on the order of 20 d<3rrees. rhis -2- cut, slotrE was dry. r/egetation on the natural hirlolope consisted of a relatively dense gronttr of Fsfen trees. STJBSJRNACE @IIDIT'IO{S -- frp er'trloratory trcres rere qiu"d at ttre J.ocations sfsm on Fig. l. sinc€ the tirr= of dri'rfingr the prolnsed tank location has been shifted to ttte area stwr on Fig. l. rc anticilnte the s'bsurfase onditions at the new site shotrld be gereralry sirnirar to tlrose eno.rnt€L.ed in ttre trro e<proratory tnres dri.lred at the originar site approxi.mtely 80 feet to the rest. grg subsoi'rs encounterect i.n thce tr"o holes are \rery erratic and corrsist of abqrt 34 to npre than 4g feet of very stiff, sandy ani siler clay rrittr sqre clayey sand lenses, and erratic anpunts of gravel arrt cobbles overlying very dense clayey arrr silgr sand containirg a large arunt of gravel, obbles arn bor.rlders to the totar depttr inrrestigated, 50 feet. srell.-consolidation tests on selested samltes of tlre uplnr clay soils indicate they wirt settre loderately stren retted ani roaded as shorm on Figs. 4 and 5. Figure 6 presents a gradation anal-ysis of the sani and gravel particles for sizes gnaller than 1 V2 iacrres in the rorcr clayey and siter sand depcit. Direct shear t€st resurts obtained frqn a sanple of the clay frcrn llole L at depth L2 feet sfpued tiat that sanSle of elay deneroSnd a cotresion of 1400 psf and an argre of internal friction of 22 degrees at trEak strergth, (Fng. 7). lb f,ree mter rns enco.rntered in ttre exgloratory ]ples at tbe tirc of drilfirg -3- FOTJNHIIOI RE@IIMENDN(IIOIS ' It is feasible to fourd ttre mter tank on ttre rntural samy ard sitty clay soils utilizing spread lootings or a mat fourdation as discussed belor: (I) The tark rmy b fqlnded wittr spread footirgs placed on Lhe silty and sandfr clay designed for a naxirnr-m oil bearirg pressure of 5,000 psf. (2). ff desired, a rmt f,oundation qgsten roay also be utiJ-ized. Trle rnaxinurrn soiJ- bearing pEessure of the ust ehould not exceed 31000 psf across the entir:e stnrcture" tre rat or floor of the tank shou.td be dequately reinforced to distribate the lresures evenly. [.hder these pressures, total settlerrcnt of eitlrer tyln of fqndation systen should not orceed I indt and rnaxirnrm diJferen- tial settlerrent acrcs ttre tank slurtd be less ttran 3/4 inch. (3) An)' I@se, soft, or disturbed soiJ.s present in ttre bottcnn of ttre excavation slnrl-d be roved ard bacldilled wiUr a suitable granular soil caqncted to at least, 1.008 standard Eostor density or ttre footi"rgs e:rterded to lmr firrrer soils. . (4) ldeguate soiJ, co\rer shcxrld be placed above forrrdations for frost protection. T}ITERAL EASXU PRBSST]RES 'ilhe sides of ttre brried tank sbculd be designed to resist lateral earttr pressures. i$re active earth pressure for tiese soils stpuld be -4- based on an equivarent fluid rnight of z0 pcf,. sre badcfill stpuld be drained to avoid brildup of hldrostatic pressures. Arr underdrain stlq.rld be placed aranncl tlre bottsn of the tank. ltrris underdrain strurd consist of perforated drain pitrn in a gravel fiJ.led trench. Th orLlet --of the drain stnrld discharge berprui ttre liruits of tlre dorslcpe fiLL. .r A free draining grarrel bac*fiI zorp (at Least 2 feet vride) stnrrd be used irurediatery adjacent the tard. warls to aid uater seepage to ftor into tlre urderdrain. rtre upper 3 feet of baclcfirl strould consist of clay to orrer the gravel arri retard infiltration of surface rrater.' A 4-inch layer of ftee drainirq gravel should arso be provided beneath tie tank floor and stsrld cornect to ure underdrain gravel. ,/ lhe sarrc criteria stnrtd be used for the tirnber retainirr3 uralls in the fill &+nsrc5n of the tark. A tEssive eardh pressrre based on an equivarent reight of 350 pcf can be used for tlre buried portion of ttre retainirg e,alls. A coef,ficient of friction of .3 can be used in calorlating the resistance to slidirg. The badcfill. behini tlre tank ard the retainirg mlLs sfpr:rd not be ccnqncted to sudr a degree that a higher rateral pressure nay oeraelop. l€ reactuend ttre fill be cmlncted betreen 9og ard 95g starrlard wocEor -/ density. EARIH ICIRI( the pemanent cut a''i fitr sJ.c6ns at the tank site slpurd be stable if they are no steetrEr than 2:l (horiantal to vertical), prorided that thqa are dry. rf any Eeepage is obsened frq' the qrt t n3 ^0' .t' o o -5- slcpe, it nray be recessary to eittrer flatten tlre slcpe or prwide upslope subsurface interceptor drains or a ccnrbination of both. Ihe natural hillslop stnlld be striplnd of all vegetation arri bendred prior to $acoent of ttre fitl. Ste fill shor:ld be placed -'under ontrolled ontitions in lce lifts not erceedirg g inctres in thid<ness and shourd be cmpacted to at least 909, hrt not rpre than 95t starriard Proctor densit)r, rnar optirnnnr roisllEe content acordirg to ASI!,I f598 specifications. AlL urretained trEmanent slopes stpuld be provided witlr vegetation to reduce er.osion. E<cessive rrettirx3 or d41ing of the foundat.ion excavation stpuld be avoided drrirg constnrction. ltre finished grade shotrld develcp sropes arny frcm $re tark in arl directions to provide _. good surface rater nrnoff. Tenporary excavations into the natrrral soils stpuld be no steelEr ttran l:l unless stpred. rf ret spots or seepage of mter is observeol 4o"t durirg excavation, furtier excavation stpurd be halted until the slcpe is obsenred by an engireering geologist or geotectrrical engineer. Flattenirg or slorirg of ttre te!rycral1l excavation slcpes rny be reguired for safety purpses. Ercavation of the soil-s stpr.rld be feasible with heaqg duer excavatirq equiSrrent. Sore riS4rinJ nay be required. lllSCELIANU'S Ttris relnrt, has been preSnred in acordance rdUr gererally acceptel soil ard fcundation engireerirE practices in this arba for use by the client for design lurposes. l[re onc]usions ard remrendations -6- subrnitted in this report are based on the data obtained frqr ttrc exploratoEy holes drilled at the locations indicated on Fig. l. hle feeL that it is reasonable to as$rrc for design purlDses that the soils at tie tark site are relatinely sirnilar to tlpse encountered at the exploratory lnles approxinatcly 80 feet to the rest. lDle nature arrl extent of any variations betren ttre ex5loratory toles ard the tank site my rpt bese evident r.urtil excavation is 1=rfoned. lb recqnnend on-site obserirration of the excavation to onfir:rn tlre soil V'L' corditions and recqrmrdations nade in this reporu CHtf.l A{D ASSCIATES, U'lC. Reviered.€y wP^nt By .. t lt lt"'' 1 4u,','!' - / ,n cu' ' 6bl! t t€tt i(( ^h ' ^,l,tr/',,"' (*r (G"" 6{ ffi;:i*i*gux : 15559 :?.o- ,t3 'ioo -.*ryj .4liffrorYrt el."::s9 ffiiti'@ cus .f*,?at'dir o a \\ .'\\\ '\ \\'..\\\'tr, '\rr \..taa. '\., t'.... a .,, '\.. \ '\\ \\'\.'\ \\\ \ \.\\r'\\-\'\. \\\\'\.''',. t', \ \.. \ F t!LJ I z I F t! lrJ .llqle z 'EL-8298 18/ 12 30/12 WC-l5.9 DD-l I 3.9 LL-26 P l-7 -2AQ-73 50/12 WC-6. 5 DD-l14.4 LL-17 P l-l -200-25 5A/n t{C-5. I DD-l I8.7 +\-29 -200-19 #19,165 OF EXPLOMTORY HOLES Fis. 2 o 30/ 12 50112 WC.9. 3 DD-l 07.3 11.25 P l-8 -200-50 26112 26/12 \7/r0 WC-I9.5 DD-l07.0 LL-28 P l-9 -200-84 79/to F lr,lrJ u- I z 3 F ur l! I . LEGEND:)o Clay (CL), sllty,'sandy to very sandy, wlth gravel , cobbles and claystone- sandstone fragments, low plastlclty, very stlff, sllghtly molst, brown. Also some clayey sand lenses. .Sand (Stt-SC), clayiy to slIty'wlth gravel and cobbles and boulders, very dense. 1 Undlsturbed drlve sample. The symbol 50/12 lndlcates that 50 blows of a n 140-pound haruner falltng 30 inches were requlred to drive the sampler l- l2 Inches. | .tnatcat", p.".tl""l drlll rl9 refusal. NOTES: l. Test holes were drllled on November 8 ana li ,lgvgwith a l-inch drameter I contlnuous fllght power auger. 2. Elevatlons are approxlmate and refer to contours shown on Fig. l. 3. No free water was found at the time of drllling. 4. I'lC - Water Content (t); DD - Dry Denslty (pcf); -200 - Percent Passlng /200 Sleve; LL - Ltqutd f-tmtt (t); Pl - Plastlclty lndex (t); +4 - Percent larger than +4 screene. #tg,t65 LEGEND AND NOTES Fls, 3 chen and lnc. APPLIED PRESSURE - ksf SWELL.CONSOLI DATION TEST RESU LTS de I c o v!ul o L cl E'o (J 0 I -? 3 4 5 6 d.e 0 I c ;l tl o L CI E2 (J 3 4 5 6 7 4 aisociateso APPLIEO PRESSURE - Ksf Moisture Conlfnt " 15 .9 peroont OryUnltWelghtE 113,9 pct Sampleof: Sllty clay F,om: Hole I at depth l2t-Otl MofBlure conlent c 9.3 por@nt Dry Unit woighr = 107.3 El Sampte of: Very sandy c I ay ' From:Hole 2 at depth 7t f19,t65 Fig 6e0 I g 9l UI tl (, -- ct t2 tJ 3 4 5 rballlraa aaaaL -g.ir lr lrtaL f rY.rt aaatr. Moblure Conlonl g Oty Unlt Welght " Samplo ol: From: 90rognt pct APPLIED PRESSURE- kst SWELL.CONSOLIDATION TEST FESULTS Molsurc Oon. 19.5 porcenr Dry Unlr Wotg'ff. | 07.0 9c, sanrPloot: sl lghtly gravel ly clay From: Hole 2 at depth 371 APPLIED PBESSURE - ksf lrg,t65 Fig,- .l Jr"t and associates, incf o z g E F z l|,o t(u,c o z d- F z (, .E |rl E CLAY 'O SILT oa2 OIAMETER OF PARTICLE IN MILUMETERS sANo 52 x srr ano c'r.av * P,rslcrrY rNDEx sand wlth a large FeoM 611. I at depth 341 of gravel GRAvEL 29 % LIOUIO LIMIT sAr.rPLE oF si lty amoun t GRAVEL T LIOUIO UMTT SAMPLE OF 19r c' ' u.5. JratIJa 'lO0 'tO .'40'30 SAND f SILT Ar,D C!-AY t euslctwtNDEx FAOM GRAOATION TEST RESULTS XH. ? HR.rflN.ls MtN. dl MtN, ,t9 UtN. a MtN. I MtN. DIAMETEB OF PAATICLE IN MILLIMETEFS f 19,165 Fig TEST NUI,|BER .l 2 3 4 tocATt0N ,. , Hol lat l2l HE IGHT. I NCH 0. 50 0.50 0. 50 D IAI{ETER- I NCH -qt .ct .sq WATER CONTENT . T | 5.9 | 4.3 18.0 DRY DENSITY - pcf 13.9 I 5.0 08.8 CONsOt. LOAD - ksf NORfiAL LOAD - ksf 3.00 6.00 g-00 SHEAR STRESS - Ksf 2.6\5.04 5.8 | .l llnEN AND AssoctArESO Consulting Soil ond Foundotion Engineers Undlsturbed Cal lfornla Flne sandy/sllty clay LL-262 Pl-7?' -200-73'4 Satr.rated. consol ldated. dralned ,J I I,|I/nL ar? t/l' L o o E ll 2 TYPE OF SPECII{EN SOIL DESCRIPTION TYPE OF TEST .l .2 Normal Strcss - Horlzontal Dl spl acemcnt (lnchcs x l0-2) 27.0o COHESI0N - ksf r.4 .l .51 .0 TAN ' 0 |,|J I o gt o g tn o o E vl 9 ksf I 2 /t J f il ,l I I I I _I t, _il / n I #tg,t65 DIRECT SHEAR TEST RESULTS FIg.7 o ul c o q, .! tJ vl ( T'c ao .a vl ) !c,o t! o o (J o u .o c o g| 0) |u u a) g a:, (l F€O ==o lrJ-Nlr a) tn G a/l .ar rrl(O-o-rj-2./ a f!o o trl @ vt F J =v,lrl d e lr.l :E v, F IJ r!c, 6 rsl ) N =Oa v, ll UJ CL E \-' Q C' o o € sgFt u,E =J (,E lrJ ,o E t!F F rr F -ta ;EF j=-@ ('r 3F ==8 =J o N ljr a\l <,a\l E 4r>rF^<arlt 5fiE Eo z. C'\.:r .:r 6 arl o o o J lrl <oa e)a iEd <o zI C-r rn n rO 1 or rn or Eg o N o N N o .if ..t o o t lrl o -N .l rtl : 6'r *o F J t o IT E F Ffr iF Ti ;,o ta IJF ":;-- f /Fl 7'.fJ 3i EIL oo tr, { f o soll I rouilDAT]oll E}IGIlIE:RING '6 SOUTH ZUNI SIREEI .lin and associates, fic. CONSULTING ENGINEEFIS DEN\|ER" COTORADO 80:123 SOIL AI{D EPUNIIATICI.I IT{/ESf,I(ATI(N PROPOSM O{E IIIILLIOT{ GAIIIN VAIER TAIiIK HIGIIAND I.IEADCWS S-T'BDIVTSION VAIIJ, EELE @U\IIY, QIIRADO so3/7*7ros keSnred For: Ylr ight-+lclaughl in }}qireers 2420 Alcott, Street Enver, Colorado 80211 Attn: I't. ffal|l( Barrett r7ob Ib. 191165 Ecernber 18, 1979 Oltlcltr COLOIADO 3f&N95, COIOTADO / OUNWOOD 5?INOt CglglADO / C IPII' WlOfllNO TABLE OE'OIIENIE @lcl,usrols S@PE OF SIIJDY PROFOSM G.ISIRItrTICX{ SITE @.IDITIOiIS ST,JBSTIRFACE @{DfftOIS FIXJI.IDATIO{ RMIME\IBTICI{S IAIERAL EARITI PRESST]RES EAFfII ISRK I.IISCELLANDt]S FIG. ]. - ICAtr:tOT{ OF E(PI'RAITORT }DLES FrG. 2 - ryF OF E(PInRArrORr HOr.,,&s EIG. 3 - LEEDID AIID TOTES EIGS. 4 and 5 - 9gELIr@ISOLIE[XfCI{ TEStr RE$JIIIS F'IG. 5 - @ADATICI{ TEST RES'UTS ETG. 7 . DIRECT SHEAR TEST RES'I,TS TABLE 1 - SITIMART OF IAFRAITOFY TEST RE8,LTS I I- I I 2 5 3 4 5 @llcLuslct{s I'lre prolreed r*ater storage tank should be fqnded with spread footirgs or a rat fowrdation placed on tJre natural silty and sarriy clay soils as discussed within tbe retrprt. '3copn oF snrDY lhis regnrt presents ttre results of a soil ard foundation . intrestigation for a Sropsed one nillion gallon r€ter storage tank to be onstncted for ttre Vail Village trbst Water ard S:anitation District in Higbland l€adqds, Fitirg *2, Vail, E€le Countl', 6lorado. Ihe report Presents ttre subsurface conditons .arrl discusses requrerded for:ndation t)rtrEs, allonable soil bearing trressur€s, and other siril reLated design and constnrction details, PROFOSED @NISTRT'CrIC$I Ihe 90 f,oot dialeter storage tank witl- be enst4rcted of, @ncrete in the hillside in a crrt and over fashion. iDre anticipated naxinuru depttr of the excavatiqr on tlre uphill side of ttre tark wiJ.l be appr.oxirnately 40 feet. Ttre use of tinber retaining natls on the downslcpe fiLl is also p1anrnd. SIIE Q{DITICIIS At the tine of our inrestigation, the site Has vacant. A rela- tively level area approxinately 25 bfr 45 feet in dirrension had been cut into the hiIIsIcSn prrior to orr irvestigation. The inclirntion of tlp natrral slqe ailjacent to this cut i^s on tlre order of 20 degreeis. Ihis . -2- cut slope was dry. VecJetation on the natural hitlslqp consistsl of a relatively dense gro*th of aspen trees. SIJBSJRFACE @NDIIICT\F f,\lo exploratory tples rcre qiffed at ttre locations sfpcn on Fig. 1. Sinee the tfur of drillirg' the pro;nsed tank location has been shifted to ttre area stsfir on Fig, l. .vf,e anticipate the subsurfae orutitions at the new site strouldl be generally similar to those en@untel.ed in the tro enploratory toles dritled at the original site approxirrBtely 80 feet to ttre rest. ltre.strbsoils enco{:nterect in thee trc holes are rrery erratic and consist of abqrt 34 to rpre'than 48 feet of ,uery stiff, sandy and silQr clay wittr scne clayey sand lenses, and erratic arounts of grarrel ard oobbfes olerlyirg very dense clayey am silty sand containirg a large arcunt of gna\rel, obbles arn boulders to the total depth inrrestigated, 50 feet. Srell-onsolidation tests on selected satrg>Ies of tlre uplnr clay soils indicate they nilJ.. settle noderately wtren.retted and Loaded as shsdn on Figs. 4 and 5. Figure 6 presents a gradation analysis of ttle sanil arrl grarrel particles for sizes snall,er than I V2 inclres in the lorer clayey and silQr sand depeit. Direct shear test results obtained frqn a sanple of the clay fron llcLe L at <lepth 12 feet stsed tft,at t}tat sample of clay developed a cohesion of 1400 psf ant an argle of internal friction of 27 degrees at pealc strcrgth, (Fig. 7). llc f,rree rnter r€s encanntcred in tlre extrfloratoqf tples at ttre tirne of drillirg -3- IOIJNII\TIOI REO'1MB{DF(nIOL9 ' ft is feasibLe to fourd ttre mter tark on the natural saruy ard silty clay soils utilizing spread fotings or a nBt founlation as discussed below: (f) The tar& ray be founded rittr spread footirgs placed on the sjlty ard sandy clay desigrned for a rnaxlmr.un oiJ. bearirg Pressure of 51000 psf. (2). ff desired' a rmt foundation syststr rmy also be utiJ.ized. the mxinnm soiJ. bearing pressurle of t}re rmt should not e:<ceed 3'000 psf acrossi the entine stnrcture. i$le IBt or floor of the tark should be deqr.rately reinforced to distribte tlre prdbsures evenly. ttrrder these pE€seuEeel tot^l setFlerent of either type of foundation systelo shoqld nof erceed f inch and na:rimum differerp tial settLenent acrcs the tark slsrld be less than 3/4 inch. (3) Arry l@se, soft, or disturbecl soils present in ttre bottoo of the excavation should be respved ard bacldilled witb a suitable granr,rlar soil coqncted to at least l00t standard koctor density or the footirgs e)rterded to lq€r firrer soils. . (4) ldeqrrate soil over should be placed above for.urdations for frost protection. IATERAL EAruH PRESSURES Ttre sides of ttre h.rried tarrk stpuld be designed to resist lat€ral earth pressrrres. The active earth pressure for tbese soiLs slptrld be based on an etruivalent fluid rcight of 70 pcf,. Dre baddill stntld be drained to avoid buildnp of hldrctatic pressures. An urderdrain shofd be plaoed ara.rnd the bottsrr of the tanlc. 1frris underdrain stpuld consist of perforated drain pipe in a gravel fitled trench. iXhe qrLlet --of tlrc drain strculd discfnnge befont tlrc timits of tfie downslqn fiIL. ./ A free draining gravel bacJ<fiX zorn (at least 2 feet wide) stnrld be used iercdiately adjacent tlte tank mLLs to aid $ater seepage to flon ,/ into ttre underdrain. Sre upper 3 feet of badcfill shqrld consist of cJ.ay to over the gravel arrt retard infiltration of sr.rfac€ uater. " A 4-indr layer of free drainirg gravel shot+d also be provided beneath the tartk floor ard slpuld €nnect to Ute underdrain gravel., ./., 1[he sane criteria stpu].d b" *{ for t}te tirber retainirg ra.lls in the fill 0ownsfcee of ttre tank. A passive eardh pressure based :n * equivalent reight of 350 pcf can be used for tlre buried portion of the retainirg ralls. a coefficient of friction of, .3 can be used in calculatirg ttre zesistance to sl,idirg. The bad<fitl behind ttre tank ard tfie retainrrg m1ls strcr.rLd not be ccrqlacted to such a degree ttrat a higher Lateral pressure ray oevelop t€ rcccnuenl the fill be onSncted bebreen 90t artd 959 stardard Prcr,tor ,/ densiQz. EASET VI]RI( fhe permanent qrt ard f,ill slqns at the tank site slptrld be stable if, they arle no steel-r than 2:I (horianta.l. to vertical), provided that ttrqg ane drlz. If anlz Eeetrye is obenred frqn tlre cut I il t: F i. I ' i' n' t' . -5- sfop6, it ray be necessary to either flatten ttre s1c6n or Prs/ide upslope subsurface interceptor drains or a ccrdoination of both' The naturaL hillsLofn slpuld be striptrEd of aLl rregetat-ion ard benctred Srior to pLacerent of ttre fiJ'I. tlhe fill should be placed -'urder ontrolled @nditsions in loee lifts rDt exceedirg 8 indtes in ttridgress and should be coryncted to at Least 90tr hrt rpt ltore tian 95t standard Proctor densiQr, rpar OPtinlun rpistlre content acordirxS to ASIM f698 specifications. AIJ- unretaired PeEnarpnt slotrns slsrld be p'rovided with vegetation to reduse erosion. E<cessirn rrettirg or. drYirg of the fqmOation excavation slpuld be avoided drrirg constnrction. llhe fin5.shed grade should develcp slo;ns away frcn ttre tark in aII direetions to grovide ,r, god surface rater nrnof,f. Tslporary excavations into the nabrral soils stnrld be no stseelEr ttran 1:1 unless shored. If, rret sFots or seepage of rater is oEsenred 4ant during excavation, furttrer encavation stpuld be haLted until Ute slg)e is obsenred by an engineerirg geologist or geotecttnical engireer. Flattenirg or sborirg of the tsnporaly e:<cavation slcpes lrtsy be required for safeQ' purlDses. Dtcavatiqt of ttre soiLs slpuld be feasible with hea4ir duQz excavatirg equi;rrent. Sqte rippirg nay be required. ' }USCEIJTANECIJS is report tras been Prepalred in acordance with gererally accepted sotl and f,cundation ergirnerirg practices in tlis arba for use (.' by ttre client for design trxrfpees. |Fre ondusions ard reqnnerdations -6- srJbrnitted in tiis report ane based on ttre data obtained frqn ttle e:qtloratotl' tples drilld at tlte locations indicated on Fig' l' hb feel tlrat its is rreasonable to assurp 6or design purposes ttrat the soils at ttre tank site are relatiraely sir1ilar to Use encountered at ttre erQloratoE:f tnles aSryxoxirmteJ.y 80 feet to the rtst. f,tre nature arrl exgent of any variations betrcn the e:q>loratory tnles ant the tank site nay not beqe evident until orcavatio.n iE lxrfoned. l€ reccrmend on-site obsenration of ttre exsa\ration to confirrn ttre soll corvlitions ard reomendations rnade in ttris report. CHEN AID ASSCTATES, rln. l(IP4.mt f'"O VN, By 4 1 4u"'5 a'! ' ab(tdl 'n CU'' & *'^|ur^' fi*I co""6{ #ii{iis rj l5sse ':: fu-$ : '.-! a ] l--!! lr.l la I z o F UJ lr, .EL o -8288 ,.ngt t 3 ' EL-8298 t8l t2 30/ t2 WC-t5.9 DD-l I 3.9 LL-26 P l-7 -200-73 50/12 WC-6.5 DD-l I4.4 LL-17 P l-l -2OO-25 50/ 12 WC-5. I DD-l18.7 +\-29 -200- | 9 i1g,165 OF EXBLORATORY HOLES Fl g. 30/12 50/ 12 LIC-9. 3 DD-107.3 LL-25 P l-8 -200-50 26/12 26/ 12 \7/10 WC-I9.5 DD-l07.0 LL-28 P l-9 -200-84 79/to lr, 'ur lr- I z o F t! t! 20 25" . LEGEND:o Clay (CL), sllty,' sandy to-very sandy, wlth gravel'.cobbles and claystone- ""niri"nl' f r"grintrl"il"-pt "iti" l ty,' very stl ff , s l l ghtl v mol s t' brown' Also some claYeY sand lenses .Sand (S6-SC), clayiy to sllty'wtth gravel and cobbles and boulders, very dense. r Undlsturbed drlve samPle. The symbol .50112 Indlcates that 50 blows of a fi' t4O-pound hammer falllng 30 Inches.were required to drive the sampler ]. 12 Inches. | .tnatc"tes prectical drlll rtg refusal' NOTES: l. Test holes were drllled on November I snd ll,l9V9 wlth a 4-lnch dlameter contlnuous fllght power auger 2. Elevatlons are approxlmate end refef to contours s hown on Fl9. l. 3. No free water w€s found at the time of drllllng. 4. wC - Water Content (t); DD - Dry Denslty (pcf); -200 - Percent Passlng f200 Sleve; LL - Llquld tlml t (t); Pl - Plastlsity lndex (t); +4 - Percent larger than +4 screene. 'i Flg. 3 ft g, 165 LEGEND AND NOTES chen and aSsociates, inc. APPLIED PRESSURE - K8' Moisturo CUnt " 15.9 petcenl Dry Unlr Welght . I | 3.9 Pcf Sampleof: Silty elay From: Hole I at, dePth l2r-0rl 69 I c o o l,l o C\E'o-.IJ ii9 0 I c :r r^' 1A q, CL E2 L) 3 4 5 6 7 (,I tt:{j t{i$ 'i:fi ti i,: Molsturo content o 9.3 potcent D.y Unft Welght " 1O7.3 pot sampte of: Very sandy c I ay From:Hole 2 at depth 7!a , ,(:i Addtt ona c rl s unde r const wett i rnt 19. ,re s |.l ta to \t ) \ \ \ APPLIED PRESSURE - kst l19,t65 SWELL.CONSOLIDATION TEST RESULTS Flg (' t 690 a c 3l l, -- E2 C' ,3 It 5 SWELL.CONSOLIDATION TEST RESULTS If,Ifftrl.' 'l?:3 xi*" sotnploot sl tghtly gravelly clay rrorn Hole 2 at depth 37 I APPLIED PRESSURE - Ksf MobEro Cdllont . Dry UnltWelght. Sample oli F om: poncant pct APPLIED PRESSURE- ksf lrg,t65 Fig.- ,llli r! ffi^i. oo MrN. re t rN.. rrtN. o z 1 a E 6 n oRAvEL 29 % sAND 52 x s[T ANo clly ll qt, LrourD LtM[ * ,,r"r,crY |NDE ( * SAMPLEoF sllty sand wlth a large FRoM gt1" I at depth 34' anPunt of gravel .ro .!o..o3o "e '1Qo CLAY YO 81L' CIAY TO SILT OFAVEL T LIOUIO LIMIT SAI,|PLE OF OIAMETEF OF PARTICLE IN MILLIMETEN9 ,92 OTAMETER OF PAFTICLE IN MIILIMETEES SANO T SILT ANO CI4Y fr nlsncrv tNoEx FROM GMDATION TEST RESULTS #19,165 Flg TEST NUI{IER 'l 2 3 4 LOCATION Hol lat l2l HE IGHT. INCH 0.50 0. 50 0.50 D I N,IETE R. I NCH . ctr .e||.e4 WATER CONTENT . T | 5.9 | 4.3 18.0 DRY DENSITY - pcf I 3.9 | 5.0 08.8 CONSOL. LOAD - ksf NOR{AL LOAD - ksf 3.00 6.00 q-oo SHEAR STRESS - ksf 2.6\5.04 5.8r .,.d I ;:, il :, i::,::,:11"3n,,, t' la- al I I cl o o vl' L o c,E tt TYPE OF SPECIT4EN SOIL DESCRIPTION TYPE OF TEST Undlsturbed Cal lfornla , Flne sandy./sllty clay LL-26"d Pl-72 -200-732 Saturated- consol ldated. dral 56 Nornal 7 St rcsr .l Horlzontal Dlcplacerunt (lnchci x l0-2) .3 TAN ' 6 C0HESION - ksf ,2 27.0o .51 7 6 j I g4 [, tt3 o -tz ]a I 9 l0 - kgf J 2 /1 I I n ,l I f I I t, I I x19,165 DIRECT SHEAR TEST RESULTS Flg. 7 (J ul A o q, o u at1 .o tr t!o P atl tt tr o Ul o ao (J o u .C, c o o L 0, o u o, o L C:' F(9o zzo fJ (/l GVI .lr ur<O-6-6-ZU r'l N o o ttl .g @ I I v,F J =vt lrl e e l! .vt F C't!d, 6 rsl l r!! =OA' ,,r't .A I! CL !E r-.r e L' o o .!f !a !J =ll.z o (,z : !- !gF L E ,i:,EF >Q o E - J (t E td @ E rlJ F a F -x FgF 3=-co or aF ==8 =J o N IJ\(\I co N tl T E ct> <6h 5fi5 ko 2 tn € @ o o o ! J trJ <E E)^iEr <o zu or rn l rO I I rtt cr r ct ! Eg o N o N N o € o (t FI ! UJ o a N tt! : c'r d o F J f ,o UJ tr F 2A :ut iF Ri ;o (a urF : dn z.tso NJ lr{rl|-oo tr, f,o ElL donft)n ilssooltttos' ht>. nrchiteclure . plnnnin$ . lnndscnpo architecture o {r> e/( -ft< ril< box1020 eagle,colorado81631 9287226 May 25, 1982 Departnent of Oomruni ty Deve lopnent Tolrn of Vail P.O. Box I00 vail, @ 81658 RE: Eigh].andl Park SpeciaL Developnent Districtr Vall, Colorado Froject No. 8025 Attentlon: I4r. Steve Patterson' BuiJ-iling Official Dear Mr. Patteraon: During the past lreekr I have had several telephone conversations and one neeting with a Mr. Chet gorton of your ilepartment. Apparently Mr. Eorton ls taking over for you as building inspector on this project. I have repeatedly tried to c-ontact your but have been told that you ltere unavailabl"e. You personal.J.y reviewed the construction docunents to begln with, issued the necessary building permltsr net twice with me to discuss varioue itensr and slnce you personally trave lnspected the work to daCe. Thereforer I would very much appreclate lt lf you would take the t irne to discuss some issueE whlch have been ralsed by Mr. gorton because they create a substantlal confLict with our prior understandings and agreements. In the course of ny last telephone conversation with Mr. gortonr he agreed that a stanped letter from rne, adilressl.ng the foll-owlng items woul-d sufflce in lieu of revising the drawirEs and resubmitting then to your departnent. For tbls lre are thankful I another rcomparative p]-an check feer would be too rouch. 1. Plywood & Joist Spacing! 2xL0 fLoor joists wlll be set at 16F o.c. with 1,/2" thick plywood and 5/8" thlck partlcle board above as the fLoor assembly. 2.: A11 built-up columns (stacked studg) will be nailed wlth a minimum of (1) - I6d 0 246 o.c. vertically for each pair of doubletl studs. I refer you to TabLe No. 4-A of the 19?9 r&re Trlo Family DneUing Code | , and to Table No. 25-P of the 1979 ruBcr. ?t Mr. Steve Patterson Dept. of Comunity DeveloPnent l4ay 25' 1982 Page 2 3. @s All glazing in door s will be tempered. 4. Skvllghts: skyllghts In Building No. Ir oA! unltr have been relocaEed approxfunately 3 feet furthe! ilown tbe roof. This neets ltith our approval r anit that of the Onner. Why does the building dePart- nent need to be consulted on this natter? 5. @ry.3 Detail 4-A6 is voidedr and a dropped bean wlll be installed to support tbe cantileyer per tbe Ergineer's requirernents. 6. A4i.ustablecolunn.g', ti&c atlj ustable columns wil-l be used unless chey carry appropriale ICBo label-s r :n)wn of Vail apProval, or are Schedule 40, This ls according to our previous agreenents. 7. Tle Down on Built-Up Colufrr 3 16) - X.4 and (l-) - 2rB butlt-up colunn at garage foundatlon wal-l, as shoern on Sheet B-2. Tie down to be acconplishecl wittt netal straps and powder actuated fasteners or expansion bolts per Engtneer ts requLrements. 8. Ebundatlon Ventllation: As we agreed, foundation ventilation would not be required. This conforrns to current standlard practices of the arear where thls ts waived due to dry clinatic conclltlons. Eowever r nor that &{r. Eorton ls involved r foundation ventiLation is again a question. We dontt understand. Vlhat hag changed? Durlng ny telephone conversation of 5/24/82 nlch Mr. Eorton, I reguested a wrltten interpretatlon concerning this. It is our sincere desire that Eighland Park be of highest guallty and conply with all builcling codes and Town of vail requirenents. Eoweverr apparenC Lack of co'nnunlcaElon between menbers of your depart- nentr or changirg the procedures in midstrean creates unnecesEary delays andl costs. For exarple, !ilr. Eorton is now requlring copies of the Engineered Drawings for Roof Trugses on conpleted builcllngs as well as BuiLcllng No. 1. If you had requested then inltlal-ly, our client would have been aware of tbe procedure and would have provided them, but to now hold up constructiont pendirg receipt of these drawingsr seens arbitrary, if not unreasonable. b Mr. Steve Patterson Dept. of @munity Developnent l{ay 25r J-982 Page 3 The Inarkedr se! of drawings as held by Sun Techr on the jobslter were signed by !tr. Eorton, nThls se! w111 be narked approved chen correctionE have been nade. 5/L9/828. It is our hope ghat with the above clarificatlons and appropriate lnformatslon fron the Englneerr that a speedy concLusion can be naale. RespegtfuLly yours ?Z*/f/ Tbomas W. Architect xc3 File Sun-lbch BuiLder AD&C Group 'w#sm $:,1,t''# hil,rrT il Iir'/ ts-r287 n o c 5g 12 Aprll 1982 Bul lding Department Town of Vall Vai l, Colorado Re: Highlands Park Job No. 853.0 Gentlemen: It has been brought to our attention that certain foundation walls for bulldlng #5, low unit, are unable to be constructed as deslgned ln contract documents. The fol lowlng walls are noted: l. The wall spannlng across the garage entry is approximately 2J ft. tall wlth #5 rebar at 9rro.c. vertlcal and #5 at 8rr o.c. horizontal relnforclng. This reinforcing, if located l*tr from the Inslde face of the ' ft. tall. lle recommend pacted structural fill the wal I . wall, is sufflcient for a wal I only 12 that thls wall be back-fllled with com- at e slope not to exceed 6:12 down f.rom ?. The side walls of the gerage are relnforced vertlcal and #5 at l6rr o.c. horlzontal . We walls be backfilled on the Inside such that helght is 9 ft. with #4 at l8'r o.c. reconrnen d that these the meximum wal I 3. The south walls of the bulldlng are relnforced wlth #4 at 18t'o.c. vertlcal and #5 at 15r'o.c. horlzontal . Thls wall should be backfllled such that the wall helght does not exceed 12 f.:t. ronald n.lrickel .structuralengineer.ll2g0 w. alameda .lakewood colo. 80226.303 .986 Pege 2 O Bulldlng Dopartnent Torrfi of Vell Compactlon should be to 95t maximtm dry standard proctor please call.tf you have Yery truly Structural REB/co any questlon3, or cofimentg , ),our5, rHc. (303) m TO E Prints E Change order tr Plans o o xr".$"?up. rNco fu- LETrTtrl @F TRANSnfl ITTAL DETWER. COLORADO 80226 "^" 4-ngL l'"" ""' 9,8fr, ATtENTT o'k RE U|aEt//rbt PA the following items: E Samples tr Specifications }t(copy of letter 936.8245 WE ARE SENDING VOU fi,Rttuched ! Under separate cover via tr Shop drawings coPtEs DATE NO.DESCRIPTION l Lenetz ?o VAIL *{q EFr. THESE ARE TRANSMITTED as checked bslow: ! For approval ! rot your uss E As requested E Approved as submittd I Approved as noted E Returned for corrections E Resubmit-copies for approval tr Submit-copies lor distribution E Retu rn - corrected prints E For review and comment tr ! FOR BIDS DUE 19- ! PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO pRoDrrcr 2{0.2 l@ uE- c4@o. d6- 014!0 a & l I n o c ;u 9 Apri | 1982 Bui ldlng Dept. Town of Vail Vai l, Colorado Re: Highlands Park Job No. 853.0 Gentl emen : According to our foundation calculatlons, the area of steel requlred may be accompl lshed wlth No. 6 bars at (A"=.29 in.zlft.l as shown oD the structural drawings, bais at l2rt o.c. (Ar=.31 |n.2) as proposed by SunTeih' lf you have any questlons, or comnents, please call. reinforCing lStro.c. or No. 5 Bui lders, 3nc. Very truly yours, AD6C GRoUP, tNC.wtb Structural Engineer GJV/co {-l?--fu ronald n. frickel .structuralengineer .11290 w. alameda.lakewood colo. 80226 o ! t z q ct G l-? = cl :D 1t ct- m r 3 trl l.D 2 cl o J.cr D EI GI o ul' It - f.a ttt r z, o ql (t { 1 .! - rl6 r rta rrqrN tlq --lii iB. l, . -!lD -:r rrN 6@ ott! *B .r'-- I oo -oonr B tto .-'.-.u,.,- 3F rlrrrrrl - " -r-o- r* d5 Fct NrrN r|.!rr !O oo cto o ct0 C, FD 2 I :lEt!I .| :ICrEO orv@t o Fr arac'|l .'!!'0 ar.z., ft+ ?ii--.4-.ndE'915.'CzZaG|C|crFl @t c .' ! -0l-n|rQ{-Fl'ara -' 5 f?3 - E - F = 'stgE 6-3 4 " Eo-o- B rtt/l t! 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'!a t. --e .i5 i 5zS q6 $$ HN sr t-? -t I tl g: ri ti !i f! rlj i_Ei !Fi EFi ri t!,t I !i ti ti ili r!l i[ I Ii iEl lii iil Itr ifr ilr t!l Itl lll iii ili ur loi rl il EI tl ,!lEr iiiii ilEii i!t!iiii tEsl ilrl : o a a t a o 3 I o 3 I o ! t!!r!l iiliul l!!!1l t I o t e t c B I !E !ii !?l lti a!l lii ,l li II lIr t:i iii l8l iii rIi t!t ;t, tl: rii II'iii ;ll ir! iiifi ff! a D I E -I a D A I F a 'iiii !iit lit r I ! !I o a ! iiiiii 3 3 M ffi ilri iiiE iiii il -tt -A sl :I FJ di N /{i a 'I rl 3 .D I E !o t D z .{ .:! nt E -o -l n o 0 z { =o I ! D s -o " tr- ,' C eBenatapng ffistsePcDantesu fins asncEsBfec$eere' geEeneaenEnagg' Bauruelsaocn C CI" BBE) o ate'cEnEdeec6esne PerP /lor'\'rl box1020 eagte'coloradoBf63l 3284226 April 24' L98l lbr,rn of Vail P.O. Box 100 \fail, @ 81657 RE: $iQfglq-Eer! Project Description' Reason for SDD' anil lrpact RePcrE Requirerent 2. 9lelt:399- cast i:n1 to a.rold @ntlenen: s.re tliehland Park project con'l:::.:5 :t*3.":i:L?ir"5l.f 3?]ifu 5"t +-l'i:::,nffi::i:!i: i:!i'r: i:.:fi *ilf :,u- :i;i:3:1il".i;"3"Fi:'" il*;;:;i"3i"3:,'3?';i![*.d$ii#'!ioui'ni'ion' n'e:" ;;; ""-throush srreers wirhin rhe projecr. 1ilrc "irc i;"Iii;;fta on three sides bv federal ran:ls or o[En sPace' : a "sense of prace" rhe projecr f esien .., iq:il-Tll?:r5:!"::#i?$'*t?iii tr," r,uL *rar: ilen:"ifies $re project as an rnolv co=n'.rnitY. throusheui the desien Prf"::-:h:;e has eti lT:?:i':ion "f const'raines ' a:,i resLrai.tri's of cf'u-'iiu'- Serreral of-tire najc:r consioerations are as fol.lc''rs: ]. :llgt'_g: .slop:s of rhe ,i:::ur. a nnlcr consideration in Lh:: initial sul-,-r i'\'isron -ot uu'e ProFsrLy nna-utu t-: ptt*'try in:crtance t'o any develoi)-'ent t-hat vrill-<*"u'' in-tit:rt:';i;' t'rith the'e-nvironner'i" A sl"ope anal')'sis'-'tt'p=irfi*a'on ut"L' "tti= of 'che sit': consic;re'J de'eiopalil' 'o,' rin{i199 ',,!i iiti't"ltlo' ??' tz' 33' 34' 40' 41' ana,42aietheleastdiffi"oii-t"..a.''eJ'opc]uetotopogra;r|rical rc5:lainte' Ittis 26' -zl' za-Jna 37 girre-Li-re greauelc-diffic'r1ty r'rith -.accessLothesite.rt.isev"id'!nl-d.,atinlrcst.casesaccessEothe pr.'r"'"y'ui"ili-r'u"*u:o""i!ii=tutioninsitingthebr'r!-lcings' Brvironmental the Di:ainage of the sj Le r-s re;l or Lhe overall sil-':' 5.:vslc)l).Trent Problens' ! I I I t ! I I i CO Cd a. I M,."5J"il" Page 2 3.*F' #; : yil j"4i:'"F $?HtT:lF tr$F-iffivtt''1980 and Jerry KIug ! A??":i'lI^;;.-;; each -'ot. our general enough to inclucle. iniifriu"r rePorts on each lot' our gen rindines rro^ ,"r,r#il';;i: ;t1:-::- lt -"it that developrent or the sites wiII be titoitu'"ffY.9*P"l:i"t' but' practical' It' is i-nrportant that each'!li"!L"t" h*a the f6uncations preparecl by a stiuctural engineer' veqeration. Ttre site is currently l::"ttt Yegetated with-aspen ancl ffi ffl:'4;:l-'":"$ii:Hif :;:;:+::;xr"'*";,!!]l#:i"il', and 33' there rs ar around the open '"j;fr""*-* I*::-orie pines are behind the aspens. eny deverffiiJrtoura r"ttit'l*Jticn-vegetation as possible Lo-preserve ti'u tnultliJr-of cne site- -if it is necessary to desLroy vegEtacion i', o'a"i-ll-develop'. care shculd be taken in order to Dreserve tnu pr'tes dlalse or- tr'" t"-""[Jiiir''n*ttt"tit* reguired' ,.a".. lhe solar polential ol *t-"j-:" is restrictecl because o€ e*I6Eing uug"tutio[]'1;;; stuaies,weie-conauctea to determine what rhe percentase or'ji"ii"rti"-;:iti:ntrYt"rq-9 9"ti"1 the-r+inter' the oeneial conclusion it *'ut i'o!:-40'-41 and 42 have a-Iirniteil solar i"t"nti.l of betueei-5;;-;; 7!*:-srese sites shourd be-siven passive =o}^r tot''iitlliion' Lots 3r; iz ana 33 have a'38t to 408 solar pctentiu' *ll-uE-oi"tn" :1:f: and dense vegetation i:nnediately to tne-louln' Tlre remainiig fots rrave-little potential' 6. Viervs. fne vie'.,,s frorn tbe =i::-::" r*cstly l? tl:^:?:th trith minor ilErls to tne easl' Wrerever po"=i6re ttrJ site shou{ take advantsage of these .,i.u*.--rn"'';it; J"i nu'?*=.u"'v i.rnpressive irrner views Lhat shoul"d t= *o"i ;;;;tt"g" of in everv situation' 7. llr-rjse. Iots 37' 33; 39r '!l 1I and 42 all receive' a'higi'r level oF Loi_se fro* u.re,lni;;rl;t" liighway'i"j ,.,i"-r care strccii L,:: given -"o hrlffer those noises' B. rees gpe1,**H'.,.:k:loi:#J;' ffi:$:?iFj-lE:; ;l"yl:l alccess roao s c sorie severe "'1" "ia.iiii=. ti.,"=J.;";;-;;a fills not only scar Lbe prorleEl)' r'ot oiio*ii";;;;; tr'e aiirlcuitv or access to irrdividuar sites- s. v"Lis:E1.1+-:r;=* i. l;;?.i: iH,;i :f;?ll3,T"?:";il."#13" re 1,{1en ::Hiiil'*:'";;";;-;; ver'rrnt aoid j'rsc paul ven-ront couEt' r0, s.Lrile :. -?l=.utg"3t.:'l1"lt;:" rl-li ;,;'LItii,E :"i*:%:::T.$;". eccess roac at uIYJn enLr)" 4. 5, l.t C co) Town of Vail April 24, 1981 Page 3 11.**i#a3p.,"n*-".,'l{",:b::,}:!:ii'ii,tr;lffi 3!i:.::T" p'"p"iua the sice t::I-:nfiu5et ttt11-1";e left natural to Ene rear of each proper"y-4-i" th5se cases where open sPace -vras not requirecl in the':::i l"fq; "::"ry* y.1tld be reqrrirecr' r'"V-ti=o-provided *:: i l/zi secuacr<s yoyrd be recJuired on eitfrer sidl of alt' srle n'"#::t ti:::'i:: no front seebacK **t5'G'ILii'"a n""uut" of the steep sloPes' Eoe arch iLecture of ttre bu ildine?.:: T;:tH:;::i:#;!iiffi i'{";t:-;' ffii'l?*;ffi:,Tu.3?ii3,lnt,i?:*;;i""-;i s" ry"r:':n andr the use or''' rcalled courryards #;i.;;; iu.r"ro#r,iluolraitg")- :?-b" held close to tne roacrr,rays, Lherebv ;;;.i;e th= u'-T:.#-plu*"nt' ?:!'"'t'itt orferirs the orivacy desi.red ,t "ii=iJ3 areas. nuiiai?rg, courtYard-walls' and other outcioor ietaining *,uus t'e-li*Ilt"a-i" 1-:t-?**'iastrion so that they appear as a Earr or th" .on'pn=d;;G;:--r"" ""nt'"i^ii?;:i;;1-1-u:f i" the open IIEacro* ltrengthens ctt" "o#iiiii-"o""tpu a'"a [nL southr"estern feel' Before annexation to the Tt"t':l Vail' tJle p:oj9c:' y"" designed to fit the c.,'ntv-approvea pra! and zonins' .*o*uEii'=J"tt"l'6'r H:;:itn [:t"""i*t"""tt HHJ;f'iliii"iii-tt'Jc-tss'-a',a. t'e placernent ot a our "reated condiEions t#t-""i" iess than desirable' r{hen u:e rbwn of Vair annex$. H" groggrtv^r $:.y^iy""d duplex zoning uprn it. nou,..,"r,' fi "' ;;;;; g|alt"i'b;-'d; f:lf -::litffi"i:#l;:' "tL"discussions vriti' trrJ''i'o*'.;i y"'t.,:'#li$*.:i.fffill'L"Lt"-i;;f 3nPl:''^i't" k':i:;iitH'H?: il-;i3'.*"-=EilT$".:,*:iii:'3.T"tffin:.?:"'3:: : -" i'{g.-{r i}'l.::..-i: ffi:f;T.';:iil"''il:-J;'itr"'-i"*"in ivithin the permitted builditil:' t'-c i';nerl use. Tire ciranl4as allo"red bi-t-l'!e ?o:-it'' general' OT:-::::''^tI environnnntal im.iac'us f;r'1" ul:at-*ti"i'-''.o'iO i'ate'tt''eii inOer t"ie exisLinq s'ubdirrision oraitirrg. ' t''tu"'i"-I" i'nl-itq-'=ort t;"d;"il;-i'e ra* z6nir'g Dc:irirris'craLicn \'€ ieaffirrn the iollowing areas: ?;'iia;;r--,H*El'.'!;ll:!l?'1tii'i.,Hi:':.'i;fil'Hffi ?il:' Hl;r-i:: *::,F'ff 'll'!i'*i::'?l 1"ffi:"'iii::"lpii:**:' a: enc}<,s,edp'i'l_."tsevlra].o,""i.iF-'i"rigi""r-"a*lrconcerns.The appror,e.3-i'iv"''oaiuioio"pr-loofisrcpsEomiti.]atet}eseconcerng. Ttre fcr"'r of va-il special Cut'"riit'lii"ei=t'i"t uiro'-]t3-u-eteater freedon of buildi.rr3 ro""li.n and H:eretor;";;;";;'tilie"ei"n-oi [r'"=u geolo3ical and s;cils Probleirs' (o' $ovrn of Vail lpril 24, t98I Page 4 :fie Klug & Associate: I:Port of 1980 is a sibe bv slbe soils investigati"r, gi.;rg-io,r'autiir. reconnendations. fne'buildings designed for Highlancl plrr-iilt" taken.these foundation concerns intso consitleration anit individ'al';;uJ;[io.,=-*lu.r" ;;;i;;J f"i eactr'scrucEure prior to subnittal to th; $own for building permits' B. Eyft9]99& @nditions' the Grarles S' Robinson g Associates relnrt identifiedseuEffirounao.;;-J;iip"'*:"uiIitycharacteristic problerns. rlr"=-#ci;i-developrenl Aiilti"e again his allo",gd I reater avoidance "f rh;?;;.-;;;;;: n*-i",-a"tiois desisned for the projec. will follow rhe engineering recor,,il;;ti;;" by instaiting founclation drains, uv ""iig-;iiir.a $.'.foundations r.rhere required, and by insrallirg uaa # i|nfi-i ru1*i ru".' ;;;i;;" ;t"i"*s''r'" re appropr iate' Surfacedrainageconsists-ofseveralsrna}Idisperseilcharrnelsover ttreentiresite.llhesecharrn.r'.'.-"orsubstantiailyalteredancl drainage "tu'""i"ti"tics wilt noL substantially change' C. Visual gonditjels' .fne. Hig-Nand Park project is visually separate fron orher o"utiiffii in rte r.'u"lair "t'"u." rn. doniinant natural fearure "f r#;;{;;; il ;;;""ntiy exists is an open meadow area that rs ringed uy aeciau-,rs aspen cr* .oi-'"rl""rl"r yhi+ is located in a dense pine foresr. 'il;-;.;;"--roia" have been cut leaving large scars' lheCounty_approvedsubdivisiondividedt}resiteinto}7duplex}ots spaced arr,ost-l,.\,"niy over.tJte .n[ii. "it.. Siting of buildiirgs required by this "rt"t'g;;="iwere dispers"-atta-"nirorm ot'ei the entire site' Buirdines *"J3=i#tt"i-L-thi. ;"lti"i "ptn ryP:^::tu as werl as in the aspen tree "oi"i-.r,a-the dense pine covir. ttre design freedom allor'red by the special i"""f.g,r""t districl-iras allor+ed tlte rearrarge:nent of buildi-ngs ir,'l'"lrlt"red fashiorr rir,i"tt-irr-tr's the preservation of the open upa,3orr," Ir.lI of Lhe buildinqu "tt'-'iiil'f[atea wiunin the tre'c cove! of the site r,,j:cre Lhair visual lne.acr l;";;; aiii"tt"" wiII be recucei' vle have also uriliz"i";rr;;;;-.! in: ."i.i:."g ioa.l scars as buil-dirrs s:ites $reref:y re<iucing their visual iri1ract' fne builclirrgs are designed La fit the sitc and to creaLe as little site disturbance as possible. rraluiar exisLing.grar3e is maintained aro'und tbe buildirrg exterior r+here'er ;;;ili"; utiri;ing foundation extensions rrlrerereqtrirec]raLhergl'*,"'.,n.ugradi.i'g.Ire.strtletu.resLbe:nselvesare a groui)ing oi-.=".ii iorrus.tha,c '"ai." tr,-i.i,'ri.lding n;:s. fhc building rooEs are vrood shakes used for_ $;;;-.;i;"nin3 efiect ani ability to blend . rviti the rree ccvered site. fi't;';;t;i inirge'of . the buildin'g conplex is one of unity, a sense of place,.d;';;t t}e-repetition of 34 identical units. rnere are acrually ti,rou-Iiri"ient ty-c,es of buildings r'rhich are "i"tiffy aispers"a throughout the' site t'o reduce sdrrclness' C C ^t ('I -4 .rr.tr"rn of vail iiiir za, rger Page 5 se cenual rneadow 3:9? 9! -:h:-f:jif i'-lll'*f :? Hti:1"ffi ifr":' ro, rt-.aairi; ;i ? Pu!11' :::";t:*"Yffi#;i;;" ;;il ltris central ti"fr"" a*f"a firePiL area' ano-i focal Point wrff-exisC in a natural state':; l':fu#*=:::*ifll::il:rft""" Uiffi:+u3il'uil"l ffi3il'H'il";;d":1':?T:?*1'':iiT:;^ ""o ilrnediatefy adjacent to-tJre asper c-onsisbirs #ii;;; ioage porl pines' 'J?re natrve n'li;;";itarous trees. dense in *t 3ll'It ;;t."ii; 'd,'tti non-ev'istent under e>en e rass meadows "rr.r*u*lil|#:."3;"[?rili:'#,i-fi:Xt ":"protelii"n-for developnent' l::-":Hffi;-;rr*ic entirerv intact 3"d T" ^situa tea * . u., J lni J ?f ",T:?*:"'"5il: ":H ::'"$ ::;"'#i i'i"rv a r ouncr io*t ut" situated in the declou then' I?rere currently exisEs sgvgral severe l=9^::it" created whel' 13ads antl undererouna '''titici"' *:::^lili'ii;a' l!:"::';; .i" 'lo* lnsitioned so tiat trrey utitize t-hese "*i"tiii-'oad scars-and^road extensions have been nnde tt lr'iiit" driveways-s;"L;t; can Preserve as nuch ot Ene natural n"""ti"li-ti'e site ai possible' u ""u,TE,:'::J::: il'.::fi it'ff '3":! :3-"iili-#'Ht:*#ft: tl"il"w cases, *" =ii""*i'at r"atts of .th" units ther's"lY"t'6'i"!f-of structurts' r'rarls io ;;il;;; construcLion U:nits to vlrtntn AII distui:L-':ri areas'yiT'?' revegetatcSl 'Tly a small pcrtion of rand ad j ace;i-i;' ;o;,, yr* .y+l';'X,.'Fil:fii3 ll ilti:,f t,-lji3i$il:: * ::i"::"'*::il: s: ;i:i iii:i*;r'"x:"**'":::'":ir# ffi'':',: in an area lt'tt utus "?E "Ti?+:; to Lhi.i of tle "t"Jundittg oto.' 'Throush ro rrec "o"ui at a rate similar,.to ll.;-Y;"[-.n"-i*r".t 6r.tr,t site r'rirr this uype "i''lutetluti?l -:ol=-"t)t' we believe *? ';J1;'d;t;;'be nininuzi ;;-6" native vegLuation r'rilr conErr n#,}PF,,#:ffi *i"J,$:|?;.H.s:i}:},"H:''?*::i::stepsvlill ( r) mi:**Hftr## ?*[it:'i].:"xt:':l#- lfi*'oli!' (2) Areas of veg-etation cover Ll-rat n:: !o^:u''"in undisturbed trill be ohssically designatJli^'oi'-ing,*:T,::f arri rrur!"irg Lhem as 'rn #:;^il.; it-oli-r:tits t-o c"nj'Lr.3t'ton' o,C Q'I Ibwn of Vail April 24' I98I Page 6 (3) Trees that are to be rnalntained on a-sefAlive basis will be narkeit so that they can be clearly identified' F. Revisecr site arranegrnentl :f:;:;l'tH-*#":*";fr"tii !il:"iT:: i*:#l':":::3:??"::,'i3Ei ii!::#*:,:l':::n*j:::ul*li::"""u useconclitions'transportationor-circufationconditions'pcpulation characteristics' SircerelYt Roger W. Denton Architect Enclosures