HomeMy WebLinkAboutVAIL VILLAGE FILING 13 BLOCK 2 LOT 34 RESUB LEGALFES. orrt
TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM
INFORMATION MUST BE COMPLETE OR THE APPLICATION WILL BE REJECTED
Coftacf the Eagle County Assessors Office at 970-328-8640 for Parcel #
Parcel# zlol - o3.1.03-oal
oate: i,y't/ Q4 Permit#-
'lrl
lobName: Ckr rta?Ltr sNo^,,ncLt 7o , le'r Job Address' Z55O BALD rnoDn-(Atn E.b.
Building ( )Plumbing ( )Elecrricd"}d Mechanical ( ) Other ( )
Legal Description: Lot Block_ Filine Subdivision_
ownercNatne:14.I-, C-1,,-tsfooher pr66rrrg ZiSo ?,--t/- rnnu ?.d pn*r*-j-/!: j-722--
Architect:Address:
Description of Job:-;**i.o-li ?aucz t> q-anntdt Eo', l.-nOuU
Alteration ( ),qdOtionaLK Repair ( )Other( )
Number of Accommodation Units:
Number and Type ofFireplaces: Gas Appliances Gas Logs Wood/Pellet
VALUATIONS
,.,JBI,JILDING: $
Work Class: New ( )
Number of Dwelling Units:
PLI.JMBING $
@.!s$rclq:
Toun of Vail Reerstratron No
Mechenical Contractor:
Toun of Vail Registration No.
ELECTRICAL: $ l.otto OTFIER: $MECHANICAL$- TorAL $
CONTRACTOR INFORMATION
Address:
Address:
Phone #
Addrcss:
Phone #
Address:
Phone #
Town of Vail Registration No E|-n _ O n t Phone #
Elcctricaf contractor t ?Sabo Et crJc',e
Torn of Vail Registration No T16 'L
Plumbinq Contractor:
Date Received
FOR OFFICE USE ocT u 7 1999
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
CLEAN UP DEPOSIT REFUND TO:
TOWN OF VAIL
75 S. FRONTAGE ROADvArt, co 8L657
970-479-2]-38
DEPARIT'iIBNT OF COMMUNITY DE\IELOPMEI{IT
NOTE: THIS PERMIT MUST BE POSTED
.IOb AddrESS. . . : 2550 BAID MOUNTAIN RDLocaLion......: 2550 BaLd Mtn. RdParcel No.....: 2101-034-03-021Project Number: PR.t99-011L
APPLIEAIiIT MOUNTAIN HIGH PLIJMBING
P O BOX 547, AVON CO 81620
CONTRACTOR MOUNTAIN HIGH PI,IJMBING
stauus...: ISSIIEDApp1ied..: 0s/20/L999Issued...: os/24/L999
Br<pires - .: !1,/20/L999
ON iIOBSITE AT AIt TIII{ES
Permits #: M99-0053MECHANICAI-, PERIIIIT
P O BOX 547, AVON CO 81620
CIIRISTOPHER ROCKY S & BARBARA K
2550 BALD MOUIi|IIAIN RD, VAIIJ CO
OI{NER
Descriptsion:
Mechanical for driveway snowmelt system
Flrcpbcc Infolrrlion: Rc6tricl.dr Y l*of gaa Applianc€6:
Uachanicel--->
Plrn ch.ck- - - >
Inwcatig.tion>
wlll caII-- -- >
t FEE 9I'I{T'IARY
l*gf cas Log6 !
.00 AddilionaL F€es--------->
1, 0o3 . o0 Total P€hEit. fac-------->
Paltoanta - - - - - - _
Plrone:
phone;
8L657
Valuation:
970-949-4500
970-949-4500
40, 000 . 00
tfof wood/Pi1l.t:
soo.oo Raatsuarant PLan R€viat -->2oo.0o DRB F€s--------
.O0 IffAIJ FEES-----
3 .00
.00 Total Crlculagod Feed---> 1,O03.00
.00
1, OO3. OO
1, 003 . 00
BAIANCE DI'B- - - - .OO
Item: 05100os/2L/L999os'/24-/L999rtem: 05600
BUII.,DING DEPARII'ENT DEPT: BUU,DING DiViSiON:KATITY ACTiON: NO{IE ROUTEd t,O 'JRM
CONDITION OF APPROVAL
1. FIELD INSPEETIONS ARE REOUIRED TO CHECK FOR CODE COMPLIATiICE.2. COMBUSTTONATR rS REQUTRED PER SEC. 701 OF THE 1997 IIMC, ORSEETION 701 OF TIIE 1997 IMC.3. INSTAIJI'ATION MUST CONFORM TO MANI]FACTURXS INSTRUqTIONS AT.ID
ACTiON: APPR APPROVED JRMiIRMITIII ASLI()II:FIRE DEPART}IEIiIT Dept: FIR.E Division:0s/24/L999 JRM Action: APPR N/A
TO CHAPTER 10 OF THE 1997 I]MC4. GAS APPLIATiICES S}IALL BE VEIiITE
ACCESS PMENT MUST COMPLY WITIi CHAPTER 3MC AIiID CHAPTER 3 OF TIIE 1997 IMC.AI{Ds8e.1017 0F THE r-997 IIMC AriIDBOIIJERS SHALL BB MOT'NTED ON FI'NLESS LISTED FOR MOI'IITING ON
coNsr.
PERMIT.PI,ANS A}TD CODE AI.IALYSIS M BE POSTED IN MECHANICAI.,
5.
6.
7.
8.
9.
ROOM PRIOR TO AI{ INSPEETION REQUEST.DRAIIiIAGE OF MECITANICAJJ ROOMS CONTAI}DRAIIiIAGE OF MECXTANICAJJ ROOMS CONTAINING HBATING OR HOtr-WATER
ST'PPLY BOILERS SHAIJT BB EOUIPPED WITH A FLOOR DRAIN PER SEE.ST'PPLY BOILERS SHAtt BB EOUIPPED WITH Ato22 0F TIIE 1997 t,MC, OR SBCTION 1004.6tO22 OF TIIE 1997 t,MC, OR SBCTION 1004.6 OF TIIE 1997 IMC.EAI,L LEONARD AT 390-4677 FOR REOUIREMENTS ON SNOW MELT
NE,AR ROADWAY CONCRETE PAI{S ETC ETCNE,AR ROADWAY
I|m or vlrl, olfilm strgrlg
Strtuft |fud.! ! C-052a lDutrt: 1.003.00 O9l2sl99 ll.al
D.y!.trt l|tHr Cf, ltoc.sl,on: a3t2 IniE3 nf
P.ntt [o| ll9t-0053 T]'p.: l-}|lcH lflclltlllcllr rER$rI
PEcrl llo r 2101-0!{-03 -o21
git. lddr..t ! 2550 ElLD FlIlIlIf RD
l|oc.tlgd! 2550 !.1d lita. Rd
Ilotrl Lta !
sl. P.IrmC 1.oO3.OO 5oErl ltril, Prta !
lrl|nca r
1, O03.00
l,003.00
.oo
lccount da Dr.cription
rp 00100003111300 ttclntrrcrll Pnl|rr lllg
Pr 00100003112300 P&tI cHEcf r!!i
lrc 0oloo003l12l0o rlt& cll& llftPEf,Id lll
.lrcutrt
800,00
200.00
t. oo
*****************************************************t**************:r:l******:l:l**
DECITAXATTONS
I h.r.by rcknovl.dg. th.t I hrv. r..d thi. .p!rlj.c.cion, fillcd out in full thc inf,orB.tsion rcquir.d. coutrrl.t.d .n .ecur.t. plo!
PIen' end .t.9. ch.C .ll lh. inforsrCion provid.d a. r.qui!.d i. co!r.cb. I .gr.c Bo coqtly rith th. Ltlfor! eion .nd plot !rl.n,to cdply rith ail torn ordinocce ltrd rtrc. lrrs, .nd fo build this .tructur. aceording to the Torn'. roninE lttd .ubdl,rri.ion
cod.., d..ign ravicr +rprov.d, lrttif,on Building dG .nd otlrer ordhanc.s of EhG forn appltceblc tshqrcco.
REQLESTS EOR INSPECIIONg SHAITL BE MADE TWErlrTy-rOrn HOIng IN FROII 8 :00 lll 5 : O0 Ptl
EIqIITIN,E OF OI{trER OR COIITRACIOR TOR HIUAELF AIID
BI TEI.EPIIONE AT {79-2138 OR AT OI'R OPPICE
TOWN OF VAIL CONSTRUCTION PERMIT APPLICATION FORM
Contacl the Ea ,le Countv Assessors Ollfce at 970-328-6640 for Parcel t
MAY 2 0 19992lOl -o3*:DParcel #
Date: 5,Permit #
Job Name:Job Address:
Owners Narne:Address:Phone#
Architect:Address:Phone# -
Description of Job:
Work Class: New ( )Alteration ( )Repair ( )ann' $.{
Other(9,9.r?O.D^4)tBuilding( ) Plumbing( ) Electrical( ) Mecbanical() Other1F.J.-)rt,cDrpJJ
LegarDescrifliont LoLjlL Brock;l ritlle----,I3- llrlld,r.;rsion f/J l/z)(tzJ-Q-..
Number of Dwelling Units: 4
Number and Type ofFireplaces: Cns Appliances
BIJILDING: $
PLTJMBING $
Phone #
Gas Logs
VALUATIONS
ELECTRICAL: $
MECHAMCAL $
CONTRACTOR INFORMATION
Number of Accommodation Units:
Wood/Pellet
PPtrAq-ottl
ceve(
General Contractor, il/* Address:
Town of Vail Regishation No.
Electrical Contractor:
,Ft
Town of Vail Registrd.ion No.
Address:
Phone #
Tov,,n of Vail Registration No 17? - P Phone #-
Mechanicarcontractor
*vzt-&fl- (/ t Address:
Town of Vail Registration No.87 -p
FOR OFFICE USE
Date Received
MAY Z " 1999
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
CLEAN UP DEPOSIT REFUND TO:
Design Review Action Form
ProjectName: Christopher-WollardResidence
ProjectDescription: DrivewaysnowmelUre-alignment; revisedlandscaping
Owner, Address and Phone: Roclry Christopher, 2550 Bald Mountain Road, Vail, CO 81657,476-
3796
Architect/Contact. Address and Phone: nla
Project Street Address: 2550 Bald Mountain Road
Legal Description: Lot34, Block 2, Vail Village l3th Filing
Parcel Number: 2101-034-03-021
Comments:
TOWN OFVAIL
BuildingName:
Motion by:
Seconded by:
Vote:
Conditions:
Town Planner: Brent Wilson
Date: 5lO4/99
Board / Staff Action
Action: StaffApproved
F:\EVERYONE\DRB\AIPROVAL99\CHRISTOP.WPD
DRB Fee Pre-Paid: $20.00
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AREA I AREA ' AEEAJI firTAI,S
sQ rr nB7 t4t2 2oo9 {60rBTUH t36so5 162380 23loi5 n9920BOU.ERTNPUTBTUH 252787 300?04 421843 9Et333FEETOFTUB& l5o0 l?50 2500 s7s0LOOPTJNGTH 250 250 250
# oF LOOPS 6 7 10 r3
TOTAL CPM e,l 10.8 lS,4 S5.l
oPM PERLOOP 1,5 l.s l.sFT rrD (LOOP) to lo l0FTHD(MAI\rFOrD) t2 4 gnSTIMA.rEnTOTALFTHD 22 14 19
PIPE SIZE TOAREAMANIFOLD I-II4N I.I/4'' I.TI2^
AREATUBE $PACrn*G lgu lgn tgu
ARf,A I - SHAR$DDRIVEWAY
AR$A t - RIGHTDRMWAYARf,At* LEFTDIIVDWAY
1o/ zy' ,6/6 2o v" vl/ffi lsrh(
DEPARTMENT OF EOMMI'NITY DEVETOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON iIOBSITE AT AIL TIMES
ADD/AI-,T SFR BUILD PERMIT Permit #: 898-0173
ilob Address:
I-,ocaE,ion. . . :Parcel No..:Project No.:
APPLICAT{T
EoNTRACTOR-
OWNER
Descriptsion:
REROOF WITH FIRE RETARDENT SHAKES
Occupancy: R3
T)T)e Construction: v N
FEE SUI4MARY
.........T:T:l"ii3i;;;;;;:;;;;;;;i..........1:1;3i..."...illHii.:Yi;;;;;;;.;;;;;:.......'.".;::"'.
. IEem: O51OO BUILDING DEPARTMEIIT Dept3 BUILDING Division:o6/26/L998 JwI AqEte4' APPR APPRoVED 'JRl,firam;'65460-p-temlrNq DgFAiTT,IENT Dept: PT,ANNTNG Division:
oel2e /1gga tw Act,ion: APPR N/Aii6mi'05660-Finn oepARTT{EIfli '. Dept: FrRE Divisi-on:oel)a/799e twt Act,ion: APPR N/AiEem;' 05500-p-rjst-,rc wbnrS--- --_ -
o6/25/L998 JwI Action: APPR N/A
t * ' * i t !r * * i * * t' t ' * * I a I * * r r r t t t a *
See Page 2 of this DocumenE for any condiLions thats may apply Eo Ehis permit.
DECI,ARATIONS
I hcreby acknowledgc thaL I have rcad this applicaEion, filled ouf in f,uIl thc infonBtion rcquirod, conPl.atld an accurace PloE
plan, and staEc that. all tshe infonnabion plowidcd aa rcquircd is correc!. I .g!ec !o cotoply with lhc info!$atsion and ploE plan,
to coEply riEh ell To$n ordinanccs and statse la',,g, and to build chiB stluccule according to lhc Town's zoninE and aubdiwiBion
code6, degign r€vic( approv.d, Uniforn Bui.ldi.ng code and o!he! ordinanccs of lhc Tot{n aPPlicablc cherGco-
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 8L557
970-479-2L38
Valuation:15, 750
Fir€place Infornation: R€EtricLed:
2550 BAI.D MOI'}TTAIN RD
2550 BALD MTN RD
2101-034-03-021
slatus. .Applied.fssued..
E)q)j-res.
G & G ROOFINGP O BOX 8l_7, FRTSCO CO 80443
G & G ROOFINGP O'BOX 8r.7, FRTSCO CO 80443
CHRISTOPHER ROCKY S & BARBARA K
2550 BALD MOIJNTAIN RD, VAIL CO 81657
Phone:. 9706685552
Phone:. 9706685552'"
TOV/Comm.Dev.
Bullding- ----> 20s.00
133 .25
.00
3.00
PIan check- - ->
InvcsLigaEl.on>
will cal]---->
Rc6tualant Pl.an R€vic!.-- >
DRB Fee--------
Rccrealion F€e--- -- ----->
Cl.rn-ltlr Dctro.lt- -- -- - -- >
. o0
50.o0
.o0
100.o0
it Refund
49L.25
. o0
491.2s
49r.25
REQUESTS FOR INSPESTIONS SHALIJ BE MADE TWENTY-FOIJR HOT'RS IN .AD\IANCE EY TELEPHONE AT {]9'2].3S OR AT
Singte Family Residenceappfoved
Type V Non-RaLed
Add Sq Ft:
*of cae Appl,ianc.a:
amount
date
*of, eas Logs:
Tolal calculated Fcc6- - - >
Addiflonal Fe66---- ----->
?olal Pcrni! Fee-____--->
Payncnta----____
*of wood/Pallcc:
ISSI'ED
06 /26 / Lees07/08/L998ot/ o4 / :-999
8.nd ClG.n-(tr D.po.it Tot O & O ROOFING SIGIIATURE OF
g:00 Afi 5:0o PM
Page 2********************************************************************************
COI{DITIONSPermit #: 898-0173 as of o7/o8/98 Scatsus---: ISSUBD********************************************************************************
Permits T)pe: ADD/ALT SFR BUrLD PERMIT eppJ'ied--: o6/26/\998Applicant--: G&GROOFING Issued---: 07/08/19989706685552 To E>cpire | 0L/04/L999
iIOb AddTESS: 2550 BALD MOI]NTAIN RD
LOCATiON---: 2550 BAI.,D MTN RD
Parcel No--: 2j.OL-034-03-021
Description:
REROOF WITH FIRE RETARDENT SHAKES
* * * * * * * * :l * * * * * * * * * * * * * * * * * * * * * * * * * * * * * COndiLiOnS * * * * Jr * * * * * * * * * * * * * * * * * * * * * * * * *
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIiICE.2. SMOKE DETEETORS ARE RBQUIRED IN AI.,I-, BEDROOMS AND EVERY STORY
AS PER SEC.121O OF THE 1991 I'BC.
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Prlc.l Xor 2101-034-03 -021
Slsr lddrcr.. 2550 ll'lJD lollmlllf nD
troc.Blont 2360 BllD t{El{ RD
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l,ARcEL #: 2r0rnqoo.o2t -PItRMrr APPLTCATTON FORIU
DAfE:
I'Enllrl #
.APPLICATIONI'lUsTl]l'ITILLuDoUTCoI,IPLETIILYoIIITMAYNoTDEACCEPTIJI)A ---
S* * * * n * * *:t * * rt rt Jr tr Jt rt * ?t rt rt * * * * * * rt Jl PDIII''rr rl{Folu'l^*rol'l 't
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dbrr.1^^r.r-{r':r'lrl-Mechanical[]-other[ >g-Buitcling [ ]-Plumbing [ ]-Electrlcal [ ]-Mechanital t l-
Job l,lane:gh ri $r^Frrer----.-...--.-..- Job Adclress: ''55o Rard ncunbain Read
Legal DescriPtiott: Lot-_ lllock riling suliDrvrsroN3
ohrners Narne: Rocky chri stopher Address:?5qo nard Meuntain Rd!- Ptt'-!J5=J99'U
Address:PlrArcltitect:
Remove & DisPose of r f. Install Ice & water shield and
ceneral DescriPtiotr:
Worlc Class: 1 l-New [ ]-AlLeraLiott I ir [ ] -oLher,-
Nutnber of Dwellj.ng Units:l,lumber of Accorrunoclation Units:
Plurnbitrg
Address;
Cotrtraul-nr:
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IJUILDII.IG PEITMI'I' TEI]:
PTUI{BII.IG PI'IU,UI TEE:
I"IBCIIANICAL PDltl'lI'I lrEIJ:
ELECTIUCAL TEE:
OTIIBII TIPE OF FljU:
DRB T[E:
'l'o!,rn of Vail Reg. No.
Phone Nunber:
'l'own of Vail Reg. l'lo.
Phone Nutnber:
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BUTLDII'IG I'I,AN CITECI( FBE:
PLUI,IBING PLAN CI.IECK T'EE:
MECTIANICAI, PLAN CTIECK FBE:
IIECIIEATION T'DE:
CLBAI.I-UP DEPOSIT:
TOTAL I'BIOII'I FEES:
BUI I.,DING:
SIGNATURB:
zollll{G:
SIGNATUITE:
Mechatrical Cotltractor :
Address:
VALUATIOI'I
ctuAI{G &G roofing, Inc. Box 8l-7,Frisco,co 80443uP DEPosIr !E!!!!!
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REF,T131 TAWN OF VAIL| CIILBRADo
O|/A4/L999 I7z?? REGIUEBTS - INSFECTN WBRK SHEETS FOR: L/ 3/1999 , F'ABE 7
flREA: CD
- - - -l'=====E lll = == ==trctivity: 898-0173 tl 3/ 19 Typer A-BUILD Statug: ISSUED ConstrI ASiFR' AcJdrees: 855{t BALD M0UNTAIN RD \t
Locat i on r 8550 BALD MTN RD ,:
Farcel r, PL6l*o34-O3-OetDescription: RERBOF tIITH FIRE RETARDENT SHAKESApplicant: G & 6 ROOftING
Owner: CHRISTOFHER ROCKY S & FARBARA KContractor: 6 & G ROUFING
Occ: OEOT
. trhone: 668-5553
Act i on Comnent s
Phone: 97O6685558
F,hone 2 '
Fhone: 9706685553
Use: V N
Inspect i on Request Infornation.....
Reqr-restorr CARDLINE
Req Timer tl8rfiO Comnentst flNYTIMU
Items r€queEted to be Inrpected....
rz|c|gtgg BLDG-Final
'Tine Exp
Inspeet i on History.....Iten: taOSfrA driveway gnade fina.l'Iten r" QA$LA BLDE-Foot ings,zQteef
I t en : O68gU BLD6-For-rndat i on/btb e IIten: $OraJSr BLDG-Fr"aminoIbem: o,oll4r& * * Not Orr FiIe *'r.Itenr g'E'a5O BLDG-Ingulation .Itenr, 4ftO60 BLDG-Siheetr ock Nai 1Itenr oratA8gr * * Not On File * *
I t em r OOOT0 BLDB-l{i sc.Iten: 0OA9O BLDB*Final
I t en I OUS3ra BLDG-Temp. tr/g
(,t{,{"'
f,rig' Review .q,..!i?r, Form
TOWN OF VAIL
ProjectName: Christopher-WollardResidence
ProjectDescription: Drivewaysnowmelt/re-alignment; revisedlandscaping
Owner, Address and Phone: lr*" Christopher,2550 Bald Mountain Road, Vail, CO 81657,476-
Architect/Contact, Address and Phone: nla
Project Street Address: 2550 Bald Mountain Road
Legal Description: Lot 34, Block 2, Vail Village 13s Filing
Parcel Number: 210l-034-03-021
Comments:
Building Name:
Motion by:
Seconded by:
Vote:
Conditions:
Town Planner: Brent Wilson
Date: 5104199
Board / Staff Action
Action: StaffApproved
F:\EVERYONE\DRBWPROVAL99\CHRISTOP. WPD
DRB Fee Pre-Paid: $20.00
05/09/00 f,oN 15:58 FAr 070 4?6 79Sl cDrf,
CnntsroPHER DrNror'l
Kelrou E Kenoall
REAL C ESTATE, INC.
3lvlay 1999
BrcmWilson
Dept. of Community Dcvclopment
ToumofVail
75 SouhFrontagpRd.
vail CO 81657
RE: IhiwtmyRcundcl
2550 Bald Moumain Rd
Brcnt:
This is m confirm ou agrffi thd: l) tbe beatcd drive arca will bc cotrolled by a
srngle mre anr| 2) fhc arca betntpen orn north popcrty line and the oorcrEtc pan will be
separccd frorr the driw by shutoffvalves.
@oor
2EE Brid€e Stteet vail, Colorado El6r7 97U476-'1s90 F,a97o-47&7994
Qucstions? Call tlrc Pla::ning Staff a:479-2128
APPLICATION FOR DESIGN REVIEW APPROVAL
?arlr -ortt
GENERAL INFORMATION
This application is for any projcct rcquiring Dcsign Rcvigw approval. Any projcct rcquiring design revicw must
rcccivc Dcsign Rcview approval prior to subrnitting for a building pcrmit. For specific information, see the submittal
rcquircrncnts for thc particular approvat that is requcsted. Thc application cannot bc acceptcd until all thc requircd
information is submittcd. Thc projcct may also nccd to bc rcvicrvcd by thc Town Council and/or thc Planning and
Environurcntal Conrnrission. Dcsign Review Board.approval cxpircs onc ycar after final approval unlcss a
building pcrmit is issucd and construction is startcd.
A. DESCRIPTION OF THE REQUEST:Drive Realiqnment
B.
c.
D.
E
LOCATION OF PROPOSAL: LOT:1a /P.27 BLOCK: 2 FILING: va i I vi 1 'l age 1 ?th
PFIYSTcAL AP_DI1E0Si
PARCEL#: w-21 01 03403021 (Contact Eaglc Co. Assessors Officc at 970-328-8640 for parcel #)
ZONING: Dsplex
IOWN OFVAIL
NAME OF OWNER(S):East- Ron Wollard West- Rocky Christopher
MAILINGADDRESS:;. 4620 JC Nf.lols Pk"V St" 517 255 d
PHoNE: x?;i;,3?r?13"
F.
G.
ansas 0it
OWNER(S) STGNATURE(S): l
NAME OF APPLICANT:
MAILING ADDRESS:
H. TYPE OF REVIEW AND FEE:
tr New Construction - $200 Construction of a nerv buildinc.
tr Addition - $50
XA Minor Altcration - $20
PHONE:
Includcs any addition rvhcrc square footagc is addcd to any rcsidential or
comncrcial building.
Includes nrinor changes to buildings and site improvcments. such as,
reroofing. painting. window additions, landscaping, fenccs and retaining
walls, ctc.
DRB fces arc to be paid at the timc of submittal. Latcr, rvhen applying for a building pennit. pleasc identiff
thc accurate valuation ofthc project. Thc Town of Vail will adjust the fcc according to the projcct valuation.
PLEASE SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE
DEPARTMENT OF COMMUNITY DEVELOPMENT,75 SOUTH FRONTAGE ROAD,
vArL. coLoRADO 8r657.
UMo
47S CDtrK
9134436525
PHONE:
i
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i'
l-
lho
ooiign
irottgl t$
on t5
iSnntental
,utng pi
':ntr
LcicA
PHYSI
PAR
ZONIN
NAME
'
o\
NAME
)[r l\{ino
DRB f
thc r
asE suI DEP
I
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3l FAL 970 7 Sgl
is irsucd nnd conrtructlon lr sttrtcrl, ,
PTION QF THE REQUEST:
TYPE REVIEWAND FEE:E Nqv
BAd
nl
I
I
(
I
I
I
I
onsfi'uctlon - S200 Corutruction of a nsrv building. ]
)tt .- S50 Includes 8ny s4ditiou whcro sqrr4lc footagc is
comrncrclal buil<ling, iAltcration - $20 ltcttrdcs rrrinor change5 to buildifgs and sire imfrovc
rcroofing, painring. window addiiions, landscaliire, il' walls, sto.
i
drc to be paid at thc durc of eubnrltral. Latcr. when uppl jing for a bui lding Dic valuotion of thc projcct, Tho Town of Vail wiil a jusriho r"" a""orairlito
H:t-1gli.3T.'.9I*II j.",:.VI.IT|!.IEqVIREMENrStNDTMENT OF CQMM UNTTY DEV ELOPMENT, Zi $O UTX FRONTA
Best
copy
vArL, COLORADO tr657.
Available
From the desk of...
?a 1-tilua'tYJ vldt*eo
%ZD tWIr-- Uue %4D
Itt?>rort Hltls, K= 620A
George Ruther
{g aecvct"so temn
o
LT c0Py
TOTIN OFVAIT
Department of Communiry Development
75 South Frontage Road
Vail, Cohrado 81657
97G479-2138
FAX 970479-2452
January 29,1998
Rocky Christopher
Christopher, Denton, Kelton & Kendall
225 Wall Street
Vail, Colorado 81658
Re:Lot34,Block 2, Vail Village Thirteenth Filing
Dear Rocky,
The purpose ofthis letter is to follow-up on our telephone conversation ofThursday,Ianuary 29,
regarding the remaining development potential of your property.
As you are aware, our review of the Town's files on Lot 34 determined that an error had been made in
the calculation of remaining GRFA for the recently approved Wollard Addition (7/25/97). The error is
a result ofa failure to include into the existing conditions calculation the 526 square foot addition to the
Wollard residence in I 993. When all additions and approved proposals are accounted for, the new total
remaining GRFA for Lot 34 is 998 square feet. I have enclosed a revised copy ofthe zone check sheet
for your files.
As we discussed, the Town ofVail does not require duplex property owners to get tle approval of
adjoining duplex unit owners when proposing additions to the properly. In the case oflot 34, a duplex
subdivision has been platted resulting in a Parcel 4 B & C ownership scenario. The approved addition
encroaches upon Parcel C. Again, while the Town does not require adjoining duplex owner approval
when proposing ilditions, we do strongly encourage properfy owners to discuss proposals and seek
agreement prior to submitting plans to the Town of Vail for review.
Again, the purpose oftlris letter is to follow-up on our earlier telephone conversation. Should you have
any questions or concerns, please do not hesitate to contact me.'You can reach me by telephone at 479-
2t45.
Sincerely,
fJt-^q-g*-:."
George Ru{her, AICP
Senior Planner
Ron & Marilyn Wollard
{S "rn*or r"*
ZONE CHECK
oatc: -lzs lqt (ee,ta-n t f zefi{
Lcgaldcscription:Lot 3l Btock Z Filing \l+;l {itl4qd. /AIh
Addrcs 75:yc^ futA Vlo .;attrg'i,t ?ic.^
Owncr Phone
Architcrt 6,lr.rr Prnzd phone
Zonc disbict
Lot sizc
Allowed Existins Proposed Total
rotar GRFA bp6. 6gZs =_6rqk/
Proposcd ttss -Tl',,;g. Farh,l{
Buildable ar"a {sl-<nZ- '
= s,MI gF{A*
I
b
nrimaqFc*SA _ + (425) (675*) =_
Scc^nd^ry cRFA + (425) (675*)=_
&
20'
t5'
l5'
dL
llp'
16' t lb'
l,ls
A
It(b1
{ nncloscd
Prcvious conditions of approval (chcck property file): Ok
z,4zl += 2.121
3,CrZ + <84 =S,{qb
* 67 5 = 425 credit plus 250 addition
Docs this rcqucst involve a 250 Addition? Nr\
Horv much of thc allowed 250 Addition is uscd with this rcouest? Ull
Sitc Coveragc
Hcieht
Sctbacks
Landscaping
Rctaining Wall Hcights
Parking
Garage Credit
Drivcway hla 4hA{aqe
Complics with TOV Lighting Ordinancc
Arc finishcd grades less than 2:l (50%)
EnvironmentaL{[{azards
Minimum fufl" N/A
3'/6'
Required -a-
(300) (600) (e00)Fr200[
Permitted.slopc * V" ProposcdSlope & %
Yes- No
Yes__ eL_ No
I ) Pcrcent Slope (< >30%")
2) Floodplain
3) Wetlands ucr ,
4) Watcr Course Sctback (30) (50) Nf4
5) Geologic Hazards
a) Snow Avalanche.
b) Rocldall rrtn
c) Dcbris Flow
Remainins
€0@
q@ V,4eJ + /8O = s,b3g.l -,{S
Front
Sides
Rear
Is thc propcrty non-conforming? Dcscribe: NO
|..l,D
Lr,*n Review Action F"t
TOWN OF VAIL
Parcel Number:
Project Namc:
BuildingName:
Project Description:
Owner, Addrcss and Phonc:
@pplicant, Addrcss andYhone: Sla^e Qi*,L, ?.O. &',/ ft4
Legal Dcscription: Lot€ Block Z Subdivision \t,ilI {itlqrFqonc pistrict 1i,-rrr . 6'rn,'ly
Project Street Addres "t Zrc Tri.d Vtll. Qon_- t
Comments:
d / Staff Action
Motion by:
Seconded bv:
n Approval
n Disapproval
A
Condi
Vote:
StaffApproval
6a-e - 8,,4er^
Town Planncr 4oate: 4fzAfqz DRB Fec Pre-Paid /N).*4't 'n t-
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nEersr...trer,lz?n8r::.t ng Mdress r
-_-_...___-- PhonE
'PLtc.|,tioNS ,E ar, t$ctf aE prOcEggED htrcw olzrrBrr,sndoftintun ApFroval if appticable.
lllls=" #"i' i' ii ; l:". :i'^ru 13l-ii, iit*'l' :"li: 3.'.:":l' Iiij, ii":i" rd"iiFii;i:Tsl?i#:, *:ff ti, ir:$ih,accordiag to itre'ialii (,r varr wtll ediusc
g i j .! . -ry-e DQlou" to. eDsuae che correc t f
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Pyj*By^ lo$!_!!P8over. Ererlasr. trxr.Ess l' aqroD!ftt peelri rg
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| 20. o0t rU. UU
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1s00. o0
ANE YETS AEIBR FI.![II,:r:.!i:l
Pno'TR'r'! UEglglII0[r . aa- tar;;
r8gq8D iilD
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VAIL,
TYPE OF REVIEW:
.,New.ConsErucLion ($200.00) Minor AIt,eraEion (S2O.0O).\Addition ($50.00) Concepr.ual Review (gO)
ADDRESS: 4afo fil,uo ,"77. &r4o-
ZONING:
DBSIGN RBVTBW BOARD APPIJTCATION ' TOWN OF COTTORADO
DATE RECEfVm I
DATE OF DRB MEETING;aatatlraa atINCOMPLSIE APPLTCATIONS MAY NO.? BE SCEEDT'LED FOR REVIEW.artataaata
PRO'BCT TNFORUATION:
A. DESCRIPTI
a meeLs and bounds )-egalon a separaie sheet and aEt.ach
t.rt.4 altrlrr
I.
lt .
LEGAI, DESCRTPTION: t.ol H zrock Lsubdivision VA|L u/U#tt ?
rf properLy is described bydescripcion, please provideto Chis appl ication.
f,p.
FG.ilffi '3I L3'3'i!2Td'ffi"iryP'iA W
Phonef*NA.T,IE OF OWNER(S) t
OIINER ( S) SIGNATTIRE:@ \DotA-&O *Mailing Address:
Phone
APPI/ICATION9 WIIJL NOT BE PROCESSED
'TTTEOUT
OWNER ' S SI6,|TA?T'RE
Condominiun Approvat if applicable.
DRB FEE: DRB fees, as shown above, are Eo be paid aL t.het.ime of submittal of lhe DRB applicat.ion. Lacer, whenapplying for a building perrnj, e, please identify the accuratevaluation of the proposal . The Tovrn of VaiI vril.l adjusL thefee according to the Eable bel,ow, to ensure the correct, feeis paj.d.
FEB PArD: i CIIECR *: DATB: By:
I.
.T
FEE SCHEDULE:
VALUATTON
| .- -_9-l 10,000) it,tor - | 5u,uuu$ s0,001 $ 1s0,000$150,001 s 500,000$s00,001 - $1,000,000$ Over 91, 000, 000
DESIGN RSVIAW BOARD APPROVAIJ BXPIRSSAPPROVAI I'NLBSS A EUII.DING FBRTTI! ISIS START@.
FEE$ 20.00s 5u. uu
0100. 00
f200.00
$400.00
$500.00
ONE YE,AR AETER FINA!
IS SI'ED AIllD CONS TRI'CTION
APPLICANT:
\.'
t
PRO,IECT:
LISltr OF UAfERTILS
the follorrinE iDformaLion is
Review Board before a final
A, AUIIJDING !T'!TBR!AI.S:
Roof,
Siding
Ot:.e: l,tal1 Matelials
Fascla
sof fi Es
Windorrs
Windotrt . Trlm
Doors
Doo! Tlim
Hand or Deck Rails
F1ues
Flashings
chinneys
Trash Enclosurea
GreenhouEes
Ret,aining vtaI1. s
Extcrior L,iEIrc,ing
Other
LAI.IDSCAPING:
required for submi t tsal
approval can be given:
IIYPE OF IIAIERTA!
to Ehe Design
cor.,oR
)
Desigmer:
Phone 3
B.Nane of
. ZONE CIIEEX
FORFanily Residence, Duplex,ZONE DISTRICTS
Primary/Secondary
1DATE: 'f
IJEGAI.
ADDRESS 3
OWNER
subdivi sion
PHONE
BUILDASLE
Exis tincr
LOT ARTA
ProDosed TotalAl lowed
(30) (33)
61Ao
+ 42s =3)2:l__e1?2 37+l
* a25 =-+lcr3-
20'
15'
15 |
/
na6a 343 vzt3
3,/6,
Pod?.1
permicted Slope
Lighting Ordinance
(30) (s0)
(s0r)
_Enc1
slope
NO
t
1)
2l
3)
vF e rrri
Flood Plain
Percent slope (< > 30t)_
ceologlc Eazardsa) Snow Avalanche_b) Rockfarr
--
s) Debris Flow
4 ' lleE liurcts_
No-.r'-- '--
Does Lhis request invotve a 250 Adaition? *lIlord nuch of rhe allowed,2S0 Addit,io4 is . usea-ti r.h-Tf,isPr.evious conditions of approval (chdck, properry fifai,
ARcHrrEcr frld4JtrEh G!-w4) p:floNle 4fl-42 /
ZONE DISTRICT
PRoPosED vs' ate
LOT SIZE
Heigh!
rOIAl GRFA
Primary GRFA
Secondary GRFA
Se Lbacks
sides
Rear
Site Coverage
Landscaping
Retaining watl Height,s
Parking
Garage Credi t,
Drive:
complies with T.o.v.
waLer Coulse Secback
l.c4 rqt-; r>aaZ
r!
(300) (600) (900) (1200)_
-:l_ proposed
Yes
Do Finish crades Exceed 2:1
EnvironmenLal/Hazards :
; -.;i
. View Corridor Elcroacbment ! yes
\-)
-l
List of adjacent property owners for the Wollard Residence Lot34, AResubdivision of
Lot27, Block 2, Vail Village l3th Filing, Vail, Colorado.
l. Lot 34, Block 2 - Parcel B
Rocky S. & Barbra K. Christopher
2550 W. Bald Mtn. Rd.
VailCo. 81657
2. Lot 15, Block 2 - Carol Lee Hollis
953 S. Frontage Rd. West, Suite 302
Vail. Cd. 81657
3. Lot 14, Block 2 - Parcel 2
GB Caster & Mary Caster
2154 S. Frontage Rd.
Vail, Co. 81657
Parcel 3
Patricia M. Nixon
2565 Bald Mtn. Rd.
Vail, Co. 81657
4. Lot 33, Block 2 - Side A
S.V. II
999 lSth Street, Suite 1430
Denver, Co. 80202
Side B
Bruce Elna Kasson
2570 Bald Mtn. Rd.
Vail. Co. 81657
-.t
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE ls l-IEREBY GIVEN that the Planning and Environm€ntal commission of the Town of
Vail will hotd a pLrblic hearing in accordance't7irn section 18.66.060 of the Municipal code of the
Town of Vait on Arg"utili,iggi, liz,OO p.U. in the Town ol Vail Municipal Building' In
consideration ol:
A request tor a variance f rom section 18.13.060 (setbackS),.tO.allow lor a new residence to
encroach into the front setback, located at 226 Fdrest Road/Lot 11, Block 7' Vail Village 1st
Filing.
Applicant: John Krediet
Planner: Lauren Waterton
A reqUest for 250 square feet of Additional GRFA, to allow for the interior conversion of an
exisring .ra*t spaiJinto " ho*" ottice, tocaied ai S38 nockfedgeilot 1, Block 1'Vail Village 3rd
Filing.
Applicanl: Bill and Eleanor StolzerPianner: Tammie Williamson
A request lor a variance lrom Section 18.24.130, to allow for 5 dwellino units and a variance
{rom Section 18.G9.040, to allow for a portion oiif'e OrifOing to be.canillevered over part.of.the
100-yr. ttooo ptainl tocii"J ii zCr rasi Oore Creek Drive/Liit R, etocX 5'8, Vail Villaqe First
Filing.
Applicarrt: PePi Gramshatnmt:r
Planner: George Ruther
A request for 250 square feet of Additional GRFA, to allow lor a garaoe addition with an
exoanded bedroom, bath and deck, localed at 2550 Bald Mountain R-oad/ Lot 34, Block 2, Vail
r Village 13th Filing.da
$(Applicant: Ron and Marilyn Wollard represented by Steve Riden
/lPlanner: Dirk Mason
A request lor 250 square feet ol Additional GRFA, to allow lor a bedroom and bathroom
addition,located at i944A Sunburst Drive/Lot 2lA, Vail Valley Filing No. 3.
Applicant: Alvin and Mary Ann Rapp, represented by Mark Donaldson and Associates
Planner: Dirk Mason
The applications and in{ormation about the proposals are. availabJe f or public inspection during
,.egrtdi'-ofiiie hours in the project planner'i'office located at the Town ol Vail Community
D&elopment Departmenl, 75 South Frontage Road'
Sign language interpretation available upon request with 24 hour notif ication'
TDD lor rnformation.
Community Development Departmenl
Published July 25, 1997 in the Vail Trail.
Please call 479-2114 voice or479-2356
oo
l. WOLLARDADDITION,(DENIED) -75<o Ba\d tv\vn Qd-
2. Plesae provide a topographic survey.
3. Please show grading with proposed contours.
fx)eod) 1l ft 141 7 ,et rr.'.Zd 1l A lql . cdrucned ? | 2+\ qi
T6n L.?aeu- .
Reviewed by: Larry Pardee @J 7
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r',rrr r: STEVJiU- Rt-D@_
CIIECIiS !l(ADt: tA\'AnLf,. TO TO\I'|i* of vAll.AccourT .i\ ^I r_udH LlF Udflf [:-"'-' -'
l'li =qcel I aneo'Jq t-.=gh
''' Tr'x- ':-- cosTEA- - I'('IAL
4l
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tltrir,un t paid
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Available:\\'SI'A I'l: I( I) lS I'l: NSI;.lTX^ [LTj-Gt?:5'iTx^lti;itAt.1:ii
i INVI:Sl'l(ln
-ll-Iiiid0 a5T
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ZONE CHECK
ourc, ?-?5.??
Lcgal dcscription:Lot 3{ Block 2 Filing l/ai
Address
Owncr
Arch itcct
Zonc di
Lot sizc
Total GRFA'
Primary GRFA
Phonc
Proposcd usc
Buildable
Existine Proooscd
4 + L/3b/ = t-'3r {
y'o,r I
1o to * 85o
Allorved
6(60
3ooi +(25)(675*)=3115c)
* 675=475
(3dil
/001
5se,-rd't ? *cconaary Gnru 3 oo f+ (25) (675+) =/a, 46o * ?"? = 3,R qq
Docs this rcqucst involve a 250 Addition?
How much of the allowcd 250 Addition is\
Sitc Covcragc (Zof\
250 addition
request?
3 4E4+/80 3(?-/ { qoC
oK-oL/ u.;.ht\-_:::ts"' t-..ci lorroc
Sctbacks
Landscaping
Rctaining Wall Hcights
Front
Sidcs
Rcar
2 udt-!!)-u-ta
/A{
t5'
r5'
e%n_
3'/6'
Rcquircd .f EnclosedParking
Garage Crcdit
Drivcrvay o 6Ao1q 6
Complics with TOV Liglrting Ordinancc
.' Arc finishcd grades lcss than 2:1 (50%)
A_r-o.d .1qpq<.
En vironmcntal&Iazards
4{(
5e#@^b
Prwious conditions ofapproval (chcck propcrfy filc);
(300) (600) (e0u(It00r\
Pcmrincd Slooe o/o Proposcd Slope
-%
Ycs- No-
Yes o? No
l) Percent Slope (< >30%)z_
2) Floodplain a) c)
3) Wctlands lO C)
4,) Watcr Course Setback (30) (50)/J4
,q) Gcologic Fiazards
a) Snorv Avalanchc 4.rO
b) Rockfall a)o
Rcmainine
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Is thc propcrty non-conforning? Describe:
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CHnrsroPHER DeNroN
Knlron E Knxpnll
REAL + ESTATE
September7,1993
ShellyMello, Plannertr
Offce of Comrmrnity Dwelopm€nt
TownofVail
75 SouthFrontageRoad
Vail, Colorado 81657
Shelly,
I have rerdew€d the plans dated August 8, 1993 which were zubmitted for Desigrr Review
Board approval. I approve ofthe addition provided the area ofencroachment is redefined
in a new rezubdivision plat for use by both ownem ofParcel B and Parcel C.
Sincerely,
Barbara K. Christopher
c: Ron and Marilp Wollard
Allen Butler
288 Bridge Street Vail, Colorado 81657 703-476-7990 Ft\x 307-476-7994
)
'
R[uD 'tr '' i'zI V '' i,/14,
TowN o'. vArrJ coNsrRucrroN - prnurr #_
\
t
,PERMTT APPTTCATION FORMoern: 7-7 - r3
^ APPLTCATTON MUST BE FILLED OUT COMPLETELY OR IT I.!,AY NOT BE ACCEPTED
I****************************** PEIWIT INFORITATION *****************************n [V-Buiraing [ ]-Plumbtng [ ]-E1ectrlcal [ ]-Mechanical [ ]-other
Job Name: t t ,4*r, Job Address. ?ffO /"/"/ ,lf///. X/,/.
Legal Description;rct1g{ eLocx-L Filins
Owners Name: li gtl l-")./rrt 4/o/ld Address:
Architect:Address:Ph.
General Description:
Work Class: [ ]-New ffi-teration I l-Additional [ ]-Repair [ ]-other
Number of Dwelling Units:Number of Accomrnodation Units:
I
. Upmber and Type of Fireplaces: Gas Appliances_ Gas Logs_ Wood,/Pellet_v
fi********************************* VALUATTONS *********************************
durr,otllc:' $ .;.;-f,too, rlucrRrcal: $ g;e oTHER: S
Address:
Electrical Contractor:"F//= f*.
Address:
Plunbing Contractor:
Address:
Mechanical Contractor:Address:
rorAl:rW-
***************************
Town of Vail Reg. NO.
Phone Number: 1)e zjq-
Tohrn of Vail Reg. NO.
Phone Number: fl(/ lq
Town of VaiI Req. No.
Phone NunUer; 972 ,W
Town of ,r.ra **. *l
Phone Number:
******************************** FOR oFFrcE usE *********************_**********
BUTLDING PERMIT FEE:
PLUMBING PERMTT FEE:
MECHANTCAL PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
3??_'BUTLDTNG PI,AN CHECK FEE:
PLIIMBING PI,AN CHECK FEE:
MECHANTCAL PI,AN CHECK FEEs
RECREATION FEE: ./E-
CI,EAN-UP DEPOSIT:
TOTAL PERMIT FEES:
VALUATION BUTLDING:
SIGNATURE:
ZONING:
SIGNA
/trCLEAN I'P DEPOSIT REFI'ND Cr e,,T 2,',,;1< (c,.trT 2<-,<t') y /a,'/
Plan Review Based on
the 1991 Uniform Codes
NAME: WOLU.RD REMODEL DATE: 9-15-93
ADDRESS: 2550 BALD MTN. RD CONTRACTOR: GREAT DMDE
VAIL, COLORADO ARCI{ITECT: DONALDSON
OCCUPANCY: R-3 ENGINEER: MONROE
TYPEOFCONSTRUCTION: V PLANS EXAMINER: DAN STANEK
CORRECTIONS RDQI.JIRED
The items listed below are not intended to be a complete tisting of all possible code
requirements in the adopted codes. It is a guide to selected sections of the codes.
The following is not to be construed to be an approval of any violation of any of
the provisions of the adopted codes or any ordinancc of the Town of Vail.
1. SMOKE DETECTORS REQUTRED rN ALL BEDROOMS AS PER SEC.I210 OF
Tr{E 1991 UBC.
2..EGRESS WTNDOWS REQUTRED FROM ALL BEDROOMS REQIJIRED AS PER
sEc.1204 0F THE 1991 UBC.
3. FrELD INSPECTIONS REQTTIRED FOR CODE COMPLIANCE.
4. GUARDRAILS TO MEET SEC I7I2 OF T}IE 1991 UBC FOR CODE COMPLIANCE.
5. HANDRAILS TO MEET SEC 3306 OF TIIE 1991 UBC FOR CODE COMPLIANCE.
6. A STRUCTUAL ENGINEER MAY BE REQUIRED TO APPROVE TTIE REMODEL,IF
TIIERE ANY STRUCTUAL CHANGES AND OR PROBLEMS.
6 Monroe er Cweu
A Englncc$lnc'
il Y hi,ul;tr.rjlrrj
,a Vbte
SHEET llo.
cn currreo av----{-- D^re o A,a..q'a
CHECKEO BY
turl!+r6.llttGrCr{@ob.enellOtr blbl0lmrftlls22tlfl
WOLLARD RESIDENCE
M&N #2143
SEPTEMBER 16. 1993
1. LrvE LOApS uSEp INDESIGN:
ROOF
TYPICAL FLOOR
WIND
1. BASIC WIND SPEED
2. EXPOSURE
EARTHQUAKE
GENERAL NOTES
A.
B.
c.
T7 PSF
40 PSF
80 MPH
B
ZONE 1D.
B.
c.
NON-STRUCTURAL ELEMENIS:
ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO
AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT
DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS.
@,IINDAIIQNS:
F.
THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2OOO.
THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT
THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALLVERIFY IN WRITING
THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED.
ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING
ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF
FOOTINGS SHALL BE A MINIMUM OF,l8'BELOW EXTERIOR GRADE.
ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL
OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER.
BACKFTLL SHALL BE COMPACTED TO9s% (MTNTMUM) STANDARD PROCTOR
DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT
SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED
FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.)
DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL FIRST FLOOR IS IN PLACE.
CENTER ALL FOOTINGS UNDER WALLS. COLUMNS OR GRID
LINES UNLESS OTHERWISE NOTED ON PLANS.
CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON
COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A
MINIMUM OF 2 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING
AND SLAB-ON-GRADE.
NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDI-
TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE.
D.
E.
G.
4.C9IICBEIE:
A. ALL CAST-IN-PLACE CONCBETE SHALL BE MADE WITH TYPE 1 PORTLAND
CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3OOO PSI COMPRESSIVE
STRENGTH IN 28 DAYS. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE
SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION
AT TIME OF BID.
B. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN
ACCORDANCE WITH ACI BUILDING CODE 318-83. UNLESS NOTED OTHERWISE
ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 1/2 INCH CHAMFER.
USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED.
BEINEQBCEMEM:
A. ALL REINFORCING SHALL BE HIGH.STRENGTH DEFORMED BARS CONFORMING TO
ASTM GRADE40.
B. REINFORCEMENT PROTECTION:
1. CONCRETEPOUREDAGAINSTEARTH 3"
2. CONCBETE POURED IN FOBMS (EXPOSED TO WEATHER OR EARTH) 2"
3. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3t4',
C. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED,
SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE
ALL BARS CONTINUOUS AROUND CORNERS.
D. PLACE TWO #s (PER 8',THTCKNESS) W|TH 2'-0 PROJECTTON AROUND ALL
OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO
#5 X 4'-O DIAGONALLY AT EACH CORNER.
E. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE
SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS.
F. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI-
TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SECURELY
IN PROPER POSITION IN ACCORDANCE WITH ACI318-77.
MASONRY:
A. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH LADDER OR
TR USS-TYPE REINFORCEMENT M EETING ASTM A82 MASON RY WALL REINFORCEMENT.
B. EXTERIOR WALLS SHALL ALSO BE REINFORCED WITH #5 VERTICALLY AT WALL
ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW OPENINGS AND AT NOT OVER
2 FEET ON CENTER (TYPTCALLY). RETNFORCEMENT SHALL BE FULLY GROUTED
IN PLACE. GROUT SHALL DEVELOP 3OOO PSI IN 28 DAYS AND MEET ASTM C476.
C. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM C476 GROUT FOR A
DISTANCE OF 24" BENEATH AND 16" EACH SIDE OF ALL BEAM REACTIONS
OR OTHER CONCENTRATED LOADS UNLESS OTHERWISE NOTED.
D. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM CgO, GRADE N. BRICK SHALL
FULFILL ASTM C62. MORTAR SHALL BE TYPE S OR W. ASTMCz7O.
6.
7.
E.
II{OQD:
A.
MAsoNRy
'HALL
t,,r, oF coNcRErE BLocK *,r, oill"uM uLrMArE
COMPRESSIVE STRENGTH I'm OF 1500 PSl.
ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH,
GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING
TO UNIFORM BUILDING CODE AS FOLLOWS:
2',TH|CK - 4" W|DE
2" THICK - 6" & WIDER
3'THICK-6"&WIDER
STUD lb = 800 psi
NO. 2 tb = 1250 psi
NO. 1 lb = 1350 psi
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE
USES PRIOR TO ALLOWABLE STRESS INCREASES.
PROVIDE 1 X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL WOOD
JOISTS AND 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS.
FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE
UBC SCHEDULE UNLESS OTHERWISE NOTED.
LAMINATED BEAMS
1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR
LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH
WCLIB. ALL SIZES SHOWN ARE NET.
2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORD-
ANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FAB.
RICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION
AS PUBLISHED BY AITC.
3. PROVIDE UNITS CONFORMING TO AITC 117,22W8, D.F. FOR CONTINUOUS
MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS.
MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE
CLEARLYSTAMPED ON EACH MEMBER.
PLYWOOD DECK AND/OR WAFERBOARD
1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OFTHE AMERICAN
PLYWOOD ASSOCIATION.
2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF
THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEETTHE REQUIREMENTS
OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL
PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO
THE WEATHER SHALL BE OF THE EXTERIOR TYPE.
3. FOR FLOORING USE 3/4'T&G STURD.I.FLOOR SHEATHING NAILED AT 4'O.C.
ALONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SUPPORTS.
4. FOR ROOF USE 5t8" (40t20 SPAN RATTNG) EXPOSURE I SHEATHING NAILED AT 4"
O,C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS.
5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 112" EXPOSURE ISHEATHING
NAILED AT 6" O.C. ALONG PANEL EDGES.
6. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS
WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS
STAGGERED.
7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS.
B.
c.
D.
-E. PREFABRICA,,'TOo MEMBERS SHALL BE THE TYPE NFED ON THE DRAWINGS
AND SHALL BE'TRUS-JOIST'AS MANUFACTURED BY TRUS-JOIST COMPANY.
ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. WEB BL@KING AND
BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER.
F. PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE
NOTED ON STRUCTURAL DRAWINGS, WOOD TRUSSES SHALL BE DESIGNED TO FULFILL
STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS
SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER.
8. GENEML:
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND
ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND
REQUIRED CONNECTIONS ARE CONTRACTOR'S COM PLETE RESPONSIBILITY.
C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER
ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS
AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON
ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR
SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF
HIS ITEMS.
D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. MISCELLANEOUS
EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER
AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36.
E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE
EARTH.
Project Application
Project Name:
Projecl Description:
Cdttact Person and Phone
Owner. Address and Phone:
Architect, Address and Phone:
Legal Description; Lot
Design Review Board
Date
DISAPPROVAL
08/21/gg 16:12 8$03 9604845
o
tr V SURVEYING qA oo1
FAX TRANSMITT.AL
DATE:
NT'UBER OF PAGES
TO FOLI{II{:
TO:
FROM:
REGARDING:
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If any of these fax copies are i11e9ib1e, or you do uots:me Dunber of page6 stated abowe, please contact usat 303/949-1405.
oRce 41199 Flwy. 6 &24
Eagle-Vail, CO 81620
uarune P"O. Box 1230
Ed'vards, CO 81632
ffoNE: $3€4$1i06Felc $984$9504
06 / 2l t9t I t: I t o:ior E{5 9501
(4'RO.R|)
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t,, *, * ,r, -;* orrr*r.r,
RECsou0 12'lg!;I
-li
IDATE:
LEGAL DESCRIPTION: LOI 4+ BIOCK 7 TiTiNg t3
ADDRESS:
OWNER PHONE
PHONE q41-5ZaARCHITECT
ZONE DISTRICT
PROPOSED USE
L - FAt'ttLY ft 9 r ?{r-lfi.at-
Allowed
Heisht (30) (ii)
Total GI^U,JA Z5'ft1^ n.,IYx '' ti1 r, L q2t; ,W
**LOT SrZE l.04 Ac8€3 = 95a,e2-.'l l+z
Brimeff-GRFA NA + 425. =-bM
SeFonr*ary GRFA NA +425=
Proposed
w_l=5-
fr1w
A-rLb
NANr/
Nj A
Existinqw
zrnb
24m
NA
tobh
ulL
@lM
Setbacks Front
Sides
Rear
Water Course Setback
Site Coverage ?o"/.
Landscaping
Retaining wall Heights
Parking
Garage Credit
Drive:
20t
15t
15'
(30) (s0)
1oao,5
3' /61
Reqrd
(300) (600) (900)(1200) NA
7", zE fi
NA
NA
NA
TotaI
Permitted Slope --.jUL Actual Slope NA
View Corridor Encroachment:
Envi ronment aL,/Haz ards :
Date approved by Town Engineer:
-NA--Yes No ??? NA
1) Flood Plain
2) Percent Slope
3) Geologic Hazardsa) Snow Avalanche AIAb) Rockfallc) Debris FLow4) Wetlands___-dA
Prevloug conditions of approval (check property file):NA
Does thls request involve a 250 Addition?
How much of the allowed 250 Addition is used with this request?
**Note: Under Sections L8.12.090(B) and 18.L3.080(B) of the Municipal
Code, lots zoned Two Family and Prinary/Secondary which are less than
151000 sq. ft. in area may not construct a second dwelling unit. The
Community Developnent Department may grant an exception to thisrestriction provided the applicant meets the criUeria set forth underSections L8.12.090(B) and 18.13.080(B) of the Municipal Code includingpermanently restricting the unit as a long-term rental unit for full-
time enployees of the Upper Eagle Valley.
1n
P.LEASE MAKE CHECKS
TOWN OF VAIL
D EPA RT;\{ E}iT OF CO JVl ;VII.JNITY D EVEL O P}IEN T .
s,\LES AC]lON FORI{
75 sp{TH FRoNTAGE ROADLt sor,oRrool) 81657
-r(thrl.{ oF |.F| r L
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1l: Ffi:49
Eeceipt * l?pi5:Rccounr.* CH#lp6?
UICTT'R HRRI| trOHFL0SCrl,{ ttRCH.\pEE p[, DEE FEE
Rnrount tendersd ) IF-l. get
Item paid Fhount paid
8186AA41331808
SIGN APPLICATION FEE.01 0000411r3
0t 0000 4l { l3 ADD]TION^I-; SIGNACE Fi,E ISI,OO ;'::R SO.IT,
VTC ART FROJECT DONAT]ON
PRE PAJD DFJIGN REVINV BOARD FEE
OI OOOO42412 I BUILDING-CONSTRUCTION PERMIT COMPUTER DI
0000 41010 TAX
0l 0000 42371 TNVESTTGATToN FEE (BUILDTNG)
l 0000 {1310 tcot,Dt'noNA|- usE pER\
0t 0co0.it330
ALTERAT'ION ILE5S THAI IOO
RIOR ALTERAT]ON II,ORETH
0t 0000 .r t 330 AL DEVELOP.\
SPECIAL DEVELOP}IENTr'I:!JO ISPECLAL DEVELOPI'TNT DIS lr.r.'r.rOR A:\'l E\D
{ t3j0 lsLEDtv'tslo:
.r I i30 ; vA RIn.NcE
CODE A"V E\
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catroN - TonN o8 \IAIL, coIoRADO
REC'D AUG 9DATE APPLICATION RECEIVED :
DATE OT DRB MEETTNG:
t*********
EEIS APPLICATION WILL NOI BE ACCEPIEDtn{trrr tr.t REQUr**o**t*To*T:LJroN rs sttBurrrED
I.PROTIECT INFORMATION:
A. DESCRIPTION:
o
NPPLT ,|995
B. TYPE OF REVIEW:
New Construction ($200.00)TA Addition ($50.00)
Minor Alteration (S20.00)
Conceptual Revj,, ,.r ($0)
c. ADDREsst 1bb h\bpr,f,uWlfitl fuAp,Vhll ^D. LEGAL DESCRIPTIoN: LoL &El- Block
Subdivision
If property is described bydescription, please provideattach to this application.
ZONING: PUN-AX
LOT AREA: If required, applicant
stamped survey showing lot area.
NAME OF APPLICANT:Mailing Address:
a tneets and bounds legalon a separate sheet and
'rUNq
E.
t.
G.
H.
I.
a current
NAME OFMailing APPLICANT' SAddress:
REPRESENTATIVE:
NAI'{E OF OhINERS:
*SIGNATIIRE (S) :Mailing Address:
K.
tht
n+>
FEE$ 20.00$ s0.00-
$100.00
$200.00
$400.00
$s00.00
J. Condomintum Approvat if applicabre. clt77 d'77'o+t3
DRB FEE| DRB fees, as shown above, are to be paid atthe tlne of submittal of DRB application. Later, whenapplylng for a building permit, please identify theaccurate valuation of the proposal . The Town of VaiIwill adjust the fee according to the table below, !oensure the correct fee is paid.
FEE SCHEDULE:
VALUATIONI 0 - $ 1o,ooo$ 10,001 - $ 50,000$50,001 -$ 150,000
$1501001 - $ 500,000
$500r 001 - $1,000,000$ Over $1,000r 000
* DESIGN REf,'IE9T BOARD APPROVAL EXFIRES ONE YEAR IFTER FINAIJ
APPRO\TAI. T'NI.ESS A BUII,DING PERMIT IS ISSSED AIID CONSTRUCTION IS
STAREED.
**NO APPLICATION IIILL BE PROCESSED WITEOUT OWITER'S SIGITATURE
1
II. PRE-APPLICATI MEETING:
In addition to neeting submittal requirements, theapplicant must stake and tape the pioject siti toindicate property lines, building ffnes and buildingcorners. AII trees to be removed must be taped. Al1site taplngs.and staking must be completed piio. to theDRB site visit. The applicant must ensure Lhat stakingdone during the winter is not burled by snow.
The revie$r process for NEW BUILDINGS normally requirestwo separate meetings of the Design Revl.ew S6ard: aconceptual approval and a final approval . Applicantsshould plan _on presenting their dLvelopment iioposal ata ml.nimum of two meetings before obtaiiring finaiapproval .
Applicants who fail to appear before the Design ReviewBoard on their scheduled meeting date and who have not,asked in advance that discussion on their item bepostponed, will have their iterns removed fron the DRBdocket until such time as the item has beenrepublished.
The following items may, at the discretion of thezoning administrator, be approved by the CornnunityDevelopment Department staff (i.e. I formal heariirgbefore the DRB may not be reguired):
a. w11d9wsr skylights and similar exterior changeswhich do not alter the existing plane of thebuilding; and
b. BuiJ.ding addition.proposals not vislble from anyother lot or public space. At the time such aproposal is submitted, applicants must includeLetters from adjacent property owners and/or fromthe agent for or manager of any adjacentcondominium association stating the associationapproves of the addition.
If a property is located in a mapped hazard area (i.e.anow avalanche, rockfall, flood plain, debris flow,wetland, etc) r a hazard study must be submitted and theowner must sign an affidavit recognizJ.ng the hazardreport prlor. to the issuance of a building permit.Applicants are encouraged to check with a-T-own plannerplig-r to DRB application to determine the relationshipof the property to aII mapped hazards.
For all resldential construction:
a. Clearly indicate on the floor plans the insideface of the exterior structural walls of thebuilding,' andb. Indicate with a dashed line on the site plan afour foot distance from the exterior face of thebuilding walJ.s or supporting columns,
If DRB approves the apptication with conditions ormodifications, all conditions of approval nust beresolved prior to Town issuance of a buiLding perrnit.
A pre-?pplication.meeting with a rnember of the planningstaff is. strongly encouraged to determine if any additionalapplication information is needed. It is the aiplicantrsresponsibillty to make an appointment wlth the ilaff todetermine if there are additional submittar reguiiements.Please note that a coMpLETe apprication wilL st'reamrine theapproval process for your project.
tl
I:
III.
A.
B.
c.
D.
E.
F.
G.
NAI.{E OF PROJECT:
LEGAL DESCRIPTION: LOT-
STREET ADDRESS:
DESCRIPTION OF PRO.]ECT:
LIST OF I{ATERIALS
SUBDIVISION
A.
The following information isReview Board before a final
BUILDING TIIATERIAI,S :
Roof
Siding
Other wall Materials
Fascia
Soffits
Windows
llindow Trim
Doors
Door Trirn
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Other
LANDSCAPING: NAme Of
PLANT MATERIALS:
PROPOSED TREES
for submittal to the Designcan be given:
I{ATERIAL COTOR
required
approval
rvds or
W@t"
B.
Common Name Ouantitv Size*
EXISTING TREES TO @N a A',a'"Wmil
*Indicate caliper for deciduous trees. Minimum caliper for
deciduous trees is 2 inches. Indicate height for coniferous
one:
trees. Minimum heiqht for coniferous trees is 6 feet.
PLANT MATERITI:
PROPOSED SHRUBS
Botanical Name
//A
ouantitv 'Sizet.
.-
EXISTING SHRUBS
TO BE REMOVED
*Indicate size5 qallon.of proposed shrubs.
Tvpe
/V0Ne
Minl-mun size of shrubs is
Square Footaqe
GROUND CO\IERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
C. LANDSCAPE LIGHTING: If exterior lighting is proposed, please
show the nurnber of fixtures and locations on a separatelighting plan. Identify each fixture from the lighting plan
on the list below and provide the wattage, height abovegrade and tlpe of light proposed.
OTHER LANDSCAPE FEATITRES (retaining walls, fences, swinningpools, etc.) Please specify. Indicate heights of retainingwalls. Maximum height of walls within the front setback is3 feet. Maximum height of walls elsewhere on the propert,yis 6 feet.
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PREPARED BY: fua.u (/a,fi.t^ DArE: 4/z/22
VENDoRNUMBER: dA-< eZ{
||.")NAME OF JOB: L/aZla--^t- g
ACCOUNTNUMBER OIOOOO22OO2
AMOUNT OF REFUND, 4*SZ A)
DArE APPRoVED, 2o ALI - ? 6
The ltens below need toglvlngapernltaflnal
Please check off io the
FINAL PLMAING
l* rNsPEcrroN's .'MPLETED
be couplete before
Cof0.
box provlded.
DATE:
I
u FINAL UECHANICAJ,
DATE:
FINAL ELECTRICAL
DATE!
tl
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tl
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FINAI BUILDINC EAST SIDE!IfEST SIDE:
DATE!
TEMPORARY C OF O
DATE:tl CERTIFICATE OF OCCI'PANCY
DATEIlI,AIIDSCAPINC DI'E
DATE:
zWcs<Y
a
PE
'-t
OF PROJECT
JOB INAME.
INSPECTION:MQN:'WED THUR FRI
INS
i
CTION REQUEST
TOWN OF VAILPERMIT
DATE
UMBER
t&t I
N
I
CALLER
TUES AM (eMREADY FOR
LOCATION:
BUILDING:
R FOOTTNGS / SrEEL
PL
n
tr
tr
o
o
o
tr
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
BOUGH / WATERtr FRAMING
r_r ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr
tr
SHEETROCK NAIL
tr FINAL D FINAL
ELECTRICAL:MECHANICAL:
tr
tr
tr
tr
TEMP. POWER tr
o
n
tr
HEATING
ROUGH EXHAUST HOODS
coNburl *SUPPLY AIR
tr FINAL D FINAL
{epae'veo
ORRECTIONS:
tr DISAPPROVED D REINSPECTION REOUIRED
DATE / /'' a INSPECTOR
hffi$oP
I,/\
CTION
TowN oF
i.,
SPE
it
REQUEST
VAIL
INSPECTION:
CALLER
JUES.
L' r'l*ED C-rHUts_ON r=-!M
t
READY FOR
LOCATION:
PERMIT NUMBEB OF PRqJECT/1 i+'A i'",
DATE ",' .,'il / -'JOB NAME
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
o
tr
tr
tr
UMBING:
s
tr
tr
tr
tr
tr
o
FOUNDATION / STEEL Fll"-
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERFRAMING
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION
SHEETROCK
POOL / H. TUB
NAIL
FINAL
o
tr FINAL
ELECTRICAL:
E TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
o
ROUGH o
D
tr
EXHAUST HOODS
I
CONDUIT SUPPLY AIR
D FINAL O FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED REINSPECTION REQUIRED
DATE INSPECTOR
PERMIT NUMBER OF PROJECT
r-.
r-v
INSPECTIONTOWN OF
REOUE.qTVAIL '?. .
JOB NAME
CALLER
(@FRIREADY FOR
LOCATION:
tr APPROVED
CORRECTIONS:
)51'ii TUES WEDIM
tr DISAPPROVED tr REINSPECTION REQUIRED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr HOUGH / D.W.V.
tr ROUGH / WATER
' ' (c'rtr
NFOUNDATTON / STEE
tr FRAMING
rr ROOF & SHEER" PLYWOOD NAILING
tr INSULATION
-
tr SHEETROCK NAIL
-l
tr FINAL
tr GAS PIPING
tr POOL / H, TUB
tr
tr
tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
Itr CONDUIT O SUPPLY AIR
trtr
tr FINAL tr FINAL
INSPECTOR
il
f
,
vail, Coloado
Denver, Colorudo
Monroe & Newell
Engineers, Inc.
September 30, 1,993
Mr. Thomas Webber
The Great Divide Construction
P0 Box 2574Vaif, CO 8l-558
Re: WoIIard Remodet (M&N #2L43')
Gentlemen:
We have receiwed the soils report for the Wollard Remodel at
2550 Bald Mountain Road, VaiI, CO. In the initial design, we
assumed 2000 psf allowable bearing pressure. The soj-1s repolt
(number 93665G by Intermountain Englneering Ltd.) shows the
al1owable bearing to be 1000 psf. The isolated footings to
support the deck are acceptable at this bearing pressure- The
continuous foot.ing vtas poured at 18" wide and doweled into the
existing continuous footing and the existing 2'-0 x 2'-0
isolated foot.ing. This area is sufficient to distribute the
load at a bearing pressure of 1000 psf.
If you have any questions or conments, please call.
Very truly yours,
Claire Jacobi
fOO48 E. Beaver Creek Blvd. o Suite 3Ol r p. O. Box 1597 . Avon, Colorado 81620 c (3Or 949-7768 I FAX (303) 949-4054
ii.'
i
f;rrr*"t-Mountain
At--srineerintgLtd-
September 30, 1993
Mr. Thomas webber
Great Divide Construction, Inc.
Bot<. 257 4vail, co 81658
RE: open Hole Soils Investigationf,ot ga, Resubdivision of Lot 27, B]-ock 2
vait Village Filing No. 13
(2550 Bald Mountain Road)
iown of VaiI, Eagle county' Colorado
Project No. 93665G
Dear Webb:
At your request on september 23rd and 24th, 1993 we visited the
excavation site ior tie proposed addition it ZSSO Bold Mountain
Road in the Town of vairr'na-gte county, colorado for an open hole
inspection.
The excavation consisted of several holes for footing pads and-two
trenches for "otttiroous footings. The excavation was located at
the south and east side of the -existing building'
AIl of the holes for the footing pads were excavated shallow on the
order of 2-3 teet, and they alf- iad large .boulders protruding il!"
ttre nottour and sides of the holes. The loil matrix surrounding the
boulders consisted of brown clayey SAND, to gravelly SAND'
The soil exposed. in the f,ooting trenches adjacent to the southwest
""itt"r-ot ihe Uuifaing excav"fion consisted of sandy topsoil.
Following the first site visit it was recommended that the boulders
be removed fron the holes and the depth be increased as i nininun
below the frost aeptrr (48 inches). - It was also recourmended to
remove the topsoil frorn the trenches-
During the second site visit it was observed that the
recornnendations were inplemented, with the excepti-on of the topsoil
at the southwest ""t""i, adjacenli to the existing house' That part
of the trench was to be-bridged, based on reconmendations froro your
structural engineer.
SoiI samples were taken and tested in our laboratory for rnoisture
content, swell-consolidation, maximum density and grain-size
Box No. 978 . Avon, Colorado 81620' 949'5072 Denver 893-1531
1420 Vance Street . Lakewood, Colorado 80215 ' Phone: 232-0158
Mr. Thonas Webber
Page Tsto
Septenber 30, 1993
analysis.1 and 2.
summary of the test results are shown on figure numbers
At your request, due to the excavation difficulties, there was no
bel-ow footing elevation investigation performed'
The proposed addition should be founded on conventional type spread
tooiingi and pads, designed for a maximun allowable bearing
pressure of 1000 psf
The footing excavations should be relatively smooth, free of
debris, orglnics, Ioose soil, frost, and standing-water' Any over-
excavationi should be lactciitted and compacted to 10O percent
within 2 percent of optirnum moisture as deterrnined by a standard
Proctor Test (ASTM-698).
After aLl of the final grading is completed, the botton of the
footings should be covere-d with a minimum of 48 inches of backfill
for frost protection.
Voids left by the rernoval of cobbles in the bottour of the footing
excavation siould be filted with lean concrete or a granular soil
"itt i rnaxirnurn particle size of 3 inches compacted to 100 percent
of standard Pr-octor density (ASTM D-698) within 2 percent of
optinum moisture.
All excavations made for the foundations must be properly
backfilted with suitable naterial conpacted to a minimurn of 95
percent of the naximum standard Proctor density (AsTl't D-698). The-on-site soils exclusive of topsoil and organics are suitable for
use as backfill. Due to the high content of cobbles an4 boulders'
it wiII be necessary to screen 6ut the larger rgcks.prio_r to_using
this material as bickfill. Before the backfill is placed, all-
water and loose debris should be removed from these excavations.
Prior to the construction of concrete floors, the undisturbed
subgrade should be proof conpacted with a loaded rubber-tired
Ioaier to a uniforrn high densi€y. Special care should be taken in
areas where underground utilities have been installed'
The floor slabs should be reinforced, and joints should be provided
at the junctions of the slab and the foundation walls, so ttrat a
small a-mount of independent movement can occur without causing
damage. The slabs should be scored in accordance with the American
conciete Instituters recommendations to control cracking'
A granular ruat (-3l4 inch gravet, with less than 5 perc-ent pas:.r{tg
llol 200 sieve)'should be provided below the floor slabs. This
should be a minimum of four inches in thickness and cornpacted. The
Mr. Thomas Webber
Page Three
september 30, 1993
purpose of this granular mat is to provide a capillary break
between the subgrade and the slab.
while no ground water was encountered at the tine the field
investigation was conducted, it is possible that seasonal
variations will cause fluctuations, or for a water table to be
present in the uPPer soils during the spring months, or after a
lrolonged period bi rain. a foundition perineter drain as detailed
on figure Uo. f is recorn:nended to reduce the risk of surface water
infiltrating the footing subsoils.
The foundation should be well reinforced and rigid enough to
withstand differential settlements. Foundation walls retaining
earth should be designed to resist an equivalent fluid pressure-of
45 pcf for an ilactiven case assuming a level drained backfill
condition.
When moist soils are encountered in the excavation, the ground
surface in crawl space areas should be covered with an. impervious
noisture barrier s-ea1ed against the footinqs. This will help to
reduce hunidity in the crawl space area.
The backfill placed around the foundation walls nust not settle
ifter conpletion of construction and the top one foot of the
backfill rnaterial must be relatively impervious. The on-site
soils, exclusive of topsoil and orgtanics, are suitable for use as
backfill. Cobbles and boulders, should be screened out prior to
using this naterial as backfill.
Backfill should be moistened or dried to near its optirnurn moisture
content and cornpacted to at least 90 percent of the maximum
standard Proctor density. Structural backfill should be compacted
to at least 95 percent bt tne maximum standard Proctor density.
Surface water running toward the structure from upslope areas
should be diverted around and away from the building by means of
drainage swales or other similar measures.
The final grade should have a positive slope away fron .thefoundation wllls on all sides. A minirnum of 12 inches in the first
1O feet is recommended. Downspouts and sill cocks should discharge
into splash blocks that extend beyond the lirnits of the backfill.
The use of long downspout extensions in place of splash blocks is
advisable.
Do not install sprinkler systems next to foundation wal}s, porches
or patio slabs. If sprinkler systems are installed, the sprinkler
heads should be placed so that the spray from the heads, under full
Mr. Thomas webber
Page Four
September 3O, 1993
pressure, does not fall within five feet of foundati-o-n -walls,porches or patio slabs. Laltn irrigation must be controlled.
If the future owners desire to plant next to foundation wallst
porches or patio slabs, and arJ willing to assume the risk of-structural dfunage, etc,, then it is advisable to plant only flowers
and shrubbery i"b fawril of varieties that require very little
moisture. tlies6 flowers and shrubs should be hand watered only.
The recommendations provided herein are based on experience in- the
area and from the -on-site field exploration. The information
obtained from the field exploration and laboratory testing reflects
subsurface conditions onfy at the specific locations at the
particular times designated. Subsurface conditions at other
iocations and tirnes rnay differ from the conditions at these
locations. If during construction conditions appear t9 P"different, this office should be advised so re-evaluation of the
recommendations may be nade.
This report has been prepared for the exclusive use of Great Divide
Construttion, Inc., ior- the specific application to the proposed
residence aadition to be located on Lot 34, Resubdivision of Lot
27, Block 2, VaiI Village Filing No. 3. Eagle County, Colorado'
The findings and recommendations of this report have been prepared
in accordince with tocally accepted professional engineering
standards for sirnilar condiCions a€ this tirne. There is no other
warranty, either expressed or implied.
Sincerely,
INTER.MOT'NTAIN ET,IGINEER.ING' LTD.
9,".Z-l-,at
Luiza Petrovska,Project Engineer
Reviewed by:
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SWELL - CONSOLIDAT]CJN TEST RESULTS @tu
PRO.'tcr No
?roposed Resldence Addition
Resubdivislon qf Lot 27, BlockVall Vlllage Flllng No. 13of Vail, Eagle County, Colorado
Prepared for
GreaE Divide Constructlon
34,
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FOUNOATIONV/ALL --
Eq-LYEJHE LENE MOISTUR E JqAtts* GLUED ro FouNDAloN
5?tu88 E #RE.?[' 9€tf ''"IMPERVIOUS FILL. SLOPEAWAY FROM BUILOING.
MTNUMUM oF 6"oF3/4 INCH. GRAVEL
DETAIL.OF PERTPHERALFOR FOOTING TYPE DRAIN SYSTEM
FOUNDAT]ON
l_'Ftgure .
Proposed Resldence Addition
Lol 34, Resubdlvlston of Lot
Vai1 Vl-l1age Flllng No. 13
fown of Vail, Eagle County,
?repared for
Great Divlde ConsBrucBlon
Itrree_..-_-
27, BLock 2
Colorado
GEOTEXTILE( MIRAFI I4ONEAUIVILANT )
.-
$:J ii,-:&T"'f "fiP^r,i,',r,P I'F' ?u,,. PER FOOT TO SEWER LAfERAL'S-UEORAIN
.,SUMP PUMP OR DAYLTGHTED.
,t'r 4 st rNs
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PE CTION REQUESTTOWN OF VAIL
ttt
EINSPECTION REQUIRED
PERMIT NUMBER OF
/DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
-L-., 1
CALLER
IUtrD URITHD'',..jWE i FRI
-,i
tr APPROVED
CORRECTIONS:
P6rsnppnoveo
.BUILDING:PLUMBING:
tr UNDERGHOUND
O ROUGH i D,W,V.
tr ROUGH / WATER
D FOOTINGS / STEEL
D FOUNDATION / STEE-
_ ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION D POOL / H. TUB
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Proiect Name:
Project Description:
Contact Person and
Owner, Address and Phone:
Architect, Address and Phone:
LesarDescription,r-ot 39 , Brocr -A . riring V / t3 fft , zo""
Comments:
Design Review Board
Date
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APPROVAL D ISAPPROVAL
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FINAL PLUMBING
FINAL MECHANICAL
DATE:
FINAL ELECTRICAL
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CERTIFICATE OF OCCUPANCY
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EXHAUST HOODS
tr CONDUIT SUPPLY AIR
tr
tr FINAL FINAL
.{} APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
,T--., t " ,.
DATE INSPECTOR
INSPECTION REQUEST
TOWN OF VAILPEBMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:\ -,MON
CALLER
TUES WED THUR FRI PM.
BU
ol
tr1
tr
_lLJ
cl
Nr
d
ILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER tr GAS PIPINGPLYWOOD NAILING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr ilt{AL tr FINAL
PPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
':\Xt> t
PERMIT NUMBER OF PROJECT
,*rt"toN REQUEST
VAIL
DATE
READY FOR
LOCATION:
JOB NAME
CALLER /i,t,.
TNSPECTIoN: MoN ruES wED rHUR 6D ---------L,!E pi,r
hppnoveo .a9'l.tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
TOWN OF
BU!LDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr
tr
tr
tr
tr
tr
n
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
r-1 ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n
tr FINAL tr FINAL
ELECTRICAL:
E TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
r'l
tr SUPPLY AIR
tr
drrruel tr FINAL
DATE INSPECTOR
i:-.' ,: '
-,l'\')'\= i U
PERMIT NUMBER OF PROJECT
,*rt"noN REQUEsTTOWN OF VAIL !
,/.
CALLER
TUES WEDREADY FOR
LOCATION:
INSPECTION:
'-l . \ .l | /'' ); / 7,t,
,t/li:a:lV'YDATE rrj"l /d! JoBNAME
THUR
BUILDING:
tr FOOTINGS / STEEL
PLUTTIBING:
tr UNDERGROUND -
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
rr ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
/rtrunL ,/' ,.:
ELE
o1
DF
trC
E
MECHANICAL:
TEMP. POWER O HEATING
ROUGH tr EXHAUST HOODS
CONDUIT O SUPPLY AIR
E FINAL tr FINAL
.PaPPRovED
zconREcttotts,
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
Project Application
/a-/J-79
Proiect Nam€:
Project Description:
Owner Address and Phone:
Architect Address and Phone:
Zoning Approved:
Design Review Board
' Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Chief Building Oflicial
Tota'l GRFA = 4,667 sf
r,\ft Tota'l Remaining GRFA = 1,333 sfl\1, I - 3Ct
.q3")
Lot 34, Resub Lot 27, Block 2, Vail Vil'lage l3th
Zone: Duplex
Lot Area: 45,000
GRFA Allowed: 6,000
GRFA Al1owed per unit: 3,000 (assuming 50/50 split of GRFA)
Unjt I Existing GRFA = 2,555 sf (includes deductions of 199 sq ft credit for storage
and '17 sq ft credit for mechanical area)
Remaining GRFA = 445 sf (assuming 501 GRFA/unit)
Unit 2 Existing GRFA = 2,112 sf (includes deductions of 132 sf credit for
storage )
Remaining GRFA = 888 sf (assurning 50[ GRFA/unit)
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box 100
vail. colorado 81657
(303) 476-5613
October 8, 1979
department of community development
John l,ltreeler
Wheeler Piper Architects
Box 3l-29Vail, CO 81657
Re: Russell Anderson Duplex Revision
Dear John :
Based on your revised plans, I have calculated an addltlonal
square footage of 580 square feet. This results ln a total
GRFA for the Duplex of 41309 square feet, which is stil1 well
under the 6,000 square feet.
As we dlscussed there will be an additional assessment for the
Recreatioa Fee only. Thl-s assessment is 580 X .15 or $87. Could
you please submit this to me at your conven ience.
I have also enclosed a DRB approval sheet which indicates the
approval of the revised colors as submitted.
Sincerel-v..l:1 ./j'l
,- fu.o-z,U. 1/J,"1
Ja{ies A. Rubin
ZonLng Adninistrat"rGr/,,
JAR: caJ
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DATE OF MEEiING:
IIEMBERS PRESENT:
SU&IECA:
-lffi 0
BILL RUOFF -
{otLPiursPr/
''/.BILL BISHOP -
RON TODD -.-.
ABE SHAPIRO --
Anderson Duplex
,BLocK 2 ,FrLResu6--FdF27
Sl-lAPtAo sEcoNDED nv: BtsHrfZ
AGAINST:
ABSTENTION:
w 13th
AqTION TAKEN
uo(IrcN
VOTE:
BY BOARD:
APPROVED:
DISAPPROVED:
SUMMARY:
SINGLE FAMILY RESIDENTIAL AND RESIDENTIAL ZONING CHECKLIST
Legal
Orner:
Descri-ption:.4+
Arehitect:
A PEsrrB, o? Ldf 27
,S
Aetual 2A ?(.
IIL , sides€164 ,w- lb ,Rear
Actual
14(
Required
Area
Area
Area
x % = @_ Aetvr 3?21
--
= /_lz_
= OtL-
,1 . /,, /
Parking: Required )Actual ZAv<reA, 2-utiAol.q t'c/
Drlve: Slope Permitted EfZ
Parklng and Drives Must Be Paved
Environmental/Hazard: Avalanche .//6.2/e
Flood Plain - , fu',,
Slope
Distance From Creek
Trees Removed
Comments:
Zone Distrlct : @O_ Profosed. use: fr & ?/./Lot Areat !\m)M3nus Hazard Area:
Eeight:
Setbacks:Required - Front
Actual - Front
Distance Between BuiJ.dings :
G.B.F.A. Allowed: Buildable
Site Coverage: Allowed - Lot
I-,andscaping: Required - Lot
Equals Build.able Area: d-6,C(nh
zOt * c2 , Sides 10' +4,.( ,near2o' +4,{
Date
Zoning Approval;
i:
r'i r. fl'iirr It.l i- .l..[' I!f
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VAIL WATER AND SANITATION DISTRICT
WATER AND SEWER TAP PERMIT
TAP PERMIT WILL T BE ISSUED UNTTL-TAP FEES HAVE PAID IN FULL.
NAME OF JOB
LOCATIOIV AND LE
GENERAL CONTRACTOR
PLUMBING OR MECHANICAL CONTRACTOR
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f<rf.1o'*'ing t)re con'1:l:etiorl, of cctilstruction of a
col:i;.:c'cjaf s,rr.ulti.i.t,-ti,J-ni":u=:..i shal!-1 perfor':rr a Phys:iceL in-
$prli:t:io:r of a:l]';;i;i::: ::-.0*tui""itre 'ihe ilu::l:cl' of poin'cs tc
be. as.';.';::s;co acco:<jiirg to -tire lraiei' and Sr'i;e:r T::o lee' e:rd P'ate
Sc?:btl:rt.:, *o o*i..i.,..1.,ii-."a '.f* ii}'"ici shril- :ralils any '-rc!jus'{:tsi:ts
treees3:iri, in the origill] t*p ili.i:;il,^-jitiu it''"iect"ioa shall-
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Bob-r'd of Di::ectols ': -tlii\Ii';-:;; - a;ni';1: o1 Dis*i ct
aa
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PermltNo' oloo{
lown
EXCAVATING CONTRACTOR
SIZE OF TAp: Warer
t tn Nrt
2J t ll| ,, Lll,. tr.l,.
Z /"=- sewer 4 - Meterstzo't /?<NUMBER oF uNlrs a. / zb (x$60o.@) =Am ount ?g n{DetaRltla'{
-
Ltc. NO.
uc. No.
DateBllled
Date Paid ,/
. ;..
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
rNSSnoN REeuEsr
THUR FRI?<-c)
CALLER
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGBOUND
tr ROUGH / D.W,V.
D ROUGH / WATER
tr FOUNDATION / STEEL
D FRAMING
INSULATION O GAS PIPING
tr SHEETROCK NAIL O POOL / H. TUB
D FINAL tr FINAL
EL
tr
tr
n
tr
ECTRICAL:
TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
B APPROVED
CORRECTIONS:
D DISAPPROVED tr REINSPECTION REQUIRED
INSPECTORDATE
rNstTroN REeuEtir..
THUR FRI
v4rL
DATE
READY FOR INSPECTION:
LOCATION:
JOB NAME
MON
" LJ: t
CALLER
WED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr
tr
tr
tr
FRAMING
INSULATION
SHEETROCK
tr GAS PIPING
NAIL,tr POOL / H. TUB
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
E] HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
o FINAL
PROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
DATE
READY FOR INSP
LOCATION:
JOB NAME
CALLER
ON: MO ESECTI
9,55o
,tNs GTION REQUEST
TOWN OF VAIL
-----@ PMFRUR
I] APPROVED
GORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
BUILDING:PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
FRAMING tr ROUGH/WATER
tr INSULATION
-
tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
trtr
tr FINAL tr FINAL
ELECTRIGAL:MECHANICAL:
tr TEMP, POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
trtr
tr FINAL tr FINAL
DATE INSPECTOR
TOWN VAIL
,,,.7i'.,t 1
no
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLEB
TUES WED PM
') i74'! (.
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
fI ROUGH / WATER
tr FOUNDATION / STEEL
tr
tr
tr
tr
FRAMING
INSULATION
SHEETBOCK
tr GAS PIPING
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
FINAL
tr
tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
,'/
DATE INSPECTOR
rNsStoN 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
EI FOUNDATION / STEE_
tr FRAMING
D
tr
tr
INSULATION tr GAS PIPING
SHEETROCK NAIL tr POOL / H. TUB
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANIGAL:
E HEATING
tr ROUGH D
tr
D
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
tr FINAL E FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED D REINSPECTION REQUIRED
DATE INSPECTOR
rNsSrroN REeuEsr
TOWN OF VAIL
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUESREADY FOR
LOCATION:
WED THUR FRI AM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH /WATEB
tr FOUNDATION / STEEL
tr FBAMING
tr INSULATION tr GAS PIPING
tr
E
SHEETROCK NAIL O POOL / H. TUB
tr FINAL tr FINAL
ELECTRICAL:M
tr
tr
tr
tr
ECHANICAL:
tr
tr
tr
tr
TEMP. POWER HEATING
ROUGH EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
APPROVED O DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
CALLER
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON TUES WED FRI
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND
-
tr FOUNDATION / STEEL tr BOUGH / D.W.V.
EJA*ffiNG I1 ROUGH / WATER
tr INSULATION
-
T] GAS PIPING
tr SHEETROCK NAIL tr POOL/ H. TUB
nf1
T] FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
Etr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
{T.DISA,EPROVED tr REINSPECTION REQUIRED
',,",' .-}.
INSPECTOR
rNstrroN REeuEsr
TOWN OF VAIL
DATE JOB NAME
CALLER
INSPECTION: MON TUES WED THUR FRIREADY FOR
LOCATION:
AM PM
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
D
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr
tr
FRAMING
INSULATION GAS PIPING
tr SHEETROCK NAIL POOL i H. TUB
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
O HEATING
tr ROUGH tr
tr
o
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
,*rl"roN REeuESr
TOWN OF VAIL
DATE l,t .t -1 JOB NAME
CALLER
TUES WEDREADY FOR
LOCATION:
MON
o...i t,lr ,( ,.r
BUILDING:
tr FOOTINGS / STEEL
PLUMBlNG:
tr UNDERGROUND
tr FOUNDATION / STEEL a-H6Gn / D.w.v.
tr FRAMING tr ROUGH / WATER
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL E POOL / H. TUB
tr tr
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
O*PPh6VED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
I
DATE
READY FOR INSPECTION:
LOCATION:
JOB NAME
MON
CALLER
TUES
TION REOUEST
TOWN OF VAIL
wED (r#uh !" ,,6)
) "),
,/"r) '
BUILDING:
tr EOOTTNGS
(rouruonrr
tr FRAMING
/ STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
oN / STEEL .*<_-
tr
tr
tr
INSULATION tr GAS PIPING
SHEETROCK NAIL tr POOL / H. TUB
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr
tr
tr
ROUGH tr
tr
tr
EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
OVED E DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
DATE q ,/2.,/-i?
TOWN OF VAIL/\l
JOB NAME ,i "'..-.-trt V1,r- l.-ru-lL:'-tV:
.n..'-.r','
CALLER i.lr\-) ' itil l\,'rf
READY FOR
LOCATION:
INSPECTION:
L?:-)
TUES weo ( trun,) rnt ^M@
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
D
UMBING:
N FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr
tr
FRAMING
INSULATION GAS PIPING
tr SHEETROCK NAIL POOL / H. TUB
tr FINAL O FINAL
ELECTUc,'t-
s-reup. PowER
MECHANICAL:
HEATTNG
)
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
OVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR'
DATE
READY FOR INSPECTION:
LOCATION:
JOB NAME
MON TUES-)
tNstbnoN REeuEsr
tr REINSPECTION REQUIRED
PMAM
APPROVED
CORRECTIONS:
tr DISAPPROVED
BUILDING:PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
FOOTINGS / STEEL
D
tr
o
tr
tr
u
FOUNDATION / STEEL
FRAMING
INSULATION
SHEETROCK
tr GAS PIPING
NAIL tr
n
D
POOL i H. TUB
FINAL FINAL
EL
tr
tr
tr
tr
ECTRICAL:
TEMP. POWER
MECHANICAL:
tr HEATING
BOUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
INSPECTOR
' .. ., rsn.ar, j..r rt,?,irlli.r
JOB NAME
CALLER
CTION REQUEQI
TOWN OF IVAIL \
--€)
PMREADY FOR
LocRrtoru,
INSPECTION:ES THUR FRI
tr FOUNDATION / STEEL
PLUIIBING:
tr UNDERGROUND
r] ROUGH / D.W.V.
tr ROUGH/WATEBtr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL
-
tr POOL/ H. TUB
tr FINAL
tr HEATING
tr EXHAUST HOODS
tr CONDUIT r] SUPPLY AIR
tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
/') / , / .,,, tl, / /,. / / /J \//,QA.fl t,'/ t /, / z' '7-,r L INSPECTOR'/
\,-
oor, 7'6'P JoB NAME
INSPECTION:
rr.rslcnoN REeuEsr
tr REINSPECTION REQUIRED
READY FOR
LOCATION:Rsa ])rPN
/44H
tr APPROVED
CORRECTIONS:
tr DISAPPROVED
, iot':/ o,t7l.ti*{.,
',.,i.,',t t,."F
BUILDlNG:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
tr FOUNDATION i STEEL
tr FRAMING
tr INSULATION
E SHEETROCK
D GAS PIPING
D POOL / H. TUB
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
B FINAL
INSPECTOR
I ,*rl"roN REeuEsr
DATE
READY FOR
LOCATION:
JOB NAME
INSPECTION:
CALLER
TUES 16^)r^,\-r--ZfD
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEE-
tr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
tr FINAL D FINAL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
APPROVED
CORRECTIONS:
&DISAPPROVEDL'''1 /.4.4'-i REINSPECTION REO
.1
oor, (')",s't''INSPECTOR
rrrrslcrtoN REeuEsr
TOWN,'OF VAIL
THUR } FRI
DATE
READY FOR
LOCATION:
JOB NAME
CALLER
INSPECTION:ESrU: t..i ' :li:-;
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
tr
POOL / H. TUB
tr
tr FINAL B FINAL
ELECTRICAL:
d MECHANICAL:
tr TEMP. POWEB tr HEATING
tr ROUGH tr EXHAUST HOODS
tr
tr
CONDUIT tr
tr
SUPPLY AIR
FINAL D FINAL
AppRoveo tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
DATE
") -- 7 -'- tuo INSPECTOR
,*11616r.r 'neeuesr
TOWN OF VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES wED THUR (' FRI AM <,PM
BUILDING:
E FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEE-
tr
tr
tr
tr
tr
tr
tr
UNDERGROUND
ROUGH / D.W,V.
ROUGH / WATERtr
tr
FRAMING
INSULATION GAS PIPING
C}-ST{EETR OCK NAIL POOL / H. TUB
tr
FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr
tr
tr
E
HEATING
tr
tr
tr
ROUGH EXHAUST HOODS
CONDUIT SUPPLY AIR
O FINAL tr FINAL
OVED o.DTSAPPRoVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
t
DATE
READY FOR
LOCATION:
rruslcrroN REeuEsr
TOWN OF VAIL
JOB NAME
CALLER
INSPECTION: MON TUES WED THUR FRI AM PM
BU
trl
trl
trl
trl
trl
tr
ILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
INSULATION tr GAS PIPING
SHEETROCK NAIL tr POOL / H. TUB
tr FINAL tr FINAL
ELE
trT
OF
trc
tr_
GTRICAL:MECHANICAL:
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
T] FINAL O FINAL
tr APPROVEO
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR