HomeMy WebLinkAboutVAIL INTERMOUNTAIN BLOCK 2 LOT 2 LEGAL (2)TOWNOFVAIL
75S.FRONTAG E ROAD
VAIL,CO81657
970-4 79-2138
A ...1"\....".\.(J -\-..vv1'r'.~nD~RTM ENT OF COMMUNITY DEVELO~NT V....--...(jf\:
NOT E:THISPERMITM UST BE POSTEDON JOBSITE ATALL T IMES
PROJ ECT TITL E:
ADDIALT SFRBUILDPERMIT Pennit #:B03-0057
JobAddress :
Location :
ParcelNo :
ProjectNo:
2635 LARKSPUR LNVAIL
2635LarkspurLane
210314301004
VRs-c<:":>w(o L
Status ...:
Applied..:
Issued ..:
Expires ..:
ISS UED
04/15/2003
04/16 /2003
10/1312003
OWNER WINFIELD,CRAIG D.&KATHLEE04/15/2003 Phone:
2635 D LARKSPUR LN
VAILCO
81657
License:
CONTRACTOR MUELLER SERVICES 04/15/2003 Phone:970 -476-4539
P.O.BOX 506
VAIL CO
81568
License:217-B
APPLICANT WINFIELD,CRAIGD .&KATHLEE04/15/2003 Phone:479-6417
2635 D LARKSPUR LN
VAIL CO
81657
License:
Desciption :Replacew indow withfrenchdoor
Occupancy Type
Totals ...
N umber of DwellingUnit s:0
Factor Sq Feet Valuation
$3,000 .00*
Town of VailAdju sted Valuation:$3 ,000.00
Fireplace Information:Restr icted:#ofGasAppliances:0 #ofGas logs :0 #of WoodPallet:0
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••FEE SUM~1ARY ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
Building->$83 .25 Resruarant Plan Review->$0 .00Total C alculatedFees-·>$140.36
Plan Check..·>$54 .11DRBFee >$0 .00 Additional Fees--->$0.00
lnvestigation->$0 .00 RecreationFee--->$0.00 Total Pennit Fee---->$14 0.36
•Will Call--->$3.00 C lean-up Deposit----->$0 .00 Payments------->$14 0 .36
TOTAlFEES------->$140 .36 BALANCE DUE--->$0 .00
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••**•••••••••••••••••***••••••••••••••••••*••*•••••••••••••••••••••••••••••••.
Approvals:
Item:05100 BUILDING DEPARTMENT
04/15/2003 JRM Action:AP
Item:05400 PLANNING DEPARTMENT
Item:05600 FIRE DEPARTMENT
Item:05500 PUBLIC WORKS
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
Seepage2 of this Document forany conditions thatmay appl y tothispermit.
DECLARAnONS
IherebyacknowledgethatIhavereadthisapplication,filledoutinfulltheinformationrequired,completedanaccurateplotplan,
••PAGE2
********************************************************************************************************
CONDITIONS O F APPROVAL
Pennit #:B03-0057 as of 04-16-2003 Status:ISS UED
********************************************************************************************************
04115 /2003
04/16/2003
Applied :
Issu ed:
PermitType:ADDI ALTSFR BUILD PERMIT
Applicant:WINFIELD ,CRAIG D.&KATHLEEN S.
JobAddres s:2635 LARKSPUR LNVAIL
Location:2635 Larkspur Lane
ParcelNo :2 10314301004
********************************************************************************************************
C ONDITIONS
********************************************************************************************************
C ond :12
(BLDG .):FIELDINSP ECTIONS ARE REQUIRED TO C HECKFOR CODE COMPLIANCE.
Co nd:16
(BLDG.):SMOK E D ETECTORS AR E REQUIRED INALL BEDROOMS AND EVERY STORY ASPER
SEC.310 .9 .1 OF THE 1997 U BC.
andstatethatall.theinformationas requils correct.Iagreetocomplywiththe info!tion andplotplan,tocomplywithall
Townordinancesandstatelaws,andtobuildthisstructureaccordingtothetownszoningand subdivision codes,designreview
approved ,UniformBuildingCodeandotherordinances of theTownapplicablethereto.
FROM8:00AM-4 PM.
••
********************************************************************************************
TOWNOFVAIL ,COLORADO Statement
********************************************************************************************
Statement Number:
Payment Method:
R030003807 Amount:$140.36
Check
04/16/200309:39 AM
Init:DDG
Notation:Winf ield 618
B03-0057 Type:ADD/ALT SFRBUILDPERMIT
21031 4301004
2635 LARKSPUR LNVAI L
2635 Larkspur Lane
Pe rm it No:
Parcel No:
Site Address:
Location :
This Payment :$140 .36
Total Fees:
Total ALLPmts:
Balance:
$140.36
$l40 .36
$0.00
********************************************************************************************
ACCOUNTITEMLIST:
Accou nt Co de
BP 00100003 111100
PF 00100003112300
WC 00 100003 112800
Desc ript ion
BUILDING PERMIT FEES
PLAN CHECK FEE S
WIL L CA LL INSPECTION FEE
Current Pmt s
83 .25
54 .11
3.00
••APPLICATION WILL NOTBE ACCEPTED IF INCOMPLETE OR UNSIGNED
Project #:E,e,[o:3 -eX>'"2.-
Building Permit #:=_
~11,!.i:1Z!l -2 1 4~Jl!1~p.l:l~1!:Rn s )li!t3r$-a?J:?
TOWNOFVAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical,plumbing,mechanical,etc.!
CONTRACTOR INFORMATION !qO.~~.75 S.Frontage Rd.
Vail,Colorado 81657
TownofVailRe .No .:Contact andPhone#'s:
2-(1 I 4 76-4-539
General Contractor:
t1vEtL612..S'MlJlCc
Email address:
COMPLETE:VALUATIONS FOR BUILDING PERMIT Labor &Materials)
BUILDING:$3 {j OO,00 II ELECTRICAL :$OTHER:$
[PLUMBING :$II MECHANICAL:$I TOTAL:$'3000,oD
For Parcel #Contact Eagle County Assessors Office at 970·328·8640 or visit www .eeole-couniv.com
E::l!,!;gLtl Zi Oa l 'l3-0/Q O r,L (~
JobName :C("~[Jr~.Fd(Job Address :Z 0 '~b4/!I6?()ll LN.v,"i IL,C'
..egal Description II Lot:z:II Block:Z.II Filing:II Subdivision:VA IL I;J 7l£{(i7 0 ,-)vr7~IJJ
I~~e ~~N:7};,Ytt lee-:(u,h -kd:J..Address :2.(,?"')U4.i!'(JfJUf?,LtJ..V;J..fL (0 .11Phone 419 -C7 41?
chitectlDesigner:Address :II Phone :
Eng ineer :1;r.HvEufi2 Co :MiL Address :,Jo f3 214 "1 VAIL {O,l~"'Lj ve-26/VI
Deta iled description of work:4 o F1?/3N(1"1 WlJ'~~JJ1<'6 ~""LAU3 &!SirJ.JG l...Ow'[;,2 L EvGI...W/tC.fpOi.J t J,TH 50\1 iH (lifj.;~~
Work Class :New()Addition()Remodel (v('Repair()Demo()Other()
WorkType :Interior ()Exter ior ()Both ~DoesanEHUe xist atthislocation :Yes (v(No()
TypeofBldg.:Single-family ()Two-family ()MUlti-family ()Commercial ()Restaurant ()Other (1/)P/5
No.ofExisting DwellingUnitsinthisbuilding:Z No.of Accommodation Unitsinth is building :-
No/TvpeofFirepla ces Existino:GasAppl iances ()Gas l.oqs()Wood/Pellet ()WoodBurnino(~"
No/tvoe ofFireplaces Proposed :GasApp liances ()Gast.oqs()Wood/Pellet ()WoodBurnina(NOT ALLOWED
I DoesaFireAlarmExist:Yes(v)No ()II DoesaFireSpr inkler SystemExist:Yes()No (v r
**************************************FOR OF Fie E us EON Ly**************************************
Type of Construction:._·-."..-
Occuoancv Grouo:"··,......'..'
Date Received:;,,;;:L,~i;"'c~:._.~!.
I Accepted By::'0"..
Planner Sign-ott::..'.
\\Vail\data\cdev\FO RMS\PERMITS\BLDGPERM.DO C 07/2612002
••
IcJi1JFIE LD ((E $(!E1IJ{~PA,lo :Doo t'Z 4/4)3
2..6 ·3->LAi?,/(SPvl(!-AAJ5,VAfL.-/CO,
PAr2{S L i:F-..2103i4")0 /004-
Town ofVall A f..'~r r,o p 3 ·Du~l
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t-
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..1l2.-7 1~'S(;1?5 )(~¥
v?3G f x 48if:.l-.A N -P I IJ ~
/"'-~-~iJ'6J 4 ()~6 8 ,
1</5'~.
WOLF ttu
All""11 v ELLL..-:w.
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I'·~.,·,
·I·.
CHECK REQUEST
.':.
.I 0:'~....~'.-:'
*27 ~a.e~u
~dLJ e~<-u-e.L;zJ
VE NDORNU MBER ------:=~~...e_-----------
01000022002
DESC.RIPTION OF EXPENSE CLEANUP DEPOSITREFUN D FOR Bpif 59.G'-t:::J=?{/?
(Tobeusedfor General Ledger output)
ACCOU NT NUMBER __-=-=-....::..:.:::..:........:=.:..;:.::....-AMOU NT $.,.?sa ~
APPROVAL
DATEDUE -....---=--It_O~_7_.-_l'_.C;_---"."-~<;.(jJ~..e:lld-D--
TOWN OF VAIL
75 S.FRONTAGE ROAD
VAIL,CO 81657
970-479-2138
•
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE:THIS PERMIT MUST BEPOSTED ON JOBSITE ATALLTIMES
ADD/ALTSFRBUILDPERMIT
Job Address:2694 LARKSPUR CT
Location ...:2684 LARKSPUR CT
Parcel No ..:2103-143-01-065
Project No.:
APPLICANT PLATH CONSTRUCTION
DRAWER 5920,AVON CO 81620
CONTRACTOR PLATH CONSTRUCTION
DRAWER 5920,AVON CO 81620
OWNER HERNREICH BOB -H &H
2684 LARKSPUR CT,VAIL CO 81657
Description:
REPLACE SHAKES WITHRIVA CLASSIC COPPER SHAKES
Permit #:B96-0247
Status ...:ISSCED
Applied ..:08/20/1996
Issued ...:08/20/1996
Expires ..:02/16/1997
Phone:3039491905
Phone:3039491905
Occupancy:R3
Type Construction:VN
Single Family Residence
Type V Non-Rated
Valuation:25,675 Add Sq Ft:
Fireplace Information:Restricted:#Of Gas Appliances:#Of Gas Logs:#Of Wood/Pallet :
***************************k*******************************FEE SUMMARY **********************************************************
Building----->322.00 Restuarant Plan Review-->.00Total Calculated Fees--->834.30
PlanCheck--->209.30 ORB Fee----------------->50.00 Additional Fees--------->.00
Investigation>.00Recreation Fee---------->.00TotalPermit Fee-------->834.30
Will Call---->3.00 Clean-Up Deposit-------->250.00 Payments---------------->834.30
TOTAL FEES-------------->834.30 BALANCE DUE------------->.00
**~**H****~*~*~**H****H*~*~**H****H*r**~**~*~**H****H*~*~**H****H****H***~**~*~**H****~*****H*~*~**H****H***~**~*****.**************************************************************
Item:05100 BUILDING DEPARTMENT De~t:BUILDING Division:
08/20/1996 CHARLIE Action:APPR CHARLIEDAVI
Item:05400 PLANNING DEPARTMENT Dept:PLANNING Division:
08/20/1996 CHARLIE Action:APPRPER LAUREN W
Item:05600 FIRE DEPARTMENT Dept:FIRE Division:
08/20/1996 CHARLIE Action:APPR N/A
Item:05500 PUBLIC WORKS Dept:PUB WORK Division:
08/20/1996 CHARLIE Action:APPR N/A
******************************************************H********k*****************************************************************
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
an accurate plot
ation and plot plan,
ingand subdivision
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVA NCE BY TELEP HONE A
Send Clean-Up Deposit To :PLATH CONSTRUCTION
•
Page 2
********************************************************************************
CONDITIONS
Permit #:B96-0247 as of 08/21/96 Status---:ISSUED
********************************************************************************
Permit Type:ADD/ALTSFRBUILDPERMIT
Applicant--:PLATH CONSTRUCTION
3039491905
Job Address:2694 LARKSPUR CT
Location---:2684 LARKSPUR CT
Parcel No--:2103-143-01-065
Description:
REPLACE SHAKES WITH RIVA CLASSIC COPPER SHAKES
Applied--:08/20/1996
Issued---:08/20/1996
To Expire:02/16/1997
**************************************Conditions ******************************
1.FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2.ALL WORK MUST COMPLY WITH 1991 UBC CHAP.32
***~************************************************************
TOWN OF VAIL,COLORADO Statemnt
****************************************************************
Statemnt Number:REC-0188 Amount:
Payment Method:CK Notation:*17990
834.30 08/21/96 12:50
Init:CD
Permit No:B96-0247 Type:A-BUILD ADD/ALT SFRBUILDPE
Parcel No:2103-143-01-065
Site Address:2694 LARKSPUR CT
Location:2684 LARKSPUR CT
Total Fees:834.30
This Payment 834.30 Total ALL Pmts:834.30
Balance:.00
****************************************************************
Account Code Description Amount
01 0000 41310 BUILDINGPERMITFEES 322.00
01 0000 41331 DESIGN REVIEW FEES 50.00
01 0000 41332 PLAN CHECK FEES 209.30
01 0000 22002 CLEANUP DEPOSITS 250.00
01 0000 41336 WILL CALL INSPECTIONFEE 3.00
l U:4b NO.UUb P .Ul
__~Ph._
PERMI 'f II
SlIBQIYlSJON:
l U ;~U 3-4?9 -2 4~i ~~I ~i ~~4eTOWNOFVAILCONSTRU<tt>N
~PERM:IT AP"l19Al~ON FORK-Y~d /03 -;cJ 3 _d5~T~\;iti9btlAPPLICATIONMUSTl'E FlLLBD OU'.r COMPL TELY OR IT MAY NOT BE ACCEPTED
1\**.**•••••••*********.*.*••••~RMI'.r INFORMATION **.*******.************•••*i
[]-Buildinq []-Plumbing []-Electrical [)-MeChanica~[)-Othar __~~
Job Name:r:bLVVOhIJ:6)h.;>Job Address;O?h81~p(¥2Ud /(1/.rfJtvwv>.~~c;;;2f..Cl.d.I
LeIJal Description:Lot ~BlocK.Fil1ng --i;u,w:IU..JLI..iI.J.Ill:L.i...._
Owners Name ~h ~~g J.·)Address:
I\..
Arohitect:Address:Ph._
-t e~(;;rff ~~<;L\c cK.~11"(1.,..0 C...·lh.a<>~'cp p~
General Desoriptions ~~~~,~d]q.~)~T~~~~_·_-_·~---------------U Ii
Work Class:[]-New ~-Al t e ra ~l on [)-Addltlonal [)-~epair [J-Other _
Number of OWellinq units:Number of Aocommodation units:
~mber and Type ot Fireplaces:Gas Appliances Gas Loqs wood/pellet _
~•••••*••*.**~.~~**.******.*VALUATIONS *******.*******.*.**********•••j
DUILDING:~fa7?/O.!2-ELECTRICAL:*..OTHER:*,;...-_
~LUM B I N G :L-_MECHANIcAL:.TOTAL:•
•~~••**•••••***.**********~CON~CTORINFORMATION *••••••***********•••***
eneralAntractor:r:p la:.t...L>==~...n d'1)W Town of Vail Re •NO.L"j~~
Address:llo::+.q l-U...s~Q --'2.o t~Q ~hone Number I .:«
Electrical Contractor:
1\ddress:
Town of Vail Reg.NO._
Phone Number:_'__
PlUmbing contractor:
Addresas
Town of Vail Req.NO._
Phone Number:
Mechanical Contractor:
Addt"ese::
Town of Vail Reg.NO._
Phone Number:
**••**~*••*****.*.*****.*••**.**
BUILDING PERMIT FEEs
PLUMBING PERMIT PEE:
MECHANICAL PERMIT ~EE:
ELECTRICAL PEE:
OTHER TYPE OF FEE:
ORB FEE:
TYPE GROUP SQ.FT.VAUJATION
FOR OFFICE USB **.************************.*~
BUILDING PLAN CHECK FEE:
PLUMBING PLAN CHECK FEE:
MECHANICAL PLAN CHECK FEE:
,RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDING:
SIGNATURE:
ZONING:
SIGNATURR:COlllmentsl _
.'
Page2of4
August 6,1996 I
Roofing Specification for the Hernreich Residence
I.TEAR OFF/MISCELLANEOUS:
Specification asfollows:
1]Tear off existing cedar shakeroofingandremovealldebrisfromthesite .Plath Construction
willkeepthejobsiteascleanaspossibleandpracticalduringthe construction,anda thorough
cleaning of Plath's work areaswillbeperformedupon completion .Plath Construction willtake
allreasonable precautions to protect theinterior of thebuildingfrom water and weather.
However,Plath Construction willnotbeheldliableforanyinteriordamagesustainedfromleaks
causedbysudden and/or unforseenstormsthat occur duringthe tear off phase of this work
2]Inspecttheplywoodfor water damage ,andreplaceasneeded .
**This work,ifrequired ,willbeanadditionalchargeoverandabovethe contract price,and
willbechargedattherateof'S2.00persquarefoot.Noadditionalchargeswillbeincurred
withoutprior notification of,and authorization from,the owner or owner's agent.**
3]PlathConst.willprovideallinsuranceandpermitsrequiredbytheVailBuilding Department.
Price for Section I:Included in the Section II price below
Exclusions and Qualifications:
I]The horizontal I"x4"battens andthe#30feltbelowthecedarshakeswillremainasa
secondary waterproof layer.Leavingthismaterialinplacewillalsoservetokeepthehome
watertight duringthe re-roofwork .
II.PLYWOOD/DRY-IN/COPPER SHINGLES/COPPER FLASHING:
Specification asfollows:
1]Install Y2"cdx plywood overtheexisting1"x4"battens .
2]Install"Jiffy-Seal"Iceand Water Guardby "Protecto Wrap"overentirepitched roof area ,
according to manufacturers'specifications.Extendmembraneupwallsaminimum of 12"atroof-
to-wall junctures.Usemasticasneeded .
3]Cover Jiffy Sealmembranewith#30asphaltimpregnatedfelt.
4]Atthemain roof ridge,cutbacktheplywood1"oneitherside of theridge .Install"rollvent"
overtheridge .Cover theventwith#30feltand copper hipandridgeshingles .
5]Install"RivaClassic"copper shinglesas manufactured byVailMetalSystems .Installtrimand
flashingpiecesasneededfora complete system.Installa copper cricketbehindthechimneycurb .
Price for Section I and II:
a]Base bid :
b]Addfor Patina "Bronze"color:
$23 ,397.00
$2 ,278.00
Page3of4
Total for Section I and II:$25,675.00
Exclusions and Qualifications:
I]Miscellaneous flashingnot associated withthe roof systemisexcludedfromthis proposal
2]Deck waterproofing isexcludedfromthis proposal
3]Please be aware that metal roofing will allow snow to slide from the roof at times during
the winter months.It is important to contact our officeis sliding snow from the roof will
create a problem on the ground area where snow is expected tobe deposited.Please see
option #3 and #4 for a prices on snow fence.
GENERAL NOTES:
I]Pleasebeadvised that materialsforthis proposal havebeenbidat current marketprices .Due
tovolati lity of the market ,materialprices cannot be guaranteed past30days .*Please take note
that a "letter of intent"received by Plath Construction,Inc.within the 30 day period will
allowusto "lock in"current material prices even if actual purchases are made several
months later.
2]Plath Construction carries property damage liability insurance inthe amount of$2,000,000 .00
per occurrence.Plath Construction carries auto insurance inthe amount of $2,000,000 .00.Plath
Construction carries appropriate Workman's Compensation insurance through Colorado State
Compensation.No further insurance coverage isincludedin our price ,and if required ,the
additionalcostwillbeaddedtothe contract price .
3]Uponreceipt of the contract price ,Plath Construction willissuea warranty certificate
guaranteeing roofing againstleaksduetoflawsin workmanship fora period of three yearsfrom
thedate of roofing completion .Leaksqualifying under theterms of said warranty willberepaired
promptlyatno cost totheowner.This warranty doesnot cover any subsequent interior damage
thatmayoccur.
4]Pleasenote that copper isa product thatwillnaturallypatina over time .The "bronze"
treatment weuseonthe copper willadd approximately oneyeartothenatural patina process and
will remove thebright,shiny look of the copper before thepatina process begins .It is important
to understand that copper will continue tochange over time .Thenormal process isforthefinish
todarkentoa dark bronze color overthefirstfewyears .After a three tofiveyear period ,a
green patinawillbegintoform .This green colorwill eventually become the dominate color on
the roof although itmaytake10to20yearsforthistotakeplace .Somestaining of thefascia
may occur fromthe patina process .Most people accept thisaspart of theclassic look of copper
roofing .
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REPT131 TOWN OF VAIL,COLORADO
0~/26/~6 06:50 REQUESTS FOR INSPECTION WORK SHEETSFOR:~/26/~6
PAGE 5
AREA:CD
================================================================================
COPPER SHAKES
Phone:3039491905
Phone:
Phone:303~491905
Activity:
Address:
Location:
Parcel:
Description:
Applicant:
Owner:
Contractor:
B~6-0247 9/26/96 Type:A-BUILD
2694 LARKSPUR CT
2684 LARKSPUR CT
2103-143-01-065
REPLACE SHAKES WIT RIVA CLASSIC
PLATH CONSTRUCTION
HERNREICH BOB '-H &H
PLATH CONSTRUCTION
Stat us:ISSUED
Occ:
Constr:ASFR
Use:VN
Inspection Request
Requestor:PLATH
Req Ti.e:08:00
Ite.s requested to
00090 BLDG-Final
/
Infor.ation •••••
Co ••ents:
be Inspected •••
Phone:949-1905
Action Co ••ents
--,-
-/~/:---c:"/'------------------jt-//~------------,~----
q -269?
---------------;----'=-:--~------------------------
Inspection History •••••
Ite.:00510 driveway grade final
Ite.:00010 BLDG-Footings/Steel
Ite.:00020 BLDG-Foundation/Steel
Ite~:00520 PLAN-ILC Site Plan
Ite.:00030 BLDG-Fra.ing
Ite.:00040 **Not On File **
Ite.:00050 BLDG-Insulation
Ite.:0 0060 BLDG-Sheetrock Nail
It =-'00080 **Not On File **
Ite.:00070 BLDG-Misc.
Ite.:00090 BLDG-Final
Ite.:00530 BLDG-Te.p.C/O
Ite.:00540 BLDG-Final C/O
J
I
...
I
I
~ig~Review Action ."
TOWN OF VAIL
Category Number,_
ProjectName :±\eQcb\eBCM -~
Date ~d I r:s \1~\oC'n,-------
BuildingName:_
Project Descript ion:_~1"1?Vl"c:;..,1:\ft l?fb \t)('~5:stt I t;\(."LES
Owner,Addressand Phone:~-+~W
Architect/Contact,AddressandPhone :11 .Alli r!)~reUr~.,PO""D~<;fjz.o
A vo ~!CO 81 ....l-{~p ?-O~""--_
LegalDescription:Lot 2---BIOCk ~Subdivision \OTE?e-M OV NW I......~ZoneDistrict '\1.S
ProjectStreetAddress:z...(,l?4-(~?W e..C D.)g.:r-
Comments :_
---Rr-,i3f taft Actio
Motion by:---r~=>'V~!e :_
Secondedby:("~----I ----o Approval
o Disapproval
~t aff Approval
Conditions:_
LauVY/k..\}J irl ,v1-Mll-i-A _
TownPlanner
Date:B -\t;-tf 0:::.--_ORBFeePre-paid _
COl.ORADO
1.
A.
D.
c .
D.
..................
INCOHPLB'1'E JlPPLI~llTIONS MAY NOT Bl!:SCHEDULIm FOR Rl:fVIEJf•
........***
PROJEC'l'INFORMA'l'ION,
DffruPT~"JE:~~Ei~~6;f1J~t &mt,=~.l#
TYPE OP Il.nVIEW :
-----"ew Const~uction ($200.00)~inor Alteration 1$20.00)
____Addition ($50 .00)~onceptual Review ($0)
ADDR~~<i'~H.cC
1<1001>1.D£SCRJPTION,.~Block _
llubdivision~~·--;;:;...;>"':',o~"'·3"""_------:!71qr"3or-:-:-;:o;-r1---0:-:"'-:5=--.------
If property ;p doscribed by a moets and bounds leqal
description,please provide on a separate s heet and attach
Lo this application.
APPLICATIONS WILL 'NOT Bit PROCB8Slm J11'2'110~OHNBR'S SICNAT11RR
r.Condominium Approval if applicable.
J.DRD FEE:DRB foeg,as shown above,arc to be paid at the
time of submittal of the ORB application.Later,when
applying for a building permit,pl~ase identify the accurate
valuation of the proposal.The Town of Veil will adju~t the
fee 'accordtng to the t able below,'to ensure the correct ree
is paid.
VALUATION
PBI PAlp!•
FEE:SCflEDULEl
~0
$in.cor
.$50,001
$150.001
$500,001
$Over
CHECR #1
t 10.000
•50,000
f 150,000
•500,000
$1,000,000
$1,000,000
DATg,
FEE
$20 .00
$50.00
$100;00
$200.00
$400 .00
$500.00
DBSIGN REVIEW BOAaD APPROVAL BXPIRES ONE YJIlAR AF'fBR PINAL
APPROVAL UNLBSS A BU!LDINCI PERtlI'1'III ISSUE!!.Mm CONS'l'llUt:'l'tOll
IS STARTIlD"-----
TOWN OF VAIL 1D:30 3-4 7 9-21:52 AUG 06 '9 6
LIST QF MAI&RIbLS
NAKB 01"PROJECT:\6:(\l&\C\\-~l:S :
IiE:C/U,DESCRIPTION:LO'l'BLOCK .SUBDIVISION .--__.,...._
llTIillET "OOll.ESS:.;2h&:l1 AA"-Sk d;u.'k"\,V'P»!"CO .8\le"5'7
.'
The following information is required for sUbmittal to tho oosiqn
Review Board before a fi~l approval can 'be glvan;
11.DUXLJ):tNa Mll.TBlUALS:
Roof
Siding
other Wall Materials
SoUl t.s
Winclows
Window T1:"im
Doors
Door Trim
lIand or DC,ck Rails
Flues
1"111$l1iog5
Chimneys
'1'rn3h Enclosurell
Greenhouses
Rctalnlnq Walls
Exterior Lighting
Othor
Tn'S OF KA'l'BRIAL COLOR
.'?,\~~\(Q,ff~S\\(\W~<,f\~L>~C-'2
:.
D.LoI\NDSCAl'XNG :N~me o~Designer,
Phone:
7
1.TYPEOF CONSTRUCTION IIIIIII~I PERMIT NO.
Z.OCCUPANCY GROUP ABE H I~BUILDING 62.000
DIVISION 1Z zG z ELECTRICAL 6.0000;:::
GENER~L DESfRIPTIONOFWORK :«PLUMBING 9.000cearog.concrete basement ::>....
single family residence withgarag -e MECHANICAL 7.000>
CONSTRUCTION PERMIT
NOTE -COpy OF PERMIT TO BE KEPT ON JOBSITE
DATE 10-27-82 uu12GO
PERMIT FEESVALUATIONSQ.FT.GROUPTYPE
TOBE FILLED OUT COMPLETEL YPRIORTO ISSUANCE OFPERMIT
TYPE OF PERMIT
~gBUILDINGPLUMBING
.ELECTRICAL FOUNDATION
lZ MECHANICAL 0
'.
TO.1Al PERMIJ-fEES ~2566 .15
I hereby acknowledge thatIhavereadthis application.filled outinfullthe information required.
completed an accurate plot plan,andstatethatallthe information provided as required is correct.I
agreeto comply with the information and plot plan,to comply with all Town ordinances andstale
laws ,andto build this structure according tothe Town's zoning and subdivision cod design
r.;view approved ,unifoyn ~uildi~g ,?ode and other orinane off'e ~~itplicable ereto.
(/(''7 10 ,""",~-{t "j ~~1:
(L ...1'~_v .-r:SIGNATURE OFOWNEROR CONTRACT
"T.~.L C ·1)\I ANDTHEOWNER.
ZONING &BUILDING NOTES:.-=--:-~------;--C-.conditonal upon following recommendation
in r.hpn'~rpnort of Seot.1.1982
fNING ADMINiSTRATOR ----DATE----
BUILDINGPERMIT 533.00
PLANCHECK 266.50
ELECTRICAL 55.00
PLUMBING 90.00
;_-.11 MECHANICAL 70.00
__II RECREATION FEE 301.65
-~~,~.,-~'''~'N BOARD 50.00
("I I:lo.t..L1ID nCDOSIT 500.00
USETAX 700.00
14Q.000
GAS:
WOOD:
2011
__UNCOVERED PARKING
R-3v
ELEC:
NO FIREPLACES
COMMERCIALSYST __COVERED PARKING
HEIGHTINFT.
SOLAR :
NEW rX )ALTERATION ()ADDITIONAL()REPAIR()
•EGALLOT 2 BLK 1
ESC .FILING Intermountain
JOBNAME:Holbird Residence
OWNER NAME
•,MAIL ADDRESS
CITY PH.
ARCHITECT FIRM
MAil ADDRESS
CITY PH.
FIRM Owner
GENERAL
CONTRACTOR TOWNOFVAILREG .NO.
TELE.
FIRM
LECTRICAL
CONTRACTOR
TOWNOFVAILREG.NO .
TELE .
FIRM
PLUMBING TOWNOFVAILREG .NO .
CONTRACTOR
TELE,
FIRM
MECHANICAL
CONTRACTOR
TOWNOFVAILREG.NO .
TELE.
OTHER FIRM
TOWNOFVAILREG.NO .
CONTRACTOR TELE.
lhe prtnteryl\t8.tl
TOBE FILLED OUT COMPL ETELY PRIOR TOISSUANCE OF PERMIT
TYPEOFPERMIT
LEGAL LOT 2 BLK 1
_ESC.FILING Intermountain
OBNAME:Holbird Residence
OWNER NAM E
-MAiL ADDR ESS
CITY PH .
ARCHITECT FIRM
MAIL ADDR ESS
CITY PH .
GENERAL FIRM
CONTRACTOR TOWN OF VAIL REG.NO.
TELE.
FIRM
LECTRICAL
NTRACTOR TOWN OF VAIL REG .NO.
TELE.
FIRM
PLUMBING TOWN OF VAIL REG .NO .CONTRACTOR
TELE .,
FI RM
MECHANICAL
CONTRACTOR TOWNOF VAI L REG .NO.
-TELE .
~FI RM
..~ILREG .NO .l CONTRACl UKI ._.-----~~___L _"•"'~---
o BUILDINGoELECTRICALoMECHANICAL
NOTE -COPY OF PERMIT TOBE KEPT ON JOBSITE
TE 10-21-82"U Ull~j
PERMITNO.
I.TYPE OF CO NS TR UCTION III III IVV
2.OC CUPANC YGRO UP ABEH IRM BUI LDING
DIVI SION 1 2283 4 z EL ECTR ICAL0
GENERAL DESC RIPTION OF WORK:~PLUMB ING
for deta il sectiDn 1.2 .3 footings ::::l
..J<
only,need add.info f rom Chen >MECHAN ICAL
by 10-25-82
TYPE GROUP SQ .FT.VALUATION PERMITFEES
BUILDING PERMIT
PLAN CHECK
ELECTRICAL
NEW()ALTERATION ()ADD ITIONAL()REPAIR ()PLUMBING
DWELLING UNI TS __ACCOMMODATION UNITS MECHANICAL
GRFA __BEDROOMS --RE CR EA TION FEE
COMMERC IAL SY ST__COVERED PARK ING DESIGN REVIEW BOARD
HEIGHT IN FT .__UNCOV ER ED PAR KING CLEAN ·UP DEPOSIT
NOFIREPLACES --USE TAX
INSULATION
TOTALPERMITFEES No FeeTYPETHICKNESSR·VALUE
.a 7~me W11-k-b e paved on 10-25-8?
FLOOR ~/~~"""--'"l--LCL-Z L-.f.:.BU I~ef(FICIA17 DAT E
EX T.WAL LS
ROOF ONINGADMIN ISTRATOR ----DATE----
HEAT ZONING &BUILDING NOTES :
ELEC:GAS :
SOLAR:WOOD :
Ihe reby acknowledge that Ihavereadt his appl ication,filled out in f ullt hein formation required ,
completed an accurate p lot plan.ands tate that allthe i nformationp rovided asrequ ired i s correct.I
agree t o comp ly with the information andp lot plan,to comply with all Town o rdi nances and state
laws ,andtobui ld this struc ture accord ing to the Town'sz oningand subdivision codes,design
review approved ,Un iform B uilding Code and other ordinances ofthe Town a pplicable thereto.
SIGNATURE OF OWNER OR CON TRA CTOR FOR HIMSELF
AND THE OWNER.
o PLUMBINGoFOUNDATIONo
CONSTRUCTION PERMIT,
&.
-'r.....'
~.
INSPECTION REQUEST
/1 ,TOWN OF VAIL .-
//'I .-r'i 0 (b.>(·f /;;.~~,,_._::p -'-_.~
CALLER
READYFOR INSPECTION:MONTUES WED THUR FRI AMPM
LOCATION :
BUILDING:.PLUMBING:
o FOOTINGS /STEEL o UNDERGROUND
o FOUNDATION /STEEL o ROUGH /DW.V.
o FRAMING o ROUGH /WATER
ROOF &SHEER o GAS PIPINGoPLYWOODNAILING
o INSULAT ION o POOL /H.TUB
o SHEETROCK NA IL 0
9 0
f ',.·-x r "IIGJFINALl:--n i (..../.2(1:-~\°'1 9 L ~I ~.....~(1 '~:'l '..o FINAL
MECHANICAL:
o HEATING _
o EXHAUST HOODS _
o SUPPLY AIR _
0 _
o FINAL _
/\':-"-"'/''A .V -1I.'i\........~
~--i ;
f '
ELECTRICAL:
o TEMP .POWER ---'-_
o ROUGH
o CONDUIT
o
o FINAL _
o REINSPECTION REQUIRED
----.
o DISAPPROVEDoAPPROVED
CORRECTIONS:
DATE _I NSPECTOR
•
PM______AMFRI
:@.:,;:'.
INSPECTION REQUEST
TOWN OF VAIL
,!//',I '!-I O !,!.",~
CALLER __---L.-_-'----"_~_____=:....___.....:..______!
TUES (~50 THUR
/I ,
C cl 'I ',':::':2 (,r-
e/
~@ ....,.....'..
<}(k l/
i /
LOCATI0N:~-=----:.::--"----'----_~__l.L..:..J____"___=.:~~'_____
,READYFOR INSPECTION :MON
BUILDING:
o FOOTINGS /STEEL
o FOUNDATION /STEEL
o FRAMING
,ROOF &SHEERoPLYWOODNAILING ----------
o INSULATION
o SHEETROCK NAIL _
o
o FINAL
PLUMBING:
o UNDERGROUND
o ROUGH /DW.V ._
o ROUGH /WATER _
o GAS PIPING
o POOL/H .TUB _
0 _
o
o FINAL
ELECTRICAL:
o TEMP,POWER _
o ROUGH
o CONDUIT
o
Cil FINAL,,
MECHANICAL:
o HEATING _
o EXHAUST HOODS _
o SUPPLY AIR
0 _
o FINAL _
)6..APPROVED
CORRECTIONS:"r":=:_)
o DISAPPROVED o REINSPECTION REQUIRED
,//("".'
/",.'/
/..-,
',:'./>.//'INSPECTOR __--'-L..:-=~__---.:...__t.~~_DATE --:::.:..----.:...---:.:.._~~_
I I :",-I ',(t ··
JOB NA ME ~.L.Ll-,-I_;-'../",--,!_,_f-.;C,-"_I II r:"DA TE -'/-1 '7
.-,e
INSPECTION REQUEST
TOWN Of -VAfL
CALLER-_.-...----......
READ Y FOR I NSPECTION :,'""'M ON)T UES
,-------
WED THUR FRI ______A M P M
LOCATION :
~RE INSPECTIO NR EQUIRED~I S A PP R O V E DoAPPROVED
CORRECTIONS:
BUILDING:PLUMBING :
o FOOTIN GS /STEEL o UNDER GROUND
o FOUNDAT ION /STEEL o ROUGH /DW.V .
,I
E:J FRAMING o ROUGH /WATER.'.
I ROOF &SHEER
o PL YWOOD NAILING o GAS PIPING
o INSULAT ION o POOL /H.TUB
o SHEETROCK NAIL 0
0 0
o FINAL o FINAL
ELECTRICAL:MECHANICAL:
o TE MP .POWER o HEATING
o ROUGH o EXHAUS T HOODS
o CONDUIT o SUPPLY AIR
0 0
/7 "o FINAL o FI NAL //
./"./
~/.:--/"
j ':"-.-
-L ;;,.;;L-...
/,-'.:«r:E:kf_-;::;;t"J
INSPECTOR
."7
?/-/7_.IDATE_.L-."..:--'-_-'----..--"_
.,
INSPECTION REQUEST '
TOWN QF VAIL '
WED THUR FRI GJ PM
,.:~...,
7'(:..,~"J h"
CALLER
TUES
I f /
•~!
READ Y FOR INSPECTION :
LOCA TION :
-'~,'..-
BU ILDING:PLUMB ING :
o FOOTINGS /STEEL o UNDERGROUND
o FOUNDATION /STEEL o ROUGH /DW.V .
o FRAMING o ROUGH /WATER
ROOF &SHEER o GAS PIPINGoPLYWOODNAILING
o INSULATION o POOL /H .T UB
o SHEETROCK NA IL 0
0 o
o FINAL o F INAL
ELECTRICAL:MECHANICAL:
o TEMP.POWER o HEATING
/13/ROUGH o EXHAUST HOODS
o CONDUIT .»o SUPPLY AIR..
-
....--
0 ~,-0
o FINAL o FINAL
o DISAPPROVED o REINSPECTION REQU IRED
~,.,(../
,.
/
./.>
i
D ATE '--__-"--_INSPECTOR ....'..
//',../'..,..
.''..".-;,.
./://"--==-
'.-J'
<
.:@l
INSPECTION REQUEST '
/)TOWN QFvAIL
./
<;(,r.
?
..
\",....J/~
j .,.~,.,~CALLER
·1 '
'.,~
:';'~"..
J /-:',"I ''''-.-,"'"DATE .~.'-"
READY FOR INSPECTION:
"._:-_.-1-
LOCATION '.:I ",I "..'f',i;•,.'(-!,,'["~•
MON TUES WED
";,......::--._...
(THU R',FRI
............_--/..
______AM
BUILDING:
o FOOTINGS /STEEL
o FOUNDAT ION /STEEL
o FRAMING
ROOF &SHEERoPLYWOODNAILING ----------
o INSULATION
o SHEETROCK NAIL _
o
o FINAL
PLUMBING:
o UNDERGROUND
'q ROUGH /DW .V._
,
~ROUGH /WATER _
o GAS PIPING _
o POOL /H ,TUB
0 _
o
o FINAL
ELECTRICAL:
o TEMP.POWER _
o ROUGH
o CONDUIT
o
o FIr;ft(L
.,.~//
MECHANICAL:
o HEAT ING _
o EXHAUST HOODS
o SUPPLY AIR
0 _
o FINAL _
/-::;;;,..<~~APPROVED7c/
CORRECTIONS:
o DISAPPROVED o REINSPECTION REOUIRED
),
I~
THUR --e)~
;.
READYFOR INSPECTION:
LOCATION :-=-_
BUILDING:
I ';..(--=~[M,-Fee'M1'l\2::N-t;I EEl
I ~F O U N D~T I O N /STEEL Co ",TIL':;).--
o FRAMING
ROOF &SHEERoPLYWOODNAILING ---------
o INSULATION _
o SHEETROCK NAIL _
0 _
o FINAL
PLUMBING:
o UNDERGROUND _
o ROUGH /D.W.V._
o ROUGH /WATER _
o GAS PIPING _
o POOL /H .TUB _
0 _
o
o FINAL
ELECTRICAL:
o TEMP.POWER _
o ROUGH
o CONDUIT _
0 _
o DISAPPROVED
MECHANICAL:
o HEATING _
o EXHAUST HOODS _
o SUPPLY AIR _
0 _
o FINAL
o REINSPECT ION REQUIRED
DATE ~'----,=",=-_
----_-..@)
-~.
b
PM
.'BUILDING:
o FOOTINGS /STEEL
o FOUNDATION /STEEL
o FRAMING
ROOF&SHEERoPLYWOODNAILING ----------
o INSULATION
o SHEETROCK NAIL _
o
o FINAL
ELECTRICAL:
9(TEMP.POWER ------------I ,o ROUGH
o CONDUIT _
0 _
o FINAL
PLUMBING:
o UNDERGROUND _
o ROUGH /D.W .V._
o ROUGH /WATER _
o GASPIP ING
o POOL /H .TUB _
0 _
o
o FINAL
MECHANICAL:
o HEATING _
o EXHAUST HOODS _
o SUPPLYAIR _
0 _
o FINAL
yE:"APPROVED
CORRECTIONS:
~
,,"
-,.':·,v
'j
o D ISAPPROVED
./-T .-'-;-']_
o REINSPECTION REQUIRED
....·1 -.01.._
DATE ---"---'-__'---£..:........:=-_
.~
i ~
!PM \\'
\i
\/
______AMFRI
.,INS ECTION REQUE'ST ..'
TOWN OF VAIL
}-~\',(b 1 '.-,/-..
CALLER
.~....
.TUES (~~)THUR
~-..._...-;:f ~.,)"-L .
READYFOR INSPECTION :MON
LOCATION:-!..-.C:!..:..-:........,>!--__---.:~~_"__'.l.....::::......:_r__----------------"-~
D REINSPECTION REQUIREDDDISAPPROVED
BUILDING:PLUMBING:
D FOOTINGS /STEEL \mUNDERGROUND
{
D FOUNDATION /STEEL /b ROUGH /D .W.V.
D FRAMING D ROUGH /WATER
ROOF &SHEER DGAS PIPINGDPLYWOODNAILING
D INSULATION D POOL /H .TUB
D SHEETROCK NAIL D
D D
D FINAL D FINAL
ELECTRICAL:MECHANICAL:
D TEMP.POWER D HEATING
D ROUGH D EXHAUST HOODS
D CONDUIT D SUPPLY AIR
D D
/7
D .-FINAL D FINAL
.'
"
e jJ.;APPROVED
/
./CORRECTIONS:
/'
INSPECTOR///,/'/~:.,.-'
-/{~--,j c-«DATE _'--_-'-_---'-_
CALLER '
DATE "i)/'2..7-JYt-,7 7 JOB NA ME
..
@,-
INSPECTION REQUEST
I /,TOWN OF VAIL
()I ;::.)I .I
•
PM------~._~
("
,',If 1.._...-.
,1
t }
FRI
",...0._...
I \
MON i TU ES WED THUR
,.~READYFOR INSPECTION :
LOCATION :-L-Ll.~~_
BUILDING:
L;q FO OTIN GS I STEEL
o FOUN DATION I STEEL
o FRA MING
RO OF &SHEERoPLYWOODNAILING ----------
o INSULATION
o SHEETROCK NAIL _
o
o FI NAL
PLUMBING:
o UN DERGROUND
o ROUG H I D W.V._
o ROUGH I WATER _
o G AS PIP ING _
o POOL I H .TUB _
0 _
o
o FI NAL
ELECTRICAL:
o TEMP.POWER _
o ROUG H
o CONDUIT
o _
o ~J~{
MECHANICAL:
o HEATING _
o EXHAUST HOO DS
o SUPPL Y AIR
0 _
o FINAL _
-;;:~PP R O V E D
/"C~RECTIONS:
o DISAP PROVED o REINSPECTION REQU IRED
i
./
DA T E -"-~_""-"::-_----=-_
DATE 10/4./If.}..
I JOB NAM E --'---''-'--""""''-'-'--'---'-''-""""''''"':...:....;...-rCL-.;.--'---------------'-
CALLER
WEDTUESMONREADYFORINSPECTION:
LOCATION:'---=='---_--::;:-;-:::-~--
BJ,JILDING:
\Itt FOOTINGS /STEELI....
o FOUNDATION /STEEL
o FRAMING
ROOF &SHEERoPLYWOODNAILING ----------
o INSULATION
o SHEETROCK NAIL _
o
o FINAL
PLUMBING:
o UNDERGROUND
o ROUGH /DW.V._
o ROUGH /WATER _
o GAS PIPING _
o POOL /H.TUB _
0 _
o
o FINAL
MECHANICAL:
o HEATING _
o EXHAUST HOODS
o SUPPLY AIR
o
o FINAL
~'6iSA P P R O V E D
<./
ELECTRICAL:
o TEMP.POWER _
o ROUGH
o CONDUIT
o
o FINAL
o APPROVED
CORRECTIONS:
,.I
e /'!1//
-r:»~,.~
DATE /Q--;='-=z -£-2 INSPECTOR -.-,.;("
•
•INSPECTION REQUEST "-
,!"g TOWN Of VArL
i£/$l/lcf ;J (.JOB NAM E ~%>--...L-"'--1'::::':"~.:...:....L----!.'~....}-.:'------_DATE ';<-/0 -l3
-----8 PMTHURb)CALLER
TUES WEDMONREADYFORINSPECTION:
LOCATION :_
BUILDING:
o FOOTINGS /STEEL
o FOUNDATION /STEEL
~FRAMING
A ROOF &SHEER
o PLYWOOD NAILING
o INSULATION
o SHEETROCK NAIL _
o
o FINAL
PLUMBING :
o UNDERGROUND
o ROUGH /DW.V._
o ROUGH /WATER _
o GAS PIPING
o POOL /H .TUB _
0 _
o
o FINAL
ELECTRICAL:
o TEMP.POWER _
o ROUGH
o CONDUIT
o
9 4P~~------------
MECHANICAL:
o HEATING _
o EXHAUST HOODS
o SUPPLY AIR
0 _
o FINAL
o DISAPPROVED o REINSPECTION REQUIRED
\
\
•~..'~j
"/.--;::'
INSPECTOR
READYFOR
LOCATION :
BUILDING:
o FOOTINGS /STEEL
o FOUNDATION /STE EL _
o FRAMING
ROOF &SHEERoPLYWOODNAILING ---------
o INSULATION
o SHEETROCK NAIL _
o
1t'FINAL /1 f C2
ELECTRICAL:
o TEMP .POWER _
o ROUGH
o CONDUIT
o
'?Fffl'AL
PLUMBING:
o UNDERGROUND
o ROUGH /D.W.V._
o ROUGH /WATER _
o GAS PIPING
o POOL /H.TUB _
0 _
o
o FINAL
MECHANICAL:
o HEATING ------:"_
o EXHAUST HOODS _
o SUPPLYAIR _
0 _
o FINAL
~P P R O VE D
CORRECTIONS:
o DISAPPROVED o REINSPECTION REQU IRED
"
DATE ~'-~':::""-_I NSPECTOR
the prlnl.'r '~a ll
HERNREICH BRoADtt'.mNG STA nONS.INC.tt-:
P.O.Box 4150
Fort Smi th,AR 72914
ph one 501 /73.3-4105
Pl/X 910 /723-7661
September 27,1983
Ms.Sandy Swi cegood
P.O.so x2885
Vai 1,CO 81658
Dear Sandy:
The following is a list that needs to be accomplished to
co mply ~ith Vai l zon ing require ments.r've given Jim Sayer my
word they will beco mpleted:.
1.The trim around the hot tub needs to be painted an
appropriate color.The ventilation duct underneath the deck
needs to be painted the same color.
2.The back yard needs to be cleaned upand the trees planted
according to our landscape plan.I understand this is in progress.
3.One s upport P05t on the front of the building has been
removed--I did not even see it.Please have it replaced.
4.Sheet rock must behung under the front stairs in that
little closet andan appropriate door put on.
5.Ther~'s a wire loose right in front of the door going into
the garage which needs to be taken care of.
6.Jim,also,recommended we use a thicker rock for the run-off
coming down the north (I believe)side of the house.He says
we might get somuch run off,it will wash the side yard away.
Please.discuss this with Terry.
7.I will be contacting Ji m Spell to see if he is going to
bui ld this year.If not,we will sod the area left uncovered due
to possible construction damage.
Please stay in touch with Jim Sayer.Let's try to workas
closely as possible with him.
BH:hkm
KI-12·S -TV
Fort Srni!h
KIVP-T\I
FCl 'le rtev !iie/
Sr::i"nt'i:;IA
KAIT-TV
:or,esboro
KWBO-FM
Hot Springs
KZNG-AM
Ho~Sp rin.;)s
Tom Holbird
PO Box 2073
Vail CO 81658
Dear Tom:
Subject:
February 15,1983
Revi ew of Retaining Wall
Detail,Lot 2,Block 1,Vail
Intermountain Subdivision,
Vail,Eagle County,Colorado
Job No.24,466
As requested,we have reviewed a detail developed by Boyle Engineering,
fOT the proposed retaining wall to be located immediately south of the
subject residence.lIe previously submitted a letter dated January 26,
1983,containing recommended design parameters for the retaining wall
system.
The design consists of a timber crib wall approximately 30 feet in
length and stepped in two levels for a maximum total height of 9 feet 4
inches.A4 foot by4 foot key has been included at the base of the
wall.A minimum one foot lateral width of gravel will be placed against
the back of the wall and connect to a 6 inch drain pipe near the base.
The plan specifies that backfill should be compacted to 90%standard
Proctor density.A final upslope backfill surface grade of l~:l (horizontal
to vertical)maximum is indicated.
From information provided by you,we understand the existing cut
face represents a total excavation height into the hillside of approx-
imately 16 feet,and that backfill behind the residence consists primarily
of gravels capped by several feet of on-site clays.We understand a
dozer was used to place the fill and that no density tests were taken
during fill placement.
The general design of the retalnlng wall appears to be in accordance
with previous recommendations.We assume a stability analysis was
performed by Boyle Engineering with satisfactory safety factor for the
soil parameters given.Additionally,it appears the retaining wall will
bear partially on non-compacted foundation wall backfill and partially
on undisturbed natural soils.Basedon the proposed wall detail and our
knowledge of the site,the following design and construction recommendations
are presented:
OFFICES CASPER.COLORADO SPRINGS.DENVER.SALTLAKECITY
r:
Tom Holbird
February 15,1983
Page Two
1)Since the type and condition of the ba ckfill behind the residence
is unknown,differential settlement of the retaining wall ma y be
detrimental to the waLl performance.Tor e duce potential settlement,
the existing backfill should be remov ed and replaced compacted to a
minimum 95 %standard Proctor d ens ity at a moisture content near
optimum.Asan alternative,the wall c an be placed substantially on
..undisturbed subsoils.
2)Assuming bearing soils are compacted as described above a coefficient
of friction for soil interface equal to 0.4 may be used to de sign
a gainst sliding.For cohesive backfill a uniformly distributed
load of 300 psf may al so be assumed to act as passive r esistance.
This is in conjunction with the equivilent fluid weight of 150 pcf
previously reported.Addtionally,active earth pressures calculated
assuming 80 pcf equilivent fluid weight may be assumed to act par allel
to the upslope grad e.
3 )A minimum 3 foot layer of compacted clays shou ld cap the foundation
wall gravel backfill.The drain system f or the retaining wall
should be kept separate from the found at ion drain for the residence.
A4 inch diameter drain pipe sloped to daylight should be adequate
for the wall.
4)At least the upper 2 feet of bac kfill p laced behind the wall and
within the cribs should consist of compacted c lays to reduce
surface water infiltration.
5)Backfill placed within and behind the wall should be compacted to a
minimum 90 %standard Proctor density at a moisture content near
optimum.On-site soils should be suitable for use as fill p rovided
the drains are installed as shohn.Back fill should be tested bya
soils engineer.
6)In no case should the retaining wall be installed tight against the
residence perimeter wall since some rotation of the crib wall will
probabl y occur.
7)Graded slopes should b e revegetated to reduce erosion.
At present,the existing steep cut does not appear to pose a threat
to the residence.However,with spring thaw we believe the potential
for slope failure to be significantly increased.Design and construction
of the wall should proceed as soon as possible since even minor slumping
could significantly increase the required wall construction as well as
cause damage to the residence.
Tom Holbird
February 15.1983
Page Thr ee
r Other applicable recommendations previously
design of the retaining wall should be followed .
or if we canbe of f urther service,please call.
submitted concerning
If you have any questions
Very truly yours,
CHEN AND ASSOCIATES,INC .
By ~~LRona1dJ:-~asquez~
RJ V/ko
Rev.By:S.L.P.
cc:JimSayre,Town o f Vail
cc:Boyle Engineering,Inc.
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•chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
5080 RD.ISO GLENWOOD SPRINGS.COLORADO 811lO1 30319<5-7458
January 26,1983
Subject:Observation of Cut Slope ,
Lot 2,Block 1 Vail Inter-
mountain Subdivision,Vail,
Eagle County,Colorado
Job No.24,466
Tom Holbird
PO Box 2073
Vail CO 81658
Dear Sir:
As requested,we observed the cut slope on the south side of the
subject residence on January 24,1983.We previously conducted a soil
and foundation investigation for the structure reported under the above
job number and dated September 1,1982.Subsequent geotechnical review
and recommendations have been submitted in letters to you dated October
11and 25,1982.
At the time of our site V1S1t construct ion of the residence and
rough grading of the area was near complete.As indicated in previous
review letters,excavation for the building had required cut depths
into the existing hillside on the order of 13 feet maximum ,reSUlting
in a6 to 8 foot near vertical cut face behind the structure after
backfilling .The cut face was relatively dry and appeared stable
when observed.
As indicated in our letter to you dated October 25,1982,the use
of a retaining wall adjacent the south side of the structure will be
required.The wall should be engineered and designed assuming the following
parameters:80 pcf equivelent fluid weight for lateral earth pressure,
a base sliding coefficient of 0 .3,anda final grade above the wall to
beno steeper than l~:l (horizontal to vertical ).These parameters
assume the use of free draining granular material for backfill and the
use of a drainage system,similar to that incorporated into the building
design,to prevent buildup of hydrostatic pressures.Final design of the
retaining wall should be reviewed by this office prior to construction.
If you have
further service,
Rev.By:S.L.P.
RJV/ko
the above,or if we can be of
Very truly yours,
CHEN AND ASSOCIATES,I NC.
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By 10'm<illd ..;-\i ~,~
Ronald J.Va~quez,i ·E(
75 sou th f r onl age ro ad
vail,colorado 01657
(303)476 ·7 000
January 21 ,1983
Tom Holbi rd
Vail,Colorado 81 657
De ar Tom:
Due tothehazardous natu re ofthe soil s behind yourhouse,no
Certificate of Occ upancy will bei ssued until a napproved,in spected
re taining wall is constructed,A registered,professionalengineer
shoulddr aw upand stamp a drawing ofthe wa ll,and thi s department
shouldapprovethe designa nd engineering ofthe wall.Limitth e
height ofth ewall t o s ix feet,
Sinc erely,
/~A7~
Ji m Sayre
Town Planner
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CREDIT APPROVAL
To load longhaul 01
12/6
Joe
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9874c
UUI~t:va,>'-Iau\::
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SlS.NO.ll<R.T .E.I INVOICE DATE CUST.ORDER NO.ORDER NO.ENTERED BY DELIVERY BYhO,
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.WEIGHT PlOD .OIOU IO 'H IPPIO DESCRIPTION FREIGHT QUANTITY PRICEe2337'3"Span (6/6)Scissor Trusses,5/1 -2~/12 Pit h,I .<;'--II.,..,
2x8 Top &Bottom Chords,24"Overhang wild)both ~";·;··i~~,.~-r I ·,I
ends.-(SEE ATTACHED SKl'.n SEE A'l'TACI
.I ,.,2 37'3"Gable Ends,WITH DROP TOP CHORD:FOR 2x8 p ';.l.,'.or '",.:.iV ·J'~..:\u''U I ~
LOOKOUTS.(:no tails),flat bottom chorl s.
(q5 nsf Total load inn 11';",.\
80 psf snow load.
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chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
50150 RD 1S4 GLENwOOD SPR INGS .COLORADO 151&01 303/i04S-7~~
OCtober 25,1982
Subject:Excavation Observation,
Proposed Residence,lDt 2,
Block 1,Vail InterJrountain
Subdivision,vail,Eagle
County,Colorado.
Job No.24,466
Mr.Ta:l Holbird
320 N.8th Street
Ft.Smith,AR 72901
Dear S ir :
As requeste:l,we observed the excavation at the subject site on
october 19,1982.we previously conducted a soil and f o undation investigation
for the proposed residence rePJrte:l under the above job number and dated
Sept ember 1,1982.we additionally reviewe:l geotechnical aspects of the
building plans and sumnarize:l our conclusions and reccmnendations in a
letter to you dated Cctober 11,1982 .
At the t.i4-re of our site visit,excavation to laver floor subgrade
level was nearly canplete.CUt depths below the surrounding ground
surface range:l fran daylight on the northeast side to a maximum of 13
feet near the south corner of the excavation.A footing trench excavation ,
about;2 1/2 to 3 feet deep for the back wall ,had been starte:l on the
southeast side of the structure.The soils exposed at the bottom o f the
building excavation generally consiste:l of fill,as described in our
original report.Nat ural clays were exposed within the back\vall f ooting
trench.The soils exposed on the east corner f ace of the exca vation
cons isted o f fill o verlying natural clays which were v ery rroist to we t.
Perirreter excava tion faces were cut near v ertic al and no signs
of s.lope instability \vere noted ,
The n atural clays exposed within the back\vall f ooting trench are
similar to those encountere:l in our original investigation and should be
suitable for the recarrrende:l 2,500 psf allcwable bearing pressure.As
di.scuased in our original r e port.,depth of fill toward the front o f the
sitewi ll likely approach 10 feet and should be renoved .We understand
that footing excavatrions are to penetrate the fill but that the g arage
and mechanical rocm floor slab will be place:l directly on the existing
fill;and that the risk of rroverent and/or cracking of the s lab has
been a c cepted by y ou .
OFFICES.CASPER .COLORADO SPRINGS .DEN VER .SALTLAKECIT Y
//-Mr.Tan Holbird
October 25,1982
Page 2
As indicated to you during our site visit,the equivalent fluid
weight of 80 pef for lateral earth pressures acting against be.low grade
walls was given for the upslope condition.This pressure assurres the
use of granular material for backfill and final grading of the slope to
be no steeper than 1 1/2:1 (horizontal to vertical).Also the 150 pef
equivalent fluid weight for passive pressure and sliding coefficient of
o.3 was provided to design the foundation against sliding.
From infomation provided by you,we understand that backfilling of
the foundation walls will begin on or about October 30.'Ihis will
require the excavation to be open and unsupp:>rted for a period of
approximately 2 weeks.Based on the condi.t.ions observed on October 19,
the slope appears relatively stable.M:Jnitoring for signs of slope
rrovenent;should cont.inue untill backfilling is canpleted.
The site and planting plans drawn by Architectural &Interior
Associates of Ft.Smith Arkansas dated October 12,1982 are similar to
the original plans and do not indicate specific final corrtours for lDt
2.Based on the finished spot,grades provided and observed 13 foot;
cut depth,the use of a retaining wall adjacent the south building
corner will be required.We r'ecorrrnend that final grading contours and
retaining wall design be developed and sul::rni tted for our review as soon
as p:>ssible.
CHEN AND ASSCCIATES,me.
By~\}C\~''o~\.g~naId J.V quez,EO.T de..
Very truly yours,
other applicable details as outlined in our original report;should
be followed.In the meantime,if you have any questions or if weean be
of further service,please call.
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Rev.By:S.L.P.
ce:Ranon Marre
ToNn of Vail
Jim Sayre
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ENGINEERING CHECK lIST
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l.Submittal Items '"--,
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'1'\Utility Plan ~
(D)Titl e Repor t _12'_
(E)Subdivision Agreement (if epp li cehl e,
(r~ot Acceptable)
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2.~ngineerin9.Requirements
(Ii)Culvert Size .Alor 54o-v,J r,1\~I .:;Jy Grade (8X mi'x)(Actual)il,M'~/l """";~r-S~~"./_
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(D)I-later
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(F)T.V.
Approved:
Disapproved:
7
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chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
S080 RD.154 GLENWOOD sP~I""as.COLOR...OO 81801 303/tM5-7458
October 11,1982
Subject:Review of Building Plans,
Prop:>sed Residence,lDt 2,
Block l,Vail Intenrountain
Subdivision,Vail,Eagle
COtmty,Colorado.
Job No.24,466
Mr.Tan Holbird
320N.8th Street
Ft.Smith,AI<72901
Dear Sir:
As requested,we have reviewed building plans received October 6,
1982 for the proposed stmcture.A letter by Dale Brasuell,P.E.dated
October 5,1982 concerning the structural design has also been received.
We previously conducted a soil and foundation investigation for the
subject site reported under the above job nurrber dated september 1,
1982.
As indicated by the plans,proposed garage floor level will be at
elevation 7896.5 feet and first floor at 7905.6 feet.Fill depth about
4 feet above existing grade and cut depth about 11 feet bela.v existing
grade will be required at the north comer and south corner,respectively.
Detailed grading plans are not presented.Side elevations indicate a
lower front grade of 7896.5 feet and a rear upper grade of about 7905
feet sloped ;;May fran the structure.As indicate:i b y Mr.Dale Brasuell,
the foundation has been designed in accordance with reccnmended soil
pararreters .
In general,the plans receive:i are similar to those assumed in the
original soils report;and recarmendations presented are applicable.'!he
follCMing exceptions are nade:
(1)Finish grade at the south comer of about 7905 feet is bela.v existing
grade and a positive slope CMay fran the structure is not pcssibl.e,
Steepening o f the natural slope to achieve drainage is not recarmended.
Detailed grading plans should be developed and.approved prior to
construction start up.
(2)Relatively deep fill (raroval of existing and placerrent of new)
will be requized in the front of the structure.Subexcavation and
OFFICES :CASPER.COLORADO SPRINGS'DENVER.SALTLAKECITY
.:/"
placanent of structural fill belav the foundation or floor slabs is
not indicated on the plans.SUbexcavation and backfilling prior to
cut uphill at the toe of the very steep slope is rea::mrended.
(3)Excavation within the uphill cut (southern end)will extend to
belav earlier test pit exploration depth,10 feet.A representative
of the soils engineer should observe the exposed soils during
excavation.ShallCM gra.md water conditions may exist and the
contractor should be prepared.to dewater the cut or make rrodifications
in the excavation plan.
(4)To reduce the risk of slope rrovement during excavation,a specific
construction sequence should be develop:rl by the contractor and
should include time required.for rough grading,foundation installation
and backfilling.Additional details discussed under Item No.4
"Slope Stability"(page 4)of our engineering report,should be
included in the construction sequence plan.
If you have any questions or if we can be of further service,
please call.
~S:S:S=~.....
Very truly yours,
QiEN A'ID ASSCCIATES,INC.
FSy~-&J*Steven L.Pawlak,P .E.
SLP/dc
cc:Rayrrond Marre
TcMn of Vail
Attn:Jim savre
•P .Da vid Uerling,P .E.
Larry H.Bu rrough ,P.E .
DaleE.Brasuell,P .E .
Cha rlesA.Uerling,P .E.•
Burrough·Uerling .Brasuell
consulting engineers.incorporated
October 5,1982
Mr.Raymond Marre
244Central Mall
Fort Smith,AR729 03
Dear Raymond:
RE:Ski Lodge for
Robert Hernreich &Tom Holbird
Lot 2,Block 1
Vail Intermountain Subdlvision
Vail,Eagle County,Colorado
I have de si gned th e f o undation for the above-referenced project to meet the
d e si gn cr iter ia set forth b y Chenand Associates Soil &Foundation Invest i-
ga tio n (J ob No .24 ,466)and the design requirements of Vall,Colorado.
Spe ci fic all y,t hese requir ements are as foli ows:
A)So il a nd Founda tion Invest i gation
l )Al lowab le s oIl hearIng pr essure2 ,500 psf on undisturbeds oi l
and/or proper ly compact ed f ill .
2 )Minimum fo oting width i8-inches.
3)Sliding fri ction .3 times the verticai deadload.
4)Passive soil pressure-equiva lent fluid unit weight of 150 pcf
(up per 2f e et i gnored).
5)Continuous fo ot ing re in forced top and bottom to span ad i stance
o f 10 fee t.
6 )Totai se ttlement of structure will be approximately I-inch.
7)Foundation walis have b een designed for a lateral earth pressure
computed 011 t he basis of an equivalent fluid unit weight of 80
pcf whic h slopes up at no greater than 1.5 horizontal to 1.0
verticai.The walls have not been d esigned for additiona l sur-
cha rgeo r hyd rosta ti c p res"SUre.It has been assumed that the
d rai nage s ystem wi ll eliminate t he requirement for addit io nal
hydros ta ti c la te ral lo ad.
4520 PHOENIX
FORT S MITH,ARK.72!lOI
Mr.Raymond Marre •
october 5,1982
Page Two
B).Vall,Colorado
1)-Snow load 80 Ibs.per square foot
2)Wind velocity:V =70 MPH
3 ).Floor lI ve l oad 40 Ibs ,per square foo t
4)Sesmic ZoneI
5)Fros t line 4 '-0"below finish grade
•
It is assumed that other design criteria set forth byChenand Associates
such as construction procedure,underdrain systems,soil test,etc.that
affect the desi gn will be followed.
If I can beof further.service,please advise.
Sincerely,
Dal eE.Brasuel l,P.E.
Ar kans as Registr ation No.2328
DEB/mr
•
box 100
vail,colorado 81657
(303)476 -5613
September 20,1982
Tom Holbird
320 N.8th St.
Fort Smith,Arkansas 72901
Dear Tom:
department of community development
RE:ORB Submittal of9-15-82
On September 15,1982 theDesign Review Board gave final approvalto
your resid en<e onLot2,Block 1,Vail Intermountain Subdivision.A
revised landscape planshouldbe submitted to the staff for approval
within two weeks.A registered professional engineer should design
your foundations usingthe criteria outlined inChen'sSeptember 1,
1982 soils report.The engineered drawingsshouldbe submitted to
Chen for review.Chen shouldthensubmita letter to the Town certifying
that the engineer's drawi nqsmeetthe criteria outlined in the September
1st report.
Sincerely,
;J:A '~--L;
/.'V\.I~
JimSayre
Town Planner
.JS:df
._':.=::::====--
Project Application
Date _
Pro ject Description :
O wner Address andPhone:_
Arch itect Add ress an d Phon e:_
---------------------------
I
Zo ne:_
Z oningApp roved :
DesignReviewBoard
Seconded b y :
P fi(?X'~f?--•
TA-p-~YA
Date _
C ON OLT ION.
(.!?£JI 5 [0 z:.
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D ISA PPROVAL
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Date:
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Chief Bui lding Official
•Project Application
Date _
ToM,Project Name:__-+-'-"'--'----L.-_--'---''--=--=---..:-=cc...:....~...:...._+='-=:::.....LJ.-:::::....:..:'---!-....::....:'=...!.,;:.=----------
Project D escription :_
Cont act Persona nd Phone
O wner ,Address an dPhone :_
Arch itect.Address and Phone:
)P/;:)JL /,I./TE 4
Ito v l...J r--11 ~
pic
)-
C omm e nts:_
DesignReviewBoard
Date _
Motion by :
Sec onded by :
AP PROVAL DISAPPROVAL
Summary:
SOLu T 'Q,-.)
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PLATH CONSTRUCTION .INC ./POST OFFICE BOX 3 780 /VA IL,COLOR ADO 81658 /(303)Ell !!IS 12
4 7~-S.:>rs
Charles B.Lorch
Box 2122
2674 Larkspur Ln.
Vail,CO ~16 5~
Sept.9,19 /:$2
Town of Vail
Design Review Board
75 South Frontage Road
Vail,CO ~1 65 7
Attn:r.l r.Jim Sayre
Gentlemen:
This letter is wr itten in reference the plans for Mr.
Thomas Holbird's r esidence,which I u nderst and are
presently before you for review and approval.In a
recent telephone conversation with Mr.Rich Matt h ews
I learned that t he Board would appreciate some information
a bout t he exposed slope whi ch is behind our h ouse and
whi ch adjoins Mr.Holbi rd 's lot.
Th e exposed slope was porbably created about 7 years a go
when our h ouse was constructed,and ~thea p parent lack
of proper backfilling,grading and r eveg etation at this
time u ndoubtedly caused the slope to remain ex posed for
s everal ye ars.About four years ago,shortly af termy
wifebo u ght the ho use,a large quantity of mu d slid do vnl
the slope duri ng the spring and damaged t he house.Since
t hat time we have taken several measures to stabilize the
hi llside andprotect the house.The area behind our retatning
wall h as bean p roperly dr ained,several berms have been
constructed and seeded.~e have from time to time,seeded
areas h igller u p on the slope and have transplanted willows
in wet areas.Al thought his spring sawt wo l arge pines
at t he t opoft he slide fall when t he bank g ave away,most
of t he actiVity now appears t o involve the upper portions
of the slope.We are well s atisfied that the slope is largely
stabilized a nd well on its way to n atural revegetation;we
doi n tend to hasten this process with plantings of various
types where needed.
I h ope thi s letter provides the information you require;
if y ou h ave furt her question s,p lease let me k n ow .
Very truly y ours,
CB,InC~
KERR LAKE
tiC
APPLEGATE COVE MARINA,INC.
KerrLake
Star Route 4
Sallisaw ,Oklahoma 74955
(918)775-4522
Tom Holbird
September 9,1982
r -"I need and woul d appreciatea letter from you.senttothe
Town of Vail,1n care of Jim S~re,stating that you do not
object to me takingthe above mentioned steps on the slide
problem,and hopefully any help that you can give me in stablizing
our land.
Yours truly,
I have had Chern.&!ssoc.of Glenwood Springs rio s~ma
soil and drainage studies on slide problems for ~archtt6ct,and
the Town ofVail.
The Planning Board \'till meet September 15th.If you could
send them a letter as soon as possible,sothey will have it for
themeeting,it would be ~reatly appreciated.
Mr.Roudbusch
Mr.Hayhurst
Mr.Sargent
4505 South Yosemi te 1343
Denver.Colo.80237
Dear Sirs i
IPlantobuilda home in Vail,on intermountain lot 2,
Block 1.There is a mud slide on part of my property and on
part ofyours.I am preparingto plant 20 Willow trees and
20 Cotton Wood trees.and seedwitha combination of alfalfa.
and Kentucky Bluegrassto try to stablize this slide.If you
have any suggestionsor problems with what I am attempting to
do.please let me know.
"!-,
"\
•APPLEGATE COVE MARINA,INC.
KerrLake
Star Route 4
Sallisaw,Oklahoma 74955
(918)775-4522
Se pte mber 9 ,1982
Janet Lorc h
Box 2 122
Va i l,Colo.8 16 58
De a rf·ls.Lorc h;
I plan to build a h om ei nVa il ,o n I nt ennou ntain Lot 2 ,
Blo ck 1.Th ere is a mud sli de on pa rt of my prop e rt y andon
p a rtofyo urs.Iam p re par i n q to p lan t 20 IJ i11 ol'l trees an d
20 Cotton Hood tre es,an d s eed I'lit h a cono tnat ton of alfal f a,
an d Ke nt ucky 8 lue grass to try to s ta b l ize this slide.If you
ha vea ny su gges tions or p robl em s with wh atIa n at t empt inq to
d o,p l ease l et me know .
I ha ve had Chen.I!:Assoc.of Gl en woodSp rings d o s ome
soil a n d d rain age studies on sli dep roblems f or my archi tect,
andt he TO\'111 of Vai 1.
I needand woul d a p preciate a le tter f rc et you,sent to t he
TOIm of Va il,i n care of.-Ji m Sayre,statin g t h at y ou d o n ot
o bj ect to me ta k i ll g t he a bo v e men t ione ds te ps ont h e sli de
p robl em,a n d hopeful ly a ny he l p th at y ou can g ive me in stablizi ng
our lan d.
Tile P la nning Soard I'li11 meet Se pt ember 1 5th.If you coul d
sen d t hem a 1etter as soon as possi b l e ,so t hey \·;i11 have it
for t he me eti ng ,it I'lou ld b e g reat lya p preci at e d.
Pleases e n d l etter to ;
Tom of '1 a il
c/o J in Sa y re
75S .Fr ailt age ~d .
Va il,Co lo .GIG S7
KERR lAKE
•
!
I
((
ZO NE CI IEC K
for
.SFR.R.n PIS ZO NE DISTRICTS
.'.."3 ".:...
Pro pos ed _._2-__0_1-'-1 _
I
Proposed Use .~,~~/AJ~b~~~/=l__~~~~~__
He igh tA11 o\led 30 I Pr o p0 sed __----"'--'----'-__
'63
.2.,~
E.'-1~
W -1'3
legal Des cr ip ti on:lot ~Block
HO Lt(;/12.JD
Zo ne Dis tric t f7/S .;.
Setbacks:Front ':"he quirer2 6'i '---Pro-~~se d __--=~_
Si d cs -Req u ired 15 I Pro pos e d --,-__--'--__-'=-'-'--_
Rear-Requ ired 'lS'Proposed ------------------------------
I-!atcrcaurse -requi red Proposed _
.GR FA :Al lowed .'2.0 I S-----==:.......=.-=--'---------------
I .
!..,
!
.GRFA:Primary AllO\'led _Pr-i mary Proposed _
Secondary Propo sed _
/b /./
..Secondary All owe d
Site Covera ge:A11 owed _--''--=--'-'-Proposed ...:......--:..._
Landsca ping:.Requir-ed Propo sed _
ParI:i ng:..'2-.-2..
Drive :S lop e Pe rmit te d Slope Actu al---------
Env ironment a l Zll azcr-ds :.Ava l anche NrA----''--=---------'------------------
Flood Pt a i r.'ty A_..!-L-,;;.-".
,Sl ope ,2..b _-_'_()_,'r-=,~_
Corment s :~.J.;;60S.,P'J /jv lC-UJC/)-/C-S --
----------_.---
--~.._._.-----_.-_._------._---_.._._-------------_._..._..
----U f .)
~l':;'vr 1'.'1,,,,I""/\I-J
---_.__.__.-------_..•--_.•._----_-.------
The Fol lov.i ng information L rcqn i r cd for s ulun i t zul by the upp l i c.m t to the Ilc :;i !:11 I:cvj!:w
Board 1)(:1"1)1"('a final app roval call be g ivcn :
A.BIJILfJf Ui;MATERIALS
Roof
Sidin g
Other \';all Material s
Fascia
Soffits
Windm-Is
Type 0 f ~1:~~~'l ·i a 1
({.diRSfa4
Color
Window Trim
Doors
t1itr-
n?tt
(.5/;f.,cK b~~IJ/.:,IMdh'·/
J~,~/'~,'""
Door Trim
.Hand OT Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Other
Size
7 1
8&
It)
Common Name
~/-1.;10 r:Ie
7
Botanical Name
SHRUBS
TREES
\GROUND
COVERS --SQ UAKE FOOT AGE __
SOD
SQUARE FOOTAGE ..5<()00 .
dUD o .
OF es c u-.'e'
\2 L\e
TYPE ----=::......::.:'--__SEED
TYPE OF
IRRIGATION
~YR.te <\qk t ~g.
~::...c~=-z=__
TYPE OR ~lETHOD
OF EROSIO N CO NTROL
(II
Ul ll.IT Y l.OCAT !(H VLl ll l :[(X l'l li ',
SUi::Jl'":~;lO N__~L_J(z-k~~~~'~~__,_.__
Jon N!\I.a;__~Lo-;'r/~dcL _
LOT d BLOCK _I FILING _
ADD I ~E S S .L/IR~(1'~..PtLP 6~LZ-LL-L-_
The l oc ation of u tilit ies,whether th ey be main t run k lin es o r propo$ed
lin e s,mus t be a pproved an d v erified b )'t he fo l Io wi n g ut i l it i o s for the
a cc ompany in g she p lan.
Mount a i n Be ll
West e rn S lop e Gas
Public ServiceCompany
Holy Cr oss El ectri c Asso c.
Vail Cabl e T.V.
Upper Eag le Valley Water
and Sa nit ation Di st rict
NOTE :Thes e verificati ons do not re lieve the con t rac t or o f his
respons ibility t o obtain a st re et cut permit from the
1'0\\11 of Vail,Dopar tmcn t of Public \\'orks arid to ob tn i.n
utility locations before di g gin g in a ny pub li.c right-
of-way or cas ement in the 1'0\'11 o f Vail.A buil din g:p ermit
is not a stre et cut permit.A street cut p e rmi.t nu s t be
obtain ed separat ely.
This fo rm is to v erify servi ce a vai labl ity and loc ation.
Thi s sh ould be used in conjun c tion wi t h preparin g your
utility plan a nd s cheduling in stallations .
/
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PAYMENTS
TA X
INTEREST
PREDATORY
ANIMAL
EAGLE COUNTY TREASURER'S OFFICE
P.O.BOX 479,EAGLE.COLORAOO 81631
f;O:n
?1 03 11 3 01 ozo
~'~r l NREl CH ,POUEPT
HOLnIRD.THOM4S rov
S T,\~IlOUTE tt l!.
S/'.LL!sP,to)
PAGE
O I'N FULLoFIRSTHALF
o SECOND HALF
o MONEY ORDER
o CASH '\11\
~O 'CHECK /'_.-PENALTIES
MILL LEVY '('/6 1--T O--T--A-L--+-----~----1.\,.V /.,(J ,
BV DJ.~~!j'-),J O~T £.TA X PAID
NUMBER
8 080
SCHE:DUlE NO.
_._-'-'-
SO Fl
TAX AR'EACOOE'TAX DUEYEAR
0 0 1 009 .B3 0 0 02 0 00 .5 00
0 03 oo ~.co o 004 0 00 ,430
CO O;;ooo .1,'10 006 0)0 1.1 0 0
OC8 000 300 COY 0 0 3,33~
0 10 OO I.~15 O t l080.39 0
0 1~0 31 .1QO 013 0 0~.OOO
0 1~007 3 90 O ~7 0 10 .300
0:30 DOO ,Q .H)O:'H 0 (-1.00 0
CH O (l()3 .0 1 .t 0 '15 0 07 .:'3 CO
s't/IJ [;~..l';i q~~.,,~;'J~E 0",~k:':~lE eP t e.O~'O
ISlATIVI:f"UNOING.YOU~SC HOOL GE NE ~"'L
"UNo L EVY WOULD H"'V~BEE~+().1')30
TA X RECEIPT PAID B Y
(S ~1 1"l Or.MILL I.F \)J ~S :",.·i~/_U F.)/I O Q~l ~"l ~~~~~i.'..,_
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~.------,
•
chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
96SOUTHZUNI STREET.DENVER ,COLORADO10223•30311044 .11Q5
SOIL &FOUNl}'\TICN INVESTIG\TICN
PRCroSED RESIDEN:E,IJYr 2,BLOCK 1
VAIL INTERMJUNTAIN SUBOIVISlex-J
VAIL,E/lGLE <XlUNTY,CDLORIOO
Prepared for:
Mr.Tan IblOOrt
320 N.8th Street
Fort Smi th AR 72901
Job No.24,466 5eptenber 1,19tj2
OFFICES;CASPER.COLORADO SPRINGS.GLENWOOD SPRINGS.SALTLAKECITY
'.
•
'.
TABLE OF (x)NTEN'I'S
(X)NCLUSIONS
PURPOSE AND SOJPEOF S'IUDY
PROFOSED <XNS~ICN
SITE CONDITICNS 2
SLOPESTABILITY 3
SUBS OIL CONDITICNS 5
FCX.JNDA.TIW RECO>1MENIll\TIONS 5
FLOOR SIABS 7
FC>tJND!ITION WALLS AND RETAINING STRI.JC'rJRES 8
UNDERDRAIN SYSTEM 9
SURFACE DRAINAGE 9
'-
LlMITATIOOS 10
l ~FIG.1-LCX:ATICN OF EXPLORATORY PITS
FIG.2-toes OF EXPLORAroRY P ITS
FIG,3-LEGEND &0CfI'ES
FIG.4-SWELIr-CONSOLIDA.TICN TEST RESULTS
TABLE I-SUMMARY OF LAOORATORY TEST RESJLTS
>,
OON:LlEI ONS
(1)The proposed structure maybe founded on spread footings bearing
on the uncerlying natural soils or properly recampacted fill.
Footings maybe designed for an allowable soil bearing pressure of
2,500 psf.
(2)RJrtions of the site are pot.ent i.al Iy unstiDle.Proper design and
construction considerations must be given to this fCtential
instability in order to successfully construct the prc:posed
residence.Addi tional sttKlie.lLare rec:ar.mended.JO.
->LoP(;57~/tJrY If:-~.
PURPOSE AND SOOPE OF SlUDY
This report,presents the results of a soil and foundation
investigation for the proposed residence to be constructed on rot 2,
Block 1,Vail Internountain Developnent;subdivision,Vail,Eagle
County,Colorado.The project site is shownon Fig.1.
This report;has been prepared to surnmarize the data obtained and
present our conclusions and recamrendations based on the proposed
construction and the subsurface conditions encamtered.Design
parameters and a discussion of geotechnical engineering considerations
related to construction of the foundation of the prc:posed facility are
included.
PROPOSED OONSTRJCTIOO
The prc:posed residence will be a2 story \ooQOd-frane structure with
a lower level garage floor slab suppor ted near elevation 7898.The
•
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garage floor will daylight to the north\ooest and a ba serrent with floor
level equal to the garage slab elevation will be cut into the hillside
south of the garage if feasible.
Maximum cut depths below the surreunding greund surface,excluding
basement,are expected to range to ~t at the back corner of
the garage.If a full basement is constructed beneath the residence,
maximum cut depths will range to about 10 feet.we W1derstand the plan-location of the residence will be roved downsl ope approximately 10..-----=---
feet,pending approval of setback lines.
Foundation Ioed inqs for the prcposed residence have been assured
to be relatively light,however,if design changes significantly from
that described above,this office should be notified to reevaluate the
recommendations presented herein.
SITE mNDITIONS
The site is located ona north.lest facing slope that contains
gradual to rroderately steep (1.6:1,bor izont.al,to vertical)grades.An
elevation difference of about 12 exists across the originally prcposed
building location.The maximum elevation difference across the lot
appears to be approximately 50 feet fran north to south.
At the time of the field investigation,the lot was undeveloped
and covered with a thick grONth of native grasses.·NUllEreus deciduous
trees existed to the south am upslope of the building envelope.From
information provided by the client,previeus land use a nd/or excavation
grading has resulted in fill to an undetermined depth.The lot is
.'
-3-
bordered by Larkspur Court to the west and residenctial structures to
the northeast.
A slcpe failure which occurred in 1979,primarily on Lot 3 to the
immediate east of the proposed residence,was observed byChen am
Associates.The results of the observation are contained in a letter
to Ms.Jenny Lorch dated June 11,1979 (Job No.13,557).The slope
failure which occurred on Lot 3 in 1979 also involved a port ion of the
eastern edge of Lot 2.TI1e approxiIrate slide boundary is delineated on
Fig.1.TI1e slope failure occurred prlinarily as a result of excavation
into the existing hillside and high spcing groundwater conditions.
Stabilization procedures apparently have never been conducted on the
slide mass.At the time the slope was observed for the present study,
seepage was errerging fran the slide mass.Although we did not observe
any tension cracks above the proposed construction area,construction
on or adjacent to all s lopes in this area should be conducted wi th
caut~
SIJJPE STABILI'IY
The hillside on the site is p:>tentially unstable.Prcper design-and construction considerations mist,be given to this p:>tential '
instability in order to successfully construct the proposed residence.
A detailed slope stability investigation and resultant recommendations
are beyond the scope of this report.However,general guidelines are-------
presented below in order that J._nitial planning and design of the site--------
facilities can be accomplished by the project designers am the-----------
contractor.After initial planning and design are completed,we should-----------------------------~-------
.'.-4-
be contacted to review the infornation pt"epared so that recomendat Ions
and requirements ~aaaiEibnal-investigations or consultation can be
----~
made.
The following items should be included in the design and
construction sequence planning:
(1)The building excavation sboul.d be kept as shallow as poas io le to
reduce risk of instability during grading.Since renoval of fill
will be required for proper foundation and floor slab suppor t,a
full basement beneath the structure may be p:>5sible.
(2)The building soould be L =pt as far dO\'1l1slope cn the prcperty as
p:>ssible.
-~
(3)R:>tential sloee instability duri09 construction of the fo~dation
can be reduced by condueting!1Je e.xcavation during_relative~y_slry
periods of the year.Excavation should not be conducted in the
spring or early summer,when water seepage in the slope above the--------=--=------------
'.
(4)
residence is expected to be the heaviest.
To reduce the risk of slope rrovement during excavation,the
existing fill soould be ranoved,the foundation wall constructed,--_._--..-
braced and backfilled,and the slopes above the residence graded-----_.._-----_._---------
to final configuration wi thin afew days.This entire process
should be carefully rronitored to warn of potent Lal slope
instability.
(5)Site grading,drain details and building plans sboul.d be prepared
by qualified engineers familiar with the probl.ems in the area.A---------------------_.....--_._.
construction sequence plan,indicatitB _t.b,e t~_~~uired,sboul.d
be prepared by the contractor for the items discussed in Item #4
above.---.
-,
-5-
SUBSOIL CONDITIONS
The subsoil conditions ~re investigated by excava t i.rq 2 test pits
at the approximate locations shownon Fig.1.Graphic logs of the
subsoils encountered are presented on Fig.2.As indicated,the
subsoil profiles consisted of 8 to 9.5 feet of debris fill overlying a
stiff deposit of natural clayey sands or sandy clays.The fill deposit
was extremely erratic in d ensityand composition,containing scattered
angular gravels,miscellaneous debris,waste and partially deconposed
organic matter (roots am grasses).The underlying natural sand/clay
depos i t;was of low to IIedium plasticity and very mist.N:>free water
was encountered in either pit to the maximum depth explored of 11
feet.
~ll-consolidation test results presented on Fig.4 indicate the
underlying natural soils exhibit low to node rate settlement p.Jtential
upon loading and ~ttinj.Asummary of laboratory t e st results is
presented on Table I.
F'OUNIYI.TlOO ~TlOOS
Considering the subsurface conditions encountered in the test
pits and the nature of the proposed construction,~r eccmneod the
residence constructed on the site be founded on spreed foot inqs placed
on undisturbed natural soils and/or properly recornpacted fill.
The design and construction criteria presented below should be
observed for a sprecrl footing foundation systen.Cor.struction details
should be included in the project doc:uments.
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-6-
(1)Poot.i.nqs placed on undisturbed natural soils and/or properly
conpacted fills maybe designed for a maximum al.Icwab le soil
bearing pressure of 2,500 psf.
(2)Spread foot Inqs placed on granular soils sboul.d have a minimum
foot.Inq diJrension of 18 inches.
(3)Exterior foot i oqs sboul.d be provided with adequate soil COller
above their bearing elevation for frost protection.
(4)The lateral resistance of spread f ooting foundations placed on
undisturbed natural soils and/or properly canpacted fill material
will bea canbination of the sliding resistance of the footing on
the foundation rraterials and passive earth pressure against the
side of the footing.Sliding friction at the botton of the
foot inqs can be taken as .3 tiJres the vertical dead load.Passive
pressure against the sides of the footings can be calculated using
an equivalent fluid unit weight of 150 pcf.Passive resistance
should be ignored in the upper 2 feet.
...--1
Compacted fill placed against the sides of the footings to
resist lateral loads sboul dbea nonexpansive material approved by
the soil engineer.Fill should be placed and canpacted to at
least 95%of the maximum standard Proctor density.-----.
(5)Continuous foundation walls should be reinforced top and botton to
span an unsupported length of at least 10 feet.
(6)Based on experience,we estimate total settlenent for footings
designed and construct'2d as discussed in this section will be
approximately 1 inch.
-7-
(7)Areas of loose or soft material or existing fill encountered
wi thin the foundation excavation should be removed and repl a ced
with nonexpansive fill material canpacted to 100%of the maximum
st.andard Proctor dens i ty •New f ill should extend down fran the
edges of the footings at a1 (hori zontal)to 1 (vertical)slope.
As an alternate,the soft or loose material maybe excavated and
footings extended to adequate natural bearing material.
(8)A representative of the soil engineer should observe all footing
excavations prior to concrete placement.
FLOOR SlABS
The natural on-site soils,exclusive of t opso il,are s uitable to
support lightly to moderately loaded slab-on-grade construction.Floor
slabs should be separated fran all bearing walls and columns wi th an
expansion joint which allows unrestrained vertical rroverrent.,Floor
slabs should be provided with control joints to reduce damagedue to
shrinkage cracking,and the slabs should be adequately reinforced.Ne
suggest that joints be provided on the order of 15 feet on center.
A Il\i.oi.mLDn 6 i ncb free dra j n:i...Q9..gravel layer should be placed
beneath floor slabs.This material should consist of aggregate with
less than 5%passing the #200 sieve and !lOre than 50%retained on the
No.4 sieve.The granular layer will ease construction,prevent
capillary water rise and aid in drainage.
Fill placed beneath floor slabs should bea nonexpansive material
approved by the soil e ngineer canpacted to at least 95%of the maximum
------------~
starrlard Proctor density.
-8-
sane of the natural soil encountered near the surface of the site
are suitable for use in canpacted fills beneath floor slabs.
FCXJNDI\TlOO WALLS AND R..."'TAININS STRJCIURES
Foundation walls and retaining structures Which a re laterally
supported and can be expected to undergo only a node rate am::>unt of
deflection may be designed for a lateral ear th pressure computed on the
basis of an equivalent fluid unit ~ight of 8G pef for granular
backfill.
All foundation and retainin:;j walls should be designed for
appropriate hydrostatic and surcharge pressures.The equivalent fluid
pressures given above are for a backfill vhich s lopes up at no greater-than 1.5 horizontal to 1 vertical.------------
we recamrnend ilnported granular soils for backfilling foundation
walls and retaining structures because their use results in lo~r
lateral earth pressures.Imported granular foundation backfill should
contain less than 5%passing the lb.200 sieve and should rreet graded
filter criteria so it is capable of removi~water fram tQ~-sI~
-------------------
behind the strucuture without beccming clogged by particles .of ...nat ural------------------------
so~ich migrate in~th~granular matericy..Granular matericils
should be placed fran the base of the wall at an angle of at least 30
fran the vertical.The upper 3f eet of the wall backfill should bea
relatively impervious soil to prevent surface water infiltration into
the backfill.
Backfill should be carefully placed in uniform lif tsand canpacted
to batween 90%and 95%of the maxirnom standard Proctor d ensity.Care
------
-9-
"
should be taken not to overcanpact the backfill since this could cause
excessive lateral pressure on the walls.
UNDERDRAIN SYSTEM
Although fr eewa terwas not encountered during the field
investigation,our e xperience indicates perched groundwater conditions
may develop in this area due to heavy precipitation or spring runoff.
The lower l evel of the structure should be protected byan
underdrain system.An underdrain system s boul.d consist of a layer o f
free-draining granular material beneath the floor slab connected to a
perimeter drain.Free-draining granular material used in the drain
systen should contain less than 5%passing the #200 sieve and rrore than
50~ained on the
in the drain systen
#4 sieve.'!he free-draining granul ar mat erLal used
should rreet graded filter criteria so that it is
capable of reroving ~.rater fran beneath the structure wi trout becaning
clogged by particles of natural soils ~ich migrate into the filter.
~::-~d:=r:.=a:..:i,,",ns=-s=ho=u=l:.::d:....::co=ns=i=s=t_o=.:f=---.::d=r:.:::a=i~n~t=il:e=-.:s=:ur=-:r:.::oon=::::d::::ed~b=:y~a::-::m=i::.:n~im:::::U1:::n-,o=.:f=--_
12 inches of free-draining granular material.The per i.rreter drains
----------'!he drain lines s houldbe-should be at least 4 inches in diameter.
placed at least 1 foot below the floor level and graded to sumps ~ere
water can be reroved bypumping or gravity drainage.
SURFACE DRAINAGE
The following drainage precautions should be observed during
construction and maintained at all ti.rres after the f acility has been
canpleted:
•
-,
-10-
(1)Excessive ~ttin:J or drying of the foundation excavations and
underslab areas should be avoided during construction.
(2)The ground surface surrounding the exterior_o f-the _building _should
be sloped to drain away fran the foundation in aU directiQ_~We--------
recamrerrl aminimum slope of 6 Inches in the first 10 feet •
.---.J
(3)Roof downspouts and drains should discha~e ~ll beyond the
limits of all backfill.
~------------
LIMITATIONS
This report has been prepared in accordance with generally
accepted soil and foundation engineering practices in this area for use
by the client for design purposes.'Ihe conclusions and zeccmmandat ions
submitted in this report are based upon the data obtained fran the
test pits excavated at the locations indicated on Fig.1.The nature
and extent of variations bet~en the e xplorato ry holes may not becane
evident until excavation is performed.If durin:J construction,fill,
soil,rock and water conditions appear to be different fran those
described herein,this office should be advised at once so reevaluation
of the recommendations maybemade.We recommerrl on-site observation
of excavations and foundation beari.rq strata and testil'lJ of fill
placement by a soil engineer.
RJV:FS
cc:Ramon Marie
C'Ci~
CHEN AND ASSOCIATES,IN:.r
By~~c\~l~~Ronald J.Va LEZ,E:I:TdC
Reviewed By1:n~.d in .Sr'~
David M.Jubenvill P.E.de-
n ~.I
Ap prox i ma te SC31 e:
1"=I G I
of Hx p l or a t or yTes t P i ts
1
::nd s lid e
-:
s
(
---
chen and associates,inc,2 4.-1..6
.'
7905
7910Pit.:
E1.78 95 '
Pi t 1
E1.7907'79 10
7905
788 5 788 5
we 1 9.3
DD =103.6
-200 SO
L L =26
PI 5
7880 78 80
79 00 7900
we =16 .1 Approxi n3 te Garage..,DD =114.a Fl oor Elevation '-'
C.l C)
C)-200 =43 C)
c,
LL =2 5
7 895 P I 8 7895
I::I::
0 0....
'-''-'
~>>
<l>C)........
;.u -
7890 7890
chen and associates,inc.toes OF EXPLORi\'IDRY TEST PITS f1a .2
LEGEND:
~Fi ll,clay,sandy "ith some scattered g ravelandmiscellaneous waste,
~l a r ge amounts of orga nic debris,moist,da rkb rownand black.
[f:~Clay _(CL-SC).sandy t o c layey sand,stiff ,v ery moist,brown.
'~Relative 'y undisturb ed hand drive sample.
'iOTES:
1)Pit s were excavated 'onAugus t 6,1982 with a backhoe.
2)Nof ree ~ater wase ncountered at time of excavation.
3 )Elevations of te st pits we re determined by i nt erpo lation between contourso n
t he p l an provided.
4 )u,BORATORY TEST P£SULTS:
Water Content (%);
DD=Dry Dens i ty (pcf );
-200=Pe rcenta ge pas sing No.2 00 'Sieve;,
LL=Liqui d Lini t (%);
PI=Plas ti c ity Ind~x (%).
chenand associates,inc.Il.e!!l'nd 1;No t e s
__..L-__~
.tdh.en an associa es,II1C.
M Olst ,-"e C ont en ~1 6 .1 percent
Dry Un it We i ght =1 14 .0 pet
S ample0 1:very cl a ye y s and
From:Pi t 1 at 9 feet
-
-...............Ir--:--l-iD -
.............r-,"2...'--r-~I-I-t-i D~Additi c n a I cO ln i)r S
I "c~u nder 10 n s t ~n t!p e s UTE
d ue t oce t t rig],
I
I I i
I
0 ,0 0
<::
0 1'M
'"'"o
J-<
0-2f;;au
3
4
0 .1 1.0 10
APPLIED PRESSURE -ksf
.oo
l u::J1.0 1U
APPLIED PRES SURE -k s f
'-1
Mo i sture C ontent =19 .3 p erce n t
Dry Unit We ight =1 03 .a pel
~mp l e o f:ve r y s an y clay
From :Pit 2 a t 10 f ee t
..
----.-I--~F--:----~o n J J!l-t-_
1-1--Add i t c mr.rE S
\I '.u nde r co ns t n t pI e ~s ~]'e
~ue to rll ett ng-,
-,
~~
I
I
~
d <;:J
0
<::a
'M
'"1'""1-0
0-
f;;
0 2u
3
4
~\·./FI 1-r.ONSO LI DATI ON T E Si R ESUL T S F I Q
CHEN AND ASSOCIATES
TABLE
Job No.24,466
.'..
SUMMARY OF LABORATORY TEST RESULTS
f---.
$U ,u'l r l OCATION GRADATION
NATURA L NA tURAL PERCENT ATTER8E RG LIMITS U NCONF I N E:.O ·
WOISTURE DRY PASSING COM PRES SI VE SO IL OR
J.i Cl E DEPTH CONTENT DENS ITY GRAVEL SAND NO.ZOO LIQUID PLASTICITY STREN GTH BEDROCK TYP E
(FEE r)(°/0)(PCF)(%)(%)SIEVE LIMIT IN DEX (PSF)
(%)("!o)
..
1 9 16.1 114.0 ..C 43 )25 8 ve ry c la y ey sand
_.
2 10 19.3 103.6 (-5~26 5 ve ry s andy cl ay II
'-/~~
-41
.-
--
--
--....---._-
c ~
....;..
AMERICAN LANDT ITLE ASSOCIATION OWNER'S POLICY
FORM B-1970 (Amended 10-17-70)
•POLICYNO.AZ 2 30921 •
ITL ENSURANC E .O MPANYOF INNESOTA
a Stock Company,o f Minneapolis,Minnesota
SU BJECT TOTHEEXCLUSIONSFROM COVERAGE ,THEEXCEPTIONSCONTAIN EDIN SCHEDULEB A.,,\fD
T HEPRO VISIONSO F THECONDITIONSAND STIPULATIONS HEREOF.
TIT LEINSURANCECOMPANYOFMINNESOTA.hereincaliedth e Company.insures ,as of Date of Policyshownin
ScheduleA,against losso r dam age.notexce eding the amount ofinsur ancesta ted inSchedule A,and costs,attorneys'fees
andexpenseswhic h the Companymaybecome obligated topayh ereunder,sustained o r inc urredby t he insuredbyreasono f:
I .T itlet o t he estateor interest descr ibed in Schedule Abeingvestedo therwise thanas st ated therein ;
2.Any defectinorlieno r encumb rance onsuc h title;
3.Lack of a r ight of accessto and fromtheland;or
4 .Un marketability of such title.
INWITNESS WHEREOF ,t he said Tit le Insurance Com pany ofMinnesota hascaused its corporatenameandseal to
beh ereunt o affixed by itsdulyaut horized office rs as ofthedate shown in Schedule A,t he policytobevalidwhen
countersigned byanauthorize d office r o r agen tof the Company.
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IT LE N SURANCE 'OMPANY OF
.l '>...-.;:'"~"~
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:INNESOTA
.~"
_.....-./~~~.i ..~
-~,
Secretary
Presi dent
.-.....J
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EXCLUSIONS F ROMCOVERAGE
Th e followingma tters a re expr essly ex cludedfr omthe coverage of thispolicy:
I .Any la w,ordi nanceo r governmental regulation (i ncluding bu t no t limitedtobuildingan d zoning o rdinances)
restrictingo rregulatingo rpr ohibiting the occupancy .use o r enjo yment of thelan d,o rregulatingthecharac ter,
di mensions orlocationo f any i mprovementnowo r hereafter erec ted o n th e lan d,orpr ohibitin g aseparationin
ownership o rare ductioninth ed imensionso rarea of the land,orth e effect of any violation o fany suchlaw,
o rdinanceorgovernmental regulatio n.
2 .Rights o f e minentdomain o rgovernmental rights of police power unl ess n otice of the e xercise of such rights
appearsinthepub licrecords atDateo fPolicy.
3 .Defects ,liens,encumbrances,a dverseclaims,o ro ther matters (a)created,suffered,assumed o r agreedtobythe
insured claimant ;(b)notkn own tothe Company a ndnot shownbythepublicrecords butkno wn tothe insured
claimant e itheratDateofPolicy oratthedatesuchclaimant acquired a n estate o r interest insured bythispolicy
andnotdisclosedinwritingbythe insured claimant totheCompany priorto th e datesuchinsured claimant
becamean insured hereunder ;(c)resulting innolossordam aget o theinsur edclaimant;(d)attaching or created
subseq uent toDate of Policy;or(e)resultinginlossordam age whichwould nothavebeensusta inedifthe insured
claimant hadpaidvaluefo r the estate o r interest insur ed byt his policy.
L
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~Fo,m 1 ao 2 /7 3 30M
~C op yr ight1969 American L and T itle Assoctatton
•_iC'.,)N o.AZ230921
2 .Nilllle o f I n s u r-e d =
File No.V000 3234
SCHED U LE A
OCTOBER 2 7,1 981 at 8=00 A.M .
Am o unt $40,000.00
ROBERT HERNREICH AN D TH OMAS RO Y HOLB IRD,JR .,as Ten ants in Common
3.The est at e Dr int er e st in the land d es cri be d in thi sS chedule and
wtlich i s encumbere d b'.,)thi s pelic'.,)i s:
A FEE
4 .T itle t o t he es t ate o r irlte rest cove r ed b y t his policy a t the date
he r eo f is ve ste d i n:
ROBERT HE RN REICH AND THO MA S ROY HOLB IRD,J R.,as Tenant s in Common
5.The la nd re fe rre d to in this policy is situated in EAGLE County,
Col ora do,an d i s d escrib ed 8 5 f oll ows:
LOlTWO (2 ),BLOCK ONE (1),VAIL IN1"E RMOUN1AIN DEVr :L OPM EN1 "
Sl lBDIV ISION,ACCOR DI NG TOTHERECO RD ED PL AT THERE OF,COUNTY OF
EAGLE ,Gl "ATE OF COI .ORAD O.
1 This r.'oliqj v ali d on "l l.:J if Be h ea u "!I?l!.i s a t t2c:hed.
Po licy No.AZ230 921
,
TIM Owner F orm 23 13
_e_--------
F ile No.V0003234
SCHE DULE £.',
.-,--._-._----------
This p oli cy does not insure again st l oss or da Mage b y re as on of the
fo ll ow i n q t
1.R i ght~or c laiMs of p a l-ti es i n possession n ots hown b y t he public
r .:co rds.
2.EaSemel"tts,0 1~c lai ms o f e sseMent s,n ot s hown by th ~p Ublic re co r'ds.
3.D iscrepancie s,c onflicts i n boundar y l in es,shor ta ge in ar ea,
encroac hments,and an y f act s which B correct s ur ve y and inspe ct ion
o f the premis es wou ld di scl ose and which are n ot sho wn by the public
r'e c:ord s.
4.Any l ie n,or r ight to a li en,for serv ice s,l ab or,or materi al
theretofore or hereafter furnished,imposed by l aw and not s hown by
the pub lic records.
5 .198 1 TAXES NOT YET DUE AND PAYABLE .
6.LIENS FOR lJ NPAID WATER AND SEWER CHARG ES ,IFANY.
7.RIGH T OF PROPRIE1 'OR or A VEIN OR LODE TO EXTRAC1 'AND REMOVE IllS ORE
TllEREFkOM SflOllLD THE SAME BE FOUND TO PENE lRATE OR INTERSECT TH E
PREMISES AS RESERVED IN UN ITED STA TES P ATENl OF RECORD ININSTRU MEN T
RECORDE D APRIL 18,19 J~IN BOOK 1 23 AT PAG E 3.
8 .IUGtlT S OF WAY FO F<DIlCH ES OR CANALS CONSTRUCTED I3Y THE AUTHO F{ITY OF
TH E llNITED STATES ,AS RESERVED IN UNITE D STATES PATENT RECORDED
APrdL 18,J.9 34,I N BOO f(1 23 AT PA GE 3.
S'•F(EST RI C1 I \)E CO vEN/i NH ;,~J HICII no NOT COWi AI N A r 0 RrEI ru r,E0 F(F{EVErn ER
CLAIJ SE,AS CONT AI NE D Itl I IISTR UME NT RCC ORDED JUI_Y 2~,1970 IN BOOK
2 18 AT P AGE 2 81 ~N D AME NDED I N IN STR UMENT RE CORDED NOVLMBER 1 7,1970
I N BOOK 219 AT PAG E 120 AND A~ENDLD IN INSTRUM ENT RECORDED APRIL 28,
1 971 I N ~OOK 228 AT rAG E 300.
UTILITY AND DRAINA GE EASEMENTS ARE RESERV ED ALONG ALL I NTERIOR LO T
LINES AS DES CRIBED ON THE PLAT REC ORDED OCTOBER 15 ,1970 IN BOOK 2 18
AT PAGe:778.
11.DEED or TRUS T DATED OCTOBER 2 2,198 1 FROM ROBERT HERNREICH AND
TH O M~:;f{O Y HOU?,Ir iO ,JR .TO THE PU['.U C TRUSTEE OF EAGL E COU NT Y FOR
THE U ~;r:OF '!}MOTHY C.CAr l Y,DE/HSf:I.CADY,[.l(i~!Jf.l r .CAl 'AND ~;U SM~
A.e M 'lO S!:CUf.:l'1 HE SUttl 0 r i'3 D,(J l)D.(]o 1\ECO RDED (l CTO13Er,2 6,1 <;8 J.I N
1',0 IJIC :.::1 1 (,T r-AGL D;!.
•
,.........--.-----------
(Continued f rominside fr o nt fl op)
of the Compan y shell cease and t ermin ate in r e~ar d to the m att er or
matters fo r which such prompt n otice i s req uired;provid ed,h ow-
ever.that failu re t o no t it),shallinn o case pr ej udi ce th e ri ghts o f
a ny s uch insured under this p oUey u nless th e Co mpany shallb e
prej ud iced by such failur e and theno nly to the extent o f su ch
pre judice .
(c)Th e Company sha ll h ave t he ri ght atits 0\\-7\cost t o
in stitute and ....ith out und ue d elay pr osecute an y a ction or
p roceeding o r 10 d o an)'oth erac t whichinit so p inio nm ay be
n ecessary o r de sirable t o est ablish th e t itle t o th e e stateo r int eres t
asi nsured ,an d the Company mayt ake an)'app r o pr ia t ea ctio n und er
th e ter ms o f t his policy,wheth ero rno t itsh alt be li ab le thereunder,
and s hall no t t here b y concede liability o r waive a nypr ovision of this
p olicy.
(d)Whenever th eCo mpany shall have b rought an }'a ction o r
in t erposed a d efense as req u ire do r p e rmitted by th e pr ovisions of
th is policy,the Comp any rna )'pursue any s uch litig ati on t o final
d eter m inatio nbya court of competent jurisdi ction and expressly
reserves th e right ,in itss ale discretion,to a ppeal fr om any adv erse
judgm ent oro rder.
(e)In all ca ses w heret his policy p erm itso rr equires the
Com p any t o pr ose cute o rpr ovide for t he defense of a nyac tion or
p roceeding,th e in sured her eundersha ll secure t o the Comp any th e
ri ght t oso prosecut eorp rovided efense ins uch action or
proceeding.a ndalla ppeals t herein.an dpe rmitt he Compan y t o us e,
at i ts option.th ena me o f s uchinsured for suc hp urpose.w hene ver
r eq uested b)'the C ompany,such insuredshall give th e Com pany all
r easonable a id in any such ac tion or pr oceeding,in effec ting
settlem ent .sec uring evid ence ,obtaini ng witne sses,o r p rosecuting or
d efending s uch a ction or p roceeding,a nd the Comran y s hall
re imburse such in sured f or an)'expe nse so in curred.
4.Notice cf Loss-Limitation of Action
In a ddition t o t he no tices re quired u nder p aragraph 3(b)o f t hese
Conditions and St ipulations ,a s tatement in writi ng of a nyloss or
d amage f orw hichitis cl aimed th e Comp any is Habit under thi s
p olicy s hall b e furn ished 10 t he Com pa n}'wif h in 90 d ays after s uch
lossor damage shall have be en dete rmined a ndno right o f action
shall accr uet o en i nsured claimantu ntil 30 d ays after su ch
s tatement s h8 11 have been f urnished.Fa ilure t o f urnish s uch
st atement o f lossor d amage shall te rmi nate a ny li ability of the
Companr u nder th ispo licy as t o s uch loss or da mage.
5 .Opt ions to Pa yor Ot herwise S e"l.Cl aims
The Company shall have the opt ion t o payor otherwise set tle
fo r or in the name of an insured claimant any cl aim insured agains t
or to t erminate all liab ility and o bligati ons of t he Company
he reunder b y p ayin g-or t endering pay ment o f th e a m ount o f
insurance u nder t his policy t ogether wit h a ny co sts ,a ttor neys"fe es
an d expenses incurred up'to t he t imeo f suc h pay men t or te ndero f
p ayment.b~"t he insured claimant an d a uthoriae d b y t he Company .
6 .Determination a nd Payment of Lo ss:
(3)T he liability o f the Company u nder this p o lic y shall in n o
case exceed t he lea st o f:
(i)t he actual Joss o f the insuredclaima nt;or
[Ii]t he amounl of insurance stated in S chedule A i o r
(b)The Company \\.;11 pay,in addition t o a ny l oss insured
a gain st by Ihi s po Ii C)",all cOSIS imposed u p on an ins ured in l ltigef i on
c arried o n by t he Company f or s uch insured,and allc osts,
at t orne vs 'fees and expenses i n lHigatiQn carried o n b y such insu red
wi th the wr it ten author ization o f the C ompany.
(c)when l iahLlit )'has been d efinitely fixed in a ccordance
w itht he condition s o ft hisp olicy,t he loss or d amage shall b e
p ayable wi thin 30 days th ereafter.
7 .Li mitation o f Li ab iHty
Nocla im sh all arise or be maint ainabie under t h j ~pohcy (a)if
the Company ,after havin g re ceived notice of a n alleged defect,lien
o r e ncumbr ance insured ag ainst h e r eund er,by li tigation or
o the rwise .removes su ch d efect,lieno r encumbr ance ores tablishes
t he t itle,as i nsured.wi thin a reas onable t ime afte r r eceipt o fs uch
n ot ice;(b)i n the even t of Hugarton u ntil t here has b een :l6 f inal
de t er minat ion by a court o f c ompetent [urisdict io n ,and d ispostrion
ofa ll a pp eals t herefrom ,adverse to Ih e title,a s insured .as provided
in p arag raph 3 hereof ;or (c)f or liabi lity volu ntaril y assumed b)'an
in sur e din settling any claim or suit wi tho ut p rior wri tten consen t o f
t he Company.
8.Reduction o fLia bility
All p ayments under this p oli cy,ex cept p aymen ts made f orc osts,
a ttorneys'fe es and expenses.shall reduce the a mo unt of th e
in surance pr o tanto.No payment sh all bem ade wit h out p rod ucing
th is p olicy (or end orsement of such paymen t unless the policy b e
lo st Or d e stroyed,in which c ase pr o of o f such Joss o r destru cti on
s.hall be furn ished t o th e s atisfac tion of the C ompany .
9 .Liability N onc um ulative
It is e xpressly underst ood t hat the am ount o fins urance und er
this p olicy shall b e reduced b y any a moun tt heC ompan y m ay ra y
un der any p olicy in suring eit her (a)a mort gage sho wno r refe rred t o
inSchedule B here of which is 8 lienon the e state o rint erest cove red
by t h is policy,o r (b)a mortgage h ere after e xecuted by a n in sured
w hich is a charge o r lie n o nth e estate o r interestd escri bed or
r ef er red ro inSch edu le AI and the am oun t so pa idsh all bedeemed a
p aymentu nderth is p o licy .Th e C ompan y sh all hav e th eop tiont o
ap ply t o th e p ayment of an y s uch mort gages an y am o unt th at
o thc n ..ise w ould be p ayable h ereunder t o th eins ured owner of t he
estateo r inte rest covere dbyt his po licy an d th ea mount so paid
shall b e deemed a paym ent und er thispolicytosa id insu red ow ner.
,O.Apport ionment
If t he lan dd escribed in S chedu le A consistso f tw o o r m ore
parcels whicb are n otuse d as a singlesire,and a loss is es tablished
a ffecting Oneo r mo re o fs aid parcels b ut n ot a ll,th e loss s halt be
com pu t ed a nd se ttled o n a pr o rata b asis as ifth e amo unt o f
in surance u nder t his po licy w as divid ed pro rat a as t o t he valu e on
Date of Po licy o f eac h sep arate p arcelto t hew hole.e xclusive of any
imp rovemen ts m ades ubsequen tt o Dat e of Policy.unl ess a liability
o r value has otherwise been agreed u ponas to e ach such parce!by
t heCompany and t he insured a t t he t ime of th e issuance of this
policy a nds hown b y a n ex press s tate ment hereino r by an
endorsement att ached h ereto,
11.Subroga tio n Upon Payment or Settlement
whenever the Company s hall havese ttled a claim under t his
po licy,all r iiht of subrogation shall ves t in t he C ompany unaffected
b y a ny act of t heinsu redcl aimant.T he C ompany shall be
s ubroga ted t oa ndb e entitled t o a ll right s andre medies which such
Insured cla imant w oul d have hadaga inst an)'p erson or proper ty in
r espect t o such cla im ha d this po licy not b een issued ,and if
r equested by the Company I such insured claimant s hall transfer t o
t he Company all r ithts an dremedies against any person o r property
n ecessary ino rder to p erfect such r ight of sub rogat iona nd shall
per mit t he Compa ny t o u se th e n ame o f such insured c laiman t in
a n)"tr ansacti o no rlit igation invo lving suc h rights or remedies.If th e
payment does n ot cover the l o ss of such ::-:'st:.red cta imant ,t h e
Company shall be subrogate d t o such rights a nd remedies in t he
proportion which said payment b ears to the amo unt of said loss .If
losssh ould result from anyact of such insured cl aima nt,such ac t
sha ll n ot void t his p olicy ,but t he Com pany,in th at e vent.shall be
r equired t o p ayo n ly th at p ari of a n)'losses insured a~ai n st
here unde rwh ich shal l exceed t he amo unt .if any ,1051 t o the
Company b)'r eason of t he impairment of t he ri ght of sub rogation .
12.L i<bility Limitedt o this Pol icy
This instr umentt ogether wit h a ll en dorsements a nd o ther
in strume nt s.if any ,a ttached h ereto b y the Compan yis t he e uf ir e
p o lic)"a ndcontract be twe en th e in sured and t he Company ,
A n)'claim o flossOr d amage,w hether or n ot b ased On
n eg ligence ,and which ar ises out of t he s tatus o f t he ti tlf"t o t he
e state or i nterest cove-red h ereby o r a ny ac tion a sser-ting such c tairn.
s hallb e res tricted t o the p rovisions an d co ndit ions a nd s ti pulariuns
o f th ispo licy ,
No amendment o f or end o rsement t o t his po licy can be-made-
except b y YoTitin~endo rsed hereon o r at tache d he ret o signed by
either th e P restde nr,aVice P reside nt,t heSec re tary ,an A s~is t 3 n t
S ecretar y,or va lidating o fficer o raut h ori zed signatory of t he
Co mpany.
13 .No tices.Wh ere S ent
All n oti ces required t o b egi vent heCo mpany a nd a n)'sta temen t
in y,.Titint r equiredto be fur nished th e Com pany shall b e addressed
10 its H orne O ffice4 1 Min neapo lis,Minnesota 5 5401.
.<
No te :Th is po licy valid only if Sc hedulesA and B a rc a ttached.