HomeMy WebLinkAboutVAIL DAS SCHONE FILING 3 LOT 3 SAFEWAY 2007 DRB LEGALProject Name:SAFEWAY ADDmON
Project Description:
Design Review Board
ACTION FORM
Department ofCommun ity Developme nt
75South Fron tage Road,Vail,Colorado 81657
te l:970.479 .2139 fax :970.479 .2452
web :www .vailgov.com
DRB Number:DRB070689
FINAL APPROVAL FOR SAFEWAY TENANT IMPROVEMENTS/EXPANSION OFEXISTING STORE
Participants:
OWNER SAFEWAY STORES 46INC 12/04/2007
1371 OAKLAND BLVD200
WALNlJf CREEK
CA94596-4349
APPUCANT PETERSON STAGGS ARCHITECTS 12/04/2007 Phone:208-345-1462
TODD POIRER
5200W.STATE ST.
BOISE
1083703
Project Address:2171N FRONTAGE RDWESTVAIL Location:SAFEWAY STORE
LegalDescription:Lot:3Block:Subdivision:VAILDAS SCHONE FIL3
Parcel Number:2103-114-1501-1
Comments:SEE CONDmONS
BOARD/STAFFACTION
Motion By:Gillette
Second By:DuBois
Vote:5-0-0
Conditions:
Action:APPROVED
Date of Approval:01/21/2008
Cond:8
(PLAN):Nochangestotheseplansmay be made without the written consentofTownof
Vail staff and/or the appropriate review committee(s).
Entry:12/20/2007 By:RLF Action:COND 1.The applicant shallbreakup
themasses of sidingonthefacade of thebuilding.
2.The applicant shallprovidea minimum of four additional approvedwall
sconcesontheeasternfacadeofthebuilding.
3.The applicant shallutilizeawoodtrellisatthe center entrancetothe
building .
4.The applicant shallprovidelandscapinginthe front that is
comparabletoexistinglandscaping,includingatleastasmanyaspensand
other nativespeciesasexisting,of thesameorlarger height thanthe
existingtrees.
5.Thisapprovaldoesnot constitute approvalforanysignage.
6.The applicant shallutilizea different materialonthelowerportion of
thefacadeatthepublicentrancestothebuilding.
Cond:O
(PLAN):DRBapprovaldoesnot constitute a permit forbUilding.Pleaseconsultwith
Town of VailBuildingpersonnelprior to construction activ ities.
Cond:201
DRBapprovalshallnotbecomevalid for 20 days following thedate of approval,
pursuant totheVailTownCode,Chapter 12-3-3:APPEALS.
Cond:202
Approvalofth is project shalllapseandbecomevoidone (1)year following thedate
offinalapproval,unlessabuilding permit isissuedand construction iscommenced
andis diligently pursued toward completion .
Planner:RACHEL FRIEDE DRBFeePaid:$300.00
Additions-Residential or Commercial
Application forDesign Review
Department ofCommunity Development
75SouthFrontageRoad,Vail,COlorado 81657
tel :970.479.2128 fax:970.479.2452
web :www .vailgov.com JP
General Information:
Allprojectsrequiring designreviewm ust receiveapprovalpriortosubmitting abUilding permitapplication.Pleaserefer
the submittal requirements for the particular approva l thatis requested.Anapplication forDesignReviewcannot be()
accepteduntilallrequired i nformationisreceived by the COmmunityDevelopmentDepartmen t Theprojectmay also need
to be reviewed by the TownCouncil and/or the Planning andEnvironmental COmm ission.Design review approval lapses-.,
unless a bUilding permit Isissuedand construction commences within one year of the approval.-V
Description of the Request:TE.Nc....l'"t,:r/'Y)peovE,mE",Yr I E>(&;'\'\1>5'0,.,)01=07
AN F ><'5 'T,,,J(lt -SAEt=wAY S70RE .
B}(oS7
(Contact Eagle Co.Assessor at 970-328-8640 for parcel no.)Parcel No.::z.lo:-:'1I'i /5011
Zoning:c..c....'?
.--Location of the Proposal:lot:3 Block:02.<t'1 Subdivision :VAil...I>AS 5c..HQNE ~!.lBOI\JI,)'ON f:,..,...l Lt ~
(»
-..D
Physical Address:2.1~I NoB.lH EBoN,.Ac..E.ROA[)I VAl L CQl.nQADo
Name{s}ofOwner{s}:S""FE ....'''''V :INC,.(CONTA'-T \)AVE.5.IDD()NS~
Mailing Address:"900 S!Yo 5E ""I"E
FN~LfwooD c.oLnR..ADo 80112
Owner{s)Signature{s}:_
Name of Applicant:PETE RSE N STAC.,.C"S ARC \:\I'JE C.TS,(Co!'1JAC.'-lot)D.POI R\E.e.')
Mailing Address:52..00 !,I).5.TA7€STQ.Ee"T
BoISE .J:.DABo 8Yro!.Phone:(2P8')3YS-IYiQ2.
I (.E-mail Address:lOCD-f>G>PSAI'c h .[00,Fax:.......?o~')3y5 -15 3]..
Type of Review and Fee:
0 Signs $50
0 ConceptualReview NoFee
0 NewCOnstruction $650
~Addition $300
0 Minor Alteration $250
(multi-family/commercial)
0 MinorAlteration $20
(single-family/duplex)
0 ChangestoApprovedPlans $20
0 Separation Request No Fee
For Office Use Only:
FeePaid:5 0 0 '-
MeetingDate:\1-\l 1
Planner:£.-l...--F
e!l.!s $1.00persquarefootoftotalsignarea.
Forconstruct ion ofanewbuildingordemo/rebuild .
Foranaddition wheresquarefootageisadded to anyresidential or
commercial bUilding (includes250additions &interiorconversions).
Forminorchangestobuildings and site improvements,suchas,
re-roofing ,painting,windowadditions,landscaping,fencesandreta ining
walls,etc .
Forminorchangestobuildings andsite Improvements,such as,
re-roofing ,painting,windowadditions,landscaping,fencesandreta ining
walls,etc .
Forrevisions to plansalreadya sign
ReviewBoard.
••••••••••••************.**••**••**••**********.***•••***.*•••***••*.*.***.************.*.**
TOWNOFVAIL ,COLORADO Statement
**•••••••••••••••••*••••••••••••••••••••••••••*••***••***.***********.************•••••*••••
Statement Number:R070002638 Amount:$300.00 12/04/200709:54 AM
Payment Method:Check Init:JS
Notation:050-
0002892/SAFEWAY INC .
Permit No:
Parcel No:
Site Address:
Location:
DRB070689 Type:DRB -Addition of GRFA
2103-114-1501-1
2171 N FRONTAGE RD WEST VAIL
SAFEWAY STORE
This Payment:$300.00
Total Fees:
Total ALL Pmts:
Balance :
$300.00
$300.00
$0.00
••••*.**.**************.*•••*.*.***.******.******•••••**.****.**••**••*••**********.*******.
ACCOUNTITEMLIST:
Acco unt Co de
DR 001 0000311 2200
Desc ri pti on
DESIG N REVIEW FEES
Cur rent Pmts
30 0.00
TO:
FROM:
DATE:
TownofVa il
75South Frontage Road
Vail ,Colorado 81657
David Siddons
August 8th ,2007
SUBJECT:Project Authorization
Re :Letterof Authorization
Pleasebeadvisedthat Safeway Inc ,Denver Division Construction andDesign
Department,6900South Yosemite ,Centennial,CO80112hereby authorizes
PetersonStaggs Architects toserveonour behalf to submit forandsecure
approvals fromTheTownofVail.Thisisinregardstoourstore#631remodel
projectlocatedat2131NorthFrontageroadVail,Colorado 81657 .
Shouldany questions arise regardingthis authorization oractionsoutofthis
authorization ,pleasecallusat 303.843.7511,oremailmeat
dave .siddons@safeway.com
Respectfully ,
Dav id Siddons
Safeway Denver
Construction andDesign
303-843-7511
SAFEWAV "
Ing redients fo r li f e.•
SAFEWAY Construction andDesign Department
DennisKinde ,Director
ADDITIONS-RESIDENTIAL OR COMMERCIAL
SUBMITTAL REQUIREMENTS
General Infonnation:
This application is required forall proposals involving theadditionof GRFA (gross residential floor
area).This includes proposals for250 additions andinterior conversions .See Title12,Chapter
15 -Gross Residential Roor Area for specific regulations.
I .SUBMmAL REQUIREMENJS**
~All pages of Application is complete
~Checklist is completed and signed
JQ.Stamped Topograph ic Survey*
D Siteand Grading P1an*~/A.
Ja"'Landscape P1an*
~Architectural Elevations*(1setof Redlined elevations)J:1'.Exterior colorand material samples and specifications.
ja"Architectural Roar Plans*(1setof Redlined floorplans)
,J2J 'Ughting P1an*and Cut-sheet(s)for proposed fixtures
Ja'.Titlereport,including SChedules A &Btoverify ownership and easements*
Jd.Photos ofthe existing siteand adjacent structures,where applicable.
D Written approval froma condominium association,landlord,andjointowner,if
applicable N/I\
D Site-specific Geological Hazard Report,if applicable*NI""
D The Administrator and/or DRB mayrequirethe submission of additional plans,
drawings,specifications,samples andother materials (including amodel)if deemed
necessary todeterminewhetheraprojectwill comply with Design Guidelines orifthe
intentofthe proposal isnot clearly indicated .
PietiSt!submitrllree (1)copier q/rlle moreriols /tored witll o/t operis'"("').
**Forinterior conversions withnoexterior changes.the submittal requirements include a
complete setof existing and proposed floor plans,atitlereport,andwritten approval froma
condominium association,landlord,andjointowner,if applicable.
I have readand understand the above listed submittal requirements:
Project Name:SAfEl...lA'f S7oe.£,<O~I
Contractor Signature (AAf.ktIl f.cJ'Pfl.¢::tfc..7 _Ari~C.~f4.)~,jl.~
Date Signed I'IJ...8/o",J I
F:\cdev\FORMS\Permits\Planning\Old fonns\drb_addition_S-2S-2007.doc Page3 of 14
Buildjng Materials
Roof
Siding
OtherWallMaterials
Fascia
Soffits
Windows
WindowTrim
PROPOSED MATERIALS
Tyoe of Material t2!2!
~~tx:>C......~To"'"",>~:rA.l..I 'INC •
S TAADIl'.{u s EAo MfTAL Roof /NCr M et)I ~M.e ll..o.H.E
~~I pu-.-.l\::'
loP-?~1t>1"'<2r DE5 fQT GrR."'Y
l1uL.I..../Uoe...S'TO"IE.C.O•
N A"T,..r;>A L.~lD rJE T tUN VE.NEE Q L ft:>C.,Eno ..,f (poY SZACJr::.')
w ooD FA'5E-'A f>oAQ.D G..AA-("oYL.€"
,fE ..:arft7a£F ~.....'~',QQ.":5I
I~!!!I f ,.,..,e.U L '-c'-A6S G.A&GsoY ,f
HE...:.~"l'O~EQcr.IT ....,...C)O""~
t SPANJ)Q£L c.,.c..A1;;$
Doors
DoorTrim
HandorDeck Ra ils
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
ExteriorUghting
Other
Notes:
F:\cdev\FORMS\Permits\Planning\OId mrms\drb_addi tion_8 ·28 -200 7.doc
Please specifythemanufacturer'sname,thecolornameandnumberandattachacolorchip.
APP RC''~R ~?'T"E
Tr:'
DESIG,_f R[)
\'L\\q I0·1-
lRl/~_
ct,Y"\CJl ~h r-yV)
Botanical Name
PROPOSED LANDSCAPING
Common Name Ouantity
PROPOSED TREES
AND SHRUBS
EXISTING TREES
TO BE REMOVED
NEw VWClSCA el~C>t t.U'LL oc.c.y"Q AI'NEw P lA-<)'T fl?
L OCAI/oNS I QEAe.Q!~:rr ~ID E Df-ScpR.E I AdD
flEzw FE oj R.fAa-~Al2..t 1..,)("LO:r A--:l.D ')=4 Am 0 '"!x.
LANe...P L~£..R f Ef,/2.to D Q.A'-"l l-vG.~H e.e.T....,S"""-_
ONE.o "vQ THQ.E.E...FoR-7H €LAvCSc.AeE f\AttfA 'S
A ,.)l)D AAIJ,)IN~SHE£.cyvE.F a A.."THE.LA'\I ~.s C.A P E
L£C:tE,H~
Minimum Requirements for Landscap ing:Deciduous Trees -2"Caliper
Con iferous Trees-6'inheight
Shrubs-5 Gal.
~Sguare Footage
GROUND COVER
SOD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Jt'Z ""'-IN
Please specifyother landscape features (l .e,retaining walls,fences,swimming pools,etc.)
=F:\cdev\FORM S\Permits\Plannlng\Ofd forms\drb_addition_8-28-2007 .doc Page8 of 14
-,OAHU
I >-_\~\I Ct{Oi
[-~~
~C ~\h\1VJ -~-
unurv APPROVAL ...VERIFICATION
This form serves to verify that the P10p00ed Improllelller'lts wi.not impact any existing Ol'"proposl!d ~11ty seMces,andalso to
verify service CMlilablllty and location for new construction and should be used In conjunctIOn wth preparing you-utliity plan and
sd1erlutlng Instalations.A site plan,InckJdlng grading plan,floor plan,and elevatlons,shall be submlt!E:d to the following utllitles
lor approval and ~.PLEASE AllOW UPTO2 WEEICS FOR AWRIOVAL OR COMMENTS FROM THE UTD.ITY
COMPANIES.If you are unable to obCaln comments within lt1at t1mdrame please rontacl:The Town of van.
De ......tr1';.jfi':t,AffH~~
LotAdd.-:VAlk,CcNoD"'''''QO S"Sl SUbdI......l;JI/!U.Ii¥ti {CNt)I#6 LaU:---.,;)_
QWEST
97O.468.686O(tel)
970 .468.06n(fax)
contacts:Sam Tooley
samuel,lmIMlrnO!!:<teom
XCEL HIGH PRESSURE GAS
970.262.4076 (tel)
970 .468.1401 (fax)
contact:RIch ~
r!ctlard ~.CXllIl
HOI..YCROSS ENERGY
970.947.5471 (tel)
970.945.4081 (fax)
Contitct:Dlana Gells
dcXlisCl1<lIymI:lj..axn
XCB.EHrgy
970 .262 .-lO38 (fax)
970.262 .-lO21 (tel)
Contacts:
Kit Bogert
!Vttlf¥n RogertftXCR ENERGY.com
EAGLE RIVER WATER'"
SANITATION DISTRICT
970.476.74110 (tel)
970,<176 ,1089 (fax)
Contact :Fred HasIee
~,oro
COMCAST CABL£
970 .418.8248 (tel)
970.949.9138 (fax)
Contact:Davld Evans
david cva"S@rablc IJlIITiIS rom
Authoriz!d SlUt!!!'!
/l
/
deL
rm:Iai
1.If the Itllity approval &.wriflCatlon form has signlIbJres from each of lt1e utllity ~and 00 COITIIlleIltS are made directly
on the form,orno action Is lilk.en wltt1ln 2 weeks of the lJtIIIty's cea;pt of the form without eJql!anation the TCMll wiD presume
that there are 00 problems and the delielollmelit can proceed.
2.If a utiflly company has coo::ems with the proposed consl1u:tlon,the ~Uty n::ptea itallve shall me d1rectt-(on the ~Iity
vertflCiltion form that thereIs a problem which needs to be resoIYed .The IslSue shcUd lhen be detailed In an atl:ilched Idm"to the
Town of Vail .~,please keep Inmind that It Is the responsibility of the l.tillty ClXI1llIIlV and the applicant to resoIYe
kkrtlfied prOOIems.
3.~'Ie'itications do not relieve the oonl1adxlr of the responsibility to attain a Public W1IIf Pemlt from lt1eDepartment of
Public Wa1<s M the Town of Val l.!II'Ry ..gUm"mJllt"""""'"befpnle.pJm in any public right-of-way or easeI lei It
within the Town of Val.A INIldIng IIIIJII!I;Is nqt I PI!!IIk:Wg pmnlt Ind IDIII!:bII..wlll!CI rremeJy.
4.The DeYeIopel Is requiralllncl agrees to submit any revtsed dmw1ngs to the 1AI11tles ror re-approval a.re-veriflcaljon if the
su~plans are al!e'e<Iln ¥ly W1IIf alter the authorized signature lIatJ!(unless ~specirlClllly r1OU:d within the comment
area of thIS form).
DeveIoper's SIgnature
F :~MSlPermitslPlanningIDRB\Uli1ily ApprovaLQS.2S-07.doc
~d LL L OOOOO SL ·OH/LO :O l ·1.S/80 :Sl L O OZ a t d3S(an .1.)
SILVERT HORNE HP Fa x:1970468 140 1 Sep 17 20076 :26 P.0 2
~unLITY APPROVAl.VERIFICATIONm'fiil
This form seM!S In ~lt1Irt the proposed I ~wW ~Impact ~y l:ld~ng or proposed utility services,and also to
vetlfy sesv!Ql ;IYiIilablHty and lOClltIOn ror new ronsll'\lCtion and 5ha!Id be used In ronjunc:tlon wit\prep;JrIng yOl.I'utIl11.y plan and
scheduDng irQ;II;Itjcns.A site plan,InclucIng QliIcIlng plan,fleer ~and !leY3tIorIs,shall be subr'nitt!id ID the foIowlng utilltlcs
fQl'approve!and verifICation .III..USE ALLOW UP TO2 WEEI<S FOR AJII'ROYAL OR CX)IOWfTS FROM THE UT1UTY
COMPAND!S.If you are unable to obtain txlITlmenls wtthln ttIilt ~please COf'llXtifIe Town d Vllil.
QWEST
9?O.468.686O(lI!l)
~7Q.468 .0672(tax)
Cor1tacIs :sam T~
selDu::Umk'Y&wgst COlD
lea HlGH PRSSURE GAS
970.262.4076 (tel)
970."68.11(11 (fllx)
contatt.RIch SIsneros
r1I:bard.sisIa gs@XD!laIelVt.OO!J)
HOlYCROSS EfWtGY
970.'X7.5471 (let)
970.945.4081 (!'ax)
Contact:DIana Golis
dJJl!jsCbhgIyqtmJXl!ll
ltaL l'IIervr
970.:il62.4038 (fllX)
970.262 .402~(tel)
ConlBcts:
Kltlloget
JOO!Qm flrmt@YCR fMBGv.cr;n
EAGLE RIVn WATER a
SANITAT10N DISllUCT
970.476.7'180 (b!I)
97G.476.4089 (fax)
ContK:t:Fred tm*e
fttrleeOeryfflm
CO'4CAST CABLE
970.418.82'!8 (tEl)
970.949.9138 (rax)
Contllct:03vi(l E'Jans
d.1yId c:vamftcllb!e.P""P'f alai
"OTES;
1.If trle ut1l~3pprova!&.vert1'tGItlon form haS SIgnatures from each d tne uWily COI'I"CJ3nles,and 00 Q111'l11'1el1t!l are made dlredly
on the foIm,orno actDIls tak!n within :il wem;of tile lMlty's rea!Ipt or tile tonn ~ut expIallilticn the Tawn will presume
that then!are no problems and the de\Ielopl nellt an procEed.
2.If a utlllty lXllDpatly has alllCei liS with Ito!Pi oposed CllI'6tI'1.Jttl,the utility I !pi f!!ZI il:!tM!shag"noll!di1u:ttr on the utility
vefIcatIon form that then!is a problem which needs to be~.The llil;ul!!Il<lIM the1 be d«.alled In iln iltIac:hed IeI:Izf'In the
Town d vall.Hawcve',please keep In mlnd ~it Is the restlOl'lSfblllty d the utility ~ny and the lIlJ1)lk:.llnt In resolve
Idenlltled ~
1.These verifGlionl;do net.reIevl!the COl itractnr d the ~bilfty II)oIltllln B Public:Wiff ~It fllXll the Department r:I
PublIC Works at the Town orVilW.'ltIb """=I!IH!!I be"'"",,befgn!d!GP'np In any public ~V or miniQllt
Wlttlin the Town d VaH .A hul!dlDg !MlID1 '"naIi •bJa WU !WI!!It ,wi ...be "'R!nrAl !tN!IDIb!IJ,
4.The Devebper is requil'\'.d slld agrees to SlIIxntany ta'Ised drawings lD tile utilities for ~I r..~if the
subrrma:l plans !Ie alb!red In iIny vqr Ifl2J !tie authortzJ!d signature date (unleSs otherwISe ~Iy nottd within the txlITlment
area ~this l'Drm).
DeYeIope"5 Slgnatae
F:\t:de'v\I'OItMSlPlllmits\Pla nnlngllmB\Utiity ApprowUl&.:;l8-07 doc:
Dele
unUTV APPROVAL&:VERlFlCAllON
ThIS form seve;tn verifY that the pIUll()SIed ~wiD not imJ&Jd:any elCistil'l!J or prcll)OSIed ld1ty services.and also tn
w:r1l'Y !ll!Ivit:e availaWity ancllocation for new aJl15tnJdlcn and sila.dd be used In conjlJlldlon witt plepai illY \QJr utility plan am
scheduling fnstaIlatials.A!lite 1lIan.IncUling grading pI<m.tIQIr plan,and elevatlons,.stWl be subrnlttm1D the following ~
I'or approv3I ana vei:icatiol ~PlEASE Al.lDW UPTO2 WEEKS fORAWROVAL OR COMMEI'ITS FROM TIE UTll.ITY
COMPANIES.11 you are unable to obtain comments wlthIn th!Jttlnmame pIsse 0lITIaCtTheTown at V3lI.
DdIte1Dpcl t»';.~~Tr~i5S~U/V>,
lcJtAddreSS:VAl'-t1M.b Vt~8"S:r 5abd1w11b,;"""L,tfM.$Cllollllt•
~e4 SJn!W Com!!!!!lt!
QWEST
970.468.6a6O(teI)
970A68..0672{tax)
ConIads:~Tooley
samuel.too!eY~
XCEL HIGH PRES&URE GAS
970.262.4076 (tel)
970.468.1401 (fax)
contact;RIch Ssneros
OChard.!il:m'p.<;@Y'l1m"Jrtcpm
HOI.Y CROSS~
970.947.5471 (tel)
970-945.4081 (tax)
CormK:t::OIana GoIis~.rnm ~~xc:a.Enef1lY
970.262.4038 (fax)
970.262.402'4 (tz!!)
CDntlds:
J<lt Beget
KIlthrm.9:loeIU)XC8 fNE!lGY.rnm
I:AGLE R!VBl WATER"
5ANI1'ATIDN DISJRICT
970.476.7400 (tel)
970,476.4089 (tax)
Con!lld::Fred ~
~
COMCAST CABlE
970.418.8248 {~
970.9'l9.9138 (fax)
CllllIaet:Davie:!~ns
tjayjd mns@q!!J!r:grmt<f.rnql
NOTJ!S:
1.If the ltll/ty allllfO'{al &.'felificatlon form has slgnal1lIes from each ci the ut.iitV~,and no COlIIl11ClIts are made cllredSy
on the rorm,orno aetiaI Is ti:llren wIlIlln 2 Wl!!!ks ci the UIlll.Ys rea:ipt ci the rorm ~ecpUreIion the Town win p!!'.5Um!
that there are no prolllmls and the ~ll:Ilt can JllQCl:ed.
2.If a ul1/ity ~ny haS a:n:enlS with the pltlpOSed anitruCiIOn,the utJllty ~:mOnate ~on the utiDty
verillcation form ttoat there Is a problem whictl needs to be ~The Issue shculd then be detailed il ilIO attad led Ictter tD the
TO'M'l at vaa.~,PleBSe keep In niOd ttt;,t it Is the ~bIIlty at the utility ~IIY and the applk:ant to ~
iOentifted prolllems.
3.These YerifbIlions do not relieVe the COllb actu d the R!SIJlllISbillly te ottaln a Public way ~It trtlm the Deparnnent at
Public WcrlIs at the Town ci Villi.WIRy ......!iDl.jDgIt be "'00«bc(on:::e pI"SI in at7f pubIk:l1!lht-Ql'-way or ~
~ttle TCMI"I ci val.A bgRc!lng pcnnlt b nqt.PUblic;we pmnI md JDIIIt bfl gbtained """""'*,
4.The ~ISrequilcd aM agn'I!S trl submft:any revIzI dritMngs 10 the utilities for ~pprcNlIl a re-velflcatlo,l If ~
submItb:d plans <Ire ~il'llllfly -V lifter the IIlJ!hortzed ~~(unless odlerwIse spedIIcaJly ~wlltlin the COld 'Id«
area ~this form).
Developers Slgr0I1Jre
p.\cde\iIFORMSIPem1ilS\PIanting\Ol'lJ3\iJlS1ily Appto.IaL08-28-07.doc
19 8 ·ON A9~3 Nj S 3 0 ~J A10 H
XCEL SUM MIT CTY Fax:9702624057 Sep 14 2007 6 :29 P.01
l q E .,.e ;0F !
SF.P 14 2007
umrrr APPROVAL.YEJUnCATION ps/\
nils farm ~!Xl veritv!hlt the popcsed I~wII net ~any ~or proposed u:llty seMa!s,aA:l also !Xl
~seMc:e availabllltY ancllOC:atlan for new eonstructIon and should Ill!!ulBl i\ccnjunction wIh pI~'I'W'~1Ity plan iI~
sc:tledullng InstaIatlons.A site pWl,ildJdIng QI8llng ~.floor llIan.and ~sNI be submItIl!d 11)thl1bIIclwtng ~
for lIPP"Mll and ..eifatiOn.PU:ASE .w.ow UP1'0 2 WESCS RIll APPIlOYAI.OIl COMMI!N'TS AtOM TltE um.rtY
CClMPAN1!5.Ifygu iI~unabletDoIlIaln COli.'e1t$wtlhln that tlne'I""~pIeese<XlrQaThe Town of YaP.
~.f'.ID':ifT'tIo~~
LcUdd_"'!:flo '''"'.""&)0 ~"$"S"Sildl"!:IIItt&.EMs S(No",6•
Author1pd Slalm Com'"
QWEST
970.468,6lI6O(teI)
970.4GS.067Z(fax)
Contad:s:sam Tooley
amet"*·00f'CS.qm
JaI.HIGH ~8AS
970.2~.4076 (tl!f)
970-'168.1<401 (fax)
Conlact:RICh 5snc:ro&rXbYd.o,.......,....mv am
MOLY CROSS INI!ItGY
970.947.5471 (lef)
970.945.'lO81 (fax)
ConbIct:DIana Galls
"B'~
XCEl E:fterIr
970.262.04038 (fax)!
~~~1{teI).'."'_~,;..,~,//.'.:!meItftga~~~'.::.=_==--_
II!AGU!ItZY!R.WATER.,I /\(
&VaTATJON DIS1'RJCT v -.
910.476.7480 (ld)
91O.176.1OtI9 (!'ax)
CordBct:Ffed t8sI=
!!l ;l 110 wsd.om
CO"'4CAST CAIILIl
910.118.8248 (tEl)
970.949 .9138 (fax)
Qlntad::0Ml ~
d.M:t eetS'IkabbCTf!D'tron
q·13 ·(J7
!IWDi
L If the ~11ty approvlIl &.vertfIcatlon ronn has silIMtures from eech d the uttlty COiI~end rD CQml11ClO are mode dk'edly
on the fOrm,or no lJdlmls b:lken wtthIn 2 week:!d the UUIrty'li retelilt d the f'lxm ~elCIlIanatlon the Town VtfllIll'eUlle
that there Ire no problems lind the cfe:o,elopn1l!J.t can proceed.
2.If II utiity COIT1P'K1Y ~coueCllilS wlttl the ~~,tfle ldly ii!9u!!lell~!:tI:in /lOll!!dil'l!dtt on tfle utility
~rorm ttlat thee is I prtJbIem v.t1k:h neeclJ to be 1'e!lClIWd.The IQ;ue shoukllhEn be detailed In an lIttactled I!tt!r to tfle
Town d Vllii.~,pIlIase keep In rrind that It Is till!~bl1Ity d the ~Iitv cunoany and the 8pplbnt to resoI\te
IdentIfted proti!/TI$,
J.These ~15 do I1lX IlIIII!Ye lJle COl.ba:lDi r:I till!respcnslbilly to obClIln ill P\Jbllc Way PenlIlt rrom the I:ll!piIrttn!nt r:I
Public WOl1cs lit IN Town r:I val '...k-II'Me mll!lt be tteIwl!!Wore ........In IJrf ~Ic r1ght-o'-MY or _.l&'lt
wIIt1ln tlle Town of Vall.A bulldlnq pem!1:"apt•PuN!F WU M1It&.DlInwt """,lned -IPJI1IClI.
4.The OM~IS reQulI'ecl and agrees to submit any n:¥llll!d driwlngs lrJ the I4SItles for re-eppn;JVlIl &.~rt the
subm!ttI:d pions .n!!8~in IJrf Witt ~the llU!tlorized s1QMIn date (Ul'IIea otherwlst specifiadly nobed within the OOfTII'IleIlt
area rI tfll$form).
Dr>8:lpiI's Slgnattn
F:\c:o:lMFORM&J'ennllIlPlanning\ORB\l.Uly ~oa.28-07 ,doc:
Se p-19-2007 09:55 From-ERWSD 97047640B9
l11IUTY APPROVAL a YERJPlCAnON
T-42B P.OOI/OOI F-BB5
nus form Stlves ttl veritY that the pI'OIlIl!lI:d tmprovement5 wiD not ~any exlSlIng or proposed lAllity se.rvla:s,and also II>
~seIVia:lMllI!blllty lind 1cca00n for IleIM construetlOn and !ihCIUId be UsM In COI1lunctlOn wI;h prepaI1ng 'I'CtIr utllIty plan and
sd1edUlIng ~Illlions.A site plan,IncIllalng gr3lllng plan,tloa'plan,and ~,SI\8ll be subrrlllte:llD the foIkMW1g Ublitlcs
!Of ~and ~n.PlEASE.\I.LOW UP 10 2 WEEICS fORAPPftOYAL OR COMJUllfr.i FROM ~U1'%UTY
COMPANIES.If vou are l6I<tble ttl ot:caln CXlI'IVTleI1tS wthIn lt1at tllT1ltrame please contactTIle Town ~Vall.
1..01#....:......,;;~__
QWEST
970."I6B.686O(1!!l)
970.468.06n(fillC)
tonIac:ts:Sam TooleY
SjI!DU!:1.!J'ln!MllrlwcS"mn
XCEL HJ6H PRESSURE GAS
970.262.'1076 (tEl)
970.466.1401 (fall)
Contact:RIch SIsneros
rld!ard,slsnerosOm:!ellcrgy,C!lITl
IIOLY CROSS ~
970.947.5'V1 (tel)
97o.!l45.4081 (falt)
Contact:DIana GoIls
dgollsO!'lolyCroSS.com
XCElEdervr
970.262.4038 (fax)
970.262,-4024 (tel)
Contacts:
lOt Bogert
K¥boin,fW:rt@X@ fflfflGYmn
~RIVER WATBl &
SANITATION DISTIUCI'
970.476.7480 (tel)
910,476.40&9 (fax)~~9 an &A00MaSTCAIlUi
970.416.8248 (tel)
970.949.9138 (fax)
~David Evans
r1ayId f:YilosOg!*CIlf!Tj\'f rom
~9 -(9-0)
~
1.If the ullilty itpprc7w'a1 &verffkatlon form has signatureS from each r:J the lltIllty ~Ilies,and no comments an:made directly
on the form.or 1"0 actlOn Is taken within 2 weeks r:J the UtlltYs receipt r:J the form without explanation the Town will presume
that there an:ro problems and the deYelopi i I:i It am proao.ed.
2.If 8 LJIllity (XlIllpllny has rollceulS witll the proposed comtndlon,It1e utlllty represieIllatIv sIlilU nee diF'l!lClly on the utlllty
vertf!CCl:ion form tnat then:Is a problem whld1 needs tIl be n:scM:xI.The Issue should then be ~Iled in an attached Iette'tIl the
Town ~val.HoweYer.please keep In mind thai:It Is the fP.SPOIlSIbI1ity d the utility company and the applicant ttl resolve
ldentIIled proIllems.
3.Th:se vertIIcBllons do not relieve tt1e cnntlaCtXlr r:J the n:5panStbiKty b;l ~a Public W"6'(Pemlt rrom the Depanment r:J
Nllic Wens •the Tawn r:J Vall,UHIty loci,*""mlllt ....flhhlnt!d !IItgrJl dftIglma I"any publlc r1ghl:-of-waV Ol'--.l
wltIlln the TO'Ml of ValL A bIIQdIng perm'lI nat •ru,,",Wu gcqnIt "'"'"'18_obtaIned !!Mill'ltely.
4..me Deoek)per Is n:quIR'Jd and ~to 9Jbmtt any revt~c1r"a'M1Vi to the utllitles for re-aporowl &.re-verIIiCirtIon It'the
SlJbmItn'Jd plans lire altere<J in lJhf 'I0f an:er the lIutt1a1zed signature date (unleSs ctherVIIse spedfically rXllI!d within ttle comment
a~or ltllS form).
Developer's Slgnatun:
F :~ORMS\PllfIJlibllPlanringlDR8\utlIlIy "'R'roYaL~28-07 .doc
09 /18/2007 TUE 1 6'02 FAX 9109 254106 COHC AST CABLE ~00 l/00 1
8E CE 1VE r
c :...
~PS/\
U111.lTY AFPROVAL II VERIFICATION
1tJl{/F !
l11is (0fT'Il serves to veritY lMt the proposej ~¢S wi.not Impact any eldstlng or prcposell utllity ~and also lD
veliI'y seMce awiabiUty and Ioc:lItlOn fer new const7\lCtl()n ~rId sI10uIct be used In conjlllletlOn wtiI preparing ',OS utility plan lind
sdlftluUng Installallons.A site plan,1nclJ(J1n!l goong plan,fkxr I2n.and eIeVlltionS,stlClll be submlttel11D the follaMng ulifities
for approval and veriIication.~ALlOW UP TO :z WEEKS FORAPPROVAL OR COMM!HTS FROM nee t.rrn.nY
COMPANIES.It you areunable to obtain 001111""Its wthln that tllTl!fnlme ~contl<t The TOWI1 r::I Vall.
ComIMnt!
QWlST
!l7o.468.686O(tI!l)
970.468.0672(fax)
Contad:s:S<wn Tooley
!j!mW,~cgm
XaI.H!GIt Pl\ESSURE GAS
970.262.4076 (tel)
970."168.1401 (fax)
Oxrtact;RICh ~
It!!ml,slsnerpstbg:Iq lQ av.cpm
HOlYCROSS ENERGY
970.947.5471 (tel)
970.~5.4061 (faJc)
Coollld::aan.,Goll5
!Iclo!t#l!c:.ttglIgj,com
XCEl Etlergy
970.262.4038 (tax)
970 .262.4024 (rei)
ContKts:
!Ot!loger1:
tcattnn RoontftXCR fMIlG'(COOl
EAGlE RlVeR WATER a
SANITATlON DJSTRK:T
970.476.7480 (td)
970.476.4OIl9 (fax)
Contact:m:d ~
fhas!eeCetwsl!.om
CDMCAST CAIILE AlGUJ ~~f'!!if~--(fI)d,oJ !fL.-.q70 -0/3 0 -'i7-13 'htl-0'"
-II I _I ~"JOA.@ C:..~lc,~"",co~f..Ceo'>'\..rmm.;jV\.t c v..o.et .....0
1.If the ldity illJPl'OWl &.veriflCiItIOn form !laS Signatures from each d the utility ~and nocornrnel'ltS are made directly
on the form,or no adlon Is taken Within 2 weeks d the utlDty's I'l:l%!pt of the form witt100t ellplanatiol'l the Town wlll presume
that thc1'e are no prOOIems and the deoelopi,b,l can proceed.
2.If a utility COIl1lllny has COOCErflS Wltll the ~constIu:tlon,the utifty ~tatiYe :;hal noa:lire::tly on ttle utility
ver1llcatlon folm tllat tI1=~a ~wlJich needs lD be r~.The Issue $hOI,J1d then be detailed in an attached letter to the
Town of Vall.~,please Ie!p In mkld that it Is the responsibility of the utllltv COII1Clilny and the appIbnt lD re50Ive
identified prOOIems.
3.These YeIlt1catlons do not relieve the axllradOr r:l tho:~to obtain a Public W~Pl:rmit from ttll:DepattmeOC r:l
PullllC WOI1<s lit the Town olVaJI .Wilt Ioc:aUQItt "pSt bft o'taJne4 Won:.RIRQ In any publlc rIght-d-way or easement
wtthln tho:Town r:l Val.AbuJldlnR gerJ!lllI qpt I PnJllJc Wu QC!!1IIIt Inc!IIHI5t bII ntplntll!SPJllratcIy.
4.The Qeo.leJoper'is ~and agrees to gjbmitany revl~drawing;In Itle utiIllles for re-approval &.re--vEfifiCabOO if the
submitted plans are afb!red in any way alt!!'the Bultu1zed ggnal1re date (unless dt1e:wist:spedflCally noll:d wtilin the comment
ar6l c/lt1~fOlTll).
Dev!loper's SIgna!lJl'l'J
F:\cd<>Y\F ORMSlPermits."'lannIngIDRB\UtIllty AwCl'r.l '-~7 .dot
(<f2)
3 P?'It,cC;O;;-
D[P\l'Tr.
FILING STII:1P
",'0'e t oc lc•"
By.,.AD 19•d By 0Fitec"Of",-('c.ord tn c
R I:'':teP~1.0'1:1(0.
(
THIS DEED .Ha de o n t h i s doy of O:::tober 1 6 ,1992
VAil"CITY OORroMTION,A.roWRAOO OORFORATION
==-
,*$2 ,300,000 .00
ll a
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a
llQ
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,"I co rpou rloo d.J ly Ol"g"niz ed l\nd e diti ng U"'dC'r and by v t r-r oe of (l Ul't ll"'S
n l t he S lft t e o r COWRAOO o f t he fir~t pa rt ,srd
SI\fl.WAY !>1"ORES 4 6 ,INC.,A DEUIWARE OJRroRATlON
Date '$._._~~,
."1 corporal I on d uly org n!111ed l'lnd u i s t i ~....-de,.Ilf"d by v i l"'t ue o f t !'le l a ws o f t he s t e te
0 1 DELAWARE of ctle '"SlRJ&Is;'-----+-~u,rnu"~ree -L--
.-h OSt'I ~(I 1 nddrcs s is 4'Ili &JACl<SON
OAKtAND CA 94660
v 1 T ~f.S S(lH.Ihtl!the u ,id pa rty of t he f i r st pe r t ,f or an:::l i n cOl"ISiderllt ion of t he s un o f
fUO Ml l llOH ("Ilf.(tilWORED ,HCUSA"O DOl LARS AND 00/1oolH5
\0 [he !'o Dld por ty of t he:firs t port i n hend plI ld by the "B i d pa rty of t he s econd par t,the rece ipt ard luf fi ci cllry wne rco f
I S hereby c onfes sed llnd eClnowledged,heth granted,ba rga ined,sold lind conveyed,eodby the se presents docs gr,.n:,h.,r go1ln,
s e l l,convey ond c onfinn ,un to th e s etd party of the s econd port ,it l s uccessor.e nd 115&lg ns t cr evee ,011 o f rill'foll o ..lng
c1C.-.c ri bcd o r p.,,\rce IU )o f lard,situat e.l ying end ~ing i n t he '.County o f EAGLE and S t oIc /Jf r crcrcoe ,
to -wit :
S EE ATIAOiF.D EXHIBIT "A"
rOC [C NER.wi th....'1 DOd 511'\9ul8r t h e he rcd i tMleOU end _pp.Jr tenerc t's bc l angl ng t herCV\to,or i n anyw i se lI ~rt a i n i "9 ,
ood thC'r C'verl'ion .ond r e ve r s tcos ,r e-n iroer IIfld rCfM i ~r .,r eoots .'ssuel end prof its t ht'r e o f;erd all t he est are,ri ght ,
t i t Le ,t or er es r,c t e i..e nd dC'lll llnd W~iJ t s OC'Ver of t he sa I d pa rty o f t he f i rst pa rt.either i n lav o r ~ily ,of ,i n and t o t h e
otscve bM gaincd prem i ~c l ,with t he h e red it amentt and ecocr r e oerces•
o MAV E u'IO 10 IiOLO t tl C'sa id p r emis es ba rg a ined and de s cri bed above ,wittl the n~rte n nrce s \¥lt o the s ai d p.'rt yo f tM
s cc o-o po r t ,i ts SVI:CCS',iOr s end n!>slgns f ore v e r .And t h e c n l d
VAIL CI TY ffiRIURATION .A OJLORAlXJ CORfORATION
pnrty 0 1 l ~e f i rn pa r t ,for l t s et t,i ts succe ss o"and os signs.dot h ceveoeot ,5Iran t ,ba rga in _rod "gr ee toond ..,ttl t he
"l<lics ptlrt y of the s cce-c p art ,in scccesse r s nnd nsign s.t hlll a t tbe t ift of t ht'M"l:5 eol ing ard de'li very o f th e se c -e s eo t s
'1 i:...c t I seized o f t he pre<ni~es e bcve COfW leycd .ha s good .su r e,pe rf ect ••bSolut e and i nd ete llSlble ~s C.te o f i rioc r it OF\C c _,
in t aw i t"tee s t ectc,erd ha lh gOOd righ t,f ull power Ql'd lawr ul e u tho rl ty t o ijrfN'\t .bargll i n .I;ett and c onvey the S D1IC i n
...·u y )C'r flrd f or"ofo(,csi1 id ,Md t hec the s cee e re f ree a rd c lear fr Olll aU fo r nrcr flnd o U,P"gran cs.be r".i ns,s et es ,t ieos ,
t e c es ,a 5$csSlIlCntc a rd e ncu mbronc:c5 of wl\etl'Vcr ki rd or r\iUUre 5 ~!~
EXCF.PT GrnERAL T AXES AND ASSESSMENIS FUR TI lE l UU<19 92 AND SUlJS&;!UENT YEARS AND
SURJECT ro EASEMfNIS,HESERVATIONS ,RfSI'RIcrIONS,ClJIIENl\NI'S AND RIGHIS OF WAY OF
RECORD.
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Clgj
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Q
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Cl',\.,)
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Cl <l:
....'"
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r-,Q ."'...,-...
Q -.....
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(h Q
II),'"<rot'()'""-:I:
0'.:I:
"-'"CO Cl"..,
.\l ~o k r\()lo'rl oil S street f1UTlbe r LOr 3 ,VAIL DIIS SOlONE '3 I ElIGLE CUJNTY,OJLORAOJ
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;V\d t bc tlbolol C bnrgaired prcmises in t he q.lie t and ceeeeeer e po s scss ion o f t he-sa id pa rt y 0 1 tl\e s ec e-d pa rt ,it s vccccss crs
iV'ld M s igt\s B g~i "s t a lt IV"d N ery person or pe r sons la ..f ull y c hillli nv or to c1'1 ~t he whole or a ny pert thc rcot ,t l\e s 3id
pn rt yof t he f irst pnrc s h.ll ;oal"d will lJAUAltT ANO r Cll:E vtR OffE ND .
Ttl \l lt NES S \/HEREOr,The s a i d pa rt y of t he f i r!>t ea r t hath c aused i u co r porate I'\8If'Ie 10 he he reunto sli.l~cr i bcd by i ts
ere siocot ,lind i t s corpor.t e see r to be here U"Ito .'f ;"'~.ott est ~by 'n
Secreto ry,th !'clO y and year f irst abova wri tt en .AI'e,'"VAIL CI'N OJRroRATlON,A COLORAOO CORIQRATION
Pr C'loit.knl ;'I~
S e e"C lllf y (\1
o c or p-'J r,'l1H\n
0'
os
thi s da y 01 <Jct:ober 16,1992
b y
Sec rc to ry
,(!/l l.(I:;"'~'"I A-
SlA TE or ~I
)liS .
County O f -'~-;1--'''h-e--''.-,C-.....-oTr''',-lnstriJTl(.'nr ..a s ;\'kl"lO w l ("d~ed bef o r e me
rAIlVID G .EIIDRE
VAIL CITY CJ:ll<roRJ\TION ,A COLORAlXJ CORroRATlON
ii
\1
!iq
I !
Notar y p\oI bl t C
\
1 9 G94V.196 9 4V V1969 4
10 1"111 No ,167 CCtlPUIER 'lJA RU"I'r DEEO -Corpora t ion t o Corpora tion
L
Ii A
Ii;:My no t a ri a l c omll ss l on e .cp lres .:r ......L ..../15":(f 'i 7
y i lness thY hard I rd offi ci al C~C'll.I ~~ti.::.Of'tCIAl SEAL('I'>n.~ED IIAPOLITAHO 4,..........,Ii m~t~"~~;.~:~~~c~c~~~~;~1A /=~~
·(OMM .EX P.JUlY ,~1994 (.IL_"-'-'-'-'---===========================F==+t=~~i!:::=if;=======:;:,~'"..'::.~::':ii:='ft~~
."'.....
•EXHIB IT "A '.:~'•
PARCEL ONE :
LOT 3,VAIL DAS S CHON E FI LING NO.3,ACCO RDING TOT HERECORDED PLIIT
TH EREOf,COUN TY Of EIIGLE,STIITE Of COLORADO..-----
PIIRCEL TW O;
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ANON-E XCLUSIVE PERPETUAL EIIS EMENT SET FORTHINRECIPROCAL OPERATION,
MAIN TENAN CE ,liND EIISEMENT AGREEM ENTRECORDED APRIL 19,19 77 I N BOO K 254 AT
PAGE 142 AND AS AMEND ED IN AMENDMENT TOHECIPROCAL OPERATION,MIIINTENIINCE
AND EASEMENT AGREEMEN T RECORDED JANUARY 17,1 978 IN nOOK 26 5liTPAGE 286 ,
WHICH EASEMENT IS fORINGRE SS AND EGRESS TO liND FROM THE S AFEWAYSTO RE
CURRENTLY LOCATED ON LOT 3,VAILDAS SCHONE FILING NO.3 AND I SOVERTHE
FOLLOWING DESCRI8ED PROPERTY:
A PARTOFLOT 2-A,A RESU8D I VISION Of LOT 2,VAILDASSCHON f-,fILING NO.3,
A SUBDIVI SION RECORDED I N BOOK 252 AT PAGE11 8 OFTHEEAGLE COUNTY,
COLORADO,CLERl<AND RECORDE R'S RECOlmS,S IIIDPIIRTOF LOT 2 -A BEING MORE
PARTICULARLYDESCRIBEDAS fOLLOWS:
COMMENCING liT 11 POINT ON THE SOUTHERLY RIGHT-Of-WilY LINE Of CHAMONIXLANE,
SIIID POINT ALSOBEINGTHE NOR THEASTERLY CORNER OF SIIID LOT2 -11;THENCE,
SOUTH 43 DEGREES 06 MINUTES35SECONDS EAS~'AND llLONG THE EASTt:RLY LI NE Of
SAID LOT2-11 ,11 DISTIINCE Of 10 .00 FEET TOTHETRUE POINT Of
BEGINNING;THENCECONTINUING SOUTH 43 DEGR EES 06 MINUTES35 S ECONDSEIIST
liND ALONG SIIID EASTERLY LINE 40 .00 fEET ;THENCE NORTH 88DEGREES 06 MINUTES
3 5SECONDS WEST 22.00 fEET;THENCE SOUTH 36 DEGREES 00 MINUTES 00 SECONDS
WEST 70.00 fEET ;THENCE NORTH 37 DEGREES57MINUTES4 SECONDS WEST 15 .0 0
FEET;THENCENORTH 36DEGREES00MINUTES0 0 SECONDSEAST 40.00 fEET;THENCE
NORTH 27DEGREES43MINUTES 47 SECONDS EIIST 46 .23 FEET TOTHETRUE P OINT Of
BEGINN ING.
PIIRCELTHREE;
EIIS EM ENTS SET FORTHI N HECIPROCAL OPERATION,MIIINTENANCEAND EASEMENT
IIGRE EM ENT RECORDED J ANUIIRY 4,197 7IN 'BOOK 25 1 li TPIIGE 33 5 ,OVER TH E
FOLLOWINGDESCRIBEDPROPERTY;
11 PIIRCELOF LAND LYING I NTHEEIISTHIILF OFTH ESOUTHEIIST QUART EROFSE CTION
11,TOIm SHIp 5SOUTH,RA NGE 81,WESTOFTHE6 TH pRINCIpIIL MEHIDIIIN,EAGLt:
COUNTY ,STATEOF COLORA DO ,DESCRIBEDASf OLLOW S;COMM ENCING liTTHE
NOR THEAST CORNER OFTHE S OUTHWEST QUARTER OFTHE SOUTHEA STQUARTER Of SAID
SECTION II,THENCEALONG THE WEST LINE OF SAID EASTHALF Of THE SOUTHEA ST
QUART ER Of SECTION II,SOUTH1DEGREES 39 MINUTES 00 SECONDS WEST 354 .15
fEET TOTHESOUTHERLY LINE Of CHAMONIX LANERIGHT-OF-WAY ,WHICH IS ALSOTHE
SOUTHWf:ST CORNER OF VAIL HEIGHTS,fILING NO.1;THENCEALONG SAID SOUTHERLY
LINE ONTHEfOLLOWINGfOURCOURSES:(1)NORTH 65 DEGREES 13MINUTES33
SECONDSEIIST 192.82 FEET TO A POINT Of-CURVE;(2)270.55 F EET ALONG THE ARC
Of A 236 .64 FOOTRADIUS CURVE THE I.EfT WHO SE CENTRAL ANGL E IS 64DEGREES5 7
MINUTES33SECONDS AND WHOSE LONG CHORD BEARSNORTH 52DEGREES 44MINUTES
46 SECONDS EAST 256.29 FEETTOA POINT OFTANGENT;(3 )NORTH 2 0DEGREES16
MINUTES00SECONDSEAST 264.0U fEET ;AND (4)02.24 fEET ALONG TilEIIRC Of A
227.38 fOOTRADIUS CURVE TOTHERIGHT WHOSE CENTRA L ANGLE IS 20 DEGREES4 3
MINUTES23S ECONDS liND WHOSE LONG CHORD BEARS NORTH 30 DEGREES37MINUTES
42SECONDS EAST 61.79 fEET TOTilETRUEPOINT OF BEGINNI NG;THENCE
CONTINUING ALONG SAIDSOUTHERLY LINE Of CHIIMONIX LANERIGHT -Of-WA Y ON THt:
FOLLOWING TWO COURSES:(1)57.35 FEET ALONG TilEARCOF A 227.36fO OT
RADIU S CURVETO TilE RIGIIT WHOSE CENTRA L ANGLE IS 14DEGREES27MINUTES06
,SECONDS AND WH OSE LONG CHORD BEARSNORTH 48DEGREES 1 2MINUTES 56 SECONDS
EAST 57.20 FEET TO A POINT Of TANG ENT;AND (2)NORTH 55DEGREES 26 MINUTES
29SECONDS EAST 196 .04 FEET ;THENCESOUTH 43DEGREES06MINUTES35 SECONDS
EAST 469 .14 F EETTO A POINT ON THE NORTHERLY LINE OF INTERSTATE HIGHWAY
NO.70 RIGHT-Of-WAY;TfiENCE SOUTHWESTERLY ALONG SAID NO RTHERLY LINE ON TilE
FOLLOWING TWO COURSES;(1)SOUTH 44DEGREES02MINUTES 5 6 St:CONDS WEST
11.00 FEETTO A POINT OF TANGENT AND (2)254.43 (243.43 CALCULATED)FEET
ALONG THEARCOFA 5550.00 FOOTRADIUS CURVE TOTHERIGHT WHOSE CENT RA L
ANGLE IS ·2DEGREES37MINUTES 36 SECONDS(2 DEGREES 30 MINUTES 4 7 SECONDS
CALCULATED)AND WHOSE LONG CHORD BEARSSOUTH45DEGREES21MINUTES44
SECOND S WEST(S OUTH 45 DEGREES 16MINUTES 20 SECONDS WE ST CALCULATED)
254 .41 (243 .41 CALCULIITED)FEETTHENCE NOR TH 42 DEGR EES5 7MINUTES 47
SEC ONDS WEST 506.70 fE ET TOTHETRUE POINT Of BEGINNING,COUNTY OFEAGLE,
STATEOF COLORADO...._.
PARCEL 4:
••
EAS~:MENTS SET FORTH INRECIPROCALOPERATION,MAINTENAN CE,AND EA S EM ENT
AGREEMENT RECORDED APRIL 19,1977 IN BOOK 2 54 ATPAGE 14 2 AND AS AM ENDED IN
AMENDMENT TORECIPROCALOPERATION,MAINTENANCE AND EASEMENT AGREEMENT
RECORDED JANUARY 17,1978 IN nOOK 265 AT PAG E2 86,OVER THE fOLL OWI NG
DESCRI BED P ROPERTY:
LOT2 ,VAI L DA S SCHONE FILI NG NO.a,
P -87B JO/J 9/92 J 7:32
487976 5 -59J
PG 3 OF 3
~
La nd Tit le
C,l IAll.''''1f 1 t CI ~H'A N'Y
Da le:OG -15 -2007
LandTitle Guarantee Company
CUSTOME R Dl S::IB~~:s.I
O ur Order Numbe r :V50019571
Pro perty Address :
LOT 3 .VAIL DASSCHONEFILING 3 ,AKA 2 171 N.FRONTAG E ROAD VA IL,CO !llG57
Ify ou heve a nyinquiriesor requ ire Iurthcrassistance.pleaseconta ctone o f the numbers bel ow:
For Titl eAssistance:
Vail Titl e Dept.
1085 FIWNTAGE RDW#203
VAIL.CO 816 57
Phone:970 -476 ·225 1
Fax :97 0 -476 ·4732
SI\FEWI\Y
Attn:KAREN SHEESLEY
EMail:kare n .sbees lcy cpsalcway .rom
Linked Commitment Delivery
~
Land Tille
LandTitle Guarantee Company
Date :0 6 -15 -2007
Our O rder Number:V5 0019571
Property Address :
LOT3.VAIL DASSC HONEFILIN G3.AKA2171N .FRONTAGE ROADVAIL.CO81657
Buy er/Borrower:
SAF EWAY STORES 46 .INC ..ADELAWARE CORPORATION
Seller/Owner:
SAFEWAY STORES 46 .INC ..A DELAWARE CORPORATION
Needa map or directions for y ourup coming closing?Check out Land Title 's web site at www.ltg c.com
~di f 54Ifi cclocatiorrrecuonstoany0our0ICCocauons.
ESTIMATE Of TITLE fEES
Information Binder $183 .00
I fLa nd Title GU.rantee Company will be clo8ing thi3 transaoti on,abOVQ t ous wi ll b o c olluctud at that tLmo.
TOTAL $183 .00
THANK YOUFORYOURORDER!
~
Land Title
••lJ AIl ....N l r l (O"""....Nl'
LAND TITLE GUARANTEE COMPANY
INVOICE
Owner:SAFEWAYSTORES 1G .INC.•ADELAWARE CORPORATION
Property Address :LOT3.VAIL DASSCHONEFILING 3.AKA 2171 N.FRONTAGEROADVAIL,CO
81G57
YourReference No.:
Whcnrefer ring tothisor der,please reference ourOrderNo.V50019571
-C HARGES -
InformatiooBinder
--Tota l--
Please makecheckspayableto:
LandTitle GuaranteeCompany
P .O .Box5440
Denver,CO 80217
$183.00
S183.00
ChicagoT itleInsuranceCom pany
A I.TA COMM ITMENT
Sch edule A
O ur O rder No .V500 19571
cu «.Ref.:
Prope rlyA d dress :
LOT3 ,VA IL DAS SC HONEFILING 3 ,AKA 2171 N.F RONTAGEROADVA IL,CO BIGS'!
I .E ffectiveDate :Ju ne0 1.2007 at 5:00 P.M .
2.P olicyto b e Issued .a nd Proposed In sured:
I nformation Binder
Propose d Insured :
SAFEWAY STO RES ~6.INC ..ADE LAWARE CO RPORATION
3 .T he estate o rin terestin th e land d es cribedo r referredtointhis Commitment and coveredh ereinis:
FeeS imple as 10 Parcelland Ease mentInterestsas to Parcels 2 .3and 4
4 .T itle 10 theest ate or int erestcoveredhe rein is a tth ee ffective date hereofveste din:
SA FEWAYSTORES46 .INC ..A DELAWA RE CORPO RATION
5.T he lan dr eferred 10 inth is Comm itment is d escribed asfollows:
S EE ATl'ACH EDPAGE{S)FOR LEGALDESCRI PTION
Our Order No:V50019571
lEGAL DESCRIPTION
PARCEL 1
LOT3,VAIL DAS SCHONE FILING NO.3 ,ACCORDING TO TilE RECORDED PLAT THEREOF.
COUNTYOF EAGLE ,STATE OFCOLORADO.
PARCEL 2
RIGHTSAS CREATED BYRECIPROCAL OPERATION,MAINTENANCE,ANDEASEMENTAGREEMENT
RECORDEDAPRIL19,1977 IN BOOK 254ATPAGE 142 ANDAS AMENDED INAMENDMENTTO
RECIPROCAL OPERATION,MAINTENANCEANDEASEMENTAGREEMENT RECORDED JANUARY 17,
1978IN BOOK 265ATPAGE 286 ANDASAMENDEDIN INSTRUMENT RECORDED SEPTEMBER
17,1997 IN BOOK 737AT PAGE 428.
PARCEL3
RIGHTSASCREATEDBY RECIPRICOL OPERATION,MAINTENANCEANDEASEMENT AGREEMENT
RECORDEDJANUARY4,1977 IN BOOK 251ATPAGE335.
PARCEL 4
RIGHTSAS CREATED BY RECIPROCAL OPERATION,MAINTENANCE,ANDEASEMENT AGREEMENT
RECORDEDAPRIL19,1977 IN BOOK 254ATPAGE142ANDASAMENDEDINAMENDMENTTO
RECIPROCAL OPERATION ,MA INTENANCE AND EASEMENT AGREEMENT RECORDED JANUARY 17,
1978IN BOOK zss ATPAGE 286.
ALTA C OMMITMENT
ScheduleB -Section 1
(Requirements)
Thefollowingarethe requirements tobecompliedwith:
Our Order No.V50019571
Item(a)Paymenl 10 or fortheaccounlofthegrantors ormortgagorso f thefull consideration for tbeestateor
interest 10 be insured .
Hem (b)Properinslrument(s)creatingthe estate orInterest 10 beinsuredmustbe executed andduly f1I ed forrecord.
to-w it:
Hem (c)Paymenl of alltaxes.c hargesor assessmentslevied and assessed against the subjectpremises whicharedue
and payable.
Hem (d)Additionalrequirements .ifany disclosed below :
This productisforinformationalpurposes only anddoesnolconstituteany formoftitleguarantee norinsurance .The
Iiabilily ofthecompanyshallnotexceedthecharge paidbytheapplicantforthis product.nor shallthe company he
held liable 10 anypartyo ther thanthe applicant forthis product.
THIS COMMITMENT IS FORINFORMATION ONLY,ANDNOPOLICY WILL BEISSUED
PURSUANT HERETO.
ALTA COMMITMENT
Schedule B -Section2
(Exceptions)Our Order No.V 5001957I
Thepolicyorpolicies to be issued willcontainexceptionstothefollowingunlessthesameare disposed
oftothe satisfaction ofthe Company :
I.Rightsor claims of par tiesinpossessionnotshownhythepuhlic records.
2.Easements.orclaimsofeasements.notshownhythepuhlicrecords.
3.Discrepancies.conflictsinboundarylines.shortage inarea,encroachments,andanyfactswhicha correctsurveyand
inspection ofthepremiseswoulddiscloseandwhich arenotshown by thepublicrecords.
4.Anylien .orright toalien.forservices ,laborormaterial theretoforeorhereafter furnished.imposed by law and
nOI s hownbythe puhlic records .
5.Defects,liens,encumbrances,adverse claims orothermailers,ifany .created,firstappearinginthepublic records or
attachings ubsequenttothe effectivedalehereof bU I priortothedatetheproposed insured acquiresofrecordfor
value theestateorioterestormortgage thereoocoveredhythis Commitment.
6 .Taxesorspecialassessments which arc notshownasexistingliens hythepublic records .o theTreasurer's office .
1.Liensforunpaidwaterand sewer charges.ifany..
8.Inadditi on.the owner's policy will be s ubjecttothe mortgag e,ifany.notedin SectionIof Schedule R hereof.
9 .RIGHT OFPROPRIETOROFAVEINORLODETOEXTRACTANDREMOVE HISORE
THEREFROM SI[OULDTJIE SAMEBE FOUNDTOPENETRATEORINTERSECTTIIEPREMISES
ASRESERVED INUNITEDSTATES PATENT RECORDED OCTOBER 04.1918,tN ROOK93
ATPAGE301.
10.RIGHT OFWAYFORDITCHES ORCANALSCONSTRUCTEDBYTHEAUTHORITYOFTHE
UNITEDSTATESAS RESERVED INUNITEDSTATESPATENTRECORDED OCTOBER 04.
1918,INBOOK93ATPAGE 301.
II.RESTRICTIVECOVENANTSWHICHDONOTCONTAINAFORFEITUREORREVERTER C LAUSE.
BUTOMITTINGANY COVENANTS OR RESTRICTIONS ,IFANY,BASED UPONRACE,
COLOR,RELIGION,SEX,SEXUALORIENTATION ,FAMILIALSTATUS,MARITALSTATUS,
DISABILITY.HANDICAP,NATIONALORIGIN.ANCESTRY.ORSOURCEOFINCOME.AS
SETFORTHINAPPLICABLESTATE ORFEDERALLAWS,EXCEPT TOTHEEXTENT T HAT
SAIDCOVENANTOR RESTRICTION [SPERMITTEDBYAPPLICABLELAWASCONTAINED
ININSTRUMENTRECORDEDJULY 23.1916,IN BOOK 241ATPAGE656.
12.TERMS .CONDITIONSAND PROVISION S OFRECIPROCALOPERATION.MAINTENANCE AND
EASEMENTAGREEMENTRECORDED JANUARY04,1911IN BOOK 251 ATPAGE335.
ALTA COMMITM ENT
ScheduleB .Seclion 2
(Exceptions)O ur Order No.V50019571
The policyorp olicies to be issued will conta in exceptions to th efollowing un lessthesamearcdisposed
oftothesatisfactionoftheCompany:
NOTE:T HE RIGH T OFFIRST REFUSAL PROVISION OF SAIDAGREEMENT HASBEEN
TERMINATEDBY VIRTUE OFTilEEXECUTION OFTH E MUTUAL WAIVER OF RIGH T OF
FIRST REFUSAL RECORDED OCTOBEI1 19.1992IN BOOK 591 AT PAGE 874.WIl ICH
CONTAINS TilE FOLLOWING PROVISION REGARD ING SAID AGREEMENT:"VAILCITYAND
WESTVAIL MUTUALLY AGREETOAMENDTHEEASEMENTAGREEMENT BY ELIMINATING
PARAGRAPlI 14 "ANDANYOTHER REFERENCES TO A RIGH T OFFIRSTREFUSALIN
THEIR ENTIRETY.WEST VAILAND VAIL C ITYDOFOREVER WAIVE
13.T ERMS .CONDITIONS ANDPROVISION S OFORDINANCE ANNEXING A POliTIONOFAN AREA
GENERALLY KNOWN ASWESTVAIL RECORDED JANUARY 29.1986 IN BOOK 435 AT PAGE;
541.
14.EASEMENTS ,CONDITIONS,COVENANTS.RESTRICTIONS,RESERVATIONS ANDNOTESON
THEPLAT OFVAIL DAS SCHOME,FILING NO.3 RECORDEDJULY 8.1976 IN BOOK
143637 ATPAGE399.
15.ENCROACHMENTOF ASPHALTONTOUTILITYEASEMENTS ALONG TH E SOUTHEASTERLY AND
SOUT HWESTERLYLOTLINES AS SIIOWNONIMPROVEMENT LOCATION CERTIFICATE
#V60535BY INTER·MOUNT AIN ENGINEERING.LTD.
16 .T ERMS.CONDITIONS ANDPROVISIONS OFRECIPROCAL OPERATION.MAINTENANCEAND
EASEMENTAGREEMENT RECORDED APRIL19,1977IN BOOK 254 ATPAGE 142 AND
AMENDMENTTHERETORECORDED JANUARY17.1978IN BOOK 265ATPAGE286AND AS
AMENDEDININSTRUMENT RECORDED SEPTEMBER 17,1997IN BOOK 737 AT PAGE 428.
17.ENCROACHMENT OFROCK LANDSCAPING ONTOINTERSTATE 70 FRONTAGE ROADAND
UTILITY AND DRAINAGE EASEMENT ASSHOWNONSURVEYDATED OCTOBER 13.1992.
PREPARED BY MOUNTA IN STATES ENGINEERING ASSOCIATES .P.C.JOB #92-40.
18.TIIR EE FOOT CHAIN FENCE ANDSANITARY SEWER LINE AFFECTING SUBJECT PROPERTY
ASSHOWN ONSURVEY DATED OCTOBER 13,1992.PREPAREDBY MOUNTAIN STATES
ENG INEERING ASSOCIATES,P .C.JOB#92-40.
LAND TITLE GUARANT EEC OMPANY and LAND TITLE GUARANTE E COMPANY -G RAND JUNCTI ON
DIS CLOSURE S TATEM ENTS
No te :P ursuantto CRS10·11 ·1 2 2.nolice is herebyg iventhat :
A)Th es ubjectrealp roperty may be locat ed in as pecialta xing district .
B)A Ccrtlllcateof Taxes Due lisling eachtaxing ju risdiction may beo hlaincdf rom theCounty
Treasurer 's authorized ag e nt .
C )T heinf ormationreg ar ding s pec ialdistrictsa ndthe bound aries of su ch d is tricts may be obt ained from
th eBoardo f Co unty Commiss ioners,t he CountyCl er kandRecorder .or the Co untyAssessor.
Note :EffecliveSeptember I.1997 ,C RS30-10·40 6 requires that alldo cuments r eceived for recording orfiling
inthe clerk andrecord er's offices hall containatopmar gin ofatleast one incha nd a left ,ri ghta ndboltom
margin ofatleast on e half ofaninch ,Th e clerka ndrecorder mayrefusetorecordorfile a nydo cument that
d ocs not conform,except that ,th e requir ementforthetop margin shallnot appl y 10 do cuments using forms
onwhichs pace is pro vided forre cording or filing informa tionatthe topmargin of the do cument.
Note :ColoradoDiv isionof InsuranceRegulalions 3 ·5 ·1,Par agraphCofArt icleVII requiresthai "E very
titl ee ntity s hallbe res ponsible fo r a llmattersw hich app ear ofreco rdpri or 10 the tim eo frecording
wh en ever thetitleentity conductsthe clos inga nd is re sponsible forre cording orfilin g ofleg al
documents resulting fromthe tr ansaction whichw as clos ed".Provid ed that Land Titl eGuarantee
Co mpany co nductsthe cl osingofthe insur ed transactiona ndis responsible forrecording th e
legal documents fromthe transaction .exceptionnu mber5 willnot a ppear on the O wner'sT itle
P olicy andthe Le nders Policy whe nissued .
Not e:Affirmative m echanic's lien protection fortheO wnermay be available (typically byd eletion
of E xceptionno .4 of Schedule B,Section2 oftheC omm itmentfromthe Own er's Poli cy tob e
issued)up on complian cew iththe followingconditions:
A)T heland des cribed in Sche duleA of thiscom mitm e ntmu st bea s inglefamily residencew hich
incl udes aco ndominium ortownhou se unit .
B)No laboror materi als havebeen furnishedbymec hanics ormaterial -men forpurposes of
con struction onthe land described inScheduleAo fth isC ommitment wit hinthe past 6month s.
C )The Company must re ceive an appropriateaffid avit ind emnifyingt he Co mpany agai nstun -Iil ed
mechanic's andmaterial -men's liens .
DJ T he Company mu st receive paymcnt ofthe appropr iate pr emium.
E )Ift here has beenconstructio n ,Improvements or major repairs und ertaken onthe property to be pu rchased
w ithins ix monthsprinrto the Dateo ftheCommi tment ,the requirements to o btain coverage
foru nrecorded lienswill i nclude :disclo sure of certain co nslruction information;fi nancial info rmation
a s tothes eller.the build era ndorthe contr actor:payment ofthe appr opriate pr emium full y
ex ecuted Indemnity Agre ements satisfactory tothe company.and .any additional requirements
asmaybe necessary aftera n ex amination ofthe aforesaid information bytheC ompany .
Nocov erage willbegivenund era nycir cumstancesforlabor ur material for wh ich Iheinsured
has contractedforor ag reed to pay .
No te :Pur suant toCR S (0 -11 -123,noticeis herebyg iven :
Thi s not icea pplies 10 owner's poli cycommitments co ntainingamineral se veranceinstrument
e xception,o r exceptions .in Sc heduleB,Section 2 .
A)Th at there is re cordedevidencethatamineral esta tehas been sev ered,leased.oroth erwise
conveyedfrom thes urface es tateandthat there isas ubstantial like lihoodthatath irdparty
hold s someorall interest in oil ,gas,other minerals,o r g eothermale nergyinthe property ;and
B)That such mineral estate may in clude the right 10 en terandusetheprop erlyw ithoulthe
surface own er's permi ssion .
Nothing herein cont ained will be deemed 10 obligate the companytopro vide an y of thecoverages
ref erred toherein unl ess theaboveco nditionsaref ully sa lisfied .
,onn DISCLOSURE 09/01/02
NOTI CE OF PRIVA CY POLICY
FidelityNati onalFinancialGroupofComp anies/Chi cago TitleInsu rance Company
SecurityUnionTitle InsuranceCompany
JulyI.2001
We recognizeand respeclthe privacyexpectationsoftoday'sconsumersandthe requirements of applicablefederaland
state pri v ac~laws.Webelieve Ihat makingyouawareofliow we uscyour non-pubfic personal information("Personal
Information 'J ,andtowhomilisdisclosed.willformthe basisfurarelationship oftrust between us andthe puhlic
thatweserve.ThisPrivacy Statementprovides thai explanation.We reserve the righl 10 changethis Privacy
Statementfromtime 10 time consistentwith a pplicableprivacy laws.
In thecourseof our busin ess,wemay collect Person al Information aboutyoufrom thefollowingsources:
•Fromapplicationsor other formswe receive fromyo uoryourauthorizedrepresentative:
•Fromyourtransactions with,orfromthe services being performed by.us.our affiliates.orothers;
•Fromour Intern et websites:
*Fromthe publicrecords maintained by governmental e ntitiesIhatwe either obtain directly fromthose
entities.or from ouraffiliatesorothers:and
•Fromconsumer or otherreportingagencies.
Our Policies Regarding theProt ection of theConfidentiali ty and SecurityofYour Person al Info rmation
Wemainlainphysical,eleclronic andproceduralsafeguards 10 protect yourPersonal Information fromunauthorized
access or intruslon.Welimitaccess tothePersonal Information only 10 those employeeswhoneed such access in
connection withprovidingproducts orservicestoyou orforotherIegilimale busfne ss purposes.
Our PoliciesandPrac tices Regard ing the Sharing ofYourPerson al Information
WemayshareyourPersonal Information withour affiliates.such as insurancecompanies.agents.and other real
estate selllement service providers.We also may disclose yourPersonal Informalion :
•toagents.brokers orrepresentatives toprovide youwith services youhaverequested:
*to Ililrd-party contractorsorservice providersw110 providese rvices or performmarketingorother
functions onour behalf:and
•to otherswithwhom weenter intojoin l marketing agreementsforproducls or servicesthat webelieve you
may findofinterest.
Inaddition,wewilldisclosey nur Personal Information when youdirect or give us permission,when weare required
by law 10 doso.orwhenwesuspectfraudulent orcriminalaclivities.We alsomaydisclose yourPersonal
Information when otherwisepermittedbyapplicableprivacy laws suchas ,for example,when disclosure is needed
toenforceourrightsarising outofany agreement,transacuon orrelationshipwith you.
Oneoftheimportantresponsibilitiesof someofouraffiliated companies isto record documents inthe public
domain.Such documents maycontain your PersonalInformation.
RighttoAccessYourPersonal Information andAbilityto Correct ErrorsOrRequestChangesOrDeletion
Certain statesaffordyoutheright 10 accessyourPersonalInformationand.undercertaincircumstances.10 findout
towhomyourPersonalInformalionhas been disclosed.Also,certain sta tes afford ,You theright 10 request
correction.a mendmentordeletion of yourPersonallnformalion .We reserve thenghl ,wherepermittedby law.10
chargeareasonable feetocover thecostsincurred inresponding 10 such requests.
Allrequests submitted 10 theFidelityNationalFinancialGroup of Companies/ChicagoTitleInsuranceCompany
shall be inwriting,anddelivered tothe followingaddress:
Privacy Compliance Officer
Fidelity National Financial,Inc.
4050CalleReal,Suite 220
SantaBarbara,CA 93110
MultipleProdu cts orServices
Ifweprovid e you withmore than one financial product orserv ice.youmay receive more Ihanone privacy notice
fromus.Weapologize foranyinconvenience thlsmay cause you .
f orm PRIV .POL .au
NOTICEOF PRIVACY POLICY OF
LANDTITLE GUARANTEE COMPANY.INC..A COLORADO CORPORATIO N
AND
MERIDIAN LANDTITLE,L.L.C ..A COLORADO LIMITEDLlABLlTY COMPANY ,D/B/A
LANDTITLE GUARANTEE COMPANY -GRAND JUNCTION
ThisStatement is provided toyou asacustomer orLandTit le GuaranteeCompany,aColorado corporation and
MeridianLandTitle.LLC.d/b/aLandTitleGuaranteeCompany -Grand Junction.
Wewant you toknowthatwe recognize and respectyourprivacyexpectations andthe requirements offederal
and s taleprivacy laws .Informationsecurity isoneofour highestpriorities.Werecognize that maintaining your
tr ust andconfidence isthebedrockofour business .Wemaintain a ndregularlyreviewinternal andexternal
safeguards against unauthorized access tonon-public personal information ("PersonalInformation").
In the courseofour business,wemay collect Personal Information about youfrom:
•applications orother forms wereceivefrom you,including communications sent through TMX.our
web-based transaction managemenl system:
•yo urtransactionswith,orfromtheservicesbeing performedby,us,our affiliates,orothers:
•aconsumer reporting agency,if such Information isprovided to usinconnectionwith yourtransaction:
and
•thepublicrecords maintained by governmental entitiesthatwee ither obtain directly from thoseentities.
or fromouraffiliatesand non-affiliates .
Our policies regarding theprotectionorthe confidcnliality and security ofyoor PersonalInformatiunareas
follows:
•We restrict access toall Personal Informal ionabout youto those employees who needtoknow that
informationinorder 10 provide products andservices 10 you.
•Wemaintainphysical.electronic andprocedural safeguards thatcomply with federal standardsto
protect your PersonalInformalion from unauthori zed accessorintrusion.
•Employees who violate ours trict policies andprocedures regarding privacyaresubjecttodisciplinary
action.
•Weregularly accesssecuritys tandards andprocedures toprotect against unauthorized access 10 Personal
lnforrnatiun.
WE DO NOT DISCLOSE ANY PERSONAL INFORMATIONABOUT YOUWlTHANYONE FOR
ANY PURPOSETHAT IS NOTPERMITTED BYLAW.
Consistent with applicableprivacy laws.there aresomesituationsinwhich Personal Informationmay be
disclosed.Wemaydiscloseyo ur PersonalInformationwhen y oudirect orgiveuspermission:when weare
requiredby law todo so,forexample.if weareservedasubpoena;o r when wesuspeci fraud ulent or
cr iminal activities.Wealsomay discloseyour PersonalInformationwhenotherwise permille dby applicable
privacylawssuch as,forexample.whendisclosureisneeded toenforce ourrights arising nutofanyagreemenl,
transaction orrelationshipwithyou.
Our policyregardingdispute resolulion isas follows .Anycontroversy orclaimarisingout oforrelating 10 our
privacy policy,orthebreachthereuf.shallbese ttled byarbitration inaccordance with therules of theAmerican
Arbitration Association.andjud gmentupontheawardrenderedbythe ar bitrator(s)may beentered in anycourt
havingj urisdiction thereof.
Fo rm PRIV.PO L.LTG .!
•
EXTERIOR NATURAL STONE THIN VENEER
MATERIAL SPECIFICATION
Material:Quartzitic Sandstone (Natural Stone Thin veneer)
Color Selection :"Grey Stone -Safeway Blend"
Color Range:Gray-Gray Beige-Brown Beigewithavery small percentage of Charcoal and Yellowish Tan .
%"t010/."
5"to10"
5"to10"
%11 to 1 %11
1 %"to 2 %"
4"to14"
Pattern:1.
2.
Origins:
Brokers:
Ledgestone (Dry Stack)
.Sizes:Thickness
Height
Length
Ashlar "European Cut"(Dry Stack)
Sizes :Thickness
Height
Length
Wister,Oklahoma -Rock-It Natural Stone,Inc.
Poteau,Oklahoma -Robinson Brick Co.
TellUride,Colorado -Telluride Stone Co .
PeninsulaBuilding Materials -Handles Rock-It and Robinson Brick
2490 Charleston Road,Mountain View,California 94043
Contact:Bob Park 877-282-0522
Oasis Stone Co .-Handles Telluride Stone
10544 Old Redwood Highway
Windsor,California 95492
Contact:Christy Hudson 707-975-1762
SECONDARY I BACK-UP SUPPLIER BY DIVISION
PRIMARY SUPPLIER BY DIVISION
Eastern/Genuardi's
Dominick's
Denver
Randall'slTom Thumb
Phoenix
Von's
NorCal
Portland
Seattle/Carrs
Canada
Easternl Genuardi 's
Dominick's
Denver
Randall'slTom Thumb
Phoenix
Vons
NorCal
Portland
Sealtie/Carrs
Canada
Oasis
Oasis
Oasis
Rock-It
Rock-It
Rock-It
Rock-It
Robinson
Robinson
Robinson
Rob inson I Rock-It
Robinson
Rock-It I Robinson
Rock-It I Robinson
Oasis I Robinson
Robinson I Oasis
Oasis I Robinson
Oasis I Robinson
Rock-It I Oasis
Rock-It I Oasis
APPRC "'''''1'''r.f'''"fHE
TO '
DESIGI'
\:f-\Iq l OT
R-~
Uiyv\.\·h~
Safeway Thin Veneer Stone Specification
Allstonetobe "SafewayBlend"asprov ided byPen insula Build ing Materials,2490Charleston
Road ,MountainView ,California94043 ,877-282-0522.
Therewillbe two bas ic typesof installations for Safeway -both"tightjoinf .
A-Random Ashlar thin veneer
B-Ledgestone thin veneer
PriortoInstallation -
Ensureproduct supplied isin accordance withthework order -either Ashlar or Ledgestone ,and
compare product to ·"ControlPanelPhoto"providedwithworkorder .
Ifstoneappears markedly differentthanthephoto ,pleasetakedigitalphotoandemailto
bobp@pbm1923 .com,prior toany Installation.Oncestone is Installed ,thegeneral contractor
willbearrespons ibilityforthe prod uct installed .
Est imating Quantities ofStone-
A-Determine thelinealfootageofcorners-Corner pieceswillcoveran approximate average
of 6inchesontoeachflatsurface .Deduct thisareafromthe estimation of flatsneeded .
B-Sincematerialis"tight io/nf,measureentiresurfacetoreceivestone .Thereshouldnotbe
any deduction for joints .Anoverageof7%to10%shouldbefiguredfor breakage andwasteon
jobslte .
Preparing the Installation Surface
Natura l stonethin veneer isgenera lly suitablefor installationovervariousstable ,structurally
soundand properly prepared substrates.Unstable substrates mayresultin cracking or poor
bond ing .Exterior applications should generally begin4"abovegradeto prevent mo isture from
"wicking"intothewall.Refertolocal building codesto determine substrate suitability and
requirements forstone "thinveneers ".
ToInstalloverRigidBacking -suchasplywood ,wallboard ,panel ing,rigid installationorother
acceptable substrates ,beg in by installinga "breathable "weathe r res istant barrier.The weather
resistant barriershou ld meetlocalbuildingcode requirements andbeequalor greater thanthat
specified intheUBC Standard 14-1for wat erproof building paper orasphaltsaturatedragfelt ,or
ASTMD226 ,Type1,No .15felt.The weather resistant barriershouldbeInstalled horizontally
[shinglestyle]with overlaps ofatleast2Inches .Vertica l breaksshouldoverlapatleast6
inches.Continually wrap weather resistant barrier aroundcornersaminimumof16".
Install metallaUle [galvanized,diamondmesh(3 .4 lb.)or galvanized wire Iabrtc lathe1.1Ibs.,
.049Inch[No .18B.W .gauge]1 Y.z"hexagonal ,asrequiredbylocalbuildingcodes.Securethe
metallaUle every16"horizontally andevery6"vertically,withcorrosion resistant fasteners which
penetrate aminimum of 1"Intothe structural substrate.Forstructuralframlngwith16"to24"
spacing,usea3.4 ,318 "expandedmeta l lathe .Metallatheshouldbeinstalledwith "cups "facing
upandminimum overlaps of2".Continually wrapmetallathearound comers aminimum of16".
Ensurethatmaterialsandspecifications conformtolocal building codes.Donotinstallthisthin
veneer over openframingwithoutarigid backing .
2
Safeway Thin Veneer Spec .-pg .2
ToInstallover Treated Masonry Surfaces -suchas painted,sealedordirty block,brick,
concrete ...or masonry surfaces where moisture penetration Isa primary concern ,installa
weather resistant barrier andmetallathe .Weather resistant barrier andmetal lather should
havethesame specifications andbe installed Inthesame manor as installations over rigid
back ing .Metallatheshouldbe securely attached tothe masonry substrate according to local
bUildingcodes .
ToInstalloverClean ,Untreated Masonry Surfaces -suchasblock ,brick ,concrete ...no
additional surface preparation isneeded .Ifmoisture penetration isa primary concern ,installthe
thin veneer asyou would over treated masonry surfaces .
Mortar Specifications andStoneInstallation
"SafewayBlend"thin veneer is designed tobe installed withatightfittedjoint.However,there
willbetimeswhenthe mortar might show through thecracks of theinstalled product .Forbest
resultsthe mortar shouldbecoloredto compliment thenatural color ofthestone.
Laythe individual stonesoutonthe ground and arrange thestonesbysizeand color toproduce
the desired 'Safeway Blend "appearance before installation.Installinsideandoutsidecorners
first.Outside comers alwayshaveashortandalongside .Alternate theshortandlongsides
upa comer asyoumoveupthewall.Choosepiecesthatwillavoidthe "Zipper"look,of
alternating samesizepieces .Work fora natural look .'Weave"ins ide comers by installing both
walls [makingupan inside corner)atthesametime .Stones should alternate which wall's
scratchcoatthey intersect with.
AScratchCoat-shouldalwaysbeappliedbeforeanystoneis installed .The scratch coatis
applied directly to[andshould completely encapsulate]themetallatheor untreated masonry
surface .When preparing the mortar for applying ascratchcoat ,adheretolocal building codes
andfollowthe mortar manufacturer's i nstructions .
Toapply 'Safeway Blend "Th in Veneer -usea latex-modified thin setfor exterior use,meeting
ANSI-A118.4 .This ensures superior bondingand durability ofyour installation .When preparing
thethinsetmortar ,adheretoloca l bUildingcodesand follow thethinset mortar manufacturer's
instructions.
Ensure that thesurface of thestoneandthescratchcoatare dampened to prevent rapiddry ing
ofthethinset mortar [especially inhotdry conditions).Usinga mason's or plasterer's trowel ,a
skimcoat [approXimately 3/8"to W)shouldbeappl ied toa workable area [approximately 4to10
square feet)ofthescratchcoat.Stoneshouldbeapplied prior totheskimcoatdrying.A
complete bedofthinset mortar shouldthen be applied totheback of thestone .Thestone
shouldbepushedontotheskimcoat using adequate pressure andaslight "side-to-side'or
"bouncing"motiontoensurea complete,void-less bond .Mortar shouldsqueeze out onallsides
of thestone,resulting Inanapprox imate thinset mortar depthof W to Y.".Total mortar bed
depth[inclUdingscratchcoat)shouldbe approximately W to11/4".Thestoneshouldtakehold
immediately,butyoumayneedtoholditin-placefora moment toensureitstays where you
want.Sincethisisa ·tight joint application",cleantheexcessthinset mortar awayfromthe
edgesofthestone[whereit squeezed out)toensurethenextpieceofstonewillfit snugly.
3
Safeway Thin Veneer Spec .-pg .3
Water TableSills-allO\-V youtocreatethelookofa fullthfckness wainscot orfinished 'NIndO\-V
penetration and protect walls fromexcessive moisture.If water tablesillsarenotused ,other
precautions should be takentonashhorizontal tenninations .Sillsaredes igned 10create
approximately y,"to1 ;SO ofoverhangoverthethinveneers .Thinsetmortarshou ld conformto
specifications and be installedusingwall veneer recommendations [asdescr ibed intheabove
sectionentitled "Mortar Specifications andlnatatlauon "[.
4
Recommended Installation Instructions
TheOasisStone Company Thin Veneer Products
Description of Thin Veneer Stone
TheOasisStoneCompany's ThinStoneVeneerProductsarelightweight,easytoapply,durable,and
mostimportantly,100%naturalstone .Selectpiecesofstonearefirstsplit downtoamanageablesize.
Theyarethenrunthroughasawtoremovethefaceofthestone.ItisthisfacethatwerefertoasaThin
Veneer.Thestoneisthenwashed,graded,packagedandpallelizedinsuchawayastoprevent
breakageduringtransport.Eachpieceofstoneisunique,asnomouldsorcoloradditives areeverused .
Theweightofthestonevariessomewhatbetween8and15poundspersquarefoot,dependingonwhich
productisbeingused.Thestonesarebacksawnatanaveragethicknessof1inch;however,the
thickness may varyfrom .5to2inches.Heightandlengthofthestonesaswellascolorvaryfromproduct
toproductandthisinformationcanbeobtainedfromourProduct Spedfications .AllofourThinVeneers
arederivedfromFullSizeWallstoneVeneer.Itiscommonpracticetocombinebothtypesintoone
project .
Application of Thin Veneer Stone
TheOasisStoneCompany'sThinVeneerProductsareequallysuitable foruseinbothinteriorand
exteriorapplications.OurThinVeneershavebeendesignedfornon-structuraluseasalightweight
veneer fadng appliedtobothmasonryandwoodsurfacesonresidentialorcommercialapplications.A
foundation ,walltiesorotherstructuralsupportisnotrequired'.Installationissimple,faster ,and
inexpensivecomparedtoheavierstoneveneers.
Estimating Required Amount of Thin Veneer Stone
Measurethelengthtimestheheight(infeet)oftheprojecttodeterminetheamountofThin Veneer"Flats"
thatwillberequired.Subtractsquarefootagesforanyopeningssuchasdoors ,windows,orfireplace
inserts.Inareaswhereamatchingoutsidecornerisdesired,measurethelinealfootagetodetermine
amountof "Comer"piecesthatwillberequired.Obtainsomeextrastonetoallowforwider aselection,
cutting ,trimming orreplacementif acddentally damagedduringthe installationprocess.
Surface Preparation
Concrete or Masonry Surfaces:
Ifanyformoilispresentorsuspected ,washwithmuriaticacidtoproduceetching,scoresurfacewitha
w ire brush ,andrinsethoroughlywith dean water,allowdrying .Ideally,usewaterunderhighpressureto
wash,andsandblastingtoetchsurface .
Ifanypaintsorsealersarepresenttheymustberemovedentirely.
All surfaces must be adequately washed and dried to ensure surface isfree of dust,dirt,and other
contaminants.
Concrete Surfaces Protected With a Waterproof Membrane
Ifthestonemustbeappliedoveranyliquid,oilortarbasedpaintedonwaterproofmembrane;underno
drcumstances shouldmortarorstonebedirectlyapplied tothesurface.Installaweatherresistantbarrier
overlappingjo ints aminimumof4inchesandsufficientenoughtopreventcontactofmortartothepainted
surface .Theninstallcodeapprovedmetallatheovertopofthesurfacew ith galvanizednailsorfasteners ,
toadepthof11/2inchesorasacceptablebythelocalbuildingcode,toamaximumof6inchesapartin
anydirection.Ensurethatnoresiduefromthewaterproofingagentispresentonthesurfaceofthelath.
5
Wood Surfaces:
Alwaysensurethatthesurfacethestoneistobeappliedtohasbeeninstalledproperlyandaccordingto
code .
Installalayerofcodeapprovedweatherresistantbarrieroverlappinglapjointsaminimumof4inches .
Installcodeapprovedmetallathewithgalvanizednailsorscrewsthatpenetrateaminimumof11/2
inchesintothewood .Spacenailsorscrewsamaximumofsixinchesapartinanydirection .Useanailor
screwofsuitablelengthtoobtainadepthofatleast11/2inchesintothestudwhenattachingoverastud.
Stone Preparation
Laystoneoutonaflatsurfaceneartotheapplicationarea .Alwaysblendstonestogetherfromdifferent
palletstopreventminorcolorvariancesfrombecomingnoticeable .Ensurestoneiscleanandfreeofdirt
anddust.Incolderclimates ,ensurestoneremainsattemperaturesabovefreezing 48hourspriorto
installing.
Planforsomecontrastandvariety .Mixcolors,sizes,shapes,thickness ,andtexturestocreateunique
andnaturalfinishes .
BlendingtogetherdifferentOasisStoneCompanyThinVeneerscanachieveacustomizedlook.
Mortar Preparation
TypeMorSmasonrycementtobeused .Abondingagentistobeaddedtothemasonrycementwhile
mixingataratioof4oz .to1standardbagofcement.Whenmixingandusingthemortar,themortar
shou ld befirmyetmoist.Dry-crumblymortarrequiresmorewater ,whiledrippy-soggymortarneedsto
havemoremixadded .Consistencyiscorrectwhenyouapplyastonetothewallandthemortarfirm ly
oozesaroundthestonebutdoesnotrollorcreepoverthefaceofthestonewhileyouarepressingthe
stoneintothewall .Throughouttheinstallationprocedureensurethatthemortarmixremainsconsistent.
Onlymixtheamountofmortaryouwill beusing immediately .
Re-temperingofthemortarisnotallowed .Mortarthatsitsformorethantwohoursmustnotbeused.
Forsomeapplicationsanddesigns,theadd ition ofcolorsandpigmentstothemortarwillenhancethe
overalllookofthestone.Insomeappl ications aThinSetMortarbasemayberequiredandshouldbe
usedasperThinSetmanufacturer 's recommendations .
Installation of Thin Veneer Onto Prepared Surface
Oncetheinstallationofstonehasbegun,donotallowanyconstructiontooccurontheoppositesideof
thewallforaperiodof72hoursaftercompletion ofthe installationprocess .
Alwaysstartatthecornersfirstandworktowardsthemiddle .Work fromthebottomup.Trytostagger
whereyoufinishoff,astheseareastendtohavesmallerstonesandlookdifferentthantherestofthe
wall.Avoidhaving'runningjoints",thatis,verticaljointsrunninginastraightlineformorethan2or3
stonesasthiswilldeterfromthelookofstrengththestonewalloffers .
Applya1/2-3/4 inchthickscratchcoatofmortaroverthewalloveranareaof2to10squarefeetata
time .Anymorethanthisandthecoatwilldryoutprematurely .Roughup thesurfaceofthemortarusinga
trowel ,rakeorothertoolwhilestillwet.
Spreadalayerofmortartotheentire backofthestone,pressingthemortaronfirmlywith thetrowel.This
layershouldbe Yz inch thickattheedgesandover %inchthickatthecenter,withapyramidtype
appearance.Theentirebackofthestonemustbecovered .
Pressthestonefirmlyinplacemovingitslightlybackandforthexpellingtheairandcausingavacuum-
likeadhesion.
6
Ensurethatyoupushhardenoughtocausethemortartooozeoutaroundthestone.Toobtainadry-
packlook,keepthejointsastightaspossible .Thestonecanbecutorsplittofitusingcommonstone
work ing toolsand ,unlike simulatedstone,willnotshowanundesirablecorewhencutorsplit.After
cuttingthestone,placethecutside facingupaboveeyelevelandfacingdownbeloweyelevel.Trowel
thejoints ifvisible oruseagroutbag.Takecaretoavoidspilling mortarontofinishedstonework.Remove
anymortaroffofthestonebyusing asofttomedium drybrush ,as awetbrushwilljustspreadthemortar
outmorethinlyandmaycausestaining.
Exterior Application Notations
Flashingmustbeinstalledtopreventwaterfromgetting inbehindthestone.Alleffortsmustbemade,
andall bUilding codesmustbefollowed ,inregardstothepreventionofwaterbeing allowedtoreach
behindthestone.Theabsence,or incorrect installation,offlashings,caulking,copings,waterproof
barriers,weep-holes,downspoutsandgutters (etc.)mayallow watertodrip onorbehindthestone.Salt,
de-icing chemicals ,orsoilsandgrassesmayreactwith themortarmix andcanstainthestone.Inareas
wheretheseconditions maypresentthemselves,ensurethattheThin Veneer isatanappropriate height
toavoid anypotential problem.
Sealers and Enhancers
V\lhile theOasisStoneCompanydoesnotendorseonespecificsealant,enhancer ,ormanufacturer ,we
dosuggest,justasallnaturalandsimulatedstonemanufacturersdo,thatthestonebesealed.The
sealantorenhancermustbedesignedfornaturalstone.Followthestonesealermanufacturer's
recommendationsandtestonasmallhidden areafirsttoensureexpectedresults.
Cleaning
AstheOasis StoneCompany's ThinVeneersare100%naturalstone,arenotpouredfrommolds,anddo
nothavepaintedsurfaces,extraprecautionsarenotrequiredwhenwashingthestone.Asimplesolut ion
ofsoapandwatershouldcleanmostdirtysurfaces.Abristlebrushmayberequiredforstubborn
situations.
Efflorescence
Efflorescence isanunsightly residue causedbywater-so luble salts being releasedtothesurface from
mortar,stucco,concrete,brickorsimulatedstone.AstheOasisStoneCompany's ThinVeneersare
completelynatural ,efflorescencewillnotbecausedfromthestone,butrarelymaycomefromthe
masonrycement.Tocleanthis,allowthefilmtocompletelydrythenscruboff .Abristlebrushandclean
water isusuallysufficient,butifnot ,useawater :vinegarsolutionata5:1mixture.Alwaysuseclean
watertorinseoff.
Building Code Requ irements
BuildingCoderequirements willvaryfromareatoarea.CheckwithyourLocalBuildingAuthoritytoobtain
therequirementsforyourarea.Alwaysincorporategoodbuilding practices.
Safety
Alwayswearsafetyglasses,gloves,safetybootsandappropriatesafetyapparelwhenworkingwithany
stoneproduct.Themortarmixesandstonesealerscanbeparticularlyirritatingtotheskin.Readall
manufacturers'labelspriortousing theirproducts.
Storage
Nospecial storageconditions arerequiredforTheOasisCompany's ThinVeneerproductsastheyhave
beenexposedtoMotherNatureforafewmillion years.Themortar mixshouldhoweverbekeptfreeof
moisture .
7
Weather Conditions
Donotallowthedryingmortartobeexposedtofreezingtemperatures .Inhotanddryweather,spraythe
backofthestonewithaverythinlayerofwaterfromafinemistsprayertopreventoverabsorptionof
waterfromthemortarmix.Ifapplyingdirectlyontoconcreteormasonrysurfacesorontoascratchcoat
surface,alightwaterfilmmayalsoberequired.
Note:
"LocalBuildingCodesand Requirements must be researched and followed bythe installer forall installations .
Itisthe responsibility ofthe installer toensurethatthe Manufacturer hasnot changed or updated this
document.
These installation recommendations are provided only as ideasforsolutionsto architectural designs ,theydo
not necessarily applyto specific architectural applications.These installation recommendations may require
changesto meet a particular designrequirement.TheOasisStone Company will accept no responsibility or
liability foruse of these installation recommendations .
TYPICAL TECHNICAL DATA
THIN STONE VENEER
Tested material:
Test performed :
Bulk specific gravity :
Unit weight:
Weight @ 1"th ickness:
Weight per120 sq.ft sample
submitted
(avg .thickness 3/4"-11/2")
Tests conducted by :
"TELLURIDE GOLD"TM
ASTM 0-6473
2.45
152 .5 Ibs/cub.ft
12 .71 Ibs/sq .ft .
12 .63 Ibs/sq .ft
LincolnDeVore ,Inc .
Geotechnical Engineers -Geologists
Grand Junction,CO
P.O .Box 3552·Telluride,CO81435
Phone 970 .728 .6201 •Facsimile 970 .369.4568
Denver Office Phone/Facs .303.388.8863
www.telluridestone .com
8
ROCK-IT NATURAL STONE INFORMATION
ROCK-ITNATURALSTONE ,INC
P.O.BOX410
WISTER ,OK74966
Phone1-800-371-4219 -Fax918-659-232
ToWhomIt May Concern :
Whatbegan25 years agoasonefamilyattemptingtomakeextraincomeonthefarm,tooneofthe
largestrockproducersinOklahomaandArkansas,isnowknownasRock-ItNaturalStone,Inc.In July of
1999the family becameveryseriousaboutthestoneindustryandopenedtheirdoorsasRock-It Natural
Stone.Withallmembersofthe family ,father,BillyBaldwin,mother ,Lydia,and4sons,Caleb ,Clint,Ben
andBrandon ,andavery dose friendasthelonesalesman,DavidBullardand25otheremployeesthis
companywasofficiallylaunched .The years between1999and2006havebeenonesoftremendous
growthandprogress.Fromtheoriginal30-35peoplesprangupanoperationnowemploying120and
producing28,180tonofstoneinthe year 2000to37,538tonin2005and45,885toninthefirstsix
monthsof2006andfromshipping3to4loadsofstoneperweektoanaverageof60 .
Rock-Itbeganoperationswithtwobondedandpermittedquarries.Currentlythe company has14
quarriesthatarepermittedandbondedaccordingtotheOklahomaDepartmentofMineswith3quarries
pendingapproval.Thecompanyownsseveralofthesequarriesandtheothersareheldwith10year
leases.Atthistimethereare500acresbondedand2000acrespermitted ,Thecustomerbaseismade
upofapprox imately 60to75d ients whoorderonaveryregularbasis and30to40otherd ients that
orderfromtimetotime.Severallargejobshavebeensuccessfullycompletedforthese dients aswellas
continuingtosupply their daily inventoryneeds.Thefollowingareafewofthe largerjobsRock-It has
suppliedthenecessarystone :
1900Ton-Quik-Pik Headquarters inTulsa ,Oklahoma
1800Ton-SkiResortinColorado
ALargeHotelandSeveralLargeResidences intheSantaBarbara,CaliforniaArea
1300Ton-CanadianOfficeComplex
LarimerCountyJusticeCenter-FortCollins ,Colorado
LaQuintaHotelinCalifomia
Multi-Residential JobsinCalifomia ,Dallas,Atlanta ,NewYorkandPhoenix
OnFebruary11,2003 ,Rock-ItNaturalStonebecameacorporationwithBillyBaldwinasPresidentand
CEO,LydiaasSecretaryfTreasurerandCaleb ,Clint,BenandBrandonas key managemenUsupervisors.
Each member ofthe family realizesthatwithoutthededicatedemployeesRock-It has ,thegrowththatthe
company hasachievedwouldnotbeassubstantial.Rock-It's commitmenttoaquality productanda
satisfiedcustomeris#1throughoutthecompany .
9
Job :I Type :I
Clio ..:;=======~I Approvals:;::,=======::;C Yn~~d~b~~~!:p11~
Colonnade I OW1052
Catalog Numbe r:OWl052
0 2QF13(1201277V)
(2)13 watt,Quad Co~ct Auorescent,QUAD,G24q-1
Bahast(s):V ,lnIegt11l ,electronic.H.P.F.Fluorescent
0 2N40(120 11)
(2)40 watt,Incandescent,A 1S,M EO .66
.32/.14
Mu Amps
O PT Painted
O VG Verdigris Patina Over
Copper
12DV
Voltage
12Df277V
o RBZ Red Bronze
Q RCO Re,lsto Copper
o SAL Satin AkJ rTinum
o SBR Satin Brass
o SBZ Satin Bronze
O SDF Sa ndrift
o SLH Silver Hammertone
O TTNTltanlum
O VER Verdigris PCTNdef
O WHTWl~.
Options
XPSOption
o XPS Expr.ss 10 Ooy Shipment
o IVMIvory Most
o LBZ Ughllltonz.
o LSALightSa ge
O~TLlghl Slate
~M BZ MediumBronze
O NA V Navarrone
Q oes Old Engli-mBronze
O PLT Pklbnum
O PRLP••~
Q RBH Red-Bronze
HanY'l"l&rtone
Notes
2D3mTl
184mn
137rrm
406nm
Metric
Lilmpi ng
Engl ish
O oco Deo pCoppor
O DIN Deep Indigo
O DSA Dark Slg.
O OSMDarkSmoke
O DST Dark Slate
O EQTEgrette
O GAL G raphite Aluminum
a GBR Golden Brass
O ONH G...,idI
o HaN HunterGreen
Key
Dimensions
Me (moun ting center)
W (wldth)
D l deplh)
H (helght)
Lamping Choices
Variations ·
Finishes
Finish
o PTCTBS UMpeCtt'led
O ABZ Antique Bronze
Q BBH Black·Brass
HarnrT'lert one
O BLH Black-8 itver
Hammertone
O BLK Blec!<
O BWD Beachwood
G CAL Charcoal
AJurtin ium
O CHA Che"1'O gne
O CWl ColonjallM"lrte
o OBZ Dark Bronze
,--w-,
~1
H
§j
Diffu ser :
Translucent:'#l4'lite actytie half
cylinder.
Mounting :
Mount.to ••-octagonal
elKtriclll box (by others)with a
universal mounting strap a nd
harct.v.l r.provk:led .5 ••
mountingcenter dimensions
(Me.)on the abo....drawing 10
k>ca te the ,Iectrica l box.
THISDOCUMENTCONTAJ NS INFORMATION WHICH ISTHEPROPERTYOF VISA LIGHTING.AND MAY NOT.IN WHOLE ORINPART.B E DUPLICATED ,DISCLOSED.OR USEDFOR
DESIGNOR MANUFACTURING PURPOSES IM THOUTTH EPRIOR IMlITTEN PERMISSIONOFVISALIGHTING.
Vi sa Lighting Corporatkm 117 17W.Civtc Dr.1 M i ~uka .,'h1 53209
Phone :414 .354.6600 1Fa x:414 .354 .74361 Spec ifier Hotline:1.800.788.VtSA
0 2007 Viu lig htIng.Des9n Modifx::a tion Rights Reserved.Page Print edon ~9120120078 14 :17 PM
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17-314
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20-114(514)---I
Aperture :7-718 (20.1)
Ceiling Opening :8-718 (22.5)
Overlap Trim:9-1/4 (23 .5)
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Wet Location
Vertical Metal Halide Lamp
MECHANICAL SYSTEM
16-gaugegalvanizedsteel mountinglplaster frame
wiifi integralbracketstoretainopticalsystem.
Maximum 1-112"ceilingthickness.
16-gaugegalvanized steelmountingbarswith
continuous 4"verticaladjustmentareshippedpre -
installed .Postinstallationadjustmentpossible
withouttheuseoftoolsfromaboveorbelowceiling .
Galvanizedsteel junction boxwithhingedaccess
coversandspringlatch.Twocombination 1/2"-3/4"
andfour 1/2'knockoutsforstraight-throughconduit
runs.Capacity:8(4in,4out)No.12AWGconductors
ratedfor90·C.
ELECTRICAL SYSTEM
Die-castaluminumlampholderhousing.
Medium-baseporcelainsocketwith nickel-plated
screwshell.
Prewiredencased-and -potted,120/217 or 120/347
ballasttraymodule.Modulecanbeattachedbefore
oraflermountingofmountinglplasterframe.
Thermally-activated insulation detector.
FEATURES
OPTICAL SYSTEM
Aluminumupperreflectorcoatedwithhighly
reflectivewhitepaintprovideshigh efficiency andan
evenlyilluminatedapertureappearance.
Availablewithtemperedprismaticlens (T13),nat
Fresnel lens (FFL)ornatopallens (FOL).
Rellressed whitedoor (RW)orsteppedblackbaffle
(S13)areavailablewithwhitepaintedflangeprovided.
Doorisretainedbyself-aligning,torsionsupport
springs,preventinggapsbetweendoorandceiling .
"
LISTING
FixturesareUL listed forthru-branchwiring,Non-IC
recessedmountingandwetlocations .listed and
labeledtocomplywith Canadian Standards.
A1ldimensions
are inches
(centimeters).
ORDERING INFORMATION Example:LGH150MBRW TI3 120
Options
CP Chicago Plenum
TROA Tamper -Resistant DoorAssembly
'LRC'Provides compatibility with Lithonia
Reloc<B>System .Lithonia Reloc
System can be installedlessthis
optionwithcomeetorsprovidedby
others.Accessaboveceiling
required
QRS'Quartz Restrike System.
QRSTO'Quartz Restrike System withtime
delay
EC'Emergency Circuit
SFSingleFuse
WlP Lamp gasketlng .ships uninstalled
Ivol~gel
120
277
347
Tempered
prismatic lens
Flat Fresnel lens
Flat opallens
I
Shielding
Accessories
Order as separate cata log number.
SCAI Sloped ceiling adapter
Degree 01Slope must be
specilied (100,150,200,
250.300).Ex:SOO100.
T73
Hl
FOl
Regressed
while ooor
Stepped
blackbaffle
IS8
IRW
Watta~e/lamp 1
MellIl Halide
50M flJW ED17
70M 70W ED17
100M JOOW E017
150M 150W ED17
Color-COfTeeted MetalHalide
50MHC flJW ED17
70MHC 70W ED17
l00MHC l00w ED17
l50MHC 150W ED17
NOTES
1 Recommended loruse with coatedlamps.
2For col11l.3tible Reloc _systems.relerto Technical Bulletinstab.
3Not ava~able with QRSTO Of EC .
4 Notavailable w ith QRS Of EC.
5Notavailablewith QRS or QRSm.
Choose the boldface catalog nomenclature that beslsuits your needs and write it on the appropriate line.
Order accessories as separate catalog numbers (shipped separately).
LGH
~e!iesllr---'-----II Door ~rame I 1----::-:-:-':-..,,-----
lGH
GOlIWI ARCHITECIURAL D01I1lLl&HTlN&
1400 I..e>ter Rood Conyers Georgi.30012
p BOO 315 4982 F1708S0 3129
_.g~llllnlighting.COOl
LGH8 OHIO-SOO
8"lGH Open Reflector
Distribution curve Distribution data Output data Coeffici ent ofutilization IlluminanceData at 30 "Above Floor for
aSingle Luminaire
LGH 100M 8RWT73,100W E017 lamp.1.0 s/mh.7900 rated lumens.Testno.LT11 4368
O'p I 20%5 ()qb ~.m .Ingle 10'1b bra m angle
F,QfT't O'.~l Uf\'H!n,Zo_l UfTl('ns "If.Lamp pc 80'»'0'»SO'»SoC .g"9 2.2"
0 2599 0··30'HI41.8 13 .3 p w SO'»l O'»SO%ro..SO%lO"tnitalfc Ie at k ..
S lS7 f1 244 0'·40 '11 11 .1 14 .3 1 .S..S4 .SS .S}.S}.52 Mount at be am 6 e ..m b..m 8 ('011'1'1 beam
IS 1424 .80 0 ··60"376 5.2 4 7 .7 2 .S!.48 .SO 4'.48 .4•height (('nlel dialTlt'tl',edge dia fn('tE'r e dge
2S 2 014 "8 0'·90"4 130.0 S21 l 4 ..4 Z .4S .4 2 .44 .4 1 8 85 .9 S.'43 .0 1 1.4 8 .s
lS 1395 811 90 '·180 '00 0 .0 •42 .l8 .41 .l1 4 0 .l1 10 4 6.2 '.8 230 .1 15 .6 ..•
4S 83l ."()"·1 80"4130 .0 "52 .3 S .l'l4 .l1 .l4 .l•.B 12 28 .8 s.s 14 .4 19 .8 2 .'
SS ...40S °Efficil'ncy •.lS .J1 H ....H .lO 14 19 .7 12 .0 '.8 23 .9 2 .0
.S ll8 ll',.l1 28 II .28 .n .28 ,.14.3 14 0 '.1 28 .\1.4
15 91 1 0l 8 .lO .2.2 ..2 •.,..2S
8S22 2S •.28 .,.21 .24 .".ll
'0 0 10 2..22 .2S .22 .2S .22
A.vcr.lge
LGH 100M 8RW FF L.l00W E017 lamp.1.0 slmh,7900 r atedlumens.Testno.LT11 4369
p I 20%50%bum angle 1 ~be..m dl19k!
From O'...Lum ens Zone l umens Itb La mp p c 80"'0%SO..50 .9 "88 .1"
0 2837 0 '·30 "1894.0 24 .0 pw SO%lO ,,"SO%lO ..50...J Ollb In it.1lk k"lCO I
S 21 94 2.S 0'·40'I M1 .9 33 .5 1 .54 .52 .S).51 .51 49 Mount at beam Beam be am Beam beam
IS 2641 ,}]O'-60 "3612.6 45 .7 2 ....4•48 4S .4•.44 h~ight c en tl"1 d iil me~r 'do<diil mell"edge
2S 19 64 896 O·-90"39 36 .2 49 .8 l .44 41 .4l .•0 .42 ."8 93 .8 S.2 46 .9 10 .6 '.4
'S 11 98 154 90 ·-180 ·0 .0 0 .0 •.4 0 .l1 .".l•.n .35 10 S O.'.1 25 .214 .5 S .O
'S 1J1 S68 0"-180 "393 62 "49.8 S .l1 .J}.l ..ll .lS .ll 12 )1.4 '.0 '"18 .4 a.t
SS 442 "."Etrklency •.}4 lO .J}.30 .3l .2 •14 2 1.5 10 .9 10 .7 1 2.32 .1
.S 220 220 ,.l1 2 •.3 1 .21 .so .21 I.1 5.6 12.8 78 2 6 .1 I.•
15 15 8 l 8 .29 2S .29 .2S .28 .2S
8S ,.20 •.21 .ll "II .2..ll
.0 0 10 .2S .22 2S .22 .25 .22
Average
LGH 150M 8RW T73,150W E017lamp,1.1 slmh.12000 ratedlumens.Test no.LTL1419 2
p f 20 ..50'lib beam .Ing le 1"beam angle
FromO·•••lumens Zo ...Lumens lib lolmp pc 8 0%'0""SO%56 .6·9 3 .1"
0 l 84.O·-30 ·2 795.4 2 3 .3 pw 50Clb 30'lb SO%30 %50 %30%Inital ft Ie 011 felt
S 3 813 362 0 ··40·4 170.9 34 .8 1 .s..54 .55 .53 .S}.51 Mount U beam Belm "".m Beam beasn
15 36 2 9 102 0 O·-60 "5766.1 4 8 .1 2 SO 48 SO ....4..4 .heigh t c e nll'r diilme rr r 'do<dlol lT1elC'f edg e
21 3098 1414 0"-90'6 211 .2 5 1.9 l .4..42 .4S .42 .4l .41 8 12 7 .1 S .'63 .6 IL6 12.7ss2207137690'-180·00 0 .0 4 .42 .J8 41 .l1 .40 .31 10 68 .4 •.1 34 .2 15.8 .8
4S 1309 1 01]O·-180"622 2 .2 ·51.9S .J8 .l4 .l1 .}4 .l •II 12 42 .6 10 .2 21.3 2 0 .1 4 .3
SS .l9 S83 ~ffic "'ncy •.lS .l1 }4 .11 .3l .l O 14 29 .1 12.414 .5 24 ,3 2 .'
.S 29.302 r .J],.II .2 8 .ll .28 I.2 1.1 14 .5 10 ,6 2 8 .5 2 .1
15 11 1 124 8 .30 .2..29 .2•.29 .2S
8S 2...•.2 8 ".21 .2 4 .21 .23
.0 0 10 2 ..22 .2S .22 .2S 22
LGH 150M 8RW FFl,150W E017lamp.1.0 slmh,12000 r ated lumens.Test no.LTL141 93
O'p f 2 0"50'lb be a",a nglo;!10 %bu m angle
From O·••e Lum~n\Z"",lumen ,""l amp p ,•0"7 0..SO..54 .9·9 :1.1 ·
0 399"0 ··10·2 196."H .t pw SO"10 %SO%lO,,"50%)0%Inital Ie fc ill fc .It
S 396 9 '.0 cr -4 0·4205 .9 35 .0 .S..51 .51 .SS .SS .54 Mount 01 1 bea""Bum bu m 8eam be am
IS )91 1 1090O·-6 0·'i9])6 49 .4 .52 .SO .51 .".SO ..."'elQhl cenlt'r diolmetrr p-dgr di .>metrr edoe
21 312S 142 6 0 ·-90·6 506 .8 S 4.2 .41 ..47 ..,..,.42 •132 .0 S.7 66.0 1 1.6 13 .2
lS 2091 1109 90 ··1 80·0 .0 00 ....l9 .4>.39 .41 .3 8 10 7 1.0 7 .8 ]5.S 15 .11 7 .1
4 3 1)1S 1021 ey-·180 ·6 S06 .8 "5 4 .2 S .l9 .lS .s•.35 .n .}4 12 ""'.]...22 .1 20 .0 ..•
SS '87 70'·Effio co nc y •.ae .".JS .n .lS .ll 14 30 .2 12 .0 1 5 .1 24 .3 3 .0
.S 387 l88 7 .3J .29 II .29 .n .2 .,..21.9 14 .0 11 .0 28 .5 2 .2
75 1]5 14'•.31 27 .l O .2 ..'0 .2..,n 3••28 2S .28 .24 .2..24
90 °10 .27 .aa .2..ll .2•"
NOTES:
1.For electncaI dwacteristics <"",,,II Ted1nical 1lUie<fls tab.
2.Tested to cur rent IESand NEMA standards \I'1der stabilized laboratory condi tions.Variousoperating factors can cause differences between laboratory data and actual field
measceeeeoe,Dimensions aoo specificationsare based on the InO'5it a..-rent a vailable data and are ~ect to change 'NidlOut noti ce .
DHI[).500
0 2005 Gotha m .Rev .12105
DHID·SOO.p65 gothamAn__
GOTHAN ARCHITECT URAL DOW NLIGH TIN G
1400 Lester Road Cony er,Geor gi.30012
P 800 3154982F 7708603129
ww.gothamligh ling.com
,~L/THDN/A L/SHT/NS"
Cil talog Num ber
-FEATURES
HOUSING
One-piece,16-gauge co ld-rolled ste el housingisdie-form ed andw elded
wnh re inforcing members forst rength .Optio nalstai nless st801 oraluminum
hou singsavaileble.
FINISH
Allmetal partsarepainted afterf abrication inwhitepoly ester powder co al
forsmooth ,fi nis hededge sa nd corrosionresis tance.
LENS
UV-stabilized.poly carbonate lens is .130 inch thic k.w ithextrudedA12
prismatic patte rn andint ernal linear side pri sms forlow brightn ess end
highefficiency .Lens issecuredtohousing with stainle ss steel Tor.'(TX-
20)tamper-r esistant scr ewsinc luded.
LAMPHOLOERS
M edium Bi-pin,highly heatresislant,with internal locking colla r forpositive
lampretention and r esistanceto impact and vi bration .
BALLAST COVER
Ballastand l ampholdersaresecuredtoballastcovertoprovideeasy
instelletion and service,Ballasl coversafetyhangers incl uded.
BALLAST
Balla st forTSlampsis electronic withO'F start ing t empe r atura,ClessP,
HighPower Factoris standard forTl2 lamps..
USTINGS
ULlisted fordamplocation s.listedand labeledtocomply w ith Canadian
and Me xican StandardsIsee options)•
Notes
Rough ServicB Wraparound
vwc
CEILING/WALL MOUNTED
2'or4'length
lor 21amps
ORDERING INFORMATION Exa mple:vwe 220 AR 120 GLR
Choose theboldface clltaloo nomenclature that bestsuits yourneeds lind write It onthe
epprcpriete INle.
Accessories
NOTES,
1Nat availablewrth ELoption
2Notavailable with 17W Of 2fJW 2'fixture
3 Not'Y8 ~lIble with 40Wlimp
vwc
~@ I I VO I!age IWa1tegeIILens
VWC 1,2 11 l1W TS 124')(Blink)Polycarbonate 120
Notincluded 20 20W Tt2 124')
lens,.130"th ick 211
AR High·impact 341
32 J2WTSI48')acryl icl ens,50%
OR,.13O"thick
40 40W Tt2 (48")PCl156 Polycarbonata
RO
lens,.156'th ick
t....F'E:BY THE
'Jw OFVAll
....:,':)'=lEW BOA r
RIFI
SSW
CSA
NOM
Optio ..
AL
CW
EL
EL5
EL6
EL14
GEB
GEB10
GLR
GMF
NLCF
Aluminum housing,white
Cold weather ballast"
Emergencyl ighting (300 lumens)
Emergencyl ighting(500lumens)
Emergency light ing (600 l umens)
Emergency lighting (1400 lumens}'
Electronic ballast,£20%THO
Electronic ballast.£10%THO'
Internal f ast·blowlusi ng
Internal slow-blow f1Js ing
Compaclfluor escentnight ·light ('JoN
Max .)
Radiointerlerence frequency,Oneper
f ixture
Stainlass steelhousing,white
Listedand labeledtocomplywith
Canadian
Standards
Listedand labeledtocomplywith
Mexican
Standards
eNot recommended for use in ambtent temperatures exceeding
4O'f.
Order asseparatecatalog numbers.
Hex-base driver bit,Torx 000,for tamper-
resistant screws with c enterre ject pin.
Torx TX20 screwdriver foruse with tamper-
resista nt s crews with centerreject pin.
RK11200RY
RKI120BIT
Fluore scem and Specia l Enviro nmen1s RSVR -150
VVVC 2'or4'Length
MOUNTING DATA
Four mounting holesprovidedinhousingback.Use fasteners suitableforceilingmaterial.
5-1W
AO
Ao
OA
oA
-------------~9-318"-------------
~3_1/2 "
--1 2"1-JOAI!I A0
'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-e>tc>-._._._._._._._.-'-'-'-'-'-'-'-'-'-'-'-'2.62"
OA ala AO IIi.
~2 5-318 '21
19-1/2'
6"
Ii..._._._._._._.-
I-~·1/2·-l
T
A :5/16'dia.hole 14)
B:118"dia.K.O.m
Dimensions subjecttochange 'NI thoul notice.
PHOTOMETRies
are calculated usino the zonal CIVity method in accordan ce with IESNA lM41 procedure.Fullphotometric dll la available uponrequest .
VWC 232 2 lamp,2850 ratedlumens,testno.LTL7483 VWC217 2 lamp,1325 ratedlumens,testno.LTL7486
Coefficient ofutilization Distribution data Disrriburion data
Angle c p.Lumens Coefficient of utilization Angle c po l umensrf20%"20%fC 80%50%0'971 0 80%50%0'431 0'cfW10')1,50%30'11.'0%50%30%10%5'978 93 f W 10%50%30'11.10')1,50%30%10'11.5'435 41
0 8282 8282 7272 72 15'997 283 15 '438 124
1 73 69 6663 61 58 56 25'980 453 0 7575 75 75 66 66 66 25'427 198
2 66 60 55 5053 49 45 35'856 538 1 67 64 60 57 56 54 51 35 '368 231
3 60 52 46 41 46 41 38 45'683 529 2 61 5550 46 48 45 42 45'290225
4 55 46 40 35 41 36 32 55'548 492 3 55 48 42 38 42 3835 55'233 20940139845042363238332955041343036312765'34 25 65'168 1675463832272964637302633282475'297 314 6 43 34 2B 24 30 25 22 75'125 132
7 43 33 27 22 30 25 21 85'228248 7 39 31 25 21 27 23 19 85'93 101
8 40 30 24 20 27 22 19 90 '206 0 8 37 28 21 18 2520 17 90'83 093728221825201795'195 212 9 34 25 20 16 23 1915 95'81 881035252016231815lOS'175 185 10 32 23 18 1521 1714 105 '7478115'148 146 115 '63 62Outputdata125'115 103 Output data 125 '49 44Zonelumens')I,l amp 135'82 63 Zone Lumens 'II.lamp 135'34 26
0'·30 '829 14.6 145'51 32 145'21 13
0'·40 '1367 24 .0 155'25 12 0'.30'363 13.7 ISS'10 5165'10 3 0',40'594 22.40'·60 '2388 41.9 175 '3 0 0',60'1028 3B.8 165'3 1
0'·90'3348 58.7 180'1 0 QQ.900 1427 53.9 175'00
90'.180 '757 13.3 90'-1BO '318 12.0 180'1 0
0'·180'4105 '72.0 Spacingcr iterion :1.2 0',180'1745 "65.9 Spacing criter ion:1.2•Fixturee fficiency Spac ing tomountingheight 1.2 •Rxture""ic••cy
Spacingtomounting height:1.2
,~L/THDN/A L/GHT/NG~LithoniaLighting
AClity lighting Groap.Inc.
Fllaresceat--On.Lithonia Way.Conyers.GA30012An~/tvBrands Company Phone:110-922 -ססoo.800-858-1163.Fax:110-929-8789
InCanada:160 avenue Labrosse.Pointe ·alire.P.G.H9R lAl
Sheet /I:VWC_F ~1 998 Acuity lighting Brcup.Inc.Roy .1,\14 wwwJithonia.com
.A.D 19JI('t"d ;or record the
Rt-"t;.ept ion:No .
day 0 ...
.3 (d2).4"t"\.P
a O'ClOC k..P?''i ~•-----'y ----------=D"'EPIIT~y .
-'y'
THIS DEED ••ado on th;.day of october 16,1992
bctw~
VAIL CITY OORroRATION.A OOI!lRAOO OJRroRATION
FILING STl\:~P
llO
00
.0 0..,
t\j
,,'I corporonlo"duty orgftf'lhed and exfu ing....-der l/I"d by virt ue of the lavlI
n fth e Stotr o f roWRADJ 0'the first part.and
Sl\FFMJIY sronzs 46,mc ..A DEIAWARE OJRRJRAT.ION
11 corPc:!ratlon duly orgoo hed and existing under ard bV vir-tuo of the laws 01 t he Stete
of OEI.AWl\RE of t he .~~:
~o sc leg al flddrcss i s 4'IH &JACKSON Sl'REl':IS
0AKlJ\ND CA 94660
\JI1'WESSEUI.lhnt the aei d porty of the f irat pert.t ot'"erd in e onsi deration of t ho 5UIl 0 '1*$2,300,000.00
I\JO HILlI ON THllEE HUNO RfD TKr;)JSAJ()DOl LARS AND OO'100THS
at s o lrlOlorl as s t r cct nuTlber r.ar 3 ,VAIL DAS SOiONE '3,EAGIE axJNI"i ,roIDRAOO
TOGElIlER ,wit h IIl l ond singu lar t he hercditDll'Cnts and eppur-tenances belongtng tberewuo,or in anywise apper t a i n i ng,
..-1d t he r cv~r t.lon and reversiOf'\$,r eftl inder And rtfM indC'r••l'ents .i ssues an:f profits thereof;eod eU the eaute.right •
Ii tie .i me rcs t,clalln aref deat.and whaU,OfNer of the said pa rty of the ffrlt pe rt,either i n lew or eqJity,of,in olld tothe
OI00ve burga lned premhes,with t he h el'editlil'ents .nd'appurtenances •
10 HAVE ANO TO HOLO the sa id pr-emis~berga incd and descr-ibed above,with the aRJUl"tenenccs Ulto t he said p-,r ty of t he
scccoc pa r-t ,i ts succes sors lII'ld L!S s lgns for ever .And th e sa id
VAIL CIT'i OORR)RATIO!'/,A OOWRAOO CDRKlRATION
port y of th e tI ,.,a pN t,for it self.i ts s ucceuor,and assigna ,doth covenant,liIl'ant,be rga in ard agree to MId with the
:enid porty o f r bc second pe r-t ,its s cecessc rs and .ssigns .t hat at the t ine of thr ~eaUng and delivery of these p re sents
i l is well s ehed of Ih~premius lIboYe conveyed ,has good .su re,perfeet,ab&olute and i ndefe ut bl.estate of i Me ri t OrlCc .,
intow,in fcc sllllPlc,ard hath good r ight ,full power ond lewful e uthor ity to g rent,bergaln.se ll and convey fh~s ane In
Inl'V'ler llrd forh of oresa id,ard that the $Ol me are free and clear f rom aU f or mer and other grillntl ,be rsains .sa tes,I le es,
ta;\Ctpj'e5smon ts.and encumbrances of whete'Yer kind or nature sP!t~t.i
EX GENERI\L TAXES AND lISSE'.SSMEtml FOR 'IHE XU\K 1992AND SUBS~YEI\RS AND
SUBJECT ro El\SFMENI'S ,RESERVATIONS,RESTRICl'IONS.CXJVFJ'Il\NIS AND JU GIUS OF WAY OF
RECORD .
Prc"icJcnt ;md
Socrclnry ('If
o co rp"rnt im
os
as
.e/t LfI:::<7~'",,1_
SlATE 0'~I
>ss .
e",""V of C p ~4u-tl"?
---:'''h.,....,'''o'''r''..''o''''''''',-(nstruncn t was acknow\t.'dged before ~t h is dayof O::tober 16,1992
(YNID G.EIIDRE
VAIL CITY OORroRATION,A OOWRAOO OORR)RATION
Secretary
by
.
iV1d tho nbovo borgalned prmises.in the ~i.t IW'd peeceebte posscnion of tht said party of tht secord part,iu JUCC~ssors
Md as signs egn tnst al\and every per-son or per~s lewfu tty tleillling or'to c l.i..the whole or any pert thereof,thc said
pnrly of th~fil'st pert shall ard will "'lRlA~T ANl)FOREVEI DEfEND •
IN ""."E5S \/KUEOF .the-said par ty of the first part ha th caused Its c orpora te name to be he reu1to s\blcrlbed by tts
President ,and iu corporate s ~el to be here lnto .ffixed ,anested by tn
secreterv ,thedey and year f irst above written .
Alto",..VAIL CI'I'Y CDRKlRATION.A OOWRAOO CDRKlRATION
to th~s oi d porty of tbe first part in hard pa id by the &B id pe rty ofthe aecond part.tl'le reee i pt erd a uff leiellcy whercof
i s hereby ccn tcesed mld ecknowtrdged.hath granted,bargatned,sold and conveyed.end by these presents cces 9 f"r1n ~,bolr 9~l n,
s e l l,cOtW'l!y lmd conf in.Ulto the-said plIrty of rhe A~cond pe rt.Itl aucceuorl and 1Iu.lgn&terever-,ell oftnc 'oil oloo'ing
de sc ri bed or p."'lrccIU)of lend,situate,lying ..-d being i n the '.county of FAGIE llro S tal e "r c ct crcco,~
t o-wi t :
SEE A'lTJIOiFD EXHIBIT "A"..~
IfI
"J
D
"J 0
0"-'I:0 ll:
0........
0
t!l II
.Cl..
'"15....t\j II...,
).."r-,......s
t\j 0
0-U<,
lu0-.......
~t!l...~
(Xl IIIr-,Cl..
(Xl ...
I ....
Cl...........~0.
"l
•lu
Uj s-,...
~lu
<!:0-.<!:r-,isIII..~
li,I
•J
Ii11
n
ji
Ii
!1Id
!l
III,
Hn
jj
ill;.·v ""..rtal c....I...on .,plr..:y .....L ~//5:('{'i "1
Uilness trr(hard r.rd off icial s.e~~~/'
II".~~EO
Df:30'tN:i>e::;(/(~~e......-q~.:l:r.JNo rAA.,'UIlIc.cAlIFOF\NlA
I I~~lOS AMGELES COUIlTY ~IL MY COI04.[l.P .JUlY IS 1994 (.\
L=:...:.;.....'.-•.-.--.'.''.",",.••'.--••.•--.
19G94V.19694V V19694
ro rm Ho .767 CCHPUTER '\lAUANn OEEO ·Corpuotion to Corporation \
lIotory P\bl;C'
....J...t.""
..
•EXHIBIT "A':~'.•
"r-,...
PARCELONE:
LOT 3,VAIL DAS SCHONE FILING NO.3,ACCORDING TOTHE RECORDED PLAT
THEREOF,COUNTY OFEAGLE,STATEOF COLORADO .
PARCEL TWO:
ANON-EXCLUSIVEPERPETUAL EASEMENT SET FORTH INRECIPROCALOPERATION,
MAINTENANCE,AND EASEMENT AGREEMENT RECORDED APRIL 19,1977 IN BOOK 254 AT
PAGE 142 AND AS AMENDED IN AMENDMENT TORECIPROCALOPERATION,MAINTENANCE
AND EASEMENT AGREEMENT RECORDED JANUARY 17,1978 IN BOOK 265 ATPAGE 286,
WHICH EASEMENT IS FORINGRESS AND EGRESSTO AND FROM THE SAFEWAY STORE
CURRENTLY LOCATED ON LOT 3,VAIL DAS SCHONE FILING NO.3 AND I S OVER THE
FOLLOWING DESCRIBEDPROPERTY:
APARTOFLOT 2-A,A RESUBDIVISION OFLOT 2,VAIL DAS SCHONE,FILING NO.3,
A SUBDIVISION RECORDED IN BOOK 252 ATPAGE1 18 OFTHEEAGLE COUNTY,
COLORADO,CLERK AND RECORDER'SRECORDS,SAID PARTOF ·LOT 2-A BEING MORE
PARTICULARLYDESCRIBEDAS FOLLOWS:
COMMENCING ATAPOINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF CHAMONIX LANE,
SAID POINT ALSOBEINGTHE NORTHEASTERLY CORNER OFSAIDLOT 2-A;THENCE,
SOUTH 43 DEGREES 06MINUTES 35 SECONDS EAST AND ALONG THE EASTERLY LINE OF
SAID LOT 2-A,ADISTANCEOF 10.00 FEETTOTHETRUEPOINTOF
BEGINNING;THENCECONTINUING SOUTH 43 DEGREES 06MINUTES 35 SECONDS EAST
AND ALONG SAID EASTERLY LINE 40.00 FEET;THENCE NORTH 88 DEGREES 06 MINUTES
35 SECONDS WEST 22.00 FEET;THENCE SOUTH 36 DEGREES 00MINUTES00 SECONDS
WEST 70.00 FEET;THENCE NORTH 37 DEGREES 57 MINUTES4 SECONDS WEST 15.00
FEET;THENCE NORTH 36 DEGREES 00MINUTES00 SECONDS EAST 40.00 FEET;THENCE
NORTH 27 DEGREES 43MINUTES47 SECONDS EAST 46 .23 FEETTOTHETRUEPOINTOF
BEGINNING.
PARCELTHREE:
EASEMENTS SET FORTH INRECIPROCALOPERATION,MAINTENANCE AND EASEMENT
AGREEMENT RECORDED JANUARY 4,1977 IN 'BOOK 251 ATPAGE 335,OVER THE
FOLLOWING DESCRIBEDPROPERTY:
APARCELOF LAND LYINGINTHEEASTHALFOFTHE SOUTHEAST QUARTER OFSECTION
11,TOImSHIP 5SOUTH,RANGE 81,WEST OFTHE6TH PRINC::IPAL MERIDIAN,EAGLE
COUNTY,STATEOF COLORADO,DESCRIBEDAS FOLLOWS:COMMENCING ATTHE
NORTHEAST CORNER OFTHE SOUTHWEST QUARTER OF .THE SOUTHEAST QUARTER OFSAID
SECTION 11,THENCE ALONG THE WEST LINE OFSAIDEASTHALFOFTHE SOUTHEAST
QUARTER OFSECTION II,SOUTH 1 DEGREES 39 MINUTES DO SECONDS WEST 354.15
FEETTOTHE SOUTHERLY LINE OF CHAMONIX LANE RIGHT-OF-WAY,WHICH IS ALSOTHE
SOUTHWEST CORNER OFVAIL HEIGHTS,FILING NO.1;THENCE ALONG SAID SOUTHERLY
LINE ON THE FOLLOWING FOUR COURSES:(1)NORTH 85DEGREES 13 MINUTES 33
SECONDS EAST 192.82 FEETTOAPOINT OF-CURVE;(2)270.55 FEET ALONG THE ARC
OFA 238.64 FOOTRADIUS CURVE THE LEFT WHOSE CENTRAL ANGLE IS 64 DEGREES 57
MINUTES 33 SECONDS AND WHOSE LONG CHORD BEARS NORTH 52DEGREES44MINUTES
46 SECONDSEAST 256.29 FEETTOA POINT OF TANGENT;(3)NORTH 20 DEGREES 16
MINUTES00 SECONDS EAST 284.00 FEET;AND (4)82.24 FEET ALONG THE ARC OFA
227.38 FOOTRADIUS CURVE TOTHERIGHT WHOSE CENTRAL ANGLE IS 20 DEGREES 43
.MINUTES 23 SECONDS AND WHOSE LONG CHORD BEARS NORTH 30 DEGREES 37 MINUTES
42SECONDSEAST 81.79 ·FEET TOTHETRUE POINT OF BEGINNING;THENCE
CONTINUING ALONG SAID SOUTHERLY LINE OF CHAMONIX LANE RIGHT-OF-WAY ON TH~
FOLLOWING TWO COURSES:(1)57.35 FEET ALONG THE ARC OFA 227 .38 FOOT
RADIUS CURVE TOTHERIGHT WHOSE CENTRAL ANGLE IS 14DEGREES27MINUTES06
I SECONOS AND WHOSE LONG CHORD BEARS NORTH 48 DEGREES 12 MINUTES 56 SECONDS
EAST 57.20 FEETTOAPOINTOFTANGENT;AND (2)NORTH 55 DEGREES26 MINUTES
29 SECONDS EAST 198 .04 FEET;THENCE SOUTH 43 DEGREES 06MINUTES 35 SECONDS
EAST 469.14 FEETTOAPOINT ON THE NORTHERLY LINE OF INTERSTATE HIGHWAY
NO.70 RIGHT-OF-WAY;THENCE SOUTHWESTERLY ALONG SAID NORTHERLY LINE ON THE
FOLLOWING TWO COURSES:(1)SOUTH 44 DEGREES 02MINUTES 56 SECONDS WEST
11.00 FEETTOA POINT OF TANGENT AND (2)254.43 (243.43 CALCULATED)FEET
ALONG THEARCOFA 5550.00 FOOTRADIUS CURVE TOTHERIGHT WHOSE CENTRAL
ANGLE IS ·2 ·DEGREES 37MINUTES 36 SECONDS (2 DEGREES 30 MINUTES47 SECONDS
CALCULATED)AND WHOSE LONG CHORD BEARS SOUTH 45 DEGREES 21 .MINUTES 44
SECONDS WEST(SOUTH 45 DEGREES 18 MINUTES20 SECONDS WEST CALCULATED)
254.41 (243.41 CALCULATED)FEETTHENCE NORTH 42 DEGREES 57 MINUTES47
SECONDS WEST 506.70 FEETTOTHETRUEPOINTOF BEGINNING,COUNTY OF"EAGLE,
STATEOF COLORADO.-:.._..
..
PARCEL 4:
••
EASEMENTS SET FORTH INRECIPROCALOPERATION,MAINTENANCE,AND EASEMENT
AGREEMENT RECORDED APRIL 19,1977 IN BOOK 254 ATPAGE 142 AND AS AMENDED IN .
AMENDMENT TORECIPROCALOPERATION,MAINTENANCE AND EASEMENT AGREEMENT
RECORDED JANUARY 17,1978 IN BOOK 265 AT PAGE 286,OVER THE FOLLOWING
DESCRIBEDPROPERTY:.,
LOT 2,VAIL DAS SCHONE FILING NO.J.
10/J9/92 17::524B79768-59J P-87B
PG :5 OF :5
~
Land Title
(iU AR."I.NTU U>t.U'ANl'
Date:06-15-2007
LandTitle Guarantee Company
CUSTOM ER DlS~IB~N
Ct?--:s..I
Our Order Number:V50019571
Property Address :
LOT3.VAILDASSCHONEFILING3 .AKA 2171 N.FRONTAGEROADVAIL.CO81657
IfyouhaveallYinquiries or require furth erassistance.please contact one of the numbers below:
For TitleAssistance:
VailTitleDept.
108S FRONTAGE RDW '203
VAIL .CO81657
Phone:970-476-2251
Fax :970-476-4732
SAFEWAY
Aun:KARENSHEESLEY
EMail:k aren.sheesley@safeway.com
LinkedCommllmenl Delivery
~
Land Title
C,UARANT rr r.OJ.I"NfY
LandTitle Guarantee Company
Date:06-15 -2007
Our Order Number:V50019571
Property Address:
LOT3 .VAILDASSCHONEFILING3.AKA2171N .FRONTAGEROADVAIL,CO81657
Buyer/Borrower:
SAFEWAYSTORES46.INC.,ADELAWARECORPORATION
Seller/Owner:
SAFEWAYSTORES46.INC..ADELAWARECORPORATION
Needamapor directions for/our upcoming dosing?Checkout Land Title's websiteat www.Itgc.com
d fforirectlonstoany0 our 5 officelocations .
ESTIMATE OF TITLE FEES
InformationBinder $183 .00
--
I£LAnd riel.Guarantee COIllp.any rl~l be clo3ing thi.s trAnsac tion.a.boT&£00:1 will be collect_d a t th.t t.i.me .
TOTAL $183.00
THANK YOUFORYOUR ORDERI
~
Land Title
l itl ........NT Er (;O"1.....N Y
LAND TITLE GUARANTEE COMPANY
INVOICE
Owner:SAFEWAYSTOR ES 46.INC..ADELAWAREC ORPORATION
Propert y Addr ess :LOT3.VAIL DASSCHON EFILING3.AKA2171N .FRONTAGE ROADVAIL .CO
81657
YourReference No.:
When r eferring 10 this order,please refer ence ourOrderNo .V50019571
-CHARGES -
Inform alion Binder
··Total-·
Pleasemakecheckspayableto:
LandTitleGuaranteeCompany
P .O.Box5440
D enver.CO80217
$183 .00
$183.00
.'
ChicagoTilleInsuranceCompany
ALTA COMMITMENT
ScheduleA
Our Order No.V50019571
Cust.Ref.:
Property Address:
LOT3.VAILDASSCHONEFILING3.AKA2171N.FRONTAG E ROADVAIL .CO81657
I.Effective Date :Ju ne 01.2007a15 :00 P .M.
2.Policytobe Issued.and Proposed Insured:
Information Binder
Proposed Insured:
SAFEWAYSTORES46.INC..ADELAWAR E CORPORATION
3.The estate or interest intheland described or referred tointhis Commitment and covered herein is:
FeeSimpleastoParcelIandEasementInterests astoParcels2.3 and4
4.Titletotheestate or interest covered herein isattheeffective date hereof vestedin :
SAFEWAY STORES46.INC..ADELAWARE CORPORATION
5 .Theland referred tointhis Commitment isdescribedasfollows:
S EE ATTACHEDPAGE(S)FORLEGALDESCRIPTION
Our Order No:V50019571
LEGAL DESCRIPTION
PARCEL 1
LOT3,VAILDAS SCHONE FILING NO.3,ACCORDING TOTHE RECORDED PLAT THEREOF,
COUNTY OF EAGLE ,STATEOF COLORADO.
PARCEL 2
RIGHTS AS CREATED BY RECIPROCAL OPERATION,MAINTENANCE ,AND EASEMENT AGREEMENT
RECORDED APRIL 19,1977 IN BOOK 254ATPAGE142ANDAS AMENDED IN AMENDMENT TO
RECIPROCAL OPERATION,MAINTENANCE AND EASEMENT AGREEMENT RECORDED JANUARY 17,
1978IN BOOK 265ATPAGE286ANDAS AMENDED IN INSTRUMENT RECORDED SEPTEMBER
17,1997 IN BOOK 737 AT PAGE 428.
PARCEL 3
RIGHTS AS CREATED BY RECIPRICOL OPERATION,MAINTENANCE AND EASEMENT AGREEMENT
RECORDED JANUARY 4,1977 IN BOOK 251 AT PAGE 335.
PARCEL 4
RIGHTS AS CREATED BY RECIPROCAL OPERATION ,MAINTENANCE ,AND EASEMENT AGREEMENT
RECORDED APRIL19,1977 IN BOOK 254ATPAGE142ANDAS AMENDED IN AMENDMENT TO
RECIPROCAL OPERATION,MAINTENANCE AND EASEMENT AGREEMENT RECORDED JANUARY 17,
1978IN BOOK 265AT PAGE 286.
ALTA COMMITMENT
ScheduleB -Section1
(Requirements)
The following are the requirements tobecomplied with:
Our Order No.V50019571
Item (a)Paymenttoorfortheaccountofthegrantorsormortgagorsofthe full considerationfortheestateor
interest tobeinsured .
Item(b)Properinstrument(s)creatingthe estateorinteresttobeinsuredmustbeexecutedanddulyfiledforrecord,
to-wit:
Item (c)Paymentofalltaxes,chargesorassessmentslevied andassessed againstthesubj ect premises whicharedu e
andpayable.
Item(d)Add itional requirements .ifanydisclosedbelow:
.Thisproductisfor informational purposesonlyanddoesnotconstituteanyformoftitleguaranteenorinsurance .The
liabilityofthecompanyshallnotexceedthechargepaidbytheapplicantforthisproduct,norshallthecompanybe
heldliabletoanypartyotherthantheapplicantforthisproduc t.
THIS COMMITMENT ISFORINFORMATIONONLY ,ANDNOPOLICYWILLBE ISSUED
PURSUANT HERETO.
ALTA COMMITMENT
Schedule B -Section 2
(Exceptions)Our Order No.V50019571
Thepolicyorpoliciestobeissuedwillcontain exceptions tothe following unlessthesamearedisposed
oftothesatisfactionoftheCompany:
1.Rights or claims of parties in possession not shown bythe public records .
2.Easements,or claims of casements,nol shown bythe public records.
3.Discrepancies,conflicts in boundary lines.shortage inarea,encroachments.andany facts whichacorrectsurveyand
inspection ofthe premises would disclose and which arenotshownbythe public records.
4.Anylien,orrighttoalien,forservices,laboror material theretofore or hereafter furnished,imposed bylawand
notshownbythe public records .
5.Defects,liens,encumbrances ,adverse claims orother matters,ifany,created,first appearing inthe public records or
attaching subsequent tothe effective datehereofbutpriortothedatethe proposed insured acquires ofrecordfor
valuetheestateor interest or mortgage thereon covered bythis Commitment.
6.Taxesorspecial assessments whicharenot shown as existing liensbythe public records.o theTreasurer's office.
7.Liensfor unpaid waterandsewercharges.ifany..
8.In addition,theowner's policy willbe subject tothe mortgage,ifany,noted in Section Iof Schedule Bhereof.
9.RIGHT OF PROPRIETOR OFAVEINOR LODE TO EXTRACT AND REMOVE HISORE
THEREFROM SHOULD THESAMEBE FOUND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 04,1918 ,IN BOOK 93
ATPAGE301.
10.RIGHT OFWAYFOR DITCHES OR CANALS CONSTRUCTED BYTHE AUTHORITY OFTHE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 04,
1918,IN BOOK 93ATPAGE301.
11.RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE.
BUTOMIITING ANY COVENANTS OR RESTRICTIONS ,IFANY.BASED UPON RACE,
COLOR,RELIGION,SEX,SEXUAL ORIENTATION,FAMILIAL STATUS,MARITAL STATUS,
DISABILITY,HANDICAP,NATIONAL ORIGIN ,ANCESTRY .OR SOURCE OF INCOME,AS
SET FORTH IN APPLICABLE STATEOR FEDERAL LAWS,EXCEPT TOTHEEXTENTTHAT
SAID COVENANT OR RESTRICTION ISPERMIITEDBY APPLICABLE LAW AS CONTAINED
IN INSTRUMENT RECORDED JULY23,1976,IN BOOK 247ATPAGE 656 .
12.TERMS,CONDITIONS AND PROVISIONS OF RECIPROCAL OPERATION .MAINTENANCE AND
EASEMENT AGREEMENT RECORDED JANUARY 04.1977IN BOOK 251 ATPAGE335.
ALTA COMMITMENT
Schedule B -Section 2
(Exceptions)Our Order No.V50019571
The policy orpoliciestobe issued willcontainexceptionstothe following unless thesamearedisposed
oftothesatisfactionoftheCompany:
NOTE :THE RIGHT OFFIRST REFUSAL PROVISION OFSAID AGREEMENT HASBEEN
TERMINATED BY VIRTUE OFTHE EXECUTION OFTHE MUTUAL WAIVER OFRIGHTOF
FIRST REFUSAL RECORDED OCTOBER 19,1992IN BOOK 591 ATPAGE874,WHICH
CONTAINS THE FOLLOWING PROVISION REGARDING SAID AGREEMENT :"VAILCITYAND
WEST VAIL MUTUALLY AGREE TO AMEND THE EASEMENT AGREEMENT BY ELIMINATING
PARAGRAPH 14 •ANDANY OTHER REFERENCES TOA RIGHT OFFIRST REFUSAL IN
THEIR ENTIRETY .WESTVAILANDVAILCITYDO FOREV ER WAIVE
13.TERMS ,CONDITIONS AND PROVISIONS OF ORDINANCE ANNEXING A PORTION OFAN AREA
GENERALLY KNOWN ASWEST VAIL RECORDED JANUARY 29,1986IN BOOK 435ATPAGE
541.
14.EASEMENTS,CONDITIONS ,COVENANTS,RESTRICTIONS,RESERVATIONS AND NOTESON
THEPLATOF VAIL DAS SCHOME,FILING NO.3 RECORDED JULY8,1976IN BOOK
143637 ATPAGE399.
15.ENCROACHMENT OF ASPHALT ONTO UTILITY EASEMENTS ALONG THE SOUTHEASTERLY AND
SOUTHWESTERLY LOT LINES AS SHOWN ON IMPROVEMENT LOCATION CERTIFICATE
IIV60535 BY INTER-MOUNTAIN ENGINEERING,LTD.
16.TERMS,CONDITIONS AND PROVISIONS OF RECIPROCAL OPERATION,MAINTENANCE AND
EASEMENT AGREEMENT RECORDED APRIL 19.1977IN BOOK 254 ATPAGE 142 AND
AMENDMENT THERETO RECORDED JANUARY 17,1978 IN BOOK 265ATPAGE286ANDAS
AMENDED IN INSTRUMENT RECORDED SEPTEMBER 17,1997 IN BOOK 737ATPAGE428.
17.ENCROACHMENT OF ROCK LANDSCAPING ONTO INTERSTATE 70 FRONTAGE ROAD AND
UTILITY AND DRAINAGE EASEMENT AS SHOWN ON SURVEY DATED OCTOBER 13,1992 ,
PREPARED BY MOUNTAIN STATES ENGINEERING ASSOCIATES.P.C.JOB 11 92-40.
18.THREE FOOT CHAIN FENCEAND SANITARY SEWER LINE AFFECTING SUBJECT PROPERTY
AS SHOWN ON SURVEY DATED OCTOBER 13.1992.PREPARED BY MOUNTAIN STATES
ENGINEERING ASSOCIATES,P.C .JOB 1192-40.
LAND TITLE GUARANTEE COMPANY and LAND TITLE GUARANTEE COMPANY -GRAND JUNCTION
DISCLOSURE STATEMENTS
Note :PursuanttoCRSIU-II -122,noticeIsherebygiven that:
A)Th e subjectrealproperty maybelocatedInasp ecial taxingdistrict.
B)A Certificate of T axesDue listingeachtaxing Jurisdiction maybeobtainedfromtheCounty
Treasurer 's authorizedagent.
C)Th e informationregardingspecialdistrictsandthe boundariesofsuchdistricts may be obtainedfrom
theBoard of CountyCommissioners ,theCountyClerkandRecorder ,ortheCountyAssessor.
Note :EffectiveSeptember 1,1997,CRS30 -10-406 requ ires thatalldocumentsreceivedfor recording orfiling
intheclerkand recorder's officeshallcontainatopmarginofatleastoneinchandaleft,rightandhottom
margin ofatleastonehalfofaninch .Theclerkand recorder mayrefusetorecordorfileanydocumentthat
doesnotconform,exceptthat,therequirementforthetopmarginshallnotapplytodocumentsusingforms
onwh ich sp ace isprovidedfor -recording orfilinginformationatthetopmarginofthedocumenl.
Note:ColoradoDivision ofInsurance Regulations3-5-1,ParagraphCofArticleVIIrequiresthat "Every
titleentityshallberesponsibleforallmatterswhichappear ofrecordpriortothe timeofrecording
whenever thetitleentityconductstheclosingandisresponsibleforrecordingorfilingoflegal
documentsresultingfromthetransactionwhichwasclosed ".ProvidedthatLandTitleGuarantee
Companyconductstheclosing of theinsuredtransactionandisresponsibleforrecordingthe
legaldocumentsfromthetransaction,exceptionnumber5willnotappearonthe Owner's Title
PolicyandtheLendersPolicy whenissued .
Note:Affirmativemechanic 's lienprotectionfortheOwnermaybeavallable (typicallybydel etion
ofExceptionno.4ofScheduleB ,Section2oftheCommitmentfromthe Owner's Policytobe
issued)uponcompliancewith thefollowingconditions:
A)The landdescribedInScheduleAofthiscommitmentmustbeasinglefamilyresidencewhich
includesacondominiumortownhouseunit.
B)Nolaborormaterialshavebeenfurnishedbymechanicsormaterial-menforpurposesof
construction onthelanddescribedinScheduleAofthisCommitmentwithinthepast6months .
C)TheCompanymustrec eive anappropriateaffidavitindemnifyingtheCompanyagainstun -filed
mechanic 's andmaterial -men's liens.
D)TheCompanymustreceivepaymentoftheappropriat e premium.
E)If therehasbeenconstruction,improvementsormajorrepairsundertakenonthepropertytobepurchased
withinsixmonthspriortotheDate of theCommitment,therequirementstoobtaincoverage
for unrecorded lienswillinclude :disclosureofcertainconstructioninformation ;financialinformation
astotheseller,thebuilderandorthecontractor:paymentoftheappropriatepremiumfully
executedIndemnityAgreementssatisfactorytothecompany,and,anyadditionalrequirements
asmaybenecessaryafteranexaminationoftheaforesaidInformationbytheCompany.
No coverage willbegivenunderanycircumstancesforlaborormaterialforwhichtheinsured
has contracted fororagreedtopay.
Note:PursuanttoCRS10-11-123,notice isherebygiven :
Thisnoticeappliesto owner's policycommitmentscontainingamin eral severanceinstrument
exception,orexceptions ,inScheduleB.Section2 .
A)ThatthereisrecordedevidencethatamineraIestatehasbeensevered,leased,orotherwise
conveyedfromthesurfaceestateandthatthereisa substanUailikelihood thatathirdparty
holdssomeorallinterestinoil,gas ,otherminerals,orgeothermalenergyIntheproperty;and
B)That suchmineralestatemayinclud e therighttoenterandusethepropertywithoutthe
surface owner 's permission .
Nothinghereincontainedwillbedeemedtoobligatethecompanytoprovide anyofthecoverages
referredtohereinunlesstheaboveconditionsarefullysatisfied .
Form DISCLOSURE 09 /01 /02
•i
NOTICE OF PRIVACY POLICY
Fidelity National Financial Group of Companies /Chicago Title Insurance Company
Security Union Title Insurance Company
July 1,2001
We recognize andrespecttheprivacyexpectationsof today's consumersandthe requirements ofapplicablefederaland
state priva~laws.Webelievethatmakingyouawareofhowweuseyournon -public personalinformation("Personal
Information '),andtowhomitis disclosed,willformthebasisfora relationship oftrustbetweenusandthepublic
thatweserve .ThisPrivacyStatementprovidesthatexplanation.WereservetherighttochangethisPrivacy
Statement fromtimetotimeconsistentwithapplicable privacy laws .
In the course of our business,we may collect Personal Information about you from thefollowing sources:
•From applicationsorotherformswereceivefromyouoryourauthorized representative:
•From your transactionswith,orfromtheservicesbelngperformedby.us,uuraffiliates,orothers ;
•From ourInternetwebsites;
•From thepublicrecordsmaintainedbygovernmentalentitiesthatweeitherobtaindirectlyfromthose
entilies ,orfromouraffilialesorothers ;and
•From consumer orotherreporting agencies.
Our Policies Regarding the Protection ofthe Confidentiality and Security of Your Personal Information
Wemaintainphysical,electronic andprocedural safe~ards 10 protect your Personal Information from unauthorized
accessorimrusion.WelimitaccesstothePersonal Information onlytothoseemployeeswhoneedsuchaccessin
connection withprovidingproductsorservicestoyouorforotherlegitimatebusmesspurposes .
Our Policies and Practices Regarding the Sharing of Your Personal Information
WemayshareyourPersonalInformationwithouraffiliates .suchasInsurance companies,agents .andotherreal
estate settlemenl service providers.Wealsomaydisclose your PersonalInformation :
•toagents.brokersor representatives toprovideyouwithservicesyouhaverequested;
•tolIiird-parly contractors orserviceproviderswlJoprovideservicesorperformmarketingorother
functionsonourbehalf;and
•tootherswithwhomweenterinto joint marketingagreementsforproductsorservicesthatwebelieveyou
mayfindofinterest.
Inaddition,wewilldiscloseyourPersonalInformationwhenyoudirector give us permission.whenweare required
bylawto 00 so,orwhenwesuspectfraudulentorcriminalactivities.We also maydiscloseyourPersonal
Information when otherwise permittedbyapplicableprivacylawssuchas.forexample.whendisclosureisneeded
to enforce ourrightsarisingoutofanyagreement .transactionorrelationshipwithyou .
Oneofthe important responsibilities ofsomeofouraffiliatedcompaniesistorecord documents inthepublic
domain .SuchdocumentsmaycontainyourPersonal Information.
RighttoAccess Your Personal Information and Ability to Correct Errors Or Request Changes Or Deletion
Certain stales afford youtherighttoaccessyourPersonalInformationand.undercertain circumstances.tofindout
towhomyourPersonal Information hasbeendisclosed.Also.certainstatesafford you therighttorequest
correction,amendmentordeletionofyourPersonalInformation .Wereservethe TIght.wherepermittedbylaw.to
chargeareasonablefcctocoverthecostsincurredinrespondingtosuchrequests .
All requests submittedtotheFidelityNationalFinancialGroupof Companies/Chicago Title Insurance Company
shallbeinwriting,anddelivered 10 thefollowingaddress:
PrivacyComplianceOfficer
FidelityNationalFinancial.Inc.
4050CalleReal .Suile220
SanlaBarbara.CA93110
Multiple Products or Services
If we provide youwithmorethanonefinancialproductor service,youmayreceivemorethanoneprivacynotice
fromus.Weapologizeforany inconvenience thlsmaycauseyou.
Form PRIV .POL .OU
NOTICE OF PRIVACY POLICY OF
LAND TITLE GUARANTEE COMPANY.INC.,A COLORADO CORPORATION
AND
MERIDIAN LAND TITLE.L.L.C.,A COLORADO LIMITED LIABLITY COMPANY,D/B/A
LANDTITLE GUARANTEE COMPANY -GRAND JUNCTION
This Statement is provided toyouasa customer of Land Title Guarantee Company.a Colorado corporation and
Meridian LandTitle,LLC.d/b/a Land Title Guarantee Company -GrandJunction.
Wewantyouto know thatwe recognize andrespectyourprivacy expectations andthe requirements of federal
andstateprivacylaws.Information securityisoneofour highest priorities.We recognize that maintaining your
trustand confidence isthe bedrock ofour business .We maintain andregularlyreview internal and external
safeguards against unauthorized accesstonon-public personal information("Personal Information").
In thecourseofour business,wemay collect Personal Information aboutyoufrom:
•applications orother forms we receive fromyou.including communications senlthroughTMX,our
web-based transaction management system;
•your transactions with.orfromthe services being performed by.us.our affiliates.or others ;
•a consumer reporting agency,Ifsuch information is provided tousin connection withyour transaction;
and
•the public records maintained by governmental entities thatweeither obtain directly from those entities.
orfromour affiliates and non-affiliates .
Our policies regarding the protection ofthe confidentiality andsecurityofyour Personal Information areas
follows:
•Werestrict access toall Personal Information aboutyoutothose employees who need to know that
information inorderto provide products andservicestoyou.
•We maintain physical.electronic and procedural safeguards that comply with federal standards to
protect your Personal Information from unauthorized accessor intrusion.
•Employees who violate ourstrict policies and procedures regarding privacy are subject to disciplinary
action .
•Weregularly access security standards and procedures to protect against unauthorized access to Personal
Information.
WEDONOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOUWITH ANYONE FOR
ANY PURPOSE THATISNOT PERMITTED BYLAW.
Consislenl with applicable privacylaws.therearesome situations in which Personal Information maybe
disclosed.Wemay disclose your Personal Information when youdirectorgiveus permission;when weare
requiredbylawtodoso.for example.ifweareserveda subpoena;or when we suspect fraudulent or
criminal activities.Wealsomay disclose your Personal Information when otherwise permitted by applicable
privacylawssuchas.for example .when disclosure is needed toenforceourrightsarisingoutofany agreement.
transaction or relationship withyou.
Our policy regarding dispute resolution isas follows .Any controversy or claim arisingoutofor relating toour
privacy policy.orthebreachthereof.shallbesettledby arbitration in accordance withtherulesofthe American
Arbitration Association,andjudgment upon theaward rendered bythe arbitrator(s)maybe entered inanycourt
having jurisdiction thereof.
form PRIV.POL.LTG.l
..•
CDLDR SELECTIDN GUIDE ·
Va/spar's Kynar 500 ®or Hy/ar 5000'"F/uropon ®Finish
303 -946-3670
fax 303-920-0169
ccO169@msn.com
Mark Orsborn
o-:
MetalRoofing
Sheet Me tal P.O.Box1142 •Also ava ilab le in 26 gauge SMP
C raftsmanship Broomfield.CO 80038 -1 142
STANDING S~AM R DDFING •ARCHITECTURAL TRIM .RODF FLASHINGS .GUTTERS 'D DWNSPDUTS
'Matte Black 'Charcoal 'SlateGray Yorktown
'HartfordGreen Teal Patina Taupe StoneWhite
'ClassicGreen Hemlock Green Teal "Bone Whi te
'TerraCotta Regal Red 'SlateBlue •Almond
'ColonialRed Burgundy RoyalBlue Sandston e
'Mansard Brown 'DarkBronze 'MediumBronze SierraTan
Champagne Silver AgedCopper CopperPenny
SEE REVERSE SIDE FOR PERFORMANCE PROPERTIES AND SPECIFICATIONS
WEATHERING AND ACCELERATED TESTS
Test
Accelerate d Wea thering
(Dew Cycle W ealheromeler)
Q UV
ASTM No.
ASTMD 3361
AS TM G154
Galvan ized Steel
And Galvalume
Hours :1000tota l
Chalk :Rating 8
Color:5t.E H unter UnitsMax
Ho urs:2000 tot al
Chalk :Rating 8
Co lor:5~E Hunter Units max
A luminum
Ho urs:1000 to tal
Chalk :Ra ting 8
Co lor :5t.E HunterUnits M ax
H ours:2000to tal
Chalk :Rating 8
Co lor:5t.E Hun ter Units Max
Salt Spray ASTMB117
Hum idity ASTMD 2247
Formability ASTM D4 145
Elongatio nover 1/8"ASTMD 522
Cy lindrical Man drel
Pencil Hardness ASTM D 3363
Specu lar Gloss ASTMD523
ImpactRes ista nce AS TMD 2794
Falling Sand ASTMD 968
FlameTest ASTM E 84
Hour s:1000
Scribe:Rating6,1116"
Field :Rat ing 10 ;No Blisters
Hours :2000
Rat ing10,No Blisters
1-T
NoCra cking
NoLossofAdhe sion
HB Min imum
25-35a160 '
3x Metal Thickness in inch-lb .
No LossofAd hesion
55 :!:10Liters
ClassACoat ing
Hours:3000
Scribe:Rat ing1O.No Creepage
Field :Rating 10 ;No Blisters
Hours:3000
Rating 10 ,No Blisters
1-T
NoCra cking
No LossofAdhes ion
HB Minimum
25-35at 60 '
1.5xMetal Thickness ininch-lb .
No Lossof Adhesion
55±10Liters
Cla ssA Coa t ing
Produced /0 the req uired specificat ionsby CUll/eel Melals Group.KYNAR 500lt is a regis tered trademark o f Ato tina C hemicals.Inc .
l i YLAR 500 fJIl.:'is a regist ered.trad e mark of So lvuy Solex is .
F luropOll'l>is a registeredtrademar k o f Th e Val spar Co rporat ion.
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•••••••••••••••••••••••••••••*******•••***************•••*.********•••••••••••••••••••******
TOWNOFVAIL,COLORADO Statement
••••••••••••********•••••••••••••*•••••••••••••••••••••***********.*****•••********•••***.*.
Statement Number:R070002638 Amount :$300.00 12/04/200709:54 AM
Payment Method:Check Init:JS
Notation:050-
0002892/SAFEWAY INC.
Permit No:
Parcel No:
Site Address:
Location:
ORB070689 Type:ORB -Addition of GRFA
2103-114-1501-1
2171 N FRONTAGE RD WEST VAIL
SAFEWAY STORE
This payment:$300.00
Total Fees:
Total ALL Pmts:
Balance:
$300.00
$300.00
$0.00
••••••••••••••••••••••••••••••••**••••••********••••••••••••*******••••**********••••***••••
ACCOUNTITEMLIST :
Account Code
DR 00 100003 1122 00
Descripti on
DESIGN REV IEW FEES
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SAFEWAY VAIL DECODED.txt
100,47S7.36,9929.04 ,7941.47,EOA -----------------EDGE OF ASPHALT
101,4803.21,9982.87,7942.88,EOA
102,48S2.70,10040.09,7944.03,EOA
103,4904.39,10097.38,794S.42,EOA
104,49S3.S3,101S0.76 ,7946.S6,EOA
10S,S002.60,10202 .69,7948.28,EOA
106,SOS3.32,102S4.84,79S0.13,EOA
107,S096.96,10216.97,7949.49,EOA 2.STBC ---EDGE OF ASPHALT 2.S'TO TOP BACK CURB
108,S046.S7,1016S.1S,7947.S2,EOA 2.STBC
109,4997.85,10113 .76,7946.11,EOA 2.STBC
110,4949.87,10061.79,794S.08,EOA 2.5TBC
111,4923.36,10031.89,7944.S0,EOA 2.STBC/INLET
112 ,490S.S6,10011.S0,7943.73,EOA 2.S/TBCPC ------POINT OF CURVATURE
113,48S4 .S9,99S3 .12,7942.08,EOA 2.S/TBCPT -------POINT OF TANGENT
114,4833.76,9929 .32,7941.62,EOA 2.S/TBC INLET
115,4830.41,9932 .68,7941.83,SDMH ----------------STORM DRAIN MANHOLE
116,4803.87 ,9894.10,7940.7S,EOA 2.STBC
117,4832.38,9896.8S,794S.93,TBW S ---------------TOP BACK OF WALK SOUTH
118,4841.16,9890 .34,7945.77,TBW N II 11IIII NORTH
119,4846.98,9903.09,7946.04,TBW N
120,4838.14,9906.90,7946.07,TBW S
121,4844.2S,9918.91,7946.03,TBW S
122,48S2.S9,9913.39,7946.04,TBW N
123,486S.74,9929 .20,794S.11,TBW N
124,48S9.8S,9937.09,7944.91,TBW S
12S,487S.23,99S6.80,7942.92,TBW S/TBC
126,488S.03,99S3.11,7943.69,TBW N/TBC
127,4904.87,9989.11,7943.67,TBW N/TBC
128,4903.00,9999.S0,7943.38,TBW S/TBC
129,4922.9S,10017.48,794S.27,TBW/S
130,4926.S6,10007.44,794S.20,TBW/N
131,49S2.8S,10033 .3S,7946.32,TBW/N
132,49S0.31,10044.9S,7946.12,TBW/S
133,4998.97,10095.5S,7946.7S,TBW/S PC
134,SOOS.72,10088.43,7947.22,TBW/N PC
13S,S032.68,10118.67,7947.67,TBW/N POC -----------POINT ON CURVE
136,S024.61,10124.28,7947.28,TBW/S POC
137,S049.S4,1014S.86,7947.71,TBW/N PT
138,S042.S0,101S2.78,7947.84,TBW/PT AP ----------POINT OF TANGENT ANGLE POINT
139,S040.31,101S4.8S,7947.7S,TBC
140,SOS4.16,101S2.34,7947.90,TBW N
141,S062.S7,10161.30,7947.98,TBW N COR BUS -------CORNER BUS STOP
142,5070.63,101S3.26,7948.09,COR BUS
143,S078-.95,10161.14,7948.27,COR BUS
144,S089.14,10171.98,7947 .96,TBW
14S,S104.87,101S6.84,7948.09,TBW TBC 2
146,S107.7S,10160.S6,7948.2S,TBC 2FT
147,S106.27,10163.79,7948.22,TBC 2FT
148,S104.60,1016S.33,7948.46,TBC 2FT HCR ----------HANDY CAP RAMP
149,S098.66,10170.92,7948.37,TBC 2FT AP
1S0,S100.66,10172.98,7948.10,TBC 2FTEND
1S1,S102.SS,10171.42,7947.79,EOA INLET
1S2,S096.9S,10172.42,7948.31,TBW
1S3,S088.S4,10180.88,7948.74,TBW N
1S4,S092.18,10184.33,7948.76,TBW N
lSS,S08S.13,10191.S0,7948.96,TBW S AP
1S6,S079.16,10190.69,7948.94,TBW S AP
1S7,S077.06,10192.73,7948.93,TBW S TBC
1S8,SOS8.8S,10174.09,7948.02,8FT HCR
1S9,S039.69,101S2.30,7947.69,RT LANE SIGN
160,4862.44,9915.67,7946.16,EOA 2.0TBC -------------2 FOOT OFFSET TO CURB
161,4869.09,9909.83,7946.22,EOA 2.0TBC PC
162,4874.16,9907.S7,7946 .31 ,EOA 2.0TBC POC
page 1
SAFEWAY VAIL DECODED.txt
163,4879.70,9910.36,7946.36,EOA 2.0TBC PT
164,4891.44,9925.17,7945.86,EOA 2.0TBC PC
165,4894.97,9935.62,7945.21,EOA 2.0TBC POC
166,4890.68,9951.20,7944.16,EOA 2.0TBC PT
167,4886.14,9955.13,7943.67,EOC --------------------EDGE OF CONCRETE
168,4874.76,9964.35,7942.54,EOC
169,4897.11,9989.72,7943.27,EOC
170,4908.86,9980.12,7944.05,EOC2.0 TBC
171,4920.71,9971.86,7945.02,EOA2 .0 TBC POC
172,4931.35,9971.66,7945.44,EOA2.0 TBC POC
174,4939.43,9983.02,7945.49,EOA2.0 TBC POC
175,4935.81,9985 .49,7945 .86,2.0 TBC PT
176,4925.23,9994.55,7945.45,2.0 TBC AP
177,4927.42,9993.46,7945.05,INLET FL ---------------FLOWLINE
178,4941.97 ,10001.76,7945.42,SDMH
179,4949.92,10014.57,7945.40,SDMH
180,4955.84,10023.63,7945.50,EOA 2.0TBC
181,4996.37,10065.48,7946.18,EOA 2.0TBC
182,5036.76,10107 .57,7946.96,EOA 2.0TBC
183,5072.20,10144.76,7947.81,EOA 2.0TBC
184,5098.45,10153.42,7948.20,EOA 2.0TBC PC
185,5088.58,10161.92,7948.18,EOA 2.0TBC AP
186,5127.08,10201.55,7948.49,EOA
187,5129.86,10144.48,7948.57,EOA 2.0TBC PC
188,5123.04,10142.57,7948.45,EOA 2.0TBC PT
189,5124.42,10144.01,7948.39,CL HCR---------------CENTERLINE HANDYCAP RAMP
190,5109.85,10128.77,7948.63,EOA2.0TBC PC
191,5109.16,10123.58,7948.53,EOA2.0TBC POC
192,5114.16,10122.40,7948.66,EOA2.0TBC PT
193,5129.55,10129.78,7949.25,2.0TBC AP
194,5156.90,10104.11,7949.84,2.0TBC
195,5185.64,10077.34,7950.42,2.0TBC AP
196,5187.99,10072.62,7950.65,2.0TBC AP
197,5173.31,10065.75,7950.61,2.0TBC PC
198,5171.92,10062.84,7950.56,2.0TBC POC
199,5174.70,10059.84,7950.79,2.0TBC POC
200,5177.96,10060.40,7951.24,2.0TBC PT
201,5194.64,10075.46,7950.25,EOA2.0TBC PT
202,5197.07,10081.76,7950.07,EOA2.0TBC PC
203,5196.19,10077.19,7950.20,CL HCR
204,5177.81,10099.70,7949.78,EOA
205,5173.26,10095.71,7950.35,TBW
206,5147.86,10119.35,7949.76,TBW
207,5092.85,10105.09,7949.11,TBC 2.0 PC
208,5090.07,10104.70,7949.10,TBC 2.0 PC
209,5070 .31,10083.48,7949.00,TBC 2.0 PC
210,5069.46,10080.75,7948.86,TBC 2.0 POC
211,5070.86,10080.29,7948.86,TBC 2.0 PT
212,5086 .23,10084.90,7949.10,TBC 2.0 AP
213,5083.57,10093.75,7949.18,TBC 2.0 AP
214,5095.64,10097.39,7949.21,TBC 2.0 PC
215,5097.28,10098.94,7949.26,2 TBC POC
216,5096.63,10101.91,7949 .24,2 TBC PT
217,5052.49,10061.55,7948.67,2 TBC PT
218,5049.39,10061.11,7948.66,2 TBC PT
219,5029.75,10040.20,7948.26,2 TBC PT
220,5028.61,10037.16,7948.26,2 TBC POC
221,5031.95,10036.44,7948.47,2 TBC PT
222,5046.91,10040.71,7948.86,2 TBC AP
223,5044.39,10050.37,7948.70,2 TBC AP
224,5055.56,10053.75,7948.95,2 TBC PT
225,5057.31,10055.96,7948.94,2 TBC POC
226,5056.69,10058.03,7948.82,2 TBC PT
page 2
SAFEWAY VAIL DECODED.txt
227,5011.97,10017.61,7947.87,2 TBC PT
228,5008.09,10017.57,7947.77,2 TBC PT
229,4988.21,9996.31,7947.39,2 TBC PT
230,4987.46,9993.59,7947.63,2 TBC POC
231,4965.74,9974.71,7946.82,EOA 2 TBC PT
232,4945.22,9953.78,7946.32,EOA 2 TBC PT
233,4944.01,9950.20,7946.29,EOA 2 TBC POC
234,4948.05,9949.10,7946.40,EOA 2 TBC PT
235,4964.37,9953.03,7946.49,EOA 2 TBC AP
236,4962.42,9962.15,7946.89,EOA 2 TBC AP
237,4979.96,9967.56,7947.06,LINE POINT EOA
238,4975.90,9969.05,7947.04,EOA 2TBC POC
239,4974.89,9975.47,7947.03,EOA 2TBC POC
240,4958.38,9956.81,7946 .66,LP -----------------LIGHT POLE
241,4944.77,9899.20,7946.61,EOA 2TBC PT
242,4946.85,9894.87,7946.92,EOA 2TBC POC
243,4944.92,9889.90,7947.20,EOA 2TBC PT
244,4944.15,9888.85,7947.22,EOA 2TBC PT
245,4942.12,9887.06,7947 .24,EOA 2TBC POC
246,4935 .19,9887.65,7947 .29,EOA 2TBC PT
247,4910 .74,9907.10,7946.76,EOA 2TBC PT
248,4908.48,9910.90,7946.60,EOA 2TBC POC
249,4909 .67,9916.00,7946.34,EOA 2TBC PT
250,4912.83,9920.11,7946.21,EOA 2TBC PT
251,4916.45,9922.26,7946.13,EOA 2TBC POC
252,4966.47,9880.85,7947.47,EOA 2TBC POC
253,4972 .20,9879.43,7947.51,EOA 2TBC PT
254,5000.60,9858.15,7949.56,EOA 2TBC PT
255,5006.45,9852.51,7949.92,EOA 2TBC POC
256,5009.72,9843.55,7950.45,EOA 2TBC PT
257,5010.21,9841.03,7950.49,CL HCR
258,5013.47,9804.56,7951.10,EOA 2TBC AP
259,5032.35,9789.64,7951.34,EOA 2TBC PT
260,5034.15,9786.97,7951.32,EOA 2TBC POC
261,5033.39,9782 .26,7951.28,EOA 2TBC PT
262,5025.44,9771.43,7951.61,EOA 2TBC AP
263,5051.55,9750 .67,7951.42,EOA 2TBC AP
264,5060.86,9762.58,7950.82,EOA 2TBC PT
265,5063.96,9764.37,7950.76,EOA 2TBC POC
266,5066.15,9761 .65,7950.84,EOA 2TBC PT
267,5068.11,9734.87,7951.72,EOA 2TBC END
268,5066.09,9736.72,7951.75,2TBC END
269,5060.19,9741.29,7951.96,FOW 7FT ---------------FACE OF WALK 7 FEET WIDE
270,5051.90,9748.00,7951.87,FOW 7FT
271,5022.68,9771.21,7952.16,FOW 7FT
272,5016.92,9775.89,7952.29,FOW AP ----------------FACE OF WALK ANGLE POINT
273,5015.67,9784 .05,7951.72,FOW AP
274,5012.60,9793.51,7951.60,FOW AP
275,5011.62,9803.49,7951.50,FOW
276,5006.97,9795.39,7951 .54,TBW
277,5006.22,9803.44,7951.49,TBW
278,5002.92,9837.68,7950.68,TBW AP
279,4961.16,9830.58,7948.60,TBW AP
280,4958.48,9833.30,7948 .61,FOW
281,4968.62,9845.88,7949.15,FOW
282,4989.78,9844.38,7950.15,FOW
283,5007.77,9843.36,7950.42,FOW TBC
284,4963.63,9842.97,7948.49,EOA 2 TBC BEGIN
285,4973.94,985 5.69,7948.36,EOA 2 TBC AP
286,4961.79,9866.64,7948.03,EOA 2 TBC PT
287,4959.53,9870.69,7947.63,EOA 2 TBC POC
288,4961.28,9876.67,7947.59,EOA 2 TBC PT
289,5009.69,9886.69,7949.01,EOA 2 TBC POC
page 3
SAFEWAY VAIL DECODED.txt
290,5017.26,9886.25,7949.46,EOA 2 TBC PT
291,5037.68 ,9907.75,7949.00,EOA 2 TBC PT
292,5038 .43,9911.60,7948.75,EOA 2 TBC POC
293,5035.14,9912.32,7948.66,EOA 2 TBC PT
294,5017.81,9907.24,7948.51,EOA 2 TBC AP
295,5018 .48,9904.84,7948.46,EOA 2 TBC POL
296,5003.22,9892.94,7948.51,EOA 2 TBC LINE PNT
297,4996.35,9890.47,7948.41,EOA 2 TBC LINE PNT
298,5048.51,9940.06,7948.97,EOA 2 TBC PC
299,5046.15,9937.11,7948.96,EOA 2 TBC POC
300,5047.21,9933.70,7949.02,EOA 2 TBC PT
301,5051.56,9929.53,7949.27,EOA 2 TBC PT
302,5053.81,9928.36,7949.37,EOA 2 TBC POC
303,5057.48,9929.35,7949.42,EOA 2 TBC PT
304,5067.77 ,9940 .29,7949 .65,EOA 2 TBC POL
305,5077.95,9951.16,7949.94 ,EOA 2 TBC PT
306,5113.38,9954.95,7950 .67,EOC
307,5106.32,9949.47,7950.82,EOC
308,5090.86 ,9933 .26,7950.57,EOC
309,5081 .46,9923.34,7950.26,EOC
310,5075.39,9914.82,7950.27,EOC
311,5075.36,9914.63,7950 .69,EOC
312,5059.54,9897.77,7950 .24,EOC
313,5059.28,9897.82,7949.89,EOA
314,5078.10,9954.99,7949.86,EOA 2TBC POC
315,5074.04,9956.07,7949.64,EOA 2TBC PT
316,5057.73,9952.58,7949.20,EOA 2TBC AP
317,5060.09,9943.66,7949.34,EOA 2TBC AP
318,5089.73,9983.22 ,7949.69,EOA 2TBC PT
319,5086.83 ,9981.13,7949.66,EOA 2TBC POC
320,5087.77,9975.84,7949.65,EOA 2TBC PT
321,5091.48,9972.37,7949.82,EOA 2TBC PT
322,5094.69,9970.97,7949.93,EOA 2TBC POC
323,5097.69,9972.46,7950.09,EOA 2TBC PT
324,5117.88,9994 .18,7950.26,EOA 2TBC PT
325 ,5118.24,9998 .66,7950.19,EOA 2TBC POC
326,5112.41,lOOOO .18,7949.91,EOA 2TBC PT
327,5098.60,9995.60,7949.84,EOA 2TBC AP
328,5101.22,9987.26,7949 .85,EOA 2TBC AP
329,5089.48,9983.11,7949.75,EOA 2TBC PT
330,5129.92,l0026.54,7950 .17,EOA 2TBC PT
331,5127.44,l0024.09,7950.16,EOA 2TBC POC
332,5128.56,10019.62,7950.20,EOA 2TBC PT
333,5132.25,10016.19,7950.24,EOA 2TBC PT
334,5135.21,l0014.89,7950.36,EOA 2TBC POC
335,5138.70,l0016.15,7950.49,EOA 2TBC PT
336,5157.56,l0036.24,7950.51 ,EOA 2TBC PT
337,5158.57,l0040.04,7950.44,EOA 2TBC POC
338,5154.90,l0041.93,7950.21,EOA 2TBC PT
339,5139.93,l0038.79,7949.89,EOA 2TBC AP
340,5142.12,l0030 .08,7950.30,EOA 2TBC AP
341,5254.30,l0060.18,7952.04,EOC
342,5241.52,l0065 .72,7951.32,EOC POC
343,5226.61,l0060.32,7950.85,EOC PT
344,5223.84,l0057.14,7950.80,EOC POL
345,5211.93,l0059.81,7951.33,EOC AP
346,5211.78,l0059.94,7950.75,EOA
347,5248.70,l0053.65,7952.20,EOC
348,5240.70,l0056.51,7951.44,EOC POC
349,5233.24,l0054.03,7951.04,EOC PT
350,5233.65,l0053.70,7951.51,TOC ------------------TOP OF CONCRETE
351,5233.99,l0054.13,7951.60,TOC
352,5037.40,9851.27,7951 .20,EOC
page 4
SAFEWAY VAIL DECODED.txt
353,5072.89,9780.85,7950.00,CL INLET --------------CENTERLINE INLET
354,5074.27,9779.41,7950.12,CL 3FT VPAN
355,5090.46,9759.40,7950.38,CL 3FT VPAN
356,5107.11,9738.78,7950.51,CL 3FT VPAN INT -------INTERSECT ION
357,5131.11,9747.88,7950.77,CL 3FT VPAN
358,5087.71,9716.07,7951.58,CL 3FT VPAN
359,5062.80,9686 .57,7952.35,CL 3FT VPAN
360,5053.70,9678.05,7952.46,CL 3FT VPAN
361,5042.61,9668.23,7952.68,CL 3FT VPAN
362 ,5035.66,9664 .88 ,7952.78,CL 3FT VPAN
363 ,5033.84,9660.35 ,7953.10,EOA
364,5041.17,9656.19,7953.29,EOA FACE WALL
365 ,5047.30,9656.49,7953.17,EOA FACE WALL
366,5073.95,9676.52,7952.75,EOA FACE WALL
367,5116.55,9700.25,7952.99,EOA FACE WALL
368,5125.30,9691.73,7959.39,FACE WALL END
369,5129.16,9695.79,7959.38,FACE WALL BEG
370,5120.71,9703.54,7952.88,EOA FACE WALL
371,5120.64,9703.50,7952.83,EOA FACE WALL
372,5131.65,9693.32,7959.48,LANDING
373,5127.93,9689.64,7959.49,LANDING
374,5135.42,9682.81,7965.22,LANDING
375,5139.40,9686.79,7965.24,LANDING
376,5144.58,9681.94,7965.30,EOA
377,5138.90,9679.48,7965.34,EOA
378,5081.26,9654.65,7965.62,EOA
379,5057.62,9642 .51,7965.70,EOA
380,5065.00,9641.84,7965.56,SSMH -------------------SANITARY SEWER MANHOLE
381,5070.33,9621.43,7964.95,EOA
382,5148.16,9657 .51,7964.48.EOA
383,5225.59,9687.13,7964 .05,EOA
384,5219.48,9710.30,7965.21,EOA
385,5273.78,9730.11.7965.13,sSMH
386,5285.70,9735.25,7965.07,EOA
387,5293.42,9713.05,7963.92,EOA
388,5295.84,9710.58,7961.39,FL24IN CMP-----FLOWLINE 24INCH CORRUGATED METAL PIPE
389,5364.15,9764.54.7965.64,EOA
390,5372.36,9742.72,7964.37,EOA
391,5434.68,9767.81,7965.80,EOA
392,5425.29,9789.15,7966.83,EOA
393,5455.61,9804.92,7967.61,SSMH
394,5461.79,9810.14,7967.88,EOA
395,5476.76,9791.95,7967.52,EOA
396,5480.60,9800.63,7967.72,WV -------------WATER VALVE
397,5477.38,9801.33,7967.76,wv
398,5488.10,9808.67,7967.99,wv
399,5500.69,9800.35,7967.42,FH -------------FIRE HYDRANT
400,5519.16,9839.59,7967.71,EOA
401,5500.78,9853.95,7967.76,EOA
402,5484.98,9793.35,7967.58,EOA
403,5496.44,9761.29,7968.19,EOA
404,5502.74,9727.82,7970.51,EOA
405,5482.50,9726.52,7970.40,EOA
406,5477.73,9754.34,7968.26,EOA
407,5465.34,9778.98,7967.27,EOA
408,5479 .58,9774.00,7967.73,SSMH
409,5488.49,9852.05,7965.69,PHPED ----------TELEPHONE PEDESTAL
410,5194.28,9706.08,7964.96,MAIL BOXES
411,5181 .27,9701.16,7965.04,MAIL BOXES
412,5122.76,9703.66,7959.59,TOP WALL
413,5116.68,9698.46.7959.89.TOP WALL
414,5068.21,9670.80,7958.58,TOP WALL
415,5045.77,9654.46,7959.89,TOP WALL
page 5
SAFEWAY VAIL DECODED.txt
416,5170.68,9713.56,7958.34,NG --------------NATURAL GROUND
417,5149.04,9732.04,7959 .15,NG TOPWALL
418,5248.14,9741.60,7956.51,NG
419,5244.35,9755.72,7955.48,EOA 2TBC AP
420,5228.32,9771.07,7955.77,EOA 2TBC AP
421,5230.71,9775.47,7955.90,EOA 2TBC POC
422,5229.10,9778.50,7955.93,EOA 2TBC PT
423,5219.34,9787.82,7955.99,EOA 2TBC AP
424,5235.80,9805.26,7955.67,EOA 2TBC AP
425,5245.88,9795.88,7955.39,EOA 2TBC PT
426,5249.29,9794.55,7955.48,EOA 2TBC POC
427,5252.79,9796.91,7955.43,PT
428,5255.16,9800.52,7955.38,poc
429,5253.80,9804.53,7955.42,PT
430,5248.57,9801.88,7955.58,LP
431,5239.31,98 18.38,7956.42,ELECBOX ---------TRANSFORMER
432,5242.45,9821.62,7956.42,ELECBOX
433,5243.94,9813.78,7955.60,EOA 2TBC AP
434,5272.84,9844.45,7954.94,EOA 2TBC AP
435,5282.78,9834.96,7954.70,EOA 2TBC PT
436,5286.12,9833.81,7954.78,EOA 2TBC POC
437,5290.07,9836.39,7954.69,EOA 2TBC PT
438,5292.38,9839.99,7954.65,EOA 2TBC POC
439,5290.99,9843.77,7954.61,EOA PT
440,5285.92,9841.28,7955.12,LP
441,5281.00,9853.11,7954.79,EOA 2TBC AP
442,5322.41,9896.89,7953.73,EOA 2TBC AP
443,5332.42,9887.51,7953.58,EOA 2TBC PT
444,5335.89,9886.33,7953.60,EOA 2TBC POC
445,5339.79,9888.82,7953.63,EOA 2TBC PT
446,5342.09,9892.99,7953.52,EOA 2TBC POC
447,5340.51,9896.33,7953.50,EOA 2TBC PT
448,5335.24,9893.52,7954.00,LP
449,5330.40,9905.48,7953.76,EOA 2TBC AP
450,5356.56,9913.66,7953.06,EOA 2TBC PT
451,5360.58,9912.47,7953.14,EOA 2TBC POC
452,5362.92,9913.59,7953.07,EOA 2TBC PT
453,5378.36,9926.74,7952.72,EOA 2TBC PT
454,5379.94,9929.59,7952.78,EOA 2TBC POC
455,5378.50,9933.11,7952.84,EOA 2TBC PT
456,5366.83,9944.43,7952.65,EOA 2TBC END
457,5368.92,9946.68,7952.67,EOC
458,5365.41,9942.81,7953.02,TBC
459,5345.74,9961.50,7952.98,TBW
460,5350.40,9938.64,7952.73,MH ----------UNSPECIFIED MANHOLE
461,5412.07,9901.36,7952.22,EOA 2TBC PT
462,5408.79,9902.84,7952.23,EOA 2TBC POC
463,5406.22,9902.49,7952.29,EOA 2TBC PT
464,5382.16,9894.05,7952.79,EOA 2TBC PT
465,5379.80,9891.46,7952.87,EOA 2TBC POC
466,5381.06,9886.84,7952 .84,EOA 2TBC PT
467,5387.31,9881.00,7952 .67,AP
468,5370.64,9863.39,7952.96,EOA 2TBC AP
469,5360.68,9872.69,7953.24,EOA 2TBC PT
470,5357.21,9873.87,7953.26,EOA 2TBC POC
471,5353.64,9871.38,7953.31,EOA 2TBC POC
472,5351.21,9867.90,7953.33,EOA 2TBC POC
473,5352.72,9863.99,7953.21,EOA 2TBC PT
474,5352.72,9867.97,7953.63,wv
475,5355.12,9866.99,7953.56,wv
476,5358.61,9867.52,7953.32,FH
477,5385.80,9832.94,7952.45,EOA 2TBC AP
478,5369.24,9815.34,7952.97,EOA 2TBC AP
page 6
....~
SAFEWAY VAIL DECODED.txt
479,5336.03,9846.65,7953.77,EOA 2TBC PC
480,5332.79,9848.05,7953.78,EOA 2TBC POC
481,5328.87,9845.42,7953.83,EOA 2TBC PT
482,5326.44,9841.56,7953.90,EOA 2TBC POC
483,5327.97,9837.85,7954.02,EOA 2TBC PT
484,5337.72,9828.51,7953.66,EOA 2TBC AP
485,5321.25,9811.14,7954.03,EOA 2TBC AP
486,5311.51,9820.39,7954.27,EOA 2TBC PT
487,5308.24,9821.76,7954.25,EOA 2TBC POC
488,5304.15,9819.29,7954.28,EOA 2TBC PT
489,5301.59,9815.12,7954.34,EOA 2TBC POC
490,5303.24,9811.93,7954.20,EOA 2TBC PT
491,5313.08,9802.41,7953.95,EOA 2TBC AP
492,5284 .17,9771.65,7954.59,EOA 2TBC AP
493,5274.19,9781.12,7954.81,EOA 2TBC PT
494,5271.77,9782.33,7954.91,EOA 2TBC POC
495,5267.94,9780.78,7954.95,EOA 2TBC PT
496,5276.54,9756.87,7957.36,SDMH
497,5296.31,9764.99,7953.89,FL 18CMP
498,5327.83,9777.49,7953.40,NG
499,5363.43,9795 .44,7952.66,NG
500,5408.71,9829.21,7951.81,NG
501,5450.33,9867.04,7950.88,NG
507,4903.47,9985.73,7943.58,C/0 --------CLEANOUT
508,4909.08,9989.94,7944 .44,FH
509,4911.09,9992.54,7944.41,wv
510,4859.20,9978.48,7942.82,SDMH
511,5057 .77,10195.12,7948.44,SSMH
512,5119.05,10224.26,7950 .89,SDMH
513,5101.84,10170.68,7947.81,CLINLET -8 .7 TOP 24
514,5018.53 ,10011.89,7947.87,EOA 2TBC POC
515,5015.14,10008.17,7947.80,EOA 2TBC PT
516,5004.66,10005.21,7947.47,EOA 2TBC AP
517,5006.29,9996.72,7947.40,EOA 2TBC AP
518,4991.42,9991.03,7946.96,EOA 2TBC PT
519,4986.81,9991.62 ,7946.84,EOA 2TBC POC
520,4987.02,9997.65,7946.82,EOA 2TBC PT
page 7
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(Jy0 t h L'YV)
JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
I,(print name)'a joint owner of property locatedat
________~------------------------',providethis letter
as written approval of theplansdated whichhavebeensubmitted tothe
TownofVailCommunityDevelopment Department fortheproposed improvements to be completedatthe
addressnotedabove.Iunderstandthattheproposed improvements include:
(Signature)(Date)
Additionally,pleasecheckthe statement belowwhichismost applicable to you:
o I understand that minor modifications may bemadetothe plans over the course ofthe review process to
ensurecompliancewiththe Town's applicable codes and regulations.
(7ntiio/here)
o I request that all modmcsttons,minor or otherwise,whicharemadetothe plans over thecourse of the
review process,be brought to my attention by the applicant for additional approval before undergoing further
review by the Town.
(7nilio/here)
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