HomeMy WebLinkAboutVAIL VALLEY FILING 3 LOT 9 LEGAL',ttLuras
oo.aultv ott|l o€t{r
Design Review Board
ACTIOI{ FOR].|
D€pertmsnt of Communlty Dev€lopment
75 South F ontage Road, Vail, Colorado 81557
tol:970.479.2139 hr:970.479.2{52
web: wwr.vrllgw.com
Prctect Name: TELEPAS REROOF
Prurect Description:
Project Addrcss:
1905 SUNBURST DR
Legal Descrifiion:
Parcel Number:
Comments:
RNAL APPROVAL TO REROOF TO ASPHALT SHINGI.ES
DRBNumber DRB070544
L010I12007 Phone: 328-5515
Participants:
OWNER TETEPAS, GEORGE P.
1905 SUNBURST DR
VAIL
co 816s7
APPUCANT PI-ATH CONSTRUCNON
PO BOX 3367
EAGLE
co 81631
Li@nse: 148-8
CONTMCTOR PI.ATH CONSTRUCION
tolorl20o7
l0l0Il2007 Phone: 328-5515
PO BOX 3367
EAGLE
co 81631
Liense: 148-8
1905 SUNBURST DR VAIL Location:
Loh 9 Block Subdivision: VAIL VALIEY 3RD FIUNG
2101-091{300-5
MoUon By:
Second By:
Vote:
Condi6ons:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of ApprgYal: LOl0Ll20O7
Cond: 8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond:201
DRB approval shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligenUy pursued toward ompletion.
Planner: Joe Suther DRB Fee Pald: S2O.OO
FAX NO. : 1 345 234 gge/@ Sep. 19 2AA7 A2t53Pl1 P2
Tlllnr
Dq rFort of Catrtmrtrkt Oqt rdCF n nt
75 Soudr Froflrage Ro4 lA!, Gbato 9169
$|: s70.a79.:?139 f.m 970.{t9":451
wfh trr'|y,d,ld.F,ut
GSr3llI Inlbnnsugni
A[- proJscF rr.qn{ng d.rtr? tr,elr g,q ]€dr,€ spprsrnl prerb $b(|tFlry . bdEhg perrit €ppllcalon, ptenee
n$er to the crffi le0ldrE|l6tB for the n*rlla&r apliadl tltrt tr |fus|afod. fi rpCl(iuon for Deriltt furiai
clmot be acaeped untl cl rsqul|€d |t{b4traftn lr rucdd bv ttF orimodty D(|nloDnFt oepanrriona nnprufect may llso trod lo bc |?tle{ts by ttle To\xn Cenmct iln{or th Plsnnhg qftl .futnrfir€t{sl Srnmlesio(t.
Dafgn rerlcur rpFrotrl ]rF uds a Dsftflg fGrmf h hqrd ald atdruGtttr d.r rrrrnola wtddnarc;crrcf tlra 4ptl6l
Application forDe.ign Rcview
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lonlngl iGN RL\/;r',f'/
STAFF AP
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ilam. ot ArFltcrrr!
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OirngE io Apgroved Fhnl
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TOWN OF VAlt
Usbfi nilrrr E0.rd.
d|rdry drgrAred by pirnntB Ebf ar ure
*** * * * * * * * * * * * *,1. * *,i,***'* * ** * * * *+* * * * ****,|* ** * * * ** * * * * *** * * * * * * * * * * * * *+* * * l. * * * * * * * * * * * * * * * * * * *
TOWNOFVAIL, COLORADO Statement
**'1.'1.,1.,1.{.*:}t(i.*:}*****************************{.{.*{.,t ************************{.{.*{.'t {.'t ****:t** * ******
staEement Number: Ro70o0204l- Amount: $20.00 L0/0t/2oo7LL: l-3 AM
Payment Method:
CONSTRUCTION
cash Init: JS
Notation: $ / PLATH
Permit No:
Parcel No:
Site Address :
IJocat ion :
This Payment:
ACCOLTNT ITEM LIST:
Account Code
DR 0C10C0031L2200
** * * * * *** * * * * * + * * + + * * * * * * * * * * * * * * * + * * * * * * * ***** * * *{.* *,1. * '1.*** t * * ****+** * * * * * * + * + * * * * * * * * * * * * * *
DR8070544 Tlrpe: DRB-Minor A1t, SFR/DUP
2101-09r_-0300-5
].9 05 SI'NBI'RST DR VAII,
1905 SIJNBIJRST DR
$20.00
Totsal Fees:
ToIaI AI,L PmTs:
Balance:
nacari nl- i nn
DESIGN REVIEW FEES
$20.00
$20.00
$0.00
Current Pmts
2A .04
,"(y'',)c' i^,it ,'.
oo t o FgSD
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Community Development
FIL E c0P y
January 14,1997
Chemical Mortgagc
c/o Karen Biggs
Land Title
VIA FAX 476.4534
RE: Lot 9, Vail Valley 3rd Filing
To whom it may conccrn:
This lettcr is per your request to confirm that t ot 9 of Vail Valley 3rd Filing can be redeveloped.
-
Redevelopmint of Lot 9 is allowed provided that thc new construction satisfies the regulations of
the Town of Vail Municipal Code, particularly Title 18, Zoning.
Please don't hesitatc to contact me directly at (970) 479-2128 if you have any additional
questions.
Sincerely,-llpru--
Dirk D. Mason
Planning Liaison Officer
DDlWjr
{,2 *'"'"uo "*""
I I r
-
Date
Project Application
5 .22,7 (
Protect Name:/Ylopa;s {es,,/"nce
Project Description:
Contact Person and Phone
Owner, Address and Phone:
Architect. Address and Phone:
Legal Description: Lot Block r,t,"o V,lJa,tL* j4 , zone
-
/
Comments:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL D ISAPPROVAL
Su m mary:
/4 1,4&
Town Plan ner
9.22'1t
Staf I Approval
May 20, 1991
Town of Vail
Community Development
75 South Frontage Road West
Va'il , C0 81657
ATTENTI0N: Shel1y Mel lof
RE: The l'lorri s Resi dence, 1905 Sunburst Road,
Lot 9, Vail Valley Third Filing.
Dear Shel ly,
The accompan'i ing landscape plan for the Morrjs Resjdence is
phase master plan. The first phase was installed last fall whichall planting in the front of t.he house with sod and a few'ureesat the back of the house.
LAND DESIGNS gY ETLISON & CO.
a three
'i ncl uded
'i nsta'l I ed
The proposed phase Ii, as indicated by the ye11ow hi-ljted areas is
what we are wanting staff approval for. The remaining planting's shown on
the master plan vri11 be phase III, occurring spring of 1992,
I will awaii your approval and/or comnents.
S i ncerel y,
ns By Ellison & Co.
ott
SJS: 190/1a
Ecl. BC'X e677 . VA|L, CETLEIHAE CT B1Ei5B -(303t 949-17c,o,
o
Land Designs by Ellison e
P.O. Box I25 9I00 W. Beaver Creek BIvd.
Avon, CO S1620
( 303 ) 9{9-r700{303' 949-3288 FAx
RIC'D MAY 2 01991
Conpany
, Suite 220
TR,ANS!{ITTAL
LETTER
AIA DOCUIIENT CSI O
"'{al(. (hv\'t?gv.
o""' (2fu.tb ilMt.l
l{E TR,ANSMIIT;((/ herewith
( ) in accordance
FOR YOUR: ,( Jzl'approval ( )
(rz{ } review a comnent ( )[\4 uee ( )
rHE FoLIpwItc 3
{1!/) otawi-ngs(/ ) sPecifications( ) change order
DA'E: gZD-11
If enclosures are not as noted,please inforn us ilurediately.
If checked below, please:( ) Acknowledge receipt of
enclosures.( ) Return enclosures to us.
( ) under separate cover via
with your request
distribution to parties (
record ) information
shop Drawing Prints ( ) Sanples
Shop Drawing Reproducible ' s
Product Literature
AACHITECT I S
PROJECT NO!
copies Date Rev. No.Descriptj.on Action Code
Acii
B. No action required
C. Fo! siqnature and return to this officeD. For signature and for.warding as noted, below und
E. See REIIARKS below
I.TATERIAIJS
" l{altE oF PRO.tECTs
'LEGAL, DESCRIPTIC. STREEI ADDRESSS
i"a fihg
Tie follorrlng
Review Board
lnfornatsloir Ls
betcrrts a, flnal to the Desl.gn
COIORA.BUILDING
Roof.
Sldlng
Other ?1a11 l,laterials
Fascia
Soffits
ttLndows
tlindow Trln
Doors
Door Trin
Hand or Deck Rails
Flues
Flashings
Chinneys
Trash Enclosures
Greenhouses
Other
I.ANDSCAPING: Nane of
PI.ANT MATERIAI,S:
PROPOSED TREES
B.
Botanical Nane Comrnon Name ouantltv Size*ry:,W_ U.qtce 'u(@ $HW
z-zvffi4
th ZzLcal
"cA[.
h,'f
EXISTING lrREES TO
BE REUOVED
Designer:
Phone:
*Indicate call.per for deciduous trees.
PINNT UATERIAI,S3
. PROPOSED FHRUBS
' 'ti,.,,
OuantLtv SLze*1 t#ub4l: ----1tellq,
3r3I r,
.t 1.,
.. 1
MlnLmun eLze of ehrubs ls
Square Footacre
of proposed shrubs.
TvDe
sxrs"TrNc snRuBs
rO BE REIIOVED
*Indlcate slze5 qallon.
GROUND COVERS
soD
SEED
TYPE
OF IRRIGATION
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Pr{ect Appllcation
a.\
o^r" ?'L '?O ' . ''
Project Nam6:
Project Description:
Contact Person and Phone
91?- /200
Orvner, Address and Phone:
Architect. Address and Phone:
q
Legal Description: Loi / , Block
Comments:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Staff Approval
TRANSMITTAT
LETTER
AIA DOCUMENT CB1O
PROJECT:
(name, address)l4
( ) under separate
with your request
cover vla
i -:'-;13[]
WEN-U ARCHITECT'S *tt4
PROIECT NO: y'v tJ
DArE: 1-b-4uVAiL
ArrN: ,- t-tfZ
WE TRANSMIT:
Vherewith( ) in accordance
FOR YOUR:
rHE FOLLOV!|NC:
y'{Drawinls
( ) SPecifications
( ) Change Order
T
TO:lf enclosures are not as noted, please
inform us immediatelY'
lf checked below, Please:
( ) Acknowledge receipt of enclosures.
( ) Return enclosures to us.
) approval ( ) distribution to parties ( ) information
) review & comment tJ4rccord,a)use ' ( l_
( ) Shop Drawing
( ) ShoP Drawing
()
Prints
Reproducibles
( ) Samples
( ) Product Literature
O. For signatute
E. see REMARKS
and forwarding as
below
noted REMARKS
ACTION A. Action indicated on item transmitted
CODE B, No action required
C. For signature and return to this office
REMARKS
/c*{ \esieo 5 711-rtoo
coPlEs (with enclosures)tr
Dr
n
C
DOCUMENT CBIO '
AMIRICAN IN STIT UTf
TRANSMITTAL I"[TT[R
o[ ARCHITECTS. 1785l t
. APRll. 1970 tollloN-rt r' c()l'\
MASSACI'lU5trls AVTNU[, N W', WASl'llNcT c.20016
ONE P.A6 E
J owrr o l: Vari 1
?5 S. Front"rge Road
Vai I , trol orado S'1657 .
(3Cr5) 47b-7$0fi
Flan analvgis based on
hhe 1?SB Uniform Fuilding Cocle
F'r-o ject Id: I"IORRIS RH$iIDENCE
Addres:a: 1?O5 SUNBURST DRIVE
Dc cup.en cy: R3 r l"l 1
Type of Constr V-N
irlOTE: l-Frir code,. items 1i:;tc.d in tlris report
listing of all possihle cc:de :-equirements
Eel ected :i,*cti ons of the code,
D"rte: Jurne 13, 19Eq
Contractnr: V G C0NSTRUCTION
Architect: I{0RTER AT(CHITECTS
Engi neerr: GAINE$
Flanst Examiner: NORRIS
are not intended to be a cornplete
in the 19BG UEC. It is er eLtide to
DIRECT I ON ETOUNDARY
N0R1-H Froperty 1i ne
EAST Froperty l ine
SOUTH Fublic wsry
tr,EST Froperty line
Area irr,:re,'ased 50,Ot.t7.
SEPARATTON
AREA INEREASE
81. (:l Feet
18. {-} Fent
i)(-) . (:t Feet
15. O Feet
'f t:r i:p en ar sii on
occ i'lAx r:LR
FIRE PRNTECTIO}I
$1,O Feet
13. it Feet,
4Cl. C) FFHI-
15. $ Feet
2 l:i dt+9.
AREA ALLOWED RATIO STATUSFL
3 Dwerl l ing
TCTAT- FnF{ !:LCOft
! Dwerlling
TOTAL i:Ol{ Fl-oilR
1 Dwellinc1
I Farking Gar.rge
TT]TAL FOR FLNOR
FUILDING TOTAL
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ok
ft3
l'l I
ok
ok ol.;
oh
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oli
oL'
tJ !r:
c)lr
o[i
I 173 Un I i mi ts?d
1174 Unl.inri{:.ed
t(t93 Unl i mi tecj
2(l?3 Unl i mi t ed
1370 Unl i mi ted
63tl! tJnl imited
?tl0t) Unl i mi ted
5?71 tJnlimited
trode rcivi r.:w'f or:.Flr ''i :
Addi-eEs: 19t)g SI.JNIIURST DRIVE
EXTERIOFI I,JFILL FIFIE IiATIN6S AND OF'ENI|.,]G FROTE:C]-IOhI'f aFi I r* :i.7--itr iir l-ab I e 5'4
NORTH EAST SOUI-Fi b,iE3Tncc BRG NUN-|--rRG OF'l.jE IjRG f,jON-FR6 OPNG BFIG ilOFJ.-Erri6 flFi{| BRi"i t\iOFl-BRG Or,F.lG
t ALL LIALL- F'FilT l,JfiLL.- NALL. [-'ROT [\,ALL- I'Jflj._t- i'i:i0t- t{.Al-.t- I,JALL f;.,F{lTR. Clhr (-rFrr ilnnr (:rh r $hr Ncns. r-)hr (:)hr- Nnni: i:rhr (lhr None
l'i 1 t:)hr- t:)hr h|'_:n e {::)hr" r:}hr Nons (:rhr i:trr. lrk:ri E. {-il-r r i_}lir tjEtne
The ex'ter-iclt- t{a1.le; ffiay L:r:.r o.f: CC[",|HUS'|-IBL_[ material . i]ec,lii"ir_:I,,
None -- l'lc: f ir-el pi-ni:ectinn rec;iri rtrrnen{:g {or l:peninqs.Prot *- Opr",,n:i. t-rcl ti ;r.t. g: to bsr prntectecl witfr .1,/4 hr f ir-e assq-rmillie'.q,,
5t-t7. o{ Ltre* ;ii-era cif lheJ rial. I maximum. gec. ??r13. (b) ,tz Table S-.A
lla;.1 imlrm :ting1.r: rci.ndr:rw siae j.s €4 sq. {t wi..Lh no diinensi cjrlgreai-er th,,rn L! {eleL,, -- Serc. 4f,Cr{r. ih)
l-.iOF -- Opnn i. nq:; are ncrt peirmi ttecl i n th j. g w;rl I .l- --- Th$!'er i,.r;r I i g m;ry bo r" ei'c] t.r i red trJ have "a parapet w.rl ]-:ti-r i r.che:=
aflclvEl t"her r-cjmf i nq " 'ih* parapert w"rl L i s rt*qr-ri red to havi? t.fiF 6ainiil
f ire r-aLinq ae the wa11. See gectr c)n l7i)9. rtor detai 1s; .rnd e*xcetri-.ir:ng.
nTFl[:R Ilt.J I;-D I Nli ELEHEi\IT$ T*b 1 r: 1 Z-AELE:I.IET{T I'IATHRTAL RATINE NOTEs:iInteri c:r f+r.l;rr- i. ng wa.l 1 Any (-r frr-Interior nonbrg w;r1 l Any O hrStrltc Lltreil Frame Anv (:, hrfxi:uri cr *tr-r-tct Fi-*nie Any ir trr ,je* f ,.:r-lt n cit ,,:: ,i*1
Sha{t Iincl o:ir-rr e Arry t hr
Fl C]r]r,'C€i 1 i nq A*eenrb I y Anv tl hr See F: ootni:trj *l?
Ftoof /Cei .L i ng Assenrbl y Arry (r frrStai rg Arry Nons?
NOTEr S,eie Sec. 17t:t5. 1., I f nr- 5ha{ i: Er-rcl o:;r"rr.e s+:lcepti ons.
FtrOTNOTES:
1) l,'4in j- rnltm r:n e;.r'tei- i cir l:'idei all;o tra.sod on er:ttlrior hr1" ;.Jd1 l. requri r-,=ment:-r.S) In ar-eas with vehicles ctr *irplanes, the .{:lor.rr $Lrrf ace s.hal. 1 Lre n{
rr cln c mmi: lt:l L i bI e, nonab*urberrt rnaterialt,. --- serc, 7OI . ibi i:i ?rlt;.. itt)
OCIUFFTNCY SEFAF{AT I nN$
Rf,-Pl1 thr Materiall; eipprovecl for thr conlitrurcti sn *rre reqr-ri red nn the
qari{gse gide nnI} clnd L :i,/E:inch s;ol id core, self -.c:1. osi ng cjoor. .-- Ij*c.
3a-rf,. (d) c':r #I
ADDlI'IfiT{AL SEFARATINNEi
F.OR Fif, ICCUPAhICY:
FOF{ I'11 trCCLII3ANI]Y:
Code rsvi ew-for l UF:'roject . Icl. : I"ICRRIS RESIDENtrE
Addregg: 19{15 iil"JNLrUR$T DRIVE
tr':nn 11 aiI
EX IT REAUIFIEI{ENTSr
FL NrlPlti fitrCurr'rtNlr hlUPlFEft f i: I -f F AhII f, RATED DOtlft f'inTEEi .
LIIAD RE{.IUIF{ED i^IIDTH l-f{:.i flDt'Jft [{]flRillflt-{ St^lIFiG
.I Dwel. li ng 4 I (1 , I hlo l'l* N/fi
TOTAL 4 I ( 1) {). 1 ( r), li hlo f'lr.i Ni'R l+:
;T $w*1 I i r-rg 7 L t). 1 Nfl lrln N'/Fi"ft')'IAL- 7 1. ( I ) {1. l. ( r). 1.1) Nn N* hlr'R
I Dw*.l .1. i nqi 5 I i:l ,, I l'lo hlo f'l,/ft
1 F;lrt,: :. nq Garac;* .i t ft. l. lrio Nn l\l,/Fr
T{lrAL.. FJ 1( l) rl"3{ i)":l) Nn Nn r'|,/Fl
Door :;wi nq i s: blrsed r:n Srlc. f,5(14, tb ) e)rcF.rpt ali noted "Ocrlrpnnt 1o;id is b.r.:ed rin Tahle f,T-4.
Nlrrnb e,r n{ eir:'- ts i s tragerl on Tabl e 33-A except ,ng motald "Exit w:i. dth i=; b$srti:i:i nn i:iec, ;l;3tJ;:; . (b')
"'The rir-.rniterg :i n ( ) .rre i.nc,1.r-tcie t:ccr..tp;rnt'. Ir:.rcli.nq; -irom -f l.sr:rs; *rl-'ovs t"hi =.f lt:nr-. ---- ::iei:, iL;Itlili, {51
FOOTNOTES:
?) Easenrents and f l oorg i{br:vLr the 2ncl { l oor c.1re reeLri rr.:d to hsrve ? e:< i tei.
- Sec. 5.10f,, (a) See Fxceatians
LJTAiR I'.IilTEiJ:
A stai rway i. n :.r cirtel. 1. :r. nq nrlirt l:re ait I cl"-,rst J& i rrche*: ,,^, i da,, --- i-jer. :i.j;ti,jr " tb )
fhe m.rir i mrtir r-i=e,:i ;i gi.:FF i:: il incirelg .rnd Ll-re rnin:imLtci r-t..ln :i= ? ;nr-.ir,::;.
-- Ser: " .l:;r:::* . i {. } i*}i ri ,, +l I
Prt:vidr.: .-t h.:r.r'ld:-ai l. un orrE: gide a stairuJ:rv ..14 t,: li3 i ncl-reg eholrt: {:he rrss.i nc.t ii:'Ltrere i = rnsre :l-ian 4 r-i i;er-s. **' Selc. f,lit-ti:. ( j )
F'rovi de .:r rtrur.:rd r'*r. i r^Jherr+ clrop r:f f i r gr-eatr:'r' Lhiin Ji:) i ili:hus. I'ii ni mltnr h*i qht
= ll5 ir-r{:ire:5, rna:i i inr-rrn operrinr.l si:e = 6 i nrht:s!.. -- llec. 1711. tlirc i
Tfre nini.irtt-trn h*aclrorrn i.s Cr .f t. " B inches. --- 5elc. li;i;i:16 " (p)
Encl oged i.ir-r.ah l il l.lpiice urid,gr the gtai rg i.:: r-eqr-ri r- r":d tm he 1:.rro1:et::ted ;rs, r'mttr,-ti reci
f or llrr -i i r-e-rasii *ti ve cclnstrLrcti on, -- Sec. ::;-r;{:},;:"l,, (n }
R00FI N6 RECTU IriEFlli"t't r$ ;
1) The roof irig ori tfris hurilding ig not requri red tcl Lre {ire rqstardant "
-- Tal:le .lf-A
AUTOF1ATIC 5F.FIIF.II.::I.-ER 5Y$T|jI"I5I
STANDF, I I:IE ftHNI] IRHI"IET.JTiS x
I,IALL Af'ID TEILIN6 F'II.dIEJH:
1) Wal l. and celi 1i ng f i rri sh niateri al si att- er rerqut:i. r'ed ti:i r:nnipl y wi. th
Seic. 4?t-t4. (;-+i ancl Tnbl e 4?*Er.:) Carpetiirg on walI:l ;:ind ceilinq are r-r*qlri.r-ed tn fiar.el .c Cl;ie,s I
{: I anre sprr*"eri r-.r'Li.ng. --- li*:c. 4.?04.,, itr)
Coie review-{orl UFro ject . Id. : NOFIRIS REgIDENCH
Addra:sii: 1905 SUNFURST nRiVE
i-:'.a.r.1 {+ r'L.l
INSULATION NOTHS:
1) Al l inslrlation m.rterie(l j.nelurding {acings are required tu have ar {l ame-'
spr-R;rd ratiirg ilf :: or less and a rnaximurrn srnoke dengi l:y r'f /+ 5i:) un16]ss.
it isr in a c ncs:;rled space and the {acing is in cont;rct. r^,i. th a i{al I or
ceil:lng, -* Sec. :i71.1.{c) e>rc,+1?
f) Foam plastic insurlationg ar* requrired to be prot-ected. -- Sec. 171?.
ELAZ ING REOT.JIREI"IENTS:
1) At1 gla=ing in ha=ardsur:; locationE is requirnd to be uf :;aJ:ety
g1;r;rinq material, -- sec" 54t-t6. 161
ADDITIONAL F{EOLIIREI"IENTS;:
Fnr RI occLrpi-{n{:y
Frovi cle? n wi ndcw or dnor to the e>rteri or {rom every r-o,-:rn ltsed f or
sl eeF i nL1 . '--' 5ec " 1A{-14,
A window rnurst provide a c1e.rr open area o"t 5.1; rq"-$t.'' ii cI FJar- fre:ic,;ht:
o{ lii 4 :l nr:lre:; n .rnd .r cl.rrar w:i dth o{ ;:0 incfies trnininr-rm). *- l-lec. 1.:1j4.,,
A1 I habitablr* rt:clnis, requrire €xterior gIa:ed opening:r uiqur.rl to 1i:r7. 5r
rnore c:f {:tr* 4lomr ar^er"r" {m:in 1O sq.{i:. ) -- $ec. :L?(-}ii" (..i)
All habitahle r-Eloms reqr-ri.re an clperable Eliteri or- cpeninqs ec1r".ta I io 5Z
or r:r{lrr.r crf the f lt:or arr:.1a. (min 5 ,Eq, f t,, ) ---- 5;::c,, 1?O5. {*)
The rni ni mltm ce+iling in a habitahle space i,.-" 7 {e,et t5 i ncherr; ;:ir':e*Dt
kitcheins, haLls, and ba{:hs rnay hav*r a cei I inc-1 i'reiEh{: of r- {eet:. ---$ec" *- 1?{t7. ta)
Frovi cjs ;r slmnke detector j. n al 1 areas havi nrr iiccelrs 'L.u =1eepi iiq
rOorn:r. --- s(3c. 121r1. (a)4..
Prnvide a stfiiml,: * clete*ctor on a1 1 fIaors that i!i {::i:Jr-inect rcl tr .rn .,rlarm
andible in aL J. sl eepi. nq; er-e+rs" *- {5ec " 1110. (s)4,
Frovide design i nf nrri'rati on on sloped glaring, deeign to 8S psf snow
load plt-ts dead load in accordance with the Uniform Building Code
chapter 54. Elaaing systern rnu!;t be approved prior to
installation.
I |)t.'if] rJ l J1:ii I
:5 Ei. Frontaqe ltoad
Vail, Colorado 8.1657
(
F l an revi ew
l tlSB Un i { orm
o
the
fxroject Icl: I'IORRI$ FESIDENCE
Addressr 1?05 Sljf.lEtJtlST DRM
{-Jccu5:arncy: R3 ! l'll
1-ype o{ Eonst: V-N
i+ S}JHEI' lDEHTIFICATINT,I
b(.ased t]n
Etui l di ng tlode
D*rt*: iitne 3?! 1989
Contrac'tor: V G -BNSTRUITI0N
Arch i tec'h : l'l0FiTEft ARCI{ I TE:CT{i
En13ineer: EAII{ES
l-'lans Eirarniner': NORRIS
CilRRECI-II]N fII!OUIRED
I A*4trA-S NUTH Fr-ovi de clrai nE ancl over+ L aw cir-ai ns
$ec t i on S1{)7 ,
This area rec;uririp:i an eltteriur np*ning {: $r FimsrqJency
re:trape or Fer:icLrF with rlc!.rf' arl:.'.a/LJi mensi *ne
siFr.rci. f ied" -- Sec. 1:,:()4,
A smske detector is reqLrirrd iri thi:l locaticrn. NOTE:
A1 I detector.; Rt.rs t-o golrnd iri-' iir i arrn i n hedr-onm .!rr"ea.--- Sec. 111O. tar)
This is rc,qlrirapd to be a i. haur :rs::embLy :ii ni-:e :i t:
i g an Llc:cr.tpanc y separat i on ,, -- T;rb L e 5*F tr $elc .
Thi-- is requirerd to he ii :i lloLrr aiis€ri''b1v s:ince it
is in an sccLrp+rr1cy {ieparatic:n wail. -- 5erc. 5(:t::. (ci
Th(,] rnax i rnurrn si::e of an ope'rri nq iri the- raiiinrg ,art Lhe
stsit-way is 6 ificl-ieii. -- $ec. 3:jil6. {j) ir 1711.
Frnv:i de a compl ete { ounda'i:i cln desi gn f r:r 'thi :i
bt-tiLdin$ b*sed cln the si:i..[s re:frui*t .f or this sj. Lc'.
Incl urde a copy of the soi 1g rr.rport f or the gi L: p; 'b,o
be birilt un.
:t A-4,NOTE
A* L trA-4 NIUTE
A-"1 f'JOTE
A-1 tttJ I E.
A- l ErA-4 hlflTE
il-.1 NT]T'E
FIOTE
Morris Residence
A. Facia & Siding
B. Stone
C. Windows
. <Jolt)co t h*.l'q <rb'-"r
e l\oa,a r-1.-
6 W,i,A^s AnV B,o--E-
4hr
o
lr/rei5
nNee{,-:
tr; n,r*z- ^'{/ &,-'.'z o,--'//-t--7lzta
^
I
h 4t&*q ! F*s*'cVJ
O t4or Ro"K
@ Wialoq - /.P(
.= 5*tr"6c*L 4kl
brz-onze
Chen-Northerlnc.
F:ffggi,_{{f",F,
cos,6o1 lE#:;.,_,
Denver
Elko
Evanston
Gilett6
Glenwood Springs
Great Falls
HelenH
Phoenix
Pocatello
Hock,0prings
Salt Lake City.
San Antonio
Tri Cities
'/akima
Jr:ne 7, 1989
Subject: Geologic Hazard Condiblons'
Lol 9, VaiI Village, Third
Filing, 1905 Sunburst Drive,
Vail, Colorado.
Job No. 4 221 89
Michael Morrls
1476 Westhaven Drtve, #9
Vatl c0 81657
Dear l{r. Morisl
As requested by Kirk Aker of MorLer Architects, r.re heve reviewed the site
plan for t'he proposed resldence, dated May 19, 19E9r with respect to geologic
conditions presented in ordinance #5 (Series of 1985) Vaif Municlpal Code.
Chen-Northern, Inc., previously presenfed discusslon of potential geologic
impacts on developmerrc of the subject lot in a report' to Michael- Morrisr dated
l'larch 2J, 1989, Job No. 4 221 89.
Ttre subJect 1ot has been identified to be impacted by potential debris
flows and floods, and rockfaLl. Mitigation of these hazerds 1s recommended as
part of the Lot deve).opuent. The lot appears bo be beyond pofential snow
avalanche runout.
fn summary, Lob 9 and the adJacerrb toLs are exposed to poterrtlai debris
flows and floods and rockfai.l hazards. fhe owner should be ailere of bhese
hEzards and our recomnendatlons for mitigation. Based on our observaflons of
the site end the site plan provlded, construction of the proposed residence on
lot 9 sLrould not lncrease bhe exisbing hazard potenblal to adjaoent propertles
and structures lncludlng public roads, rights-of-way, easenents and utlLltles.
If Chere are any questions concerning our reooruneridations or lf we may be
of further service on Che project, please 1et us know.
Very truly yours,
0HEN-NOBTHERN, rNC.
SLP/ec
Rev. By:
Steverr L. PawLakr P,E.
ffi3,r{hAli€* -'S"{
ri 16222 it - ^_t
ufu**$
DrE.H.
'%:frL^"?*^--L-.
f- - 6a \" A member ol tt'e (ffiI group of companles
b-r3f - ffi
,rX TOTRL PRGE . AAZ **
Project Application
6,r,Y1
Proiect Name:
Proiect Description:
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lot ?B lock rit^n t/n,l i/ol"J 3'! , .on" r/s
Comments:
Design Review Board
Motion by:!> a^ tt
Seconded by:l,l ( ( LJ.-t
TAPPRovAL --r
\:=::-=--2
o^t" 6'?' Y 1
DISAPPROVAL
Summary:
E Statt Approval
ZONE CHECK
FOR
sFR, R, n P/s iotrE DISTRIcTS
lEaqu ilescalPTioil : Lot Bl ock rit:ns I/a;^( t/a/9,jd -nifq, 2.1J,6 |- -. =ffi:-
5.zS.t1
ADDRESS:
OI.INER
ARCH I TECT
Phone
Phone
ZONE DISTRICT
PROPOSED USE
LOT SIZE
Hei ght
Total GRFA
PrimarY GRFA
SecondarY GRFA
Setbacks: Front
Sides
Rear
Water Course
Site Coverage
LandscaPi ng
Fence/Retai ni ng
Al 'loled
E(33)
377o
2'2bZ
t90t
20'
1qr
15'
/?n\l(,1 \
3010
Prooosed
32'n*x.
(3oo ) (600 )
(soo)(lzoo)
(s0)(100)
(2s)(50)
12ss)(a00)
.j.t4L_t
3741+
n/n
OK
OK
OK
N/a-+-
l?44
d<
oK
4 f,f ..(
(srt\
-
/-sa\+
.-a- _
hoa\
-
'llal I Heights
Parki ng
Credi ts: Garage
Mechani ca l
Ai rl ock
Storage
Solar Heat
Drive: SloPe Permitted
Envi ronmental /Hazards :
b0%_
/.t' trr4.Lj r..7";.1
8%Slope Actual tr?d /IN<.
Avalanche,
Flood Plain
Sl ope
lletl ands
Geol ogi c
0(
nazaras ilVL ft,"*;9 R,.k{*[l
fflo pe-: s
G'n)
Corunents:
Zoni ng: Approved/Di sapproved
[)ate:
)t'atr 5lgnaEure
r
APPLICATION DATE:l'lay 19, 1989
ATE OF DRB MEETING : b. e.t1
DRB APPLICATION
*****THIS APPLICATION I,IILL NOT BE ACCEPTED UNTIL ALL INFORMATION IS SUBMITTED*****
I. PRE-APPLICATION MEETING:
A pre-applicatjon meeting with a planning staff member is strongly suggested to
determine if any additional information is needed. No application will be accepted
unless it is coirplete (must include all items required by the zoning administrator).
It is the applicint's responsi'bility to make an appointment with the staff to find
out about additional submittal requirements. Please note that a COMPLETE applica-
tion will streamline the approval process for your project by decreasing the number
of conditions of approval that the DRB may stipulate. ALL conditions of approval must
be resolved before a building permit is'issued.
A. PR0JECT DESCRIPTI0N: Sinqle Familv Residence. 3 Levels
B. LOCATION
Address
OF PROPOSAL:
/?05 SudLues{ }oir<.
Legal Description Lot g Block Filing Vail Valley 3rd
Zoni ng Pr i mary/Secondary
C. NAME 0F APPLICANT: Michael and Monika Morris
LCdres s 1476 Westhaven Drive. Unit 9, Vail telephone 476-0415
D. NAME 0F APPLICANT'S REPRESENTATIVE: l4orter Architects
Address 143 E. Meadow Drive, Vail, C0 telephone 476-5105
E. NAME OF OWNERS:Michael and
Si gnature
Address telephone 476-0418
F.DRB FEE: The fee will
VALUATION
be paid at the time a building permit is requested.
FEE
$ 0-$ 10,000
$10,001 -$ 50,000
$50,001 -$ 150,000
$150,001 - $ .500,000
$500,001 - $1,000,000$ Over $1,000,000
$ 10.00
$ 25.00
$ 50.00
$100.00
$200.00
$300.00
IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB:
1. In addition to meeting submittal requirements, the appl'icant must
to indicate property lines and building corners. 'Trees that will
should also be marked. This work must be completed before the DRB
si te.
stake the site
be removedvisits the
2, The review process for NE|'J BUILDINGS will normally involve two separate meetings
of the Design Review Board, so plan on at least two meetings for their approval .
3. People who fail to appear before the Des'ign Review Board at their scheduled
meeting and who have not asked for a postponement will be required to be
republished.
I
,.. ,{
4. The following items no longer have to be presented to the Oeslgn Revis Board.
They, however, have to be presented to the Zoning Administrrtor for approval:
a. Windows, skylights and simllar exterior changes that do not alter the
existing plane of the bui'lding; and
b. Building additions that are not viewed from any other lot or public space,
which have had 'letters submitted from adJoinlng prcperty owners approving
the additioni and/or approval from the agent for, or manager of a condomlnium
associ ation.
5. You may be required to conduct Natural Hazard.Studies on your property. You should
check with a Town Planner before proceeding.
o
t LIST OF MATERIALS
. NAME OF PROJECT:
LEGAL DESCRIPTION:
STREET ADDRESS:
hi rd
DESCRIPTION OF PR
The following information is required for submittal by the appiicant to the Design Review
Board before a final approval can be fivenl
A. BUILDING MATERIALS: TYPE OF MATERIAL COLOR
Roof
Si di n9
0ther [,lal I Materi al s
hlnod Shi ngl es Natural
t{ood f'leathered GraY
Fasci a
Soffi ts
l.Ji ndows
l'lindow Trim
Doors
Door Trim
Hand or Deck Rails
Fl ues
Fl ashi ngs
Chi mneys
Trash Enclosures
Greenhouses
0ther
8. LANDSCAPING: Name
PLANT MATERIALS:
PROPOSED TREES
EXISTING TREES
BE REMOVED
tlond Weathered Grav
ll ll
{'t art Dark Bronze
Metal |,latch Adi. Mat'l
Stone Moss Rock
Amodi zerl Al rrmi nrrm Dark Bronze
of Designer: Morter Architectsphone: 476-5105 .'
Botanical Name Common Name Quanj ty . Si ze*
To -----gtpe!-(see site p1 an)
for coni fers .
(over)
lllood GraV
N/A
Metel Dark GraY
*Indicate caliper for deciducious trees.Indicate hei ght
t
UTILITY LOCATION VERIFICATION
SUBDIVISION
JOB
ADDRESS
The location of utilities, whether they
lines, must be approved and verified by
acconpanying site plan.
Mountain Bell
I -634-3778
Hestern SIope Gas
Harry Moyes
Public Service Company
Gary Hall
Holy Cross El ectri c Assoc.
Ted Husky/Michael Laverty
Vail Cab'le T.V.
Gary Johnson
Upper Eagl e Va] 'ley Water
and Sanitation Discrict
David Krenek
be nain trunk
the following
lines or propos edutilities for rhe
NOTE: These verifications do not relieve the contractor of his
responsibility to obtain a street cut permit frorn the
Town of Vaj.l, Department of Public Works and to obtain
utility locations before digging in any public right-
of-way or easenent in the Town of Vail. A builtling perrnit
is not a street cut pernit. A street cut Pernit must be
obtained separately.
This form is to verify service availablity and location.
This should be used in conjunction with preparing your
utility plan and scheduling installations.
Authori zed Signature Da te
7:2/A2
3-2/-tq
,/
3 . u-€tit !3i.'iT' i"lil
-----. af,f,acneq snee[.
\-"+\ \*,uQ*Szhsg\
(
am€rlc.n--L,l.dJ,ltt€ A.rocierton com.,a..* - tl ,orrc
COMMITMENT FOR TITLE INSURANCE
ED BY
GUA RiA N coMt'Arr
STEWART TITLE GUARANTY CO
valuable consideration, hereby comm
Schedule A, in favor of the proposed
or interest covered hereby in t
premiums and charges therefor; a
and Stipulations hereof.
This Commitment shall be
of the policy or policies comm
either at the time of the issuance
This Commitment is preliminary
liability and obligations hereunder
or when the policy or policies
failure to issue such pe{icy or pol
valid or binding until Q0ntersigned
IN WITNESS WHEREOF.. the
become valid when countdleig dDv
with its By-Laws This Comml nt isi
ST
called the Company, for
insurance, as identif ied in
or mortgagee of the estate
ule A, upon payment of the
and B and to the Conditions
proposed Insured and the amount
le A hereof by the Company,
endorsement.
or policies of title insurance and all
after the effective date hereof
first occurs, provided that the
ny. This Commitment shall not be
itment to be signed and sealed, to
of the Company, all in accordance
in Schedule A as "Effective Date."
herein
of title
'?ba/r"- 7q*'a
Chairman of the Board
Countersigned by:
tu
President
Sun,?it)' t.,.1 ( (.ntxk l
t66 (20M 1O/g8)
se',rlNo. C.l601 - 171732
,o
Ordor Numbcr: tl ?62 -???
t. Effoctivo dato; Febf Uefy 13 ,
2. Folicy or Fblicies b bo issu€d:
A. ALTA Oumerl PoticY
|tlbd in:
''.
4. Iho hnd rstonod to in tft coo nltnctll It
Lo|l I
VAIL , rfilnD
SCHEDULE A
1969 l't 8rO0 A.lt
Commltment l{umber:
Atnount ol In$rence
285,00o. oo
Tax Cart'
mmurRY 3?, 1989
C?r tf. FtttlSJ, *lrttR. CHRISTOFERlr. & H. tsnnrsB' O'ffiILL
Frealtn
$e11.O0
10.o0
Prooosod |lr$r€d:-Tffi, e. HoP.Rrs afiD roilr&f, s' Honnls
Ac,lrifitttrrr FRoPERTS lnmrl nMED
B. ALrALoanPdicy SEFIIA|BS zlt lltl
PrcoG€d In$rod:
c.
3.Tho€daioorinlo'e6|lntho|anddEsdtbedd'r'ofiodbhthbdflnEfim|'ndcotigfdho'g|nkb.c'rytoand0[et|o€bbatthe6l|gc-th/gdatohe'so|
,:
:
qecor.l
covllTlr
t€ tbc r
EEGISgrlat oF
FOP. pUESrr NEtrESDIK'TT|TS COIGIT${E|fT sfSESE EALL BE:TII O'SEILL
e3 303-9d9-1011.
.gxE egr Trm.,E 0F Eerlr,E coln$rt
P.O. BO:{ 13{8
vArL. col.onaDo 81658
Authoriz€d Counle.Cgnaluro
r652 {25M I l/87)
P.go 2
AGENT'S FILE COPY
STD\ry'AR.T TITT,E
(iUARANT' COII?AXY
SCHEPULE 8,- socllon I
Commitment Number:
;i, RequirEmgnls
Ths lolb'wing are the requirements to be:complied with:
Item (a) payment to or for tho account of tho granlors or morlgagors of the full consideration for lhe eslats or inlersst
to be insurcd.
ltem (b) proper instrument(s) creating th€'estate or inlerest to be insured must be exoculed and duly liled tor record,
lo wit:
:
L, E:cecubton of {rffl6e?tt rs to !}cbts .nd Lietr! an{ ltr rcturn to
gtepart Tllle OuarentY Cof,0tlf.
a Erecutlon of ccrtlf te&ttrcn t :,&tltr rranrfercr/Irrf{ctdurl
Tranrferof, and ltr raturn to gAlB off,Ieo' - I
tatlrf,rctory to gt€rsut IttLe eutrrlrttll thlt
Order Number:{?6?-l,c3
3. Suldenccthc real
bccn patd
estatc ttansf,ar tlxcr th,at th€ tr{rntrction 1
Llc Trustllen of of TruaB frqr Vall
VaIl haed ta:<.
STE\il'AR.T TITI-E
GUARAXTY COI?ANY
by tb fror
{, Farttal release bY tha
subJect ProPertY frenVrlley, Inc. ln favor Pulls
.00 datod
, a Colorldo thlfed
ucnst ?9, 1977 rceordedprrtnerahtP
Augt.rct 30,
lng I
E Deed f rer '.re ed or#ner,
purebaacr(rl.
cRAtrrEE t('I$f
ff,fN[lrtt oll
7 ln Booh at PaEe 6?ar Recaptlan I{o. 155iO8-
fee rlnPlc tttl6 ln
r rd'igrrotr oF tte tmlr. Allnngls oF TtlE
OS SG DEED AS FER 1976 AIIEtrD}Eillr t|O
Isc oF IHEffii73" CEg'9835109 t?l'
:
Paoe 3ArtEllTrc crt E lrrrDvt653 {25M I r187t
1I'iq rrl)r 't d r'r,,: r!
Order Numf$6?-t41?
The policy or policies to be issued will contain
satistabtion ol the ComPanY:
SCHEDULEB-Sec'tlon2
. Exceptlong
Pago 4
AGENT'S FILE COPY
1 , Ribhts or claims of parties in possession nol shown by the public records
2. Easements, or claims of easemenls, not shown by the public records'
3. Discrepancies, conflicts in boundary lines, shortage in area, oncroachments, and any facls which a correct
survey and inspection of the premises would disclose and which are not shown by the public records'
4. Any lien, or right to a lien, lor services, labor or material heretolore or hereafter furnished, imposed by law
and not shown by the public records.
5. Detects, liens, encumbrances, adverse claims or other matters' if any, created, tirst appearing in the public
recrrds or attaching subsequent to the e{fective date hereof but prior to the date the proposed insured acquires
of record lor value the estate or inter€st or mortgage lhereon covered by this commitment.
for dtte or canf,lt c
States a ervad ln P
Commitment Number:
exceptions to the..following unless the sam€ are disposed of to the
ttruet€d bY the rubhorltT
tent recorded Juns ?9'
Any and 811 t.trtFald barea anril tarcctr€nts trnd'
tex salor
?. Ttre efFect of lncluslont ln aJrY generrl or tPe ttr ttater
f{re prcbectlon, lol ng€r"tat10n otber
6,.
8.
any rltrredeered
rniiurion i.n any water\s\rvlca or str ct
irei.
congervancTtdlstrlet or
lnprovenent
Rtght af $a?
of the Unlted
Sn undlvldedqnd attrer al
nature, lncl
1905 ln ,18 at Pagc and Atrgruc ?,2, 1936 Ln Book 15?
at Fage 3
ane-htlf lntcYect ln snd to all of t'he o11 ' gss
i:irli, -""ila, irq,rrd and sraaeout of, -"T95Y-!l{-*durantur tn; on and inaar and ratrLch ray le
Fage 22?.
10. Ea:encntg and Restrtetloot at cbqrtn on the Plat for Vall Vallef
Ttrird Fltlng rlir"i6ra-tugnct 30, 197? 1n Boolr ?59 at Pnga 69
aa ReccPtlon tfo. 155{10. "-',
,
11. Restrlctlons An6 Condtblfia cg contalned ln Frotectlve covenants
record,Gil a,rgt;-:o: iii, ln Beolt 299 at' Pags 68 as Receptton
tfo. l55l09.
producsd fron t ;;;tlcr-oi er.rolect-prolrcrtT "3 -- l:sf::"g.brt;#;-t il;;t;'1'' ilii-"dcErd6-llar r, r9e3 ln Boort 165 ab
'''
'i r; ri
'' 'l I '
are hereby omitted.Exceptions numbered
1654 (25M r 1/87)
SIE\ TAR.T TITI-E
CUANANTI COIIAIIY
1.
2.
I11-'. I
rin, shall includgiThe term mo,rtsage, when tisbd rra{in, ilarilintrua{f,""0 of trust, trust deed, orThe term mo,rtsase, when tig{. rrgrtin, ilgtiiiqituai*ieeo
other security, instrument. 'ii : . :t ' :; .i i. t, .. .t t i',rr. ;tI, r. ,.. ',i rl,' L
. coNDlTroNs AND STIPU"LATIONS. :+l' .,:-..i {t}
:.;..i :; "'1 : . _' q'.,.. ,i . :'l:.r :i ."'1' ; , ri +1i
T:Tf T,: a!' *..COU.PAITY
f- -' tJ
.;fi:t
lf the proposed Insured hasior acquires actrJal knowledge of any defect, lien,
encumbrance, adverse claim or other matter affecting the estate or interest or
mortgage thereon covered by this Coqlmitment other than those shown in
Schedule B hereof, and shall fail to discliise such knowledge to the Company in
writing, the Company *rall be relieved from liability for any loss or damage
resulting from any act;of. r€lianc€ frer,eon;to,,the:extent the Company is prejudiced,
by failure to so disclose 30ctr tiOwl*tge. lf ttii,proposed Insured shall disclose s.rch
knowledge,to the Company,:gr,.,il.,thq Company.otherwise acquires.actual
knowledge of any; s.rch defect,.lieil;',gncurhbrffi;"adverse claim or other matt€r?.
the Company at its option'may:amerid"SheduleB of this Commitment
accordingly, but such amendment shall not relieve the Company from liability
prwiously incurred pursuTt,l?iparagraph 3 of thee Conditions and Stipulations.'iir it .3. Liability of the Company'undsr lhls Commitment shall be only to the named
proposed ln$red and slitr,parties included uriOei ths definition of Insured in the
form of policy or policies',ctorhmltted for and only for actual loss incurred .ln
reliance hereon in undertaking in good faith (a) to comply with.the requirements
hereof, or (b) to eliminateibTceptiono shown in Schedule B, or (c) to acquirq.or
create the estat€ or inter€st or mortgfge thergon covered by thisCommitment. In
no event shall sich liability exceed llip amount stated in Schedule A for the policy
or policies committed for and sJch liability is subject to the insuring provisions and
the Conditions and Stipulations and the exclusions from coverage of the form of
policy or policies committed for in favor of the proposed Insured which are hereby
incorporated by reference and are made a part of this Commitment except as
expressly modified herein. .' .. l' .-a.' ..r .,.:
Any claim of loss or damage, whether or not based on negligence, and which arises
out of the status of the.title'to ths estate,or.intetost'or the lien of the insured
mortgage covered hereby oi'ahy action asserting such claim,6hall be restricted to
the provisions and Conditions and Stipulations of this Commitment.
,
!r
i
4.
F.
'.!
STE'WAR-LN
GUARANTY
::1
All notices required to be given the Company and an! statement in writing required to
be furnished the Company shall be addresed to it af P.O. Box 2029, Houston, Texas
77252, and identify this commitment by its printed COMMITMENT SERIAL NUM-
BER which appears on the bottom of the front of the first pageof thiscommitment.
:: lf'
:
Chen-Norther|lnc.50EO Road 15,{
Glsnwmd Sgings, CO 81601
303p4$7458
1|Billingsf Boise- Casper
Colorado Sprngs
Denraet
Elko. Evanston
GileRe
Glenwood Springs
Great Falls
Helena
Phoenix
Focat€llo
RockSpings
Salr Lake Cfti
San.Antonio
Tri Cities
\€krma
SUBSOIL STUDY
FOR FOUNDATION DESIGI{
PROPOSD RESIDEI{CElgf gr v,JltF.. TfirRD F:ILrlrG
19€E SUNBURST DRIVE
, / uArL, colonADo
uqlL,r
i.,
Prepared For:
Michael Morrls
1476 tJesthaven- Drlve, fg
va1l c0 81657
A member of the (Eiiil goup of compani€s
Maroh 2!n 1989
I
Job !lo. 4 221 89
TABLE OF COIfTEITIS
1
1
2
2
2
3
3
4:5
5
6
6
7
I
,9
9
Chen-Northcrn, lnc'.
CONCLUSIONS
The site ls lmpacted by potentlal debrls flow and rockfall
hazards. Mitigation of these hazards should be incorporated into
the si.fe development plans. The proposed residence should be
founded with spread footings bearing on the natural granular soils
below all topsoil and designed for an allowable soil bearing
pressure of 2500 psf. Other design and construction criteria
relating to geotechnical aspects of the proposed residence are
presented in the body of the report.
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed resi-
t/nllty
dence to be located on Lot !, Vail V*fte, 3rd Filing, 1905 Sunburst Drive,
Vail, Colorado. The project site is sbown on Fig. 1. The study was conducted
in accordance with our agreement for professionaf services letter to Michael
Morris, dated February 15, 1989.
A field exploration program consisting of exploratory borings was con-
ducted to obtain information on subsurface conditions. Samples obtaj.ned
during the field exploration were tested in the laboratory to determine lhelr
engineering characteristics. The resulfs of the field exploration and labora-
tory test,ing were analyzed to develop recommendations for foundation types,
depths and allowable pressures for the proposed building foundation. The
results of the field exploration and laboritory testing are presented in Lhe
report.
Thls reporb has been prepared to summarize the data obtained during this
study and to present our concluslons and recommendations based on the.proposed
construction and the subsoil condj.tions encountered. Design parameters and a
discusslon of geoLechnical engineering considerations related to construction
of the proposed residence are included in the report.
Chen-Northern, lnc,
-2-
PROPOSD CONSTRUCTION
The proposed resldence wltl be a two to two and on+half sloryr wood
frame structure. For the purposes of our report preparation, we have assumed
that bhe residence will have a basement. Ground floor wlll likely be slab-on-
grade. Grading for the sbructure is expected to be relatively minor wiLh cut
depths between about 6 to 8 feet. We assune relatively light foundation
loadings, typical of the proposed type construction.
If building loadings, locafion or grading plans change significantly from
those described above, we should be notlfied to reevaluate the recommendations
conbai.ned in this report.
SITE CONDITIONS
The site is located on an alfuvial fan near the toe of the south valley
slope of the Gore Creek val-ley !n the eastern part of Vail. Sunburst Drivet
an existing paved sfreet, runs along the southern boundary of the lof. The
Vail Golf Course ls along the northern lot boundary. Exlsting slngle family
homes have been constructed on the adjacent 1ots, located east and west of the
siLe. The ground surface on the lof slopes gently down toward Lhe north at
grades in the range of 5* Lo 101 . ApproximatelY 3 feet of snow covered the
site at the time of our field work. Vegetation on the lot appears to be
prlmarily grass and weeds with scattered wil.lows. A stand of aspen trees is
locabed on the south side of the lot between Hole 1 and Sunburst Drive.
SITE GEOLOGY
The near surface bedrock in the area of Lot 9 is the Pennsy.lVanian-age
Minturn Formation eomposed of mainly sandstones, conglomerates, shal'es and
Limestones. The bedrock does no| crop out 1n the area of the Iot, being
Chen-Northern, lnc,
-3-
blankebed by surficial deposits. South of the lot, high in the steep southern
valley slope, the near flat lying beds of the Minturn Formation are exposed in
a series of Low cliffs.
The lot lies on an aLluvial fan created by the deposition of sediment
near the rnoubh of a tributary to Gore Creek. On Lhe steep vaIley sloper the
Lributary is entrenched in a narrow steep-sided channel. Near the valley
floor in the area of the alluvial fan, the drainage channel is relatively
shallow and curves westward across the fan to the west of the lot. The fan
deposits are generally sands and gravefs with a clay and silt matrix and some
cobbles and boulders.
POTENTIAL GEOLMIC IMPACTS
There are several conditlons of a geologlc nature whlch could affect
developnent on the lot. These include debris flows and floods, rockfalf and
avalanches. The potential impacts are discussed below. We should review the
proposed developmen! plans and perform additional analysis for geologic hazard
mitigation where needed.
Debris Flows and Floods: Lot 9 lies wlthln a moderate debris flow hazard zone
as identified by Arthur Mears in his 'tDebris Flow and Debrls AvaLanche Hazard
Analysisrr, prepared in 1984 for the Town of Vail.. The lot is located on the
lower part of an existing debris fan where debrls floods are probable. The
path that a debris flow or flood may lake on the fan cannot be accurately
determined and may change from event to event. Mltigatlon of potentlal debris
flow and flood hazards shoul.d be consldered for homes construcbed on the foL.
On-site mi.tigatlon methods include direct protection structures'designed
to absorb the impact and deposllional Loads of debris flows and flbods.
Direct proLection may include the reinforcing of building walfs and flood-
Chen-Northern, lnc.
-4-
proofing of the structure itself, or protecting the structure with deflection
wall.s or berms. Since the lot is located on the lower part of the fan where
debris flow and flood impacts will be less severe than on the upper part of
the fan, direct protection by reinforced walls, berms and swales or basins
appears appropriate.
Rockfall Pobential: Lot g lles ln a rockfall hazard area as identified by
Schmueser and Associates in thelr rockfall study prepared in 1984 for the Town
of Vail. The pri.mary source of potential rockfall is the outcrops of the
Minturn Formation lhai occur on the steep valIey slope above Lhe lot. A
secondary source of rockfall ls the scattered blocks thab occur below the
outcrops on the steep slopes above the site.
Deep snow cover fimited our observations of the geologic conditlons in
the area of the site. However, during a previous geologlc reconnaissance in
the area, we nobed sandstone conglomerate or limestone boulders on nearby lots
that can most likely be attributed to past rockfalts indicating the lot lies
within the rockfall runout zone. Most of these boulders ilere embedded in the
soils, indicating that the rockfall events were probably relatively old.
However, some boufders were not embedded indicating more reeent rockfall
events.
Mitigation of the rockfall hazard on the lot is recommended if the lot is
to be developed. MiLigation bechniques i4clude barrier structures to stop
rocks, structures designed to deflect rocks to safer areas where no develop-
ment will take place, stabilization of potential rockfall. sources in-placer or
the rennval of source rocks thab may contribufe bo rockfall.
Rerpval or stabilization of potential rockfalt sources above the iite m"y
be difficult to complete safely wilhout endangering the existing structurds on
adjacent lots. Thi.s also would require cooperatlve lnvolvement of all proper-
Chen-Northern, lnc.
-5-
ty owners in the area that might be affected by rockfall. It appears that'
direc! protection of the individual structures uslng barriers, bernt' or struc-
tural design would be rx)re appropriate. We recommend the rockfall mitigation
be assessed after snowmelt when the rock source ean be observed.
Avalanches: Regional mapping indicates that the lot lies outside a snow
avalanche hazard area identified by Arthur Mears in 1979rtrColorado Snow
Avalanche Studies and Guidelines for Avalanch+Hazard Testingtr, Colorado
Geological Survey, Speci.al Publication No. 7. The gully located south of the
lot on t,he steep valIey side has been identified as an avafanche track. The
recurrence raLe of avalanches along this track has been estimated t" be'about
25 years or less by Mears. The nrapped runout zone does rroi- appear to extend
into lot 9. The rlsk of avalanche impactlng structures on the slte appears to
be relatlvely low ln our opinion.
FIELD D(PLORATION
The field exploration for the project was conducted on March 6, 1988.
Two exploraLory borings were drilled at the locations shown on Fig. 1 to
evaluate the subsurface conditions. The borings were advanced with 4-1nch
dianeter contj.nuous flight augers powered by a truck-mounbed CME-55 dri]1
rig. The borings were logged by a representative of Chen-Northern, Inc.
Samples of the subsol]s were laken wibh a 1 3/8-inch I.D. spoon sampler.
The sampler was drlven into the subsoils at various depths wi.th blows from a
1A0-pound haruner falling 30 inches. Thls test is sinrilar to the stand;,rd
peneLraLlon test described by ASTM Method D-1586. The penetration resistance
values are an indication of the relaflve density or consistency of the sub-
soils. Depths ab whlch the samples were gaken and the penetrafion resistance
values are shown on the Logs of Exploratory Borings, Fig. 2. The samples were
returned to our laboratory for review by lhe project enginet'r arrd te'sting.
Chen-Northern. lnc.
SUBS0IL C0|,|DITIONS
The subsoil conditions encountered at the site are shown graphically on
Fig. 2. The subsoj.Is consj.st of about 1 foot of topsoil overlying medium
dense, silty gravelly sand containing occasional cobbles. Underlying the
sands at depths of 11 to 18 feet, dense silty sandy gravel with cobbfes and
possi.ble boulders was encountered to the maxirn:m depth explored, 20 feet.
Dril11ng in the dense gravels wiLh auger equipment was difflcult due to the
cobbles and boulders and drilling refusal was encountered in the deposit.
Laboratory testing performed on sampfes obtained from the borings con-
sisled of natural moisture content, gradation analyses and Atlerberg limits
testing. Results of gradation analyses performed on small. diameter drive
samples (minus 1 ll?-inctl fraction) of the naturaf coarse granular soiLs are
shown on Fig. 4. Atterberg limits testing results indicate that the fine
grained porbion of the soils is primarily a silf of low plasficity. The
laboratory testing is sr.rrnarized in Table I.
No free water was encountered in the borings at the time of drilling and
the subsoils were generally rpi.sl.
FOUNDATION RECOMMENDATIONS
Considering the subsoil conditions encountered ln the exploratory borings
and the nature of the proposed conslruction, we recommend the building be
founded with spread footings bearing on the natural granular soi1s.
The design and construction criLeria presented below should be observed
for a spread footing foundation systern. The construction crj.teria should be
considered when preparing project documents.
1) Footings placed on the undisturbed natural granular soils below all
bopsoil should be deslgned for an allowable soil. bearing pressure of
Chen-Northern, lnc.
2)
-7-
2500 psf. Based on experienee, we expect settlernent of footlngs designed
and consbructed as discussed in this section w111 be about 1 inch or less
and essentially occur during consLruction.
All existing topsoil and any loose or disturbed soils should Lle removed
and the footing bearing level exLended down lo rel.atively dense natural.
granular soils.
The footings should have a minirnrm wldth of 16 inches for continuous
walls and 2 feet for isolated pads.
Exterior footings and foobings beneath unheated areas shoufd be provided
with adequate soil cover above their bearlng elevation for frost protec-
tion. Placement of foundations at least 48 inches below exterior grade
is typically used in this area.
Continuous foundation walls should be reinforced top and bottom to span
an unsupported length of at least 10 feet. Foundation walls acting as
retaining struetures should also be designed to resist a Lateral earth
pressure corresponding to an equivalent fluid unit weight of 40 pcf.
Backfill shoufd consist of predominantly granular soil, like the on-site
solls.
6) A representative of the soil engineer should observe all footing excava-
ti.ons prior to concrete placement to evaluate bearing conditions.
FLOOR SI.ABS
The natural on-site soils, exclusive of topsoil, are suitable to support
U.ghtly to mrderately loaded slab-on-grade constructi.on. To reduce the
effects of some differential moverent, floor slabs sbould be separated from
aII bearing walls and cofumns with expansion jolnLs which allow unresLralned
vertical rnvement. Floor slab control. joints should be used lo reduce damage
3)
4)
5)
Chen-Northern, lnc.
-8-
due to shrinkage cracking. We suggest joints be provi.ded on the order of
15 feeL on center. The requirements for slab reinforcement should be estab-
Iished by the designer based on experience and the intended slab use. A
minimum 4-incLr layer of free-draining gravel should be placed beneath basement
Ievel slabs to facilitate drainage. This materiaf should consist of minus
2-inch aggregate with less than 50f, passlng the No. 4 sieve and less Lhan 2X
passlng the No. 200 sieve.
AII fill materiafs for support of floor slabs should be compacted to at
least 95X of the maxirnrm standard Proctor density ab a nroisture content near
optlmum. Required fill can consist of the on-slte sands and gravels devoid of
vegetation, topsoil and oversized rock.
UNDENDMIN SYSTEM
Although free water was not encountered duri.ng our exploration, it has
been our experience in mountainous areas lhat local perehed groundwater may
develop during times of heavy precipitation or seasonal runoff. Frozen ground
during spring runoff can create a perched condition. We recommend below grade
construction (crawl space or basement areas) be protected from wetbing and
hydrostatic pressure buildup by an underdrain system.
The drains should consist of drain tile placed in the bottom of the wa1I
backfltl and surrounded above the lnvert level with fre+draining granular
materlal. The drain should be placed at leasL 1 foot below fowest adjacent
finlsh grade and sloped at a minim:n 1X Eo a sultable graviby outlet. Free'
draining granular material used in the underdrain system should conLain less
Ehau 27 passing the No. 200 sleve, less than 50X passing lhe No. fl'sieve and
have a maxirnm size of 2 inches. The drain gravel backfll} should be at least
2 feet deep.
Chen-Northern, lnc.
-9-
SURFACE DRAINAGE
SiLe grading should be planned to provide positive surface drainage away
from all building and parking areas. The bullding and parking areas should be
placed as high as possible on the site so that positive drainage away from
these features can be provlded. Surface dlversion features shoufd be provided
around parking areas to prevent surface runoff from flowing across the paved
surfaces.
The following drainage precautions should be observed during construction
and mainLained at a1l. times after the residence has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusbed to near optimum molsture and corF
pacted to aE least 95? of the maxinnrm standard Proctor denslty in
pavement and slab areas and to at least 90S of lhe maxirnum standard
Proctor densify in landscape areas.
3) The ground surface surrounding bhe exterlor of the bullding should be
sloped to drain away from the foundation in all dlrections. We recommend
a minirnrm slope of 12 inches in the first 10 feet in unpavd areas and a
minirnrm slope of 3 i.nches in the first 10 feet in paved areas. Free-
draining walI backflll should be capped with at least 2 feet of the
on-sife soils to rduce surface water infiltration.
4) Roof downspoufs and drains should dlscharge we}l beyond the limlts of all
backfill.
LIMITATIONS
This report has been prepared in
and foundation engineeri.ng practices
accordance with generally accepted'soil
in Lhls area for use by the client for
Chen-Norlhern, Inc.
-10-
design purposes. The concl.usions and recorrnendations submitted in this report'
are based upon the data obtained from the exploraLory borings drilled at the
focatlons indicated on Flg. 1 and the proposed type of consLruction. The
nature and extent of subsurface varlations across the siLe may not become
evident until excavation 1s performed. If during construction, fiLl' soil'
rock or water conditions appear to be dlfferent from Lhose described herein,
this office should be advised at once so reevaluatlon of the recommendations
may be made. We reconnend on-slte observatlon of excavations and foundation
bearing strata and testing of structural flll by a represenLative of the soil
engineer.
Very truly yours,
CHEN-NoRTHERN, rNC.
E. Hardin, P.E.
DEll/ec
cc: Morter ArchitecLs, Attn:
Revievled
Jim Morter -
By )((x-
Pawlak,
Chen-Norlhern, lnc.
APPROXIMATE SCALE
l" = 30'
SUNzuRST
BENCH MARK q ROAD
EL-EV = IOO.O ASSUMED
LOT
BOUNDARIES
HOLE 2
O
HOLE
o
4 22t 89 Chen-Northern, lnc.LOCATION OF EXR-ORATORY BORINGS r|r. I
oo
Ilole I
Eler'. = 94.6'
Hole 2
Elev. = 89.1r
17 /12
l{C=3.1
+4=26
-200=18
I
16 /12
tttC=9. 0
llD=112.8
-?no=?n
LL=23
PI =6
16/12
ltlC=6. 2
- 200=1 9
ro/12
WC=10. 8
- ?90:ltLL= ZU
PI=3
q)
c)
I
36/12
WC=S.5+4=43
-200=18
27 /12
Note: Exp I anat ion synbols presented on Fig.of
221 89 Chen-Northern, lnc.Logs of Exploratory Borings 4.2
_
LEGEND:
l-l
ffi'fonsoil; sandy silt, siightly gravelll', olganic, soft, noist, black'
El S"na (SIl); silty, gravel ly with scattered cobbles, mediurn dense, moist, dark
EZI brown.
Pf.fl Cravet (Gl,l); sandy, silty with cobbles, mediun dense to dense, noist, blown.
1I\F
17,/12 Driye sanple blow count; ind]cates that 17 blows of a 140-pound harnmcr fall.i ng
30 inches were ::equired to drive the California or SPT sampler 1l jnches.
-T-Pract ical rig refusal .
I
NOTES:
1. Exploratory borings were drilled on March 6, 1989 with a 4-inch diameter
continuous fl ight power auger.
2. Locations of exploratory borings were measured approxi-mately by pacing from
features shown on the site plan provided.
S. Elevations of exploratory borings were rneasured by instrunent 1eve1 and refer
to the Bench Mark on Fig. 1.
4, The exploratory boring locations and e-levations should be considered accurate
only to th_e degree implied by the method used'
5. The lines between materials shown on the exploratory boring logs represent the
approximate boundaries between material types and transit j"ons nay be gradual.
6. No free water was encountered in the borings at the tirne of drilling.
Fluctuations in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Density (pcf)
+4 = Percent retained on No. 4 sieve
-200 = Percent passing No. 200 sieve
LL = Liquid Linit (t)
PI = Plasticity Index (%)
f''
u Relatively undisturbed drive sanple; 2-inch I.D. California liner sample.
t Drive sample; standard penetration test (SPT), I 3,/8-inch LD' split spoon
F sample, ASTI{ D-1586.
4 22r 89 Chen-Northern, lnc.Legend and Notes n|.r
SIEVE ANALYSISHYOROMETER ANALYSIS
!f
4: MtN l5 Mrit 6i MtN 19 MrN t rJrN '50 .0 '30
70
!so
dsc
z
9rc!
a0
5a
3
z
z
():
15?
DIAMETER OF PAFTTICLE IN MILLIMETEFS
CLAY .rO SILT
GFAVEL 26 or sAND
Lrouro LrMtr %
sAMPLE oF silty gravelly
56 q; srLT AND CLAY
PLASTICITY IND€X
s and FRoM Ho le fe et
STANOARD
?HR
]: MIN 60 MIN 19 MIN
'
MIN T MIN 'ro0 '50 '.0'30 '16 1 ?,'
z
Fz
sl
o
-
z
60()
127
152
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY IO SILT
GRAVEL 43 * SAND 39 x stLT AND CLAY
Lrouto LrMrr * pLlsrrcrrY tNDEx
sAMpLE oF silty sand and gravel FRoM Hole
18
at 14 feet
StEvE ANALyStSHYDRO'JETER ANALYSIS
4 221 89 Chen-Northern, lnc.GRADATION TEST FESULTS Fig. 4
cA-?-79
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APPROVED CTION REQUIRED
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The ltens belos need to be couplete before
gtvlng a pernlt a final C of 0.
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FINAL PLM{BINC
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DATE:tl FINAL ilECEANICAL
DATE:I IMPROVEMENT SURVEY RESID. NAUE:
DATE:
INAL ELECTRICAL
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FINAI, BUILDING
DATE:
WEST SIDE:
TE}TPOMRY C OT O
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RTIFICATE OF OCCUPANCY
DATE:4"1 -ea
I.ANDSCA?ING DT'E
FILE NAI{E: