HomeMy WebLinkAboutDocuments & Plans 1982-2007_- /ofl,
Dnha'Tn I
Design Review Board
ACTION FORM
Depa rtment of Community Development
75 South Frontage Road, Varl, Colorado 81657
tel:970.479.2139 fexi970.479.2452
web: www.vailgov.com
b/p,?/rf
!:}|frJ..l't [E vtLr]nvi \_
Project Name; SKARAIUNSKY ADDITION DRB Number: DRB07044B
Project Description:
FINAL APPROVAL FOR AN ADDMON OF GRFA
Participants:
OWNER SKARAIUNSKY, VINCENT C. &HE0812412007 Phone: 390-1432
PO BOX 1666
VAIL
co 81658
APPLICANT TRD ARCHITECTS
TOM DUBOIS
PO BOX 1492
VAIL
co 81658
License: C000001769
ARCHITECT TRD ARCHITECTS
081 24 | 2007 Phone'. 97 0-479-7 387
Project Address;
Legal Description:
Parcel Numben
Comments;
Motion By:
Second By:
Vote:
Conditions:
081 241 2007 Phonei 970-479-7387
TOM DUBOIS
PO BOX 1492
VAIL
co 81658
License: C000001769
3996 LUPINE DR VAIL Location: 3996 LUPINE DR
Lot: 1 Block: 2 Subdivision: BIGHORN SUB 1ST
2101- 111-0800-2
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approvall 0911312007
Cond: 8
(PLAN): 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
(PLAN): 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 diligently pursued towa rd completion,
Cond: CON0009279
Monitored Fire Alarm System required and shall comply with NFPA 72 (2002 ed,) and
Town of Vail Standards,
Cond: CON0009280
Fire Sprinkler System required and shall comply with NFPA 13R (2002 ed.) and Town of
Vail Sta ndards.
Cond: 11
(PLAN): NO CMWL SPACES SHALL HAVE A HEAD HEIGHT GREATER THAN 5 FEET AS MEASURED
FROM THE SURFACE OF THE EARTH TO THE UNDERSIDE OF THE STRUCTUML FLOOR MEMBERS OF
THE FLOOR/CEILING ASSEMBLY ABOVE.
Cond: 10
(PLAN): ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS, AS MEASURED FROM
THE TOP SIDE OF THE STRUCTUML MEMBERS OF THE FLOOR TO THE UNDERSIDE OF THE
STRUCTUML MEMEBERS OF THE ROOF DIRECTLY ABOVE.
Cond: 2
(PLAN): Maximum retaining wall height shall not exceed 3 feet in the front setback
or 6 feet elsewhere on the property. DRB approval is required for all walls.
Cond: 5
(PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FMMING INSPECTION, AN
IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF
CON4MUNITY DEVELOPMENT A MINII\4UM OF FORTY.EIGHT HOURS IN ADVANCE OF THE REQUESTED
INSPECTION, ROOF RIDGES AND BUILDING FOOTPRINT SHALL BE INDICATED ON THE ILC.
Cond:9
(PLAN): Prior to the issuance of a final certificate of occupancy, the applicant
shall have completed all site and landscaping improvements as shown on the approved
DRB olans.
Cond: CON0009353
Applicant to revise the Site Plan to show existing and proposed grades; all existing
and proposed retaining walls complete with proposed heights (top of wall/bottom of
wall); all proposed limits of disturbance and all trees to be removed and/or
preserved.
Cond: CON0009354
Applicant to submit Landscape Plan with building permit set showing all new areas of
sod, plantings and retainrng walls.
Cond: CON0009355
Applicant to submit final electrical/lighting plan showing all existing and proposed
extrior lighting; cut sheets for any new light fixtures is to be submitted for
review and approval by the DRB prior to installation.
Cond: CON0009356
Applicant to provide evidence of all necessary utility sign-offs with any building
permit application.
Cond: 7
(PLAN): This property is located in a "geologically sensitive area".
Planner: Scot Hunn DRB Fee Paid: $300.00
Page 1 of 1
Scot Hunn - Skarajunsky Residence
From: Scot Hunn
Tor trdubois@att.net
Date: 0911412007 3:33PM
Subject: Skarajunsky Residence
CC: Scot Hunn
Attachmentsr Scot Hunn
Tom,
Attached please find a PDF copy of the staff approval 'action form' relative to the addition at the
Skarajunsky/Christensen duplex.
Please note the attached conditions, some of which we spoke of on the phone yesterday. In addition, I would
ask that you submit a stamped/signed survey (the copy we have is unsigned/sealed) with the building permit
sets,
Also, will you please provide a detailed accounting of how you measured GRFA, for our records; shading or
hatching those areas of the floor plans that are either counted or not towards GRFA...that way there's no
guessing.
Again, thank you for your submittal and please let me know if you have any further questions regarding this
staff approval or the attached conditions of approval.
Scot
Scot Hunn, AICP
Senior Planner
Town of Vail
(970) 477-3ss1 office
(970) 479-24s2
shunqQye{lgo_v,com
file://c:\oocuments and settings\Administrator\Local se.. . 09/L4/2007
- - G-,n"tt"d' Bottori r"-----__l
COMUUUTY DEVELoPMENT Rourlnc Fonm
Project Name: I Skaraiunskv
Proiect #:DR8070448
Activity #:
Status:
I Approved I npproved with conditions Z Denied
Routed To:PVV
Date Routed:9129t07
Routed By:Scql Hunn
Date Due:9112107
Description of work:Residential Addition (East and West Duplex units)
Address:3999E!gpt!e Drye
Leqal:Lot:l1 I Block: l2 I Subdivision: | !j_Sho!:n 1."
rrehted: Chad Salli, PW
Dctotldr Chad Salli, PW
tnsertedt Chad Salli, PW
sEP -7 2001
TOWN OF VAIL
Date Reviewed:9fl1A7
lssues. Need additional review bv Fire
Page 1 of 2
Scot Hunn - Re: Skarajunsky/Christiansen remodel DRB07-0448
From: David Rhoades
To: Thomas R Du Bois
Date: 0910412007 11:44 AM
Subject: Re: Skarajunsky/Christiansen remodel DRB07-0448
CC: Scot Hunn
Extent of remodel requires you to meet current codes,
IFC (2002 edition) 503.1.1 Exception 1. This is the section that requires sprinklers as the perimeter is more
than the 300 ft allowed.
NFPA 72 (2002 edition) covers the alarm requirements.
You may appeal this decision to the Fire Marshal, Mike Mccee, if you wish. From there the appeal would go to
the Board of Appeals. Thanks.
David Rhoades
Fire Insoector
Vail Fire and Emergency Services
970-477-3454
drhoades@vailgov.com
>>> 'Thomas R Du Bois" <trdubois@att.net> 0910412007 LO:46 AM >>>
Thanks Scot,
Can you tell what codc, rulc, rcgulation and,/or ordinancc rcquircs a 6rc spnnkler and alarm system?
The Ruilding code goveming this project doesn't seem to address it.
Thanks again,
Torn
-Ihomas R l)u Bois AIA
ZrDqrchilects
PO Box 1492
Vail. CO 81658
tel: 970-479-7387
fax: 970-47 (r-0(1t17
e: trdubois(0att.net
--- Original Message ---From: Scot Hunn
To: David Rhoades
Cc: trdubois@ail.net
Sent: Tuesday, September 04,2007 10:35 AM
Subject: Re: Skarajunsky/Christiansen remodel DR807-0448
David,
Thanks for your review and comments.
Scot Hunn, AICP
Senior Planner
Town of Vail
(970) 477-3551 Office
file://c:\oocuments and settings\Administrator\Local se. . . 09/04/2007
(970) 479-24s2
shunn@vailgov.com
eage 2 of 2
>>> David Rhoades 09104/2007 9:25 AM >>>
Scot, I have signed off with the following comments/conditions. Thanks.
Approved as noted:
1. Fire Sprinkler system required and shall comply with NFPA 13R (2002 edition) and Town of Vail Standards.
2. Monitored fire alarm system required and shall comply with NFPA 72 (2002 edition) and Town of Vail
Standards,
Distance around perimeter is approx. 480 feet.
See conditions also.
David Rhoades
Fire Inspector
Vail Fire and Emergency Services
970-477-3454
drhoades@vailgov.com
file://c:\oocuments and Settings\Administrator\Local se. . . 09/04/2002
Additions-Residential or Commercial
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2128 fax: 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to
the submittal requirements for the particular approval that is requested. An application for Design Review cannot be
accepted until all required information is received by the Community Development Department. The project may also need
to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses
unless a building permit is issued and construction commences within one year of the approval.
Locationof theProposal: Lot: I alock: 2- SuUoivision: BlaHoEJ ){
PhysicatAddress: agqln J ,.rP,,Je t-Yv" VAI ,&9 Rr,t^c?
Parcef No.: ?.p ll I lOgoOZ (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zonins: 1-rao.Fna,LY kta,r*$tlL
Name(s) of Owner(s):
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
(,.
7v g
o I fR
Description of the Request:
Mailing Address:
E-mail Address:
Type of Review and Fee:
tr Signs
tr Conceptual Review
.E7 New Construction
f, Addition \
tr Minor Alteration
(multi-family/commercial)
D Minor Alteration
(single-family/d uplex)
E Changes to Approved Plans
tr Separation Request
Phone:
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild'
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and retaining
walls, etc.
$20 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and retaining
walls, etc.
$20 For revisions to plans already approved by Planning Staff or the Design
Rerriew Board.
No Fee
cnecrno.' llt?
' [7.o)
l+**************f*ft*tf************a**+t****t****+t*'1.*******'r***t:i***+*+***'r******+*********
TOWNOFVAIL, COLORADO Statement +*,1****************t**++*+********************++f+t*tf**+**+****+*t**++**++*+++****tf+++++++
Statement Nuriber: R070001665 Amount: $300.00 08/24/200?02:14 pM
Palment Melhod: Check
ARCIIITECTS
Init: iIS
Notat.ion: l-3 99/TRD
Permit No: DRB0?0448 q4)e: DRB - Addition of GRFA
Parcel No: 2101- 111- 0 8 00 -2
SitsE AddTEEE: 3996 IJUPINS DR VAIIJ
Location: 3996 IJUPTNE DR
Total Fees:
Total AIjJ Pmts :
BaLance:
This Pa)ment :
$300.00
$300.00
$o. oo
$300.00
tff++*++**+**+++t*++++++***++****f*ftf*++*+**+*****a*****+*+**+*******'t***,tt***'|****'t'N.****{.**
ACCOUNTITEM LIST:
Account Code Description Current Pmts
DR 00100003172200 DESIGN REVTEW FEES 300.00
Deparbnent of @mmunity flrelopment
75 Sou$ Frontage Road, Vail, Cdorado 81657
tel: 970.479.2128 ta',i 970.479.2452
!veb: www.vailgw. com
General f nformation:
All projects requlrlng desi3n rwbw must receive apprwal prior to glbmiftirE a bullding permit applicatbn. Pl€ase
refer to the glbmiftal requirernents for the partiolar approval that is requesbd. An applicatkn for Deslgn Rdieu,
cannot be a@ded until all required infonnauon as received by the Communlty Developrnent Departsnent. The
project may also need to be revie$red by the Town Council and/or th€ Planning and Envimnrnental Commission.
Design eview approval lapscs untess a buildang permlt ls ls$ed and consEuction commences within
on€ ycar of the approeal,
Descriptionof theRquesft. rno 6[Gl , J+,r SfoJr liJgaroF.JtUUn*)q,n,Jr,,,]rr
l.^=\rL rht'Jq Jrtl I],J06LV I r'bfs; I r'lDref\k
locauon of the Propocal: tot I glock: ? SuMivigon:
physicatAddres: 33gU LaP,J" ,V6,I ,C)
(Contact Eagle Co, Assessor at 970-328-86't0 for parcel no.)
Conceptual Review
Application for Design Review
v P
@ o J
0 w 4.
ei
Zonins: Ti.h.RM,\Y k trns.kt^1.
Name(s) of Owner(s):
llailing Address:
MaitinsAddress: Pn lAov t4,qZ VrrL 8tl"s8'
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square foobge is added to any residential or
commercial buildirp (includes 250 additions & inbrior conversions).
$250 For minor charEes to buildings ard site impmvem€nts. such as,
reroofiru, painting, window addiuons, ladscaping, fences and
r€talnlrE walls, etc.
$20 For minor cfianges to fuildings and slte impro\rements, slch as,
re rmfirp, painting, window additions, landscapirg, fences and
retaining walls, etr.
$20 For rwisions to plans alrcady approved by PlannirE Sbff or the
Design Rfllew 8oard.
No Fee
Type of Review and Fee:
n - Sions
X Conceptual Review
El New Consfuction tr AddiUon
O Minor Alteration
( multi-family/@mrnerchl)
E Minor Alterauon
(single-famity/dudo<)
tr ClEng€s to Approred Plam
D Separatbn Requ€st
hid: -1L-z Chedl{o.:_8y:
"*, n-[ t( [Ot DRBr{o.:
\1
"\'{:f
'n .G t/
r-*
'*
a.t+t
(
'l
Exterior Lighting
Other
Notes:
Please specify the manufacture/s name, the color name and number and attach a color chip,
Color Buildino Materials
Roof
PROPOSED MATERIATS
Type of Material
Jrurrrg -------.'---.-.M
Other Wall Materials:-_ .? , ''- qrro-L
Siding
Fascia
Soffits
Windows
6wi
oao
Window Trim
Doors
Door Trim
Hand or Deck Rails
)4e$tr -r
Flues
Flashing
Chimneys
F rcr< rJmuqrl rPo.l
ilr.r,rar Cir"lR
l'4lr cu Aorr.Jc 4.rfcern
dl
*) F 'JF
F: \cdev\FORMS\PERMm\Pbnning\drb-addition-1 1-23-2005.doc Page 7 of 14 LLl23l200s
I.ANDSCAPING
Botanical Name Ouantiw
K-PROPOSED TREES
AND SHRUBS
EXISNNG TREES
TO BE REMOVED
Minimum Requirements for Landscaping:
GROUND COVER
SOD
SEED
IRRIGANON
TYPE OF EROSION CONTROL
Deciduous Trees - 2" Caliper
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
Square Footage Tvpe
l'{\c* Lqtl
Please speciff other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
J-{r-,-rt+ P Fs,{A,,\rJr, [,\rll6
F: \cdev\FoRMS\PERMm\Planning\drb*addition-1 1-23-2005.doc Page 8 of 14 tLl23l700s
nus AUG' 24' 2007i' 8r0lAM
'@
) \fter',)7
Tlrlr fdrn srwes to vsitV thart tfic popoeed fnprorcrtrc'1b,wfl not imprct any :xiCfug or ptoPotctt uufty senkQs, and also to
!/sdty trrviE arnilaUftyinA tm6in for n€tv cirrtrr^ftion lnd dlouH bc uscd h conJundon wfth preparing pur udlitY gltn md
grehlttng lnstrtts$ons. R sE plan, lncludlng grrdlng pbn, f,6r phn, rnd elcltatlons, shdl be srbmlttEd to Ule follolrirE utllltt.s
rr approia ard verifi@uon. piEASEAuoiu-llPTo 2 wElr(t ionAPPrcYALoRGDDltEilrS FnOIITHE UTIIITY
cEtr.iierffs. If you Ere umue to obEtn ornnrnB rytfth that ll''rcFarc plere cont'tt thc Toutr of Vrll.
' Mvalopcr b Ptortr Lot Addtw btformcdon:
l|OLY CROSS I|\|ERGY
UIIIITY IPPNOVAL & VERIFIC{NOT{
ilo.25i P. I p.3
Dete
a
E
+ r.r. €br_r*t-td(8-111, ---t I
1. If Un uulty approval &, verifi6tl0n fom has rhnaurcs f|!m each of ttn uufy ornanie, ard no comments are made dire(dy
on tha tbnn, or no edion ls taHgr wnhin 2 rveelc' of tha t UtrVr rEcdpt of tre fem li|t|lort rogldnrum tt|c Tgtl/|l wlll prEsltm€
drrt drarc rnr no prcbllms and the dardopment gr procced.
z If r udity comparry h.' onqns rdth Ur. prqorcd or$udon, U|e r.tdty rtpf.s.ntflv€ CnI note dlr€csy on tte utllity
\slfiedm fbrm that th$r lr r foblern rrtddr n cds tp be rcelwd. Thc bsrc d|ouH th€n bc de(.ilcd ln .n ttbdred |€ter to the
Town of Valt. l{o$,!v.r, phEse l(aep &| m|nd [Bt lt ls tt rqorr'lbfllty of En utilty cDmpEny .nd tfie appficant to ttsolv€
ktanffird plDblomt'
3. TtE wlficdo|B do not m[e\ro Ura contra@r of ItrG ..spodbillty b oHrin . PuDllc W.y Psmlt ltorn ttla Departsnent of
fubftc wods at t,lc Tbrvn of \ttl.in a'|y FJUk glrt{(-$,ay tr eas.ment
wi${n the Town of vdf,.
4. The Devdoper is rcqrircd id ag|tE 6 b srbmlt arry atrirvhgE b tfii u0Uas br r}|9to€l & tt-rrcrlfiotlon if thc
subrflted pLns arc alhrcd hr eny r,6y afrlr ttr€ authorirld ritnatun d.b (unlGss ot'lety{Fe rpedfi@Iy noterl wit rin t}|€ comment
area d tft's furm).
rot rccrcss:@ *uruoo, :bra AaaJ, lErt t' tt\ t"t*,J-+l1 sga Q
Arthorizcd Shn.&rrt Cornrn:nts
El QwEr 970.{68.68@(ts1) '970.458.0572{fax)
6rlbcts: Sam Tootsy
sarnNtel.todd6!!4$fi4
xcELtlGH PRESSilTRI G rt
9m,267.4076 (t t)
970.458.1.101 (lbx)
@riltct Rich gsnerG
richad-sisnff piolcetencmr.(rrm
HOLY CROSS EI|ERCIY
9m.9+7.tr?5(d)
970.945..1081 (lb,O
ConEct lor Vrsn
lv.oofiOhofirql83.aotn
xctttlttRcY
970.252403E (fu)
e70.262.4024 (teD
Contaais:
Kft Bogcrt
Ka$rvn, B&eTIOXCEIJNERGY-g|Q
EAGT.E Rn ER WA'ER e
SAJ|IITATION DISTnICT
97\1.476.7100 (tsr),
97u.{76.4069 (fax)
Conbcu H tbshe
tta3tcr6glrsd.org
CO|||CAST CAILE
970.41E E:!48 (t l)
970.949.9138 (lb()
CmtrG Dtvid Et6ns
devld ew4sdceHr.comFa*"€9tr
ItOtESr
Devdopc/s Sir3n.h$e *fte
t-z5'aoo'l
tJG. 24. 2007- 0: 0lAtrt-llotY cRoss EllER0 25r.-P 2
tr
/./
E
tr
T {T
=('!
t
2a
-?R t=
h(i v
eEl d-.
:?
=>--
o z
r;I lNl
L:J
F \3
gl
{
o
19
1l
l9 o o
l;]lrrl
l!. I
\!
Rug 23 07 O5: 23p
Fax Cover Sheet
Drte:
To:
Fax:
Froc
Re:
August23,2@7
9rnr Tootcy
Qwest
97ct]f,E_cf,72
-'-
ts"
Ptux
erP2nston arca
POBut492
Vail,CQ Et6S6
f d to300000'32 '-r|tlaa.a 'Lalaa ?a
ndubois@annet
2@- Ja ltltv < llj)
tel. 970-47L7J97
fax: 970-476-0077
If yot heve eay questions or uould edditooal infomratioo, plersc do not hccitetc ro conrlct mc.?Leot you for your timc oo rhir mattct,
Tom Du Bois
T'-r
lkgl,-*tZCbtis tenseo Duplex
3996 Lupiae Dtiwe
Varl, Colorado
*'.n -G\rel
QwerT I
Qzo- +te-tgi o
p.r
rhqrrcRDuBoir]D
3 p"CF(r) iocluding cover
a-- t Good nrorniog Srm,Att ched is . reduccd sitc plea fot e proposcd additioo to an crlstiog duplex in Eest VeiI
ff;f.fiix"1";f :,:i3"#:*lJ*T5:-t-I-T'.cxist,prcesereturnthea6lchcd66',,ba.k to oc epproved * ;;;I;;;t""ffi 1"
tr aoac cxisg plcase ret'rn the attr
epansi,on arca gL q, ..x'wa cascEctlts of aay tind ia thc ptopo-scd
ffior"hirecrs
aaaaaaaataaraaaaaa
raao rclJ
Rug 23 O? O5:23p P.?
UTILITY APPROVAL & VERIFICATTON
This form serues to veriry that the p.oposed improvemerits. wil not im.pact any eriding or pfopGed utility seMc6, ard also b verifo service arailabifiV and focatm fur ncn ordruct'm atra ocrrto uc *,il " *nl-"*tiiitrUr pregaring rcur utitity plan and scheduling iEtalation$ ,t *e {raln{-u!!g gidirq 6an, noot_41 and eteratbni, shal b€ *bmft.d b the fiororying utitities for approual and verifrcation. ptuse ruoiv-up roi weexs roR AppR(wAL oR oo]rHErrs FRoir rHE urrury cottlPA[lrEs' If you are unabte to obtah co.nrerg *ffin irtit timefiame prease co"uJ riie Torvn of va1.
Dcvelow to Ptorrde totA&rw Information:
Arthorkcd Sionature
5l QwEsr
970.468.6860(tet)
970.{68.06-/2(fax)
Cmtads: Sam Tmtey
samUd.toolerr@west om
xcELt[6H pussum e.lb
970.262.{076 (bt)
970.468.1401 (hx)
Conbct: Rich Sisn€ros
richa rd.sisnerps@xcelenerqy. com
1' lf the dilly approvat & verificatbn form has siqn*ures fion cach { F- utlitv -rnpanjes, anc. no ornments at! made dredy oo the brm, d no xtion b takar wihin 2 weeks d un utilVs recdpt d tte ffi fttil
"et"hauon ttre Torvn wi1 prcjurE thatthse are no foblcnrs and the dareloprnent can p.*uC 2' tf a uehty cbmpany has concems *ttt oe p.opiro con*rqio! thc uuity reFesent ti\e $all noe diedly on drc utiry t€ificb'on form ttrat tficre is a prodem wnarr nieaL to teieor,r.a. itn a.,re *,o,ri d,'u. a.tarca h an atbched ktter b the l}[rg[h"*f'*t, pt€ase keep m mhd th.t ii c tnc 'e+c'sutv of un u*rv'fr,p.ny ard the appticant o resorye
3. Thcs€ \sificattons do not rdlerc- the contrrbr of the Gsporisitflty to obtain a fublic Way permtt ftorn thc Department o,tuHk worts at thc ro*n ot vai-_tltittw lt-ga*irs mrst tJinaln& !cior+- idili iilnv prort ;grreor-way or easemerr ii[Ei,&1"S,"+- ;;:subrnitt€d dans are altercd in any way atcr cr arurorizeolqrsfu€ arte (unless otherwise specificilly noted nilftin tie comfiEnt area of this frorm). r-'--< vuE''r'Js i'
Dq/elope/s Slgnaurc
a d uoLoooo.)t2'otata9.a 1-25-2n t Iecl.t Jlt^_t ts laaa roll
LotAddnss'3ggl' L$flL . vh\ . rD suurvroon,haAoaJ, lEr,r,Jllot#: ) , Br '*y a
Co.nmGnts Dab
Cf€IE Acqoa Ptao
{Crav rcE (4s1€ \t^rFir[.{^J
. not-Y cRoss EIT|ERGY
970.947l,425 (td)
970.945.{081 (f&()
contact: Jeff vroom
ivrmrn@ho|vcross.com
XCET EilENEY
970.252.i038 (fax)
970.262.4024 (tel)
Contads:
Kit Bogeft
Kathrvn. Boaert@XG-ENERGy.com
EAGLE Rn/EN, WATER &
sAt{rTArroil orsrrrcr
97O.476.74Ut (tA)
9ru.476.4089 (fax)
Conbct: Fred Haslee
fhasle@cnissd.oro
@HOTSTCABLE
e70.418,8248 (t€l)
970-9,#t.9138 (fax)
Contacf David Evans
david a/ansocabb.comcast.orn
T{OTES:
'Laaalsaa 26iz j- l|ny < rldt
Oate
JOINT PROPERTY OWNER
WRITTEN APPROVAL TETTER
I, (print name), a joint owner of property located at
provide this letter as written approval of the plans dated \rlE2t ,Zoo7
which have been submitted to the Town of Vail Community Development Department for the
proposed improvements to be completed at the address noted above. I understand that the
proposed improvements include:
- mrJc n\Lr rqlr \r ,i,nrJ6r ,llrJAr.,r\" t Ro.eF,J6, Tn Ror* -
pqpLLyF6, Apq& 6fcF Tr , UJrt, Fr'Lrrctfr*lq/
(Signature)
4 a/ot
(Date)
Rqr ,.[.
,F
I N tTttL
Additionally, please check the statement below which is most applicable to you:
D I underctand that minor modiftcations may be made to the plans over the cource of the
rcview process to ensure compliance with the Townb applicable codes and regulations.
(lnilial here)
I request that all modifiations, minor or otherwise, which are made to the plans over the
cource of the review process, be brought to my attention by the applicant for additional approval
before undergoing further review by the Town.
'OII{T
PROPERTY OWI{ER
WRITTE]I APPROVAT LETTER
t,(printname) F[r-6 CiRE$,r\J .ajointownerofprop€rtylocatedat
-q?gtn Lafl,t ,VA,L,(o .providethis
letter as written approval of the plans dated JqL: 2.1,00? which have been
submitted to the Town of Vail Community DevelopnEnt Department for tf|e proposed improvemenb to be
completed at the address noted above. I understand that the proposed improvements include:
Addltionally, please check th€ statem€nt below which is most applicable to you:
D I rqt d that all mdifrcatiotts, mirnr or othowix, tvtridt are nade b tlle plans over tlte a ue
of tlrc review prrcs, fu brought to ny attent'on by the appliant for addilbnal approyal fubre
mdergoitg furdnr rcview by the Town.
//nfub/lere)
,/brrrf p.aFtry a*aer /ener nved,/A/&206 Er
F:\cdev\FoRMs\Permits\Phnnlng\DRB\drb_conceptual*10-18-2006doc Pag€ 3 of 4 Lrl23l20[5
(' I
Arncriern Liand Tirte Alsocialion Commirmcrrt - lvlodiftcd 3/7E
COMMITMENT FOR TITLE INSTJRANCE ISSUED BY
STEWAR
GUARANTY
T TITLE
COF{PANY
STEWART TITLE GUARANTY COMPAI',{Y, A Texas Corporation, herein called the company, for
valuable consideration, hereby commits to issue its policy or policics of title insurance, as identified in
Scheclule A, in favor of the pmposed lnsurorJ named in Schedule A, as owner or mortgag6c of the estale
or ilerest covered hereby in the land describcd or referred to in Schcdule A, upon payment of the
prerniums alrl charges theref{ir; all subject to the provisions of Scbedules A and B and to the Conditions
and Stipulations hermf.
This Commirment shalt be effcctive only when the identity of the proposed Insurcd and the amount of
rhe policy or policies committed for bave been inserted in Schedule A hereof by the Company, either
at the ume of the issuance of this Commitrnent or by subsequent endorsenent
This (lommimenr is preliminary to rbe issuance of such policy or pol.icies of tille insurance and all
liabiliry and obligations hcreunder shall cease and terminais six months after the effective date hereof
or when thepolicy or policies committed for shall issue, whichever first orcurs, provided that the
failure to issue such policy ot policies is not the fault of the Company.
Signed under seal for rhu Company, but this Commitment shall not be valid or binding until it bears an
audrorized Countersignature.
IN WITNESS WHEREOF, Srewart Title Guaranty company has causod its corporate nane and seal to
be hereunto affixed by its duly authorized officers on the date shown in Schedule A
TEWART TI
OUARANTY COIvIPANY
TLE
ABC
CDEF
Chairman of the
I JK{6xn1p15 i 91p6;
Soard President
DEF
A!
A3tttgpr ized Counters jgnatu re
STEWART TITLE OF VAIL. INC.
P.O. Bor 2000
Vail, Cotoredo tl65E
(970) 1'2 ffi230
otr.lor No. 03033347
SCTIEDULE A
Order Number: 03033347
l. Effective dirte: tlarch 05, 2003 at 7:45 A.!t.
2. Policy or Policies to be issued: Amount of lnsurance
(a) A.L.T.A. Owner's (ExteDd€d) $ 700.000.00
Proposed Insured:
VTICEIT C. SKANAJUITSKT AAd EEIDI IAtrtrEMANU
SKINAi'UNSKI
(b) A.L.T.A. Loan (staldard)
Proposed Insured:
IO BE DETERIiIIIIED
(c) Linsehold
Proposed llsured:
$ 5oo, ooo. oo
3. The estate or interest in the land'described or referrcd to in this Commitment and covered herein is
fee ainple
4. Titleto the fee Biiriplb estate or interest in said'land is at the effectivp date hereof vested in:
BARBARA CERI{AN
5. The latrd referred to in this eommitment is described as follows:
SEE Af;TACIED I.EGAL DESCRIPIION
Pitrport€d Aililtess:
39968 Lupiae Drive
vail, co 8165?
STATEMENT OF CHARGES
Tbesc charges are due and payablo before a
Policy can be issued,
PRE!{IT'U SIORI TERM
OWNEFS: 51290.00
IIORT€ACE: 140.00
rAX CERIr 20.00
forn ll0.l 50.00
SCIIEDULE B
Section I
Order Number: 03033347
REQUIREMENTS
The following are tle requiremeuls to be complied with:
Itenr (a) Payment lo or for the account of the graulors or mortgagoa of the full cottsidenation for lhe estate or
interest to be insured.
Item (b) Proper instrument(s) creating the estate or inte est to be irsured must be executed and duly filed for
record, to wit:
l. Evidence satisfactory to stewart title Guaranty coEPany of paymeDt of alL
outstandiDg taxes and assessments as certified by the Eagle county Treasurer.
2, Execution of affidavit as to Debts and Liens anal its retrrrn to Stewart litLe
Guaratrty Company.
3. rhe Cohpany requires for its review a satisfActory affidhvit executeal by the
orrner of the lard stating that there have been no iraProvements on the land
lincluding fences or other strnctures) since the date of the prior survey. If
the survey reveal,s any encroachnents, overlaps, boundary line disputes. or
other adverse matters, they may aPPear as excePtlons in tbe Poll'cy.
4. Evidence satlsfactory to Stelrart lltle cuaranty Cornpany that the real estate
transfer tax assessed by the fown of Vail has been pald or that the transactioD
is exenpt f,rom said tax.
5. Release by the public trustee of Eagle County of the Deed of lrust fron l'larion
M. lfoolie and Teresa C' Woolie for tbe use of Chase ]'laDhattan MoEtgage
corporation to sicure s2oo.ooo.o0, dated February 20. 1998 recorded t'Jtarcb 4.
1998 ae Receptiol No. 648849.
6, Deeal from Barbara Cernan, vesting f€e sinple title in Vincent C, Skarajunsky
and xeidi Hannemann Skaraj unskY.
NOTEI NOTAIION'OF TIIE LEGAL ADDRESS OF THE GRANTEE MUST APPEAR ON TTE DEED AS
pER 1976 AMENDMENT TO STATUTE ON RECORDTI{G OF DEEDS CRS 38-35-109 (2).
7; Deeat of trust fron the Borrorder to tbe Publlc Truetee fpr the use of the
proposed lender to secure the loan.
I
Atn.trlcln lind Tltl. Atloclltlon C€'nrnhrncnt ' Modllld 10/?3
COMMITMENT FOR TITLE INSURANCE
ISSUED BY
STE\^IAR.T TITLE
GIIARANTY COlt{PANY
STEWART TITLE GUARANTY CO A Texas h*ein called the ComPanY, for
valuable consideration, hereby co tlge insurance, as identified in
Schedule A, in favor of the Pro
or interest covered hPrebY in
premiums and charges therefor;
or mortgagee of the estate
A, upon payment of the
A anil,B and to the Condltiong
and Stipulations hereof.
This Commirment shall be proposd lnsured andthe amount
of the policy or policis A hereof by rhe ComPanY,
either at the time of the isguance uent endorsement.
This Commitment is preliminary or policies of title insrrance and all
liability and obligations hereunder after the effective date hereof
or when the policy or plicios first occurt provided thet the
- This Commitment shall not be failure to issue such pol\ybr Pol
valid or binding until coudlgsigned
IN WITNESS WHEREOF, t atment to be signed and ssaled, to
becorne valid when cou ntersag of the ComPanY, all in accordance
with its By-Laws This Commitment is in Schedule ,A as "Effective Date."
ST WlZr"*a
president
etuirmin oilhi Soard
Coe ntanir^rd by:
Soatirl qt (onn't
se',!l No. C.l60l . .L6 427 L
165 20M 3/aa
a1ar7l. t.'le'f t .l7 . .Tr acc.f ,o'l t7'l
tW/tE
Otder Number:
4s4+-V
1, Efl€.rive dstri
2. hfiryo.Potici€sb€e&bgEDer 07, 1988
A" ALTA Own€.3 Polkl
F]9pcsgd lnsursd:
CECIL }I. CTIRISTEN5HI
B. ALTA Loan ttiq,
Progoscd Inartcd:
COI,ONIAL SAVINGS
AgSOCIATTON
At 8:00 A.Arrcatrl ol |tisuranco
t 270, ooo. oo
, Tax Cert.
$
Al{D LOAN ASSOCIAIION AND I'NITED S:rAIES
SCHEDULE A
Commlunenl llunber:
Prenlulr
$785.00
5, 00
3.Th63$atcolhletegi^tl|olatddtrqbdo'?efc'?€dtohthi5comfittn'nl^rtdra'€'€d?seinbl€e6imd'rMtiielho''toiertthqcf'clfi,DdiLtu'"ol
Ert€d in;
a. fh. lE d .'lc(tcd to in fiis co'tltt t|tt'd is (b"tt'd G ldlolttg:
ITNIT A AIID A
"
I'NDMDD ItflREST IN COt'll{oN PARCEL C'
VArL-TEX DITPLE('
A Resubdivrs#n'of Lot I' llo:lt 2 Pighorn Subdtvision'
Flrsb Ad.ditlon, according to tfre-piii recordcd-llovneber 9' 1983
in Book 377 at Page 554 a-" neceptii" t:t 26827-\: and as deflned
and described in ihe Iowrrhouse-beclaration recorded November 9t
1983 in Boon'eii "i-ri" 553 ag Receptlon No. 278870.
COU}fIY OF ETGT.E
sTAlt oF col,oneDo
FoRQI'ESTIoNSREGAnDINGTttlscot{MIr|{EMtPt.ELgECAI,LLINDAHILLIAHS
aT 303-9{9-1011.
SIEI'iIART TIILE OF EAGLE COI'IITY
P.0. Box 1248
verr,, coLoRADo 81.658
sEgrEllBER 26' L988 ic, tNrrED sAvrNcs e LoN{
C. CHRISIENSEII
REO PROPERIIES
BRAI{IDUS CA}IDUS
B. O 'T{EILL
SAE\WARTTTTLE
cuaf^lf Tt collaxY
r8s2 (?5M 31061
P.gc 2
ii1'7a-a2a'F'f t ?7 . t.l oEc "f lf7'f t2 f
].
2.
3.
4.
llequiremenit
The lollowing are lhe roqu'rernenls lo bc comPtied ivith:
tl€m(a)Paymentloorto'thoacgounlollheo'anlorsolmortgagorsol|helullcon3idolatiooloitheeslateo'inlarest
b be insuted.
|tem(b)P'operinstru'ned(s)cleating|heealgo'intergsllobei^su'odmuslbe€rgcuted.nd(fu|y|i|ed|o''ocord.
to wil:
E'ecution of affldavlt as to Debts and Liens and its return to
Stesaart Tltle GuarantY CouPanY'
Execut'ion of Certiflcetion - EItlltZ Transferor/Indlvldua}
ffil#;;t-l"i-ii"-ieturn to thls office'
Evidence satiafeetory -to gterlal!-Tltle Guaranty ConPeny that
the real estete tianifer tarc assessed Dy the-Tbwn of'Vell has
been pa1d, or trrat'[ii!-;;";;;";ion is erenpt froa gald ta:t'
Deed frou vested otfilerr Y999-1g fec sinpl'E tltle 1n
purchaser(st. Nor;; ioieiroi oF $E lloci"r' N)DRE-ss-oF TUE
-cnerrrm ussr APPE;R ;N-TIG iiP-q-"o 1e76 N{ENDHErrr 1'0
saATuIE oN REcoRDiiic--iin-iirms 73 cRs 383510e (2)'
Oral€t Number;
4344-V
SCHEOULEE-Scctiont
Commirmenl Nutnbac
BTE\fART TITLE
GUAIATTT COI'/rf,Y !653 (25M 31861 Pags 3
nn7c77ctrr t T7 : TT qF,F,f lql /7.1
Order Number:4344-V
The policy or Policiss to be
salisfacrion of the company:
SCHEDULEE-S€ctbna
Erceplions
Codrmiulrenl Numbcr:
issucd will contain exceptioris to the lollou/ing unless the sam€ a/e disposed ol ro the
See continuetlon Page
aro hereby omined.
1'Rightsolc|aimsofgariiesinpossessionnotshownbythepub|i'reco(ds,
2. EJse.nenrs. or clarms of easements' nol shown by the public recotds'
3'Discr€pancies.corrf|iclsinboundary|ines,sho(ageinsrgg'encfoachmlts.aldanyfac|s$,hichacor'ecl
survey and inspeaion J tne premises wourd disclos€ and which are not shown by ths public lecDtds'
4'Any|ien.orrqntloa|ien.lotservices'raborormateria|hEleloloreorhgreafierfurnished.imposedbylaw
and not Shown by ths Public r€cords .
5'oelecls.||ens.encumbrances.aogersec|aimso/otherma[e's'i|eny,c'ealed,'i'stappealinginthepub|ic
rocords ot aiachrng subsequent to the etledive dale heteot but grior lo the dale the propos€d insured acquires
o1 record for value-lhe e,t"i" o' inlerest o( mottgage ther@n cove/ed by th'ls Commrtmenl'
6. Any and e11 unPaid taxes end assessnents and any unredeeaed
tax gales
7. Ttle ef,fect of lneluslons ln any generel or specifle Gteter
conservancy' fi;;-;;oiectton' loir con=trvatton or otlrer
dlsErtct or rnciusion 1n any water sejrvice or street
imProvenent Eree'
8. Rlgtrt of Proprlebor of e veln or lod'e to ertract and reDove his
ore gheref."t "fi"fa-iht ""t" be found to penetrete or
lntergect tne lierllses qq reserved' 1n Unlt'd States Pabent
recorded rott""ili-iil-rgig-in aoor 123 at Page 625'
9. Ten Percent non-Particfpatlng royalty Ln and to proceeds
d,erived rrot tiie'Iiit-ti-iin6rari' o-f s'hatsoever klnd and
nature, proau..i l"i-rin.a rron'itre said prernises, a6 reserved
to cusr Xrantr;Es I.a-S"i-,L xfaifipei-1f- ftt"tt,-ent recorded
t{ovneber 2, :sli- ii"ioii-rEi "i pasi 40?' and any and arr
;;;;fr;;"ai trrereor or lnterests thereln'
l0'rerus,condltions,pbligatlons-andregbrictlon!?scontalnedln protectirr co*rlniitl-reioro"a oecenler 20, L96Z in Book 174 at
page 403 "" n"Iiriiiin-i"l-gees5-"rd Aoendncnt to Declaration of
Protectlve cotten-anis for parts-oi Lot 20' Blglrorn Su'billvision
and for niqnori"ir;;diviirbn'--ri'ist raartion recorded in Book
1?5 at paEe g3"al-nEc.pti"n No. 97255 and ln Eook I75 at Page
af "" RecePtton No' 97387'
1I. Eaeeuent for constructlon a1d-nalntenancc of gas dletribution
sysreu tr, ro.i!"];';i;h;;"-S'laivrsion as disilosed Dv docunent
recorded euguJl ii,-igss ln Book I9O at Pege 405 as Reception
No. I0I9l4.
12, Uttllty and dralnage-easenentg.es shotnt and reserved on the --' ;i;t-.? Bighorn sriaivisron' Flrst Aildltion'
ExoePtions nurnbeled
t65. €5rt I l/871
STE\WART TITI-E
. GUAI'AXIY coLlatl I
"lli ra1r, | \tn H-:r-r"lJ vJgl
Page 4
rtn7c77cc'f t 17 1r1 At(l /O7 t7f
Ord6r Numhr:
43tr4-v
"' ff::::l:,:i"9:.:'#il"ililll?t!: 53:I iu:i;:ti:::l:'Iv 12'5
feer of rot r"iigilorn -suba{v1"il"l'}1."}aeo_septenber r0' 1979
ln Eook zgo at"ilg!'iizi-""-ntcePtion No' L87224'
14. Tcrns' conditions, t9:tll:llogr and stipulatio!: t" contained
in Tor"rnhouge Decraratl'on adn eir6-wii1^-lgreenent' recorded
llovenber g,
'-6;i'i"-s"o-k
lzz "i-iist s53 ig Reception No'
26S970,
15. Easeuents' restrictions-and rights-of-ways as sbotrt on the plab
recorded*o'iii..i.s.-iia3ina#i-giz"cP.ge554asReceptIon
No.258871.
CONTINUATION SHEET
SCHEDULE-
B-Section 2 Commltment Numbgn
STE\SAR.TTTIT,E
C UATAF?Y COXI NY
PEge
-
dr taM {rls
?7 | it 6aa a talf t?i
7101 West Yale
Avenue, No. 601
Denvet Colorado 80227
303-986-6658
R. J. lrish
Consulting Engineering
Geologist, Inc.
August 14, 1996
Mr. Eric Johnson,
Architect
1000 Lionsridge Loop
Vail, CO 8'1657
Re: Engineering Geologic Hazard study, Two.story Addition, cecil christensen property,
3996 Lupine Drive, East Vail, Colorado.
Job No. 413(289)
Dear Mr. Johnson:
As requested, the undersigned conducted an engineering geologic reconnaissance ofthe
cecil christensen property and vicinity, in East Vair, cororado. The property, at 3996
Lupine Drive, is Lot l, Block z of the Bighorn First Addition (sE.t/4NE,t/4sE: /4 NEl/4.Sec'1l,T'5S-,R.80W'). Thatlotliesatthefootofthenortheastern-facingslopeofthe
northwest-trending Gore Creek Valley about 4 miles east-southeast of the town of Vail and
across the floor of the valley from Interstate l-70, in Eagle County. A backslope cut about 3
feet high borders a level pad excavated for the duplex building. I understand a 2-story
addition, the lower floor of 200 square feet, the upper of 150 square feet, is to be built on a
foundation already constructed contiguously to the southeastem unit of the duplex on the
uphill side. The ground around the duplex would not be disturbed by additional cuts or fills;
and the ground water regime, consequently, would not be disturbed by this planned
construction.
The ground upslope from the buirding curves from about a 3: l srope to about a 1.5: 1
slope within about 100 feet of the backwall of the building, and rises to two bluffs of bed-
rock, one about 200 feet in elevation above the property, the other about 400 feet in eleva-tion. Down slope from the building, the floor of the valley slopes gently but with some topo.
graphic hummockiness to the northwest-trending channel of Gore Creek, located about 225
feet northeast of the property.
My objectives have been 1.) to generally outline geologic conditions pertinent to the
property; 2.) to evaluate the probable impact ofthose conditions on the planned construc-
tion; and 3.) conversely, to assess the probable impact of the planned construction activities
on the natural geologic conditions, with particular reference to geologic hazards such as
Consultant to Designers, Contractors, Planners
R. J. lrish
Consulting Engineering
Geologist, Inc.
landslides, debris flows, avalanches, and rock falls.
Sedimentary rock strata of the Pennsylvannian-age (about 280 to 320 million years
ago) Minturn Formation constitute bedrock beneath the floor of the valley and its south-
western slope. These strata include sandstone, siltstone, and shale mainly, but also a few
thin to thick limestone beds. They appear to strike eastward and to dip a few degrees south-
ward, thus into the ridge slope. The Christensen property, at about El. 8400 feet, lies at the
topographic transition of the steep valley slope to the relatively flat valley floor. The ridge
peaks at about El. I 1,020 feet about mile to the southwest, thus the ridge slope averages
about 2: l. That average is somewhat deceptive, however, because the slope above the
property is disrupted by 3 near-vertical bluffs of bedrock about 200 feet, 400 feet and
2000 feet in elevation above the property. The lowest bluff is about 20 to 30 feet high, the
middle bluff is about 60 to 75 feet high, and the upper bluff appears to be about 50 feet
high. Otherwise, the bedrock units are blanketed by residual soils and soils derived as
slopewash and debris flows estimated to range from a few inches to several tens of feet thick.
The soils support a dense groMh of aspen from the floor of the valley up to the first rock-
faced bluff, but primarily evergreens above that first bluff. These bluffs are faced by thick
to very thick-bedded, fine to coarse-grained arkosic sandstones separated by seams and thin
beds of sandy shale. Several boulders with maximum exposed dimensions on the order of 5
to 8 feet are scattered on the slopewash apron below the lowermost bluff. They are partly
buried in the soils. Most of these are composed either of limestone or of sandstone, thus
were derived locally, but a few are composed of granitic rock, thus are erratics. That is to
say, they were dropped from one or more of the glaciers that occupied the Gore Creek Valley
during the 2 million year long lce-Age, which ended in the valley about 10,000 years ago.
Two potential geologic hazards are evident on and upslope from the Christensen property.
The duplex, with its planned addition, occupies a sector of 2 coalesced debris fans; and the
blocks of sandstone strewn acrossthat fan and the adjacent slopewash and residual soils,
which together form a topographic apron down slope from the lowermost rock bluff,
evidence a rock-fall hazard. The risk associated with either hazard has 2 components: the
recurrence rate (that is, how often the event occurs) and the magnitude of the occurrence.
Either component can be evaluated and estimated only in empirical terms-- low, medium,
and high-because the state of the engineering geologic practice does not permit a quantified,
objective analysis, only an empirical, subjective assessment based on the geologist's
education and experience.
The 2 debris fans were debouched from two ravines, one immediately to the east of the
property, the other almost directly upslope. The former is a few tens of feet deep and quite
R. J. lrish
Consulting Engineering
Geologist, lnc.
narrow, and heads about 1400 feet in elevation above the floor of the valley. The latter is
quite shallow and heads in the lowermost rock bluff only about 200 feet in elevation upslope
from the valley floor. Both ravines have densely forested side slopes, and the coalesced
debris fans, aggregating about 900 feet wide across the toe, similarly are densely forested.
Some of the trees are as much as | 8 inches to 2 feet in diameter, thus the most recent debris
flow event of significant size appears to have been no earlier than several hundred years ago
and may have occurred many hundred to several thousand years ago. In fact, significant
debris flow activity for both appears to be essentially precluded by the dense vegetation that
covers the slopes from which the rock debris would be derived during any intense rainfall
or snowmelt. Consequently, I believe the risk of a debris flow debouching from either
ravine to be low, and the risk of a recurrence of a debris flow large enough to damage the
building or its planned addition on the Christensen property to be low likewise. water
carrying a small amount of rock debris, however, probably is at least an annual event, and
probably an event repeated several times a year. For those, the water would be the
problem, not the rock debris they carry.
The recurrence time for rock-falls from any of the 3 rock-faced bluffs that overlook the
property appears to be long. No fresh scars evidencing recent detachments of rock from the
two lower bluffs were observed across either the lower or middle bluffs, and all of the large
blocks on the soil aprons below are buried at least several feet, thus settled at their sites a
long time ago. Still, some of the layers of rock on the face of the middle bluff have been
undercut by the loss of some of the rock below, and are cantilevered out of the bluff face.
In any event, cobbles and small boulders of rock that might fall from either rock-faced
bluff should be trapped by the trees and dense brush. Only very large rock blocks might be
able to crash through those vegetation barriers. The risk of that magnitude of a rock fall, I
believe, is no more than medium for the life of the christensen duplex and the planned
addition. The uppermost rock bluff, almost a mile from the property, is too far removed
geographically to constitute a realistic source of rock-falls that could reach the bottom of
the valley through almost a mile of dense forest.
otherwise, geologic conditions pertinent to the christensen property appear to be
benign. The aspen-forested slope to the base of the lower bluff above the propeny appears
to be free of landslides, and the ground between the lower and middle bluff and above that
middle bluff is densely forested with evergreens, thus unlikely to be unstable (unless
disturbed) or to harbor existing landslides. An avalanche hazard is not evidenced.
So long as the natural ground sta'bility is not significantly disturbed by large cuts or
fills, or impoundments of natural drainage-and these are not ptanned as a part of, or likely
R. J. lrish
Consulting Engineering
Geologist, lnc.
to result from construction of the planned Z'story addition contiguous to the existing
structurF-the planned construction activity would have no impact on site geologic
conditions on this or the neighboring property, and could not generate any new geologic
hazards or trigger any existing hazards. consequently, that building activity, in my
opinion, will not increase the geology-related hazard to other properties or structures, or
to public buildings, roads, streets, right-of-way, easements, utilities, or facilities.
I have appreciated the opportunity to work with you on this project. lf you have any
question, please feel free to call.
Consulting Engineering Geologist
7101 West Yale
Avenue. No. 601
Denver, Colorado 80227
303-986-6658
R. J. lrish
Consulting Engineering
Geologist, Inc.
November 1,2005
ERIC JOHNSON, ARCHITECT, P. C.
P. O. Box 2088
Vail, Co 81658
Attn.. Mr. Eric Johnson
Re: Engineering Geologic Hazard Investigation, Re-Grading, Backyard of Christiansen
Residence. 3996 Luoine Drive, Vail, Colorado.
Job No. 616(289)
Gentlemen:
As requested by your Mr. Eric Johnson, we have reviewed the re-grading plans for
the backyard of the Christensen residence at 3996 Lupine Drive in the East Vail area,
Colorado. We were commissioned by Mr. Johnson to advise on the geologic hazard risk
of the planned re-grading. This re-grading involves the re-sloping of 2 grassed areas in
the back yard, one across the eastern third of the back yard, the other across the
western third. Each of those areas to be regraded is about 100 feet long (east to west)
by 25 to 30 feet wide. The grassy yard in both areas currently slopes toward the house
at about 4'.1 (horiz. to vert.). The re-graded and re-vegetated areas would be cut to a
slope of 2.5: 1 in alluvial sandy to gravelly soils. These are expected to be no more than
moist to the depths excavated. The maximum elevation difference between the tops and
bottoms of the 2 regraded slopes would be about 4 feet, and the maximum depth of the
cuts would be about 5 feet. The top lips of the cut slopes and the bases of those slopes
are to be about 20 feet apart (i. e., cut slopes of 2.5'.1, horiz. to vert.).
The alluvial sandy to gravelly soils across the faces of the 2 cuts should not be
destabilized by the excavation and re-grading process, and should be stable indefinitely
thereafter. Moreover, the excavation and re-grading process should not create ground
instability or other potential geologic hazards or trigger geologic hazards that may be
associated with neighboring lots, public buildings, roads, streets, rights-of-way,
easements, utilities, or facilities.
We appreciate the opportunity to comment on the geologic feasibility of the
proposed re-grading plan for the Christensen property. lf you have any questions, or
would like to discuss any aspects of our report, please call.
Yours truly,
3cc. sent
Consultant lo 0esrgners, Contractors, Planners
I
,\il
iirl\|
'' l,,J\'I
'; , il\l
WEST IJNIT
EXISTING
TYEST t]MT
EXISTING
PROPOSED
STONE & SIDING
E=-=-=-_1
Zone Check
7 ,a{
Filing ErtiWlJ
Date:
Legal description:
Address
Owner 2z!.twlw.'0lt<\
Architect
Zone district
Lot size l.?0
TotalGRFA
Block
f2_
(<fZh-\g€|,.J Phone
Phone
Proposed use
Buildable area
Allow ed,,'Pts -
Exi sti n o
li / llr.e gtnranre*e*=-- +(425) (675"1=
t"-o*--enrn +(a25) (675.;=
* 675 = 425 credit plus 250 addition
Does this request involve a 250 Addition? lf yes, how much of the allowed 250 addition is used with this request?
Site Coverage
ls more than 60% of the site
Proposed
ffi
i{4.*Urrtt-n&.L-
Total Remaininq
ln,4 74+
r\
207,J)!,Wb) 5 4o * a?q = _b,oz-+ f,fl'l
being disturbed (per Section 12-21-14E Restrictions in Specific Zones on Excessive
Slopes)?
Height
Setbacks
Landscaping
Retaining Wall
Heights
Parking
Garage Credit
(30)(33),,
Front
Sides
Rear
zv
1s',
't A'
Minimum aO%ffi# ra,ru4+-J"6,stai..
% Proposed Slope
i\Required q
(300) (600) (e00) (1200)
Driveway F{a Ctho*te..- Permitted Slope
Complies with TOV Lighting Ordinance
Are finished grades less than 2:1 (50o/o)
Environmental/Hazards
o/o
Yes
Yes
, .No t\@ Uzr*c\rq4- pml
No
1) Percent Slope (< > 30o/o)
2) Floodplain
3) Wetlands
4) Water Course Setback (30) (50)
5) Geologic Hazards
a) Snow Avalanche
b) Rockfall {
c) Debris Flow
Previous conditions of approval
ls the Property non-conforming?
(check property file):
Describe:
-r"4**-)
(punorfiepun) seRltttn
salEuy epeqs i uns
uo[ecuJen'o'c
sa;dures lepeleu 6urp;1ng
als lo solor.ld
uJJol uolleo4pen Iillln
(gtV) Uodei aRIt
leno:ddy opuog
saeJl pesoooJd
see.4 6u;1s1x3
qsld JooH
spIeler! / Joloc.
suollcl.rlseJ leld
secueuen.
sJoplJJoC /'Ae!n
nH3
ecedg cr11y 7 ;mer3
NVld 3dVCSONVI
elms
sNorrv^:I]:r eNtoltns
sn03NV]''l:lcsll,u tr .a
uoo'H tr
sseccv aJrl
e6e:o1g ruroug
(eper6 pue qsBcce) fpmpnuq
snlpeu 6u;u:n1
e6ereg 7 6ur>pe6
sacueJ
s;1eg 6u1u1e1eg
adolg 7 apere eUS
uorlceuuoc abaeg
seruocle8 / slceo
(,,y) s6ueq:en9 / se^e3
slcBqles
sluaurLlceoJ3U3
tttEreH 6utpt!ng
elecs
suogerela pdg
suo[ecotfitlln
sesJf
spJezBH lBlueuuoJ!^u3.
IcEqles esinoc JaleM
ugeld poog 'rI 0OL
,(qder6odol
sluauesef
eerv elqepllnS
ezls lo-l
uolldpcsap ;e6a1
NV'ld 3l-ls n
A3NUNS D
VlUe tpuorlrppB 092 .$tK-'t
VJUO
,elecs
sNV']d
lslHseqC,l,\e!^EU u6lsag
elecs
:1ca[or4
August 24,2N7
EXTERIOR FINISH SCHEDULE
STONE YENEER
o Gallegos #44 "Tumble Rico Stacked"
STONE SILL:
o ColotadoBuffSaodstone
2x6 TONGUE & GROOVE CEDAR SIDING
B Bebr #DP-367'Chamois'-Semi-Transparent Stain
2:( ROUGH-SAVN CEDARTRIM & FASCIA
o Behr #DP-318'$abls'-$6lid $tain
ALUMINUM-CI.AD WOD WINDOWS:
o Jeld-Wen Dark Buckskin'
STANDINCTSEAM METAL ROOF:
o Beridge'CopperBrown'
PO Box 1492
UeL CO 81658
morchifecrs
taaataaorlaaaaaaotrt
tel: 970-479-7387
hx:970-476M77 ndubois@att.net
ro
ea
I r\
a
=a
L-.
t-u I
I
,J:"t I
,.1
t
oi aJ tr!9'f :6 H;,i v Li \v \l/ a,n 2e I rl ir \J Y OE=>E tr.Y Q'6 G \J
i q',1 c -i F4 lY. /\ . -i l.t F{ \J R.
't .Fl .a .:>
r.tl tti v r+{R. !/
.Y a
t*,t
,-d
t
a I I
t.
',1,' .lr
p"'
t
,
t. t l.."'r ar
l1
fii'
.i
i qsi
f : (,
Y*.: - \,,r
.CJHO ZLIiS
CCQcn
,j' =F i1 I It
L
.t
I
\-.t:
I
t
t
1
f'
1
ffi ffi Effi
::$€F€.
-
E
-
I
IT
o i'i
FA
!g t3 a
:
ffi
I I
7 brF
Xm
G trl
r)
t
I I
t
J
I
I
{
I
I
..4 bI rrt
.! c/)
.Y U)(,x
X=7.4 ::<'aI
U
a)
J
LLJ
U)
>i
-
I it
:\- l'
I
O
--J o a
Z i'. r 3t1 .a (t)EV
GX
Ev
Br4hom 2rv4-, Ff (, bllo *
Design Review Board
ACTXOIII FORM
Department of Community Developrnefit
75 South Frontage Road, Vail, Cclorado 81657
tel:970.479.2139 fax:970.479.2452
web: wwvr.vailgov.com ffi{fi.H{ Y 0€!Er-Op*tEf{t
Project Name: SKARAIUNSKY RESIDENCE
Project Description:
ADDITION
Motion By:
Second By:
Vote:
Conditions:
DRB Number: DR8050632
Participantsr
OWNER SKARAIUNSI(Y, VINCENT C. &.HEI2|AU2005 Phone: 390-1432
PO BOX 1666
VAIL
co 816s8
APPUCANT SKARAJUNSKT, VINCENT C. & HEIZI 0U2005 Phone: 390-1432
PO BOX 1666
VAIL
co 81658
ProjectAddress: 3996 LUPINE DRVAIL Location: 3996 LUPINE DR. UNIT'B'
Legal Descrlptionr Lot: 1 Block: 2 Subdivision: BIGHORN SUB 1ST
Parcel Number: 2101-111-0800-2
Comments:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: 06/05/2006
Cond:8
(PLAN): 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
(PLAN): 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 diligently pursued toward completion.
Bill Gibson DRB Fee Paid: 33OO.OO Plannen
Additions-Residential or commerclal
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel 970.479,2t28 fax: 970.479.2452
web: www'vailgov'com ,*ffi
All projects requiring design review must recelve approval prior to submitting a building
refer to the submittal requirements for the particular approval that is requested, An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design rwlew approval lapses unless a building permlt ls issued and construction commences within
one year of the approval.
Description of the Request:
o
n)
8
vf
o
0t'u
\
LocationoftheProposal: Lot: -[ Block: ? Subdivision:
Physical Address:
Parcel No.: 2t@ ftll aboo>(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Mailing Address:
Name(s) of Owner(s):
Owner(s) Signature(
E-mail Address:
TVpe of_!,oview and Fee:
D )Etts llz Conceotual Review
\?/ New Construction
,/\E Minor Alteration
(MulU-Family/Commercial )
tr Minor Alteration
(Single-Family/Duplex)
tr changes to Approved Plans
tr Separation Request
For Office Use OnlY:
Fee Paid:
$s0
No Fee
$6s0
$300
$2s0
check No.:--- ay:
Plus $1.00 per square foot of total sign area.
Construction of a new building or demo/rebuild.
An addition where square footage is added to any residential or
commercial building (includes 250 additions & interior converslons).
Minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retalning walls, etc.
$20 Minor changes to buildings and site improvements, sucn as,
re-roofingr painting, window additions, landscaping, fences and
retainlng walls, etc.
$20 Revisions to plans already approved by Planning Staff or the Design
Review Board.
No Fee
7oo -7 (12
n
Go,c (-rcof l-qar{"'"s
Meeting Oate:-@-tag-ofl/
rtt
l"'
;
***t**************++tt*+++++++**+**t***********:******+t *********a*f**f+**+** *********** ****
TOWNOFVAIL, COLORADO Statement t+**+*+++++********+***+********++l+ti*******************f**************++*+++++*+*ff+*+**+*
Statement Number: R050002055 Amount: $300.00 L2/OL/2OO5O4:00 pM
Payment Method: Check
CREEK PROPERTIES
Init: iIS
Not,ation: 7172/G,Op.E
Permi t No:
Parce1 No:
Site Addrees:
Location:
This Palment:
ACCOUNT ITEM LIST:
Account Code
DR 00100003172200
DRBo5 0632
2101--111-0800-2
3995 IJUPINE DR VAIIJ
3995 IJUPINE DR. UNIT IBI
$300.00
DeEcription
T14)e: DRB - AddiEion of GRFA
DESIGN RSVIEW FEES
Total Fees:
TOI ] ALL PMIS:
Balance:
$300.00
$300.00
$0.00
Current Pmts
300.00
I0r4l\I
%ffi
UT liA]LV
Additlons-Residenual or commercial
Application for Design Review
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2128 f ax: 970.479.2452
web: www.vailgov.com
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Develbpment Department. The a.J project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. T ,
Design review approval lapses unless a building permit is issued and construction commences within \;/one year of the approval.
PhysicalAddress: 2-1C\bgUt, rzl"- Drw<- {l lLdl
Parcef No.: zl2 | ll | 0b oo2- ltontaa Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:Pvri
Name(s) of Owner(s):
Mailing Address:
Mailing Address:
lezot v
Owner(s) Signature(
o ,1
o vl
G
,t'
E-mail Address:Fax:
Type ofleview and Fee:
n 2ufr lnl Conceptual Review
Ll New Construction tr Addition
E Minor Alteration
(Multi-Family/Commercial)
E Minor Alteration
(Single-Family/Duplex)
tr Changes to Approved Plans
tr Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 Construction of a new building or demo/rebuild.
$300 An addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 Minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 Minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 Revisions to plans already approved by Planning Staff or the Design
Review Board.
No Fee
M""tins out", // - ? -6 f DRB No.;
BG
TOI4'NM
JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
I,(print * q(O ^JUf riehrly--',ajoinrownerof propertytocatedat(address/tesal
description) 39 q L L-{.r-" n- Dr , ,<-
provide this letter as written approval of the plans dated flz-l.d which have been
submitted to the Town of Vail Community Development Department for the proposed improvements to be
completed at the address noted above. I understand that the proposed improvements include:
I further undersbnd that minor modifications may be made to the plans over the course of the review process ro
ensure compliance with the Town's applicable codes and regulations,ffi
(Signature)
Cr.t ,+L
'r,' z- or
(Date)
Page 2 of L2/04128104
ADDITIONS . RESIDENTIAL OR COMMERCIAL
SUBMITTAL REQUIREMENTS
General Information:
This application is required for all proposals involving the addition of GRFA (gross residential floor
area). This includes proposals for 250 additions and interior conversions. See Title 12, Chapter
15 - Gross Residential Floor Area for specific regulations.
I. SUBMITTAL REOUIREMENTS**
All pages of Application is complete
Checklist is completed and signed
Stamped Topographic Survey*
Site and Grading Plan*
Landscaoe Plan*
Architectural Elevations* (1 set of Redlined elevations)
Exterior color and material samples and specifications.
Architectural Floor Plans* (1 set of Redlined floor plans)
Lighting Plan* and Cut-sheet(s) for proposed fixtures
Title report, including Schedules A & B to verify ownership and easements*
Photos of the existing s;te and adjacent structures, where applicable.
Written approval from a condominium association, landlord, and joint owner, if
applicable tr Site-specific Geological Hazard Report, if applicable*D The Administrator and/or DRB may require the submission of additional plans,
drawings, specifications, samples and other materials (including a model) if deemed
necessary to determine whether a project will comply with Design Guidelines or if the
intent of the proposal is not clearly indicated.
Please submit three (3) copies of the materials noted with un asterisk (*).
*xFor interior conversions with no exterior chanqes, the submittal requirements include a
complete set of existing and proposed floor plans, a title report, and written approval from a
condominium association, landlord, and joint owner, if applicable.
I have read and understand the above listed submittal requirements:
Project Name:
Contractor Signature
tJ
D
n
D
a
D
a
o
a
tr
tr
a
Date Signed
Ju
AmJ.icrn Land Trrle Assdciation Commrlmett- Modified 3/7E
COMMII'MENT I.OR TITLE INST]RANCE ISSUED BY
STEWART TITLE
GUARANTY COMPANY
STEWART TITLE GUARANTY COMPANY, A Texas Corporation, hcrein called the Cornpany, for
valuable considelalion. hereby commits to issue its policy ol policies of title insurance, as identified irt
Schedule A, in favor of rhe propostxl Insulerl nanred in Schedule A, as owner or mortgagee of the estate
or ilterest covcrcd hereby in the land dcscriberl or referred to in Schcdule A, upon paymcnt of the
premiums and cheuges therelirr: all subject to the provisions of Schedules A and B and to the Conditions
and Stipulations hereof.
Thrs Commitment shall be etlective only when tho idcntity of the proposuJ Insurcd and the amount of
the policy or policies committed for lurve been inscrtcd in Sche'dule A hereof by the Company, cither
at the ume of ttre issuance of this Commitrnent or by subsequent endorsernent.
TlIs Commitment is prcliminary to the issuance oi such policy or policies of title insurance and all
liability and obligations hercunder shall cease and tcrminate six months after thc cticctive date hereof
or when the policy or policics commined for shall issuc, wl'tichever first occurs, provided that the
failurc ttr issue such policy or policies is not the fault of the C'ontpany.
Signed undcr seal for the Company, but this Commitment shall not bc valid or binding until it bears an
authorized Countersignature.
lN WITNESS WHERIOF, Srewart Titlc Guaranty Company has causod its corporatc name and scal to
be hereunto affi,red hy its duly authorizcrJ officers on the date shown in Schedule A.
TEWART TITLE
GIJARAN'I Y ('OI{PANY
CDEF
ABC
Chd l rmdn
I JK&un ters i gned ,
ot the Bodrd Pres i dent
DEF
A!
ABtrSlpr j zPd Counters r !nature
STLWAI{I TITLL OF VA]L, INC.
P.(). tsor :000
Vail. ColurttLlu 81618
(970) 916{230
Orrlcr No. 03011317
SCIIEDULE A
Order Number: 03033307
l. Effective ditc: Marcb 05, 2003 at 7:45 A.u.
2. Policy or Policies to be issued: Atnount of hrsurance
(a) A.L,T.A, Owusr's (Extenaled) $ 700,000.00
Proposed Insured:
VrUCEllt C. SKlRAatltlISKI aDat lglDt AAUUE!{ANI
SKTRAJUNSKX
{b) A.L.T.A. Loan (standard)
Proposed Insured:
'O
AE DEIENMINED
(c) Leasehold
Proposed lnsured:
$ 5Go, o0o. oo
3. Tbe estate or interest in the land described or referred to in rhis Commitment and covered herein is
fee sinple
4. Title to the fee einple estate or interesl in said land is at the eftbctive date hereof vested in:
BANEARA CERIIAN
5. The lard referred to in this Commitment is described as foliows:
SEE ATIACXED LEGAL DESCRIPIION
Pirrported Adilresg :
39968 t uDise Daive
vail, co 8165?
STATEMENT OF CHARGES
Thesc charges are due and payable betbre a
Policy can be issued,
PREMIT'},I Sf,ORI TERI{
G{NERS: s12911,00
MORTG.ACE: 140,00
lAx CERI: 20.00
tor! 110. I 50.00
SCHLDULE B
Section l
Order Number: 0303 33 4 7
REQUIREMENTS
The following are the requirements 1o be complied with:
Item (a) Paymenf to or for the account of the grantors or morrgagors of the Illl colsideraliou lbr fte estate or
interest to be insured.
Irem (b) Proper instrument(s) creating the estate or interest to be insured must be executed and duly ltled for
rccord. tr) wit:
l' Evidence satisfactory to Steltart litle Guaranty ConPany of payroeEt of all
outstanding taxes and assessEentlt as certified by th€ Eagl€ CountY Treasurer.
2, Execution of affidavit as to Debts and Liens and its returr to stewart Title
Guaranty Company.
3. The ConpaDy requires for its review a satisfactory affidavit etcecuted by the
o$ter of the land stating that there have beel no inProveloents on the land
(including fences or other structures) sinc€ the date of the prior survey. tf
lhe survey reveals any encroachnents, overlaPs. boundary lina disPutes, or
other adverse natters, they nay appear as exceptlons ln tbe Policy.
4. Evldence satisfactory to gtetrart Title Guaranty Conpany that the reaJ. estate
transfer tax assessed by the Town of vail has been paid or that the transactioD
is exempt from eaid tax.
5, Release by the Public Trustee of Eagle CouDty of the Deed of lrust from Mario[
M. t'loolie and Teresa c, woolie for tbe use of Chase Malbattan Mortgage
Corporation to secure $200,00O.0Or dated February 2O, 1998 recorded March 4.
1998 as Reception No, 648849.
6, Deed from Barbara cernan, vesting fee siluple title in vincent c' skarajunsky
and Heidi Hannenann skaraj unsky.
NO!E: NOTATION OF AXE LEGAL ADDRESS OF THE GRANTEE MUST AIPEAR ON lIlE DEED AS
PER 1976 AI4EIIDI'IENT TO STA'UIE ON RECORDTNG OF DEEDS CRS 38-35-109 (2).
7. Deed of Trust fron the Dorrower to tbe Public lrustee for the use of tbe
proposed Iender to secure the loan.
7101 West Yale
Avenue, No. 60'1
Denver, Colorado 80227
303.986-6658
R. J. lrish
Consulting Engineering
Geologist, Inc.
November 1, 2005
ERIC JOHNSON, ARCHITECT, P. C.
P. O. Box 2088
Vail, Co 81658
Attn.: Mr. Eric Johnson
Re: Engineering Geologic Hazard Investigation, Re-Grading, Backyard of Christiansen
Residence, 3996 Lupine Drive, Vail, Golorado.
Job No. 616(289)
Gentlemen:
As requested by your Mr. Eric Johnson, we have reviewed the re-grading plans for
the backyard of the Christensen residence at 3996 Lupine Drive in the East Vail area,
Colorado. We were commissioned by Mr. Johnson to advise on the geologic hazard risk
of the planned re-grading. This re-grading involves the re-sloping of 2 grassed areas in
the back yard, one across the eastern third of the back yard, the other across the
western third. Each of those areas to be regraded is about 100 feet long (east to west)
by 25 to 30 feet wide. The grassy yard in both areas currently slopes toward the house
at about 4:1 (horiz. to vert.). The re-graded and re-vegetated areas would be cut to a
slope of 2.5.1 in alluvial sandy to gravelly soils. These are expected to be no more than
moist to the depths excavated. The maximum elevation difference between the tops and
bottoms of the 2 regraded slopes would be about 4 feet, and the maximum depth of the
cuts would be about 5 feet. The top lips of the cut slopes and the bases of those slopes
are to be about 20 feet apart (i. e., cut slopes of 2.5:1 , horiz. to vert.).
The alluvial sandy to gravelly soils across the faces of the 2 cuts should not be
destabilized by the excavation and re-grading process, and should be stable indefinitely
thereafter. Moreover, the excavation and re-grading process should not create ground
instability or other potential geologic hazards or trigger geologic hazards that may be
associated with neighboring lots, public buildings, roads, streets, rights-of-way,
easements, utilities, or facilities.
We appreciate the opportunity to comment on the geologic feasibility of the
proposed re-grading plan for the Christensen property. lf you have any questions, or
would like to discuss any aspects of our report, please call.
Consulting Engineering Geologist
3cc. sent
Yours truly,
Consultant to Desrgners. Contractors. Planners
I i
l
^ ,t.t :ultc: b/6/0c
Lcgal dcscription: Lot | _ Block
D(9D5- 'bil 4 pngor -DL7L
zoNtE CHECK
Ad drcss
^r"n__W{Architrct €ri<_ jaLr.,,^Pbonc
Phonc
Zonc dislnct -t ,.ru - F<"rr;/a
Toral CRFA
\u,t@,T W:{,td#f;ft*o
Proposcd usc
Allorvcd
lbo+ iqb. lqil ti zb'eb +__- =__lJ_Jt6_
Brrildablc arca
ExistiOg Proposcd
t,ztg + ZgZo =
Total
tr lo,
R cmaining
2r9E
2r'{9e+2-,Uq=t/,io6
lLrg '+L'L = J,fdo
Sitc Covcralc
Hcight
Sctbacks
Lendscaping
Rctai ning \\tal I Hcig ts
Parking
Caragc Crcdit
Drivcrvay
i tq,s86
| /1n\/11\
I \Jvt\JJJ ,\'
5.5br l zt-3
i F .'.' I I
l
.{ Jtocs
I ,i
.Rcar
i
i \ r' f. .-t t. l'
rvf uf mum .t7, bb,
' ltlrl Jlv
,/
Rquircd
20'
. l5'
l5'
5b
z{\ tt
>15
u
15,r6b
t/
z z
Conrplics rvith TOV Lietrting Orilinancc
Arc finishcd q'radcs tcss tban 2:l ,50%) ycs_ ,/ No
Enr.i ronm cn ta l4Iazards
2) FJoodplain
3) Wcrlands
4) Watcr Course Sctback (j0) (j0)
5) Gcologic Hazards
a) Snotv Avalarchc
b) Roctt'all
i
Pro,ious condirions ofapproval (dbccl: pro
ls thc propcrty non-conforming? $cgcribc:
,tl t
,I
$
.t.
il
'i
.l
':
(300) (500) (eo0).62m>
' Pcrnu'ttcd Slopc &VU
Ycs No
I ) pcrccnt Slopc (< >30%)
Proposcd Slopc ta !/o
zl.ral
Encloscd
c) Dcbris Florv
HYLAR sOOOflli SPECIFICATIONS FOR
VALUME" COIL COATING APPLICATIONS:
ASTM D 2244.79
Dlrre8l, ASnU
lt-13. 1t-14
D-3363-89,
Eagle Turquois€
ASIU
ASTM D-335S90
Asrll
lmpdTest,
Spec. 11. ASru
Tester, 5/8' ball.
equal to metal
rsn{
T-Bitd on
ASTM B-117.73 (1
ASril D22l,t
D-130&79 (1987)
ic acid spot tssl -
AST}I
'roc.5.4096
ASTM D.968€1
ASTM D-523-80
ASTM
ednol .(uo1
8e0l
^^s
a6reg paruolog
leor Ms
a6rag olqrssa::y
9e0l MS
See color chan on reverse side
Low and medium gloss only
Color conlrolled both Instrumentally & vrsualty
.rl r! A )ro!t!av
9e !l ,^,^ l
k rsrton 'l
TM D 1308-87 Proc
r exposure IO
^Sru
D{aaa{
0 yrs., 45'Sq$
ASTM D.659.86
0 yrs.. 45 South
) yr&, 45' scr.fl
uring Gom
|218 i TOLL-FREE 1-800-669-0009 i FAX 210-650-3050 i http:i/www.berridge.com
January 20lX Benidg€ Color Card .PMoBoM
BERRIDGE COTOR FINISHES
I t T r
T
@Jsc
Berlidge Manufacturing Co.
III
SIERRA ?AI{
r-II ROYAL BLUE
BURGUNDY
COLO]IIAL RED
DEEP RED
PATINA GREEN I I
BBISTOL BLUE
FOREST GREEN
r
HEMLOCK GFEEN
I
HARTFORD GREEI'
TEAL GREEN
SHASTAWHITE
I
CHARCOAL GREY
r
ZII{G GREY
I
lrlATTE BLACK
I
BUCKSKII{I
AGED BROI{ZE I
TEDIU}I BRONZE r
DARK BRONZE I
COPPER BBOWI{
PARCHMEXT
' This Benidge Premium Color requires a nominal surcharge.
SATIl'l FllllSH GALVALUIIEo
Berridge Satin Finish Galvalume@ is pretreated to remove mill oils,
chemicalsand residu€and coated on the back side to inhibitcorrosion.
The toD side receives a clear plastic strippable film
rrr
C}IAIIPAG}IE COPPEB.GOTETf,ANTIQUE
COPPER.COTE
PREWEATHERED
GALVALUIIE@
' Berridge Metallic Colors are premium finishes which require a nominal surcharge.
AWARD BLUE I
LEAD.COTEIfl
ffi
ZING.COTETX
6An'rn *n/-t 16+ t, blp L
Design Review Board
ACTIOTT FORM
Department of Community Developrnent
75 South Frontage Road. Vail. Colorado 81657
tel: 970.479.2139 fax: 910.479.1452
web: $rww.vailgo%com
Proiect Namer CMC TRUST(CHRISTENSEN) RESIDENCE
Project Descrlption:
ADDITION
Particlpantsr
OWNER cMc TRUST SETTLEMENT OF TRUSLzl0rlzOOs
1200 BINZ #1430
HOUSTON
TX 77004
APPLICANIT CMC TRUST SETTLEMENT OF TRUS12/01/2005
Protect Address:
Legal Description:
Parcel Number:
Comments:
Motion By:
Second By:
Vote:
Conditions:
DRB Number: DR8050631
1200 BINZ #1430
HOUSTON rx 77004
3996 LUPINE DR VAIL Location: 3996 LUPINE DR. UNIT,A,
Lot: I Blockr 2 Subdlvision: BIGHORN SUB 1ST
2101-111-0800-1
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: 06/06/2006
Cand:8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review commiftee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vall Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Bill Gibson DRB Fee Paid: 33OO.OO Planner:
TOI4'A'M
Additions-Residential or Comrnercial /.. -\
Appllcation for Design Review ,r' ,,f /
Department of Community Development / o$d
7q q^trfh Frnntanp Qnad Vail Colnra.ln R1557 / .t\F 75 South Frontage Road, Vail, Colorado 81657 \
teli 970.479.2739 tax: 970,479.2452
web: www.vailoov.com \ty
General Informationl
All projects requiring design review must receive approval prior to submitting a building pehnit application. Please refer to
the submlttal requirements for the particular approval that ls requested. An application for Design Review cannot be
accepted until all required information is received by the Community Development Department. The project may also need
to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses
unless a building permit is issued and construction commences within one year of the approval.
Description of the Request:
v n
ry o r^vl
A'v
0\tlt a\r
Location ofthe Proposal: Lot: I I e.or*, 2 subdivision:9 ! ls'.'.'., ltfl
Physical Address:3
Farcul No.: '"'lO I '?lotrlt aboo I 9-9!p-l_(f,irt;ri. Eagle 3-. ,\ssessor ai 97c 328 8510 fb,'parcel
Zoning: __vw4
Name(s) of Owner(s):
O.i:'i r r: r{r) Sig na tu r r:(s) : _,- _Z_5.4fu _ _ _ -
Name or Appricant: - -!I{ei"{--h ualag
ilins Ad{ress, -l2gg GINJZ=- .* lq@
Plus $1.00 per square foot of totai sign area.
For construclion of a new buildrng or demo/rebuild.
For an addition where square footage is added to any residential or
commercial bLlilding (includes 250 additions & interior conversions).
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and retainlng
walls, etc.
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and retaininq
wahs, etc.
$20 For revisions to plans already approved by Planning Staff or the Design
Review Board.
rax:.1tb- 6LZ-5ZgT
Type otReview and Fee:
n V$s
Q/ Conceptual Review
-fl7 New Constructron
EZ Addition /\
L] Mlnor Alteration
(multi-family/commercial)
ll Minor Alteration
(single-family/duplex)
tr Changes to Approved Plans
$s0
No Fee
$6so
$300
$250
$20
ric.)
E-mail Address:
Gore- Crq.ti
Fs*ff* use;Pntvt
Planner: Ez Project No.:
D l/
Page 1 of 12l$4/28104
b7l
"s
:',t
*f****+**f+******+f++*++tl**l*a+*******+++++**+{.+*+*********************+***************t ***
TOWNOFVAIL, COLORADO Statement +*+******+**+*******************'!*+*+*****'i+*+****t******++*++*+**+*++++*****+****++********
statement Number: R050002064 Aflrount: $300.00 L2/0L/2oo5o3:57 pM
Pa)ment Method: Check
CREEK PROPERTIES
Init: iIS
Notation: 7172/COKB
Permit No: DR8050631 T14le: DRB - Additlon of GRrA Parcel No3 2101- 111- 080 0 - 1
Site Addrege: 3996 LUPINE DR VAII
Location: 3996 TUPINE DR. UNIT 'A'Total Fees:This Payment:s300.00 Total AIJIJ Pmtg :
Balance r
$300.00
$300.00
$o. oo ************+++++*******+++l+++++t*t*++++**+++*+*******++****************t+t+++*****t*******
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
DR 00100003LL2200 DESI6:N REVIEVI FEES 300.00
run,m
--- _ t,u,!srrru,/ A zonfns:--i:l-V----:2.W, - C^l I;l;i-:1 v-
Name(s) of owner(s): -LtVlL, -l-tQag_-tUc- -_-- t\.Name(s) of owner(s): _(-!v\,\-, _lKhSf__!!J.c- __-- ta
{fqirinsAddress: -I?sl"- B:rt-trSZ---g- lt{3o
-
V $or+-*!^.."I--
C',';nr:;{-) Slgnatur ::{::): %j*ffi" (l
t\ tLkte'\ . I * -l? eDtf ____ Phone: A\) -_242=J_i!_{_b_ '-
E-mailAddress: _ _rax:1\?- 5?2_-5Lfi 1
Type o-f.Review and Fee: '-' t
n ;6ns $50 Plus g1.00 per square foot of total sign area. J|f Q/ Conceptuat Review No Fee
---! New Construction $650 For construction ofa new building or demo/rebuild.
-! Addition $300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).tl Minor Alteration $250 For minor changes to buildings and site improvements, such as,(multi-family/commercial) reroofing, painting, window additions, landscaping, fences and retainrng
walls, etc.tr Minor Alteration $20 For minor changes to buildings and site improvements, such as,(single-family/duplex) reroofing, painting, window additions, landscaping, fences and retaining
walls, etc.D Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design
Review Bclard.n Separation Request No Fee
Additions-Residential or Comrnercial
Application for Design Review
Department of Communig Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. please refer to
the submittal requirements for the particular approval that is requested. An application for Design Review cannot be
accepted until all required information is received by the Community Development Department. The project may also need
to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses
unless a building permit is issued and construction commences within one year of the approval.
Description of the Request:
Location ofthe Proposal: Lot: I 2 subdivision:9i
Physicaf Address: 3qq U X
Parcel lfo.: a\Ollll Obo4l_l_(C-,it;i.i: Eaglc:-.,..ise3ioiiji9iC"l:il B€.4iJfc;pa;cel ric,)
NaroeorAppricant: ----.- -- (2,e-il* I)huaka-g- tt
Mairinq Addressr lzpo Gt rt.rz- * lqgo v
b5
trpitins Addressr l2g_2-qNZ=__ tte lYa
t\OtLqJon:T* fteplf ____phone:
For Office Use QRly: ./'
Fee Paid: ' Check N!.,j__Fee Paid:
Meeting Date: l{ - Z- -O 5 DRB No.:
Page 1 of 12104128104
JOINT PROPERW OWNER
WRITTEN APPROVAT LETTER
I, (print nurul U rrlCr=trf 6Hr.egu*S4, a joint owner of property tocated at (address/legal
description) 3QQ. L L.r?r,..-- D R.r rJ€- ,
provide this letter as written approval of the plans dated 6 l-+ I @5 which have
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above. I understand that the proposed improvements include:
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
to-tt - or
(Date)
t2/09/04
ArlrblE n Lrnd T;tla a:tocl.tlon Ca.vunhmrrrt . Modllld t O/r3
OOMMITMENT FOR TITLE INSURANGE
ISSUED BY
STE\{rAR-T TTTLE
OIIAEANTY COMPANY
STEWART TITLE GUARANTY CO A Texas.hqein called the Company, for
vcluable consideration, hereby tfile insurance, as identified in
Schedule A, in favor of the or mortgagee of the estate
or int€rest covered hareby in
oremiums and charges therefor;
A, upon payment of the
Aan B and to the Conditioni
rnd Stipul.tions hercof.
This Commitment shall be propgssd Insured and. the amount
of the policy or policies.tle A hereof by the Company,
eithcr at t'tre time of the irruonce endorsgment.
This Commitment is pr€limanary or oolicies of title insrrance and all
liability and obligations hereunder after the effective date hereof
or when the poliqt or first occurs, provided that the
- This Commitment shall not be foilure to issue such
valid or binding until
or pol
IN WITNESS WHEREOF,to be signed and sealed, to
become valid when cou ntersig of the Company, all in accordance
with hs By-Laua This Commitment is in Schedule A as "Effective Date."
ST
-?Va/r.- Vt *.
Cheirman of the Soard
Cos ntardr^rd byi
ffi
Prcsident
Sa^lit) ( ('tn'lnk',
s..r.rru" f,-l$$l- tS 427I
165 2OM 3/80
98 39Vd 3VdOHIUO VZV]d XUVd ggzezzgtlL IZ:II qF,61/AI/7,1.
1 . Rights ol claims of parties in poss€ssion nol shown by tt€ pirblic records'
2. Eas€rnenls. or clarms ol easemeitts. not shog'n by lhe pubhc recorcls'
3. Discrepancies. confticts in boundary tines, sho4sge in ar€a. cncroachmens. and any facb whbh a cortect
surveyandnspectiono.|thepremiseswoulddisc|osgEndwhbherenolsfrownbythBpub|tcleco'ds'
4. Any lien, or lrght to a en. for services, lab|or or lfiaierial herslotore ot h€reatte/ furnished imposed by law
and not shown by the Public r€cords
,
5. Oefecrs. liens. Gncumbrances adgerse claims o/ olher manets il any' crealed' filst appearing in the public
rocords or atracn'ng suosequent to the etledive date hergor but orior to lhe date the propos€d insured acqures
ollecordtorvaluerhee$aleo/intefeslormo.tgagelhgreoncoveledbylhiscor'Vnitmenl.
6. Any and ell unPaid tares and' a38e55nents and any unredeeeed
tar aales-
?.Theeffectoflnclullonslnanygrenerelorspecifies'ater " ;;;t;;;"n"y, fli!-protectlon' loir con=ervatlon or other
dlsgrlct or Incl'uslon In any ffirter service or street
inProvenent aree.
8.81g}rtofProprletorofevelnorlodetoexlractand'reuovehis
o16 ctrerefrou ghouftl the eaue be found to penetrate or
lntersect the Prealses as reser?ed ln Untted States Patent
recorded ffoveaf,et ZZ, tgZg 1n Book 123 at Page 625'
9. Ten percent non-Particfpatlng royaltl {n and to proceetls
derlved frou the-sale oi uinerali, oF ctbatsoever kind and
nature. proaucei ina-urnea fron the said preulses, a5 reserved
to cust xrarrtiiEs Ina-U"a-f' Klahtlpes by instruuent recorded
Novneber z, $Ei-ii n"ot 166 at PagL eoz' and any and all
aiiignienti thereof or lnuereste thereln'
I0.Terns,condltions,obligatlong-andrestrictlonsascontalnedln protective C"i"""nti re;orded Decenber 20, L962 in Book 174 at
page 403 "" nui"ption-fSo. 95855 and Aoendacnt to Declaration of
Protectlve Co"""lti" for partq of Lot 20' Blghorn Subdlvision
"rrA fo. Sighorn--iubdivisfbn, First Addltlon recorded in Eook
ri! .i-pig" gi--"" Riception No. 9?255 and 1n Book I75 at Page
8l as ReeiPtton No. 97387 '
lI. Easeuent for construction and nalntenance of gas dl6tribution
syrgeE in roadi of Blghorn Subdivlsion as disclosed by docr'uqent
licoraed Augru6t lI, 1555 ln Book I9O at Page 405 as Reception
No. I0l9l4.
12, Utlllty and dralnage easenentg-as shourn and reserved on the -- plat o? Eigtrorn Sulatviston, Flrst Addlt{on'
o'd.r itumber4 344-V
The polby or policies to be issued will
salis-laction of the ComPanY:
See Continuatlon Page
ar€ hersby omitted.
SCHEOULEE-Slcllon2
Ettccptions
Co.tmittrEn{ Nvtrbcr:
conlain exceptionr to the loltowing unbss the sarn€ are dbpos€d ol ro fre
Excegtrons nurnbered
r55. {2514 r l/t7l
t8 39Vd
STE.I'ry.ART TITT-E
cu^'l,axTY €ota rall t
:lVdOHtiJO V:V'ld ;18Vd
P.gc a
00as;zsr r /I':II 966T/gI/ZI
r.
2.
3,
+.
SC'{EOULEg-Scctioot
OYd6r Numbcr:
4344-V
!lcouircrnrnir
The lolowhg are the requ,rements lo bc comPlicd ffth:
Item (at Paymenl lo of tor tha accounl ol lh€ It rols ot mortgagors of thg lull conSidoration lot ths eslale or i eresl
b b€ insured,
Irem (b) Proper inskum€nt(s) cleating lh? ?slale or inte.e6l lo be insutod must be exocutF and tluly filed lot record'
ro wil:
ExecutionofaffldavltastoDebtsandLtensanditsreturnto Sternrt Tltle GuarantY CouPanY.
Becution of certiflcation - Brtlty Transferor/Indtvldual
iransfiror and its return to thls office'
Evldence satirfectory to Sterraro Tttle Gua-ranty Conpany that
t1.e real estete tranifer tax assessed by the Towrr of -VelI has
been Pald or that the transactlon is erenpt fron gaid tax'
Deed fron vested oerr€Fr vclClng fee aluple !1t1:-rl-
F"r"t"""itsi.-rgOre, NOiATION OF T?lE I,D6AL N)DRESS oF TIIE
bNAMrr HUST APPEAS ON II{E DED AS PER 1975 N{ENIXEIT 1\0
SfAn,lrrE oN RDcoRDrNc oF DEEDs 73 cRs 3835109 (2)'
Commitrre.l NumDor
STE\WAR:T TTII-B
(iU^'I,ANTT COI'JrI'Y 16 (25M 3/061
vg fgvd SVdrliJO VZV-rd >iwd
Pags 3
agzgzaqelL Te:TT 9E6I/8IlZI
Llf/tu
(hder Iumber:
4344-V
1- EI.Ci|.! datii
2. Hq, o. po.ioje6 b Sg$&gubcr 07. 1988
L ALTA Orru/s 9otlcy
't4ooad
Insu/od:
cEcIL r{. c}lRISfENsEl{
B. ALTA Lo.n Ps[ct
Ptl9osad tn.trrcdr
SEPTE!{BER 25, T98B
CC: UNIfED SAVINGS & LOAII c. cHnrsmNsE{
REO PROPSIIES
BN,NIDUS CN{DUS
B. O'T{EILL
STE\0'ART TTII-E
Gu^lAlatt coltANV
SCHEDULE A
At 8:OO A.
Commlunenf llunrber:
Irqrt ol lr€uatr!6
t zTo,ooo.oo
, Tar Cert.
I
Prenlun
9785.00
5.00
3. Tht e3tatc Or hlcrcSr i^ rh6 lllrd d.-qtart o. cfc.?ad ro io thir brndtmortt ft$ aotdtd mr€in i5 f.e sir$c ltd li(3 Otltlb ir lt tlF ofcdno dafa lr..ool
r.6!tad in:
coLoNIAL sAvINGs A!{D LoAl{ ASsocIArIoN AND I,NITED sllAlEs
ASSOCIATION :
{. Tha tsnd
'rtrarred
to h ftit co.tvnh'tm{ iE dbrctlb.d ts ldm:
T,NITAANDA}'t,I{DIVIDEDII|IEEf'TINcot{HoNPARCELc'
VAIL-TE( DI'PLE(,.C nesrOdivl'lon-of Loi I, Block 2 Bighorn S'bdlvision,
Flrst edd,itlon, according to the plai recorttcd-Normeber 9' 1983
, in Book 3ZZ "t'pog" 554 ie Reception No. 268871, and as deflned
aiiA-aljcrilea-in [he Towrrhouse Decl&retion recordcd Novenber 9,
1983 in Book 372 et Pa€ 553 as Recepblon No' 278874'
COT'NIII OF EAGT,E
STATE OF COf,ONADO
FOR 9ITESTIONS REGARoING Tttls coHMITHETm PLEASE CALL LINDA WILLIN{S
AT 303-949-lotr.
SIEHAR:T TITLE OF EAGLE COI'TITY
P.0. Box 1248
vArL, COLoRADo 81658
r65:t (2SM 3186,
90 39Vd 3Y'd01rd0 vzv'ld )lijvd
P.F 2
00;9zagr rt Ti:II 966I/81/L',[
CONTINUATION SHEET
SCHEDULE-
E-section 2 commltmenr Numb.r:
Ordor Number:
t[344-v
13. Easenent right of etay granted-to Holy Cross Electric
Asrociation rnc' by Ra5raond c";; ;;;; the northeasterlv 12'5
feer of Lqr r Btgh-orn s'ualvlsii"l-il."ia"d_seprenber ro, L979
ln Book zgo at"iigl'iizEli-nlcePtlon No' 187224'
14. Tcrns' conditlons' restrlctlons end stipulations as contain€d
in Torrnhouae Declara lon 111 nirty-n"f1'Agrreenent' recorded
f,oveubere,l;;i';;-i;;i372aiP'age553iaReceptionNo'
26A470.
15. Easeuents, restrictions and rights-of-ways as shorrn on the Plat
rccorded no"Jii'"i-i,-igai-i" S3;l(-gzZ "t.P.ge 554 as Reception
No.258871.
Paoe
-
@raara,r
zg 39vd
STE'\d.ARTTITT.,E
G U ATAX?Y COIIATIY
:lVdOHIdO VZV-ld YUVd SBZSZZECIL IZ: TI 966I/gI/ZI
7101 West Yale
Avenue, No. 60'1
Denve( Colorado 80227
303-986-6658
R. J. lrish
Consulting Engineering
Geologist, Inc.
November 1, 2005
ERIC JOHNSON, ARCHITECT, P. C.
P. O. Box 2088
Vail, Co 81658
Attn.: Mr. Eric Johnson
Re: Engineering Geologic Hazard Investigation, Re-Grading, Backyard of Christiansen
Residence, 3996 Lupine Drive, Vail, Colorado.
Job No. 6i6(289)
Gentlemen:
As requested by your Mr. Eric Johnson, we have reviewed the re-grading plans for
the backyard of the Christensen residence at 3996 Lupine Drive in the East Vail area,
Colorado. We were commissioned by Mr. Johnson to advise on the geologic hazard risk
of the planned re-grading. This re-grading involves the re-sloping of 2 grassed areas in
the back yard, one across the eastern third of the back yard, the other across the
western third. Each of those areas to be regraded is about 100 feet long (east to west)
by 25 to 30 feet wide. The grassy yard in both areas currently slopes toward the house
at about 4:1 (horiz. to vert.). The re-graded and re-vegetated areas would be cut to a
slope of 2.5:1 in alluvial sandy to gravelly soils. These are expected to be no more than
moist to the depths excavated. The maximum elevation difference between the tops and
bottoms of the 2 regraded slopes would be about 4 feet, and the maximum depth of the
cuts would be about 5 feet. The top lips of the cut slopes and the bases of those slopes
are to be about 20 feet apart (i. e., cut slopes of 2.5: 1 , horiz. to vert.).
The alluvial sandy to gravelly soils across the faces of the 2 cuts should not be
destabilized by the excavation and re-grading process, and should be stable indefinitely
thereafter. Moreover, the excavation and re-grading process should not create ground
instability or other potential geologic hazards or trigger geologic hazards that may be
associated with neighboring lots, public buildings, roads, streets, rights-of-way,
easements, utilities, or facilities.
We appreciate the opportunity to comment on the geologic feasibility of the
proposed regrading plan for the Christensen property. lf you have any questions, or
would like to discuss any aspects of our report, please call.
Yours truly,./n^ n o WZga"."o"544
Robt. James Hish, P. G.
Consulting Engineering Geologist
3cc. sent
Consultant to Designers, Contractors, Planners
?I
Design Review Action Form
TOWN OFVAIL
Project Name: Christensen Dormer ProjectNumber: PRJ99-0272
Project Description: dormer and window addition
Owner, Address, and Phone: Cecil Christensen
2966 Lupine Drive, Vail, CO 81657
476-E843
Architect/Contact, Address, and Phone: Eric Johnson
P.O. Box 2088, Vail, CO 81658
926-5292
Project Street Address: 3966 Lupine Drive
Legal Description: Lot 1, Block 2, Bighorn lst
Parcel Number: 2101111030009
Comments:
BuildingName: Christensen Residence
Motion by:
Seconded by:
Vote:
Conditions:
Board/Staff Action
Action:staff approved with
condition
new dormer and window materials must compliment existing materials on
building
Town Planner: Ann Kjerutf
Date: 09120199 DRB Fee Paid: $20.00
Project Name: Christensen dormer
Document I
I)f -1-/)., la -t
il i:, ff;,',;'',,ns sta. .'r 4i'-?tzs
APPLICATION FOR DESIGN REVIEW APPROVAL
GENEML INFORMATION
This application is for any projcct rcquiring Dasigrr Rcvicrv approval. Any projcct rcquiring dcsigrr revicw nrust
rcccivc Dcsign Rcvicw approval prior to submitting for a building pcrmit. For spccific information, sce thc submittal
rcquircnrcnts for thc particular approval that is rcquastcd. Thc application cannot bc acceptcd until all the requircd
infornration is subnrittcd. Thc projcct mayalso nccdtobc rcvicrvcd by thc Town Council and/or thc Planning and
Environnrcntal Conrnrission. Design Reviov Board approval cxpires onc ycar aftcr final approval unlcss a
building pcrmit is issued and construction is startcd.
DESCRIPTIONOFTHEREQUEST: bPpfe.- 4f"nt-fr.ll
B.LOCATION OF PROPOSAL: LOT: / BLOCK: ?, F|LTNG: ETd*OPN I*
PHYSICAT ADDRESS:
F.
U.
PARCEL l: 't- | O I lll O1 o@4.t Eaglc Co. Asscsson officc at 970-328-8640 for parccl #)b r- I
ZONING:
NAME OF OWNER(S):
NAME OF APPLICANT:
MAILINCnoonTSS: PO ?a 98
ll h v A2 pHoNE: 1>G .S'Lq )-
Construction of a ncrv building.
Includcs any addition rvhcrc squarc footagc is addcd to any rcsidcntial or
comrncrcial bililding.
Includcs urinor changcs to buildings and site irnprovcnrcnls, such as,
rcrooting, painting, windorv additions. landscaping. fenccs and rctaining
walls, ctc.
DRB fces arc to bc paid at thc tirnc of submittal. Latcr. whcn apptying for a building pcnnit, plcasc idcntiff
thc accuratc valuation ofthc projcct. Thc Torvn of Vail rvill adjustthc fcc according to thc projcct valuation.
PLEASE SUBMIT THIS APPI,IC,A.TION, ALL SUBMITTAL REQUIREMENTS AN'D THE FEE TO THE
DEPARTMENT OF COIVIMUNITY DEVELOPMENT. TS SOUTH FRONTAGE ROAD.
VAIL. COLORADO III657.
c.
D.
E.
H.TYPE OF REVIEW AND FEE:
0 Ncrv Construction - 5200
tr Addition -$50
$20 flri"..
Altcration -
TOri N OF VATI.
PHONE:
OWNER(S) SIGNATURE(S) :
e o
LIST OF PROPOSED MATERIALS
BUILDING MATERIALS:
hu/t+r/^ %{+'t16
Roof
Siding
Othcr Wall Matcrials
Fascia
Sofliis
Windows
Window Trinr
Doors
Door 'I'rinr
tland or Dcck Rails
Flucs
Flaslrings
Chinrncys
Trash Enclosurcs
Grecnhouscs
Rctaining Walls
Exterior Lighting**
Other
+ Please specify the nunufacturcr's color, nunrbcr and attach a srnall color chip
++ All cxtcrior lighting nrust nreet the Town's Lighting Ordinancc 18.54.050(J). Ifexterior lighting is proposed,
plcasc ittdicate the nuntbcr offixhrrcs and locations on a scparatc lighting plan. Identifu each fixhre type and provide
thc hcight above grade, lumcns output. luminous area, and attach a cut shect ofthe lighting fixhres.
TYPE OF MATERIAL:
Q/b/q.il.-
Updated 6/97
?o
PROPOSED LANDSCAPING
Botanical NaUlg Contnton Namc Ouantit_v Sizc+
PROPOSED TREES
AND SHRUBS:
N
EXISTINC TREES TO
BE REMOVED:
*Minintutn rcquircmcnts for landscaping: dcciduous trccs - 2 inch calipcr
conifcrous trccs _ 6 fcct in hcight shrubs _ 5 gallons
Tync Squarc Footagc
CROUND COVER
SOD
SEED
IRRICATION
TYPE OR METHOD OF
EROSION CONTROL
orHER LANDSCAPE FEATURES Getaining walls, fences, swirmning pools, etc.) pleasc speciff. Indicate top and bottom clevations of rctaining walls. _Maxinnrnr height of walls rvithin ti. nont r#u.k is 3 feet. Maxirnum hcight of walls elscwhcrc on the propcrty is 6 fect.
Updatcd 6/97
-l--r.
={ /t.')\-) r7|
-r-t \-y
o o z
2 7 c ()
{6 z
!
-r nt ,.l'J 313 Hl=
E m Ic LO t-,.h E I<X a IHE 3 f9e 1
l'ri i g lld s r=i 7 x=.o<Tc 6t ;9 8€>I fi5
T m
3
-{
nF!
fiEE ci5-
--t\J 4-'gF"
t-
'n .lt Or CC z=
Q@ 2=
o6)z
z,o
Ifi n
m
z
z -{n
o
o
9p
-.t c
gE
d6 u
C)
2A -tm nz >m or -{>or--
t:o (D z
=F
c)
X
Fl
H
fiF o>'t-
E z o
t!H
{z
o .ll
F v
rn p
z o
E lo
lal l<t>
lF t!
IM
lc,,
l6
=E
=E >rn
!lH m lFr a l'-olL
\o lx \ol o\l
=l
El FI zl r'l
-l vl Fl 'l
I
a rl
z
c)
ti
7
.-trl c)H
H c)
l{to t{
lz
P19
Ylt o.F !l!
@lm olP
lz to
t'
I tFr
t?
I r:r
I
I
DDN
9z 40 ;-{m
lol |qO l!, o ro lx<lx9
e!
m Ftr E=\O -{
-.{o
ID
m x
m !J
o z
(_o
@ I -{m
;.tiEs
IsEr E
5;iflE
: sr (D =t -=-.os
iI+Ei 990'96.
[*.91;laeE€
AAEiF
3g;3r
A::al
i*iEi
q*HE+
B;i;€
'6'9. F P f o --*
=C"m -.tl
2,
z
-l
m
o 'r'l
o
@ a-
(t I z
o o
J
o z
t-
!m :o
I o z m m o m o l<'
lz
12
It lr-
a.:r
o
L
l-
l
lfro1
lL:
ll*l'ill
lq ll t>IF
ltD
t-
I f:
l2 l"I'i-
I
to I
I
I
I
z
U'
t-
f
z
I o x z nt
t-t-
m
I q
o I -.t
=I
z
r I m !t-
o m
:m t-tr z
c
=a
o
I
6 z
z
-t a,
2 m €
--!m I
6 2
x
'<o c'
A z
m
:,
--{
!m
!
o
P It
l-c I
o z
}J
v
..O N F ai F3 Fi H5 t-->1 in ag c)3 gg
:3E g E |.JrZ .2 '=_oo o <nz2 9{
F1'x
ol F>-,ql No=Fl s -=
wl (r, 4 Il 5-<*l r<rit 3 ol
'rl
I
I
I (,
€o o lj
=z o
F
@
F o
2 o z o -{m U'
z 2
=a 6 i
u
0
-.t m
:=l 2l ol o'il al
l-l
I
I
I
I
I
I
I
('l
tl
I
I
I
I
I
z
H
ri ts €N F
N)
\o
@
{o
|-
!m v
=-{-rt
m m at,
c (n n
x
m
z
!
m t (t,
-l
q
m L
z
m s m {
@ o
v
m
tn
2 .ll
m m
3 m
z
-
3
@ z
m t-m o
o
l-
t-
z
m
x
F
z
m ,
=
!m u 3
='Tl
m m U'
VALUATION
!m v
=-t
2 o
(
H P t-
3
an o
z
=
|-
=@ 2
m t-m o i 7 o
-0 z o
L,l
&
5 s'
5 s.
s$$\q$.N\
I
INSPECTION REQUEST
TOWN OF VAIL PERMIT NUMBER OF PROJECT
DATE
AM PM
JOB NAME
CALLER
INSPECTION: MON TUES WED THUR FRI READY FOR
LOCATION:
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr BOUGH / WATER
D FOUNDATION / STEEL
tr FRAMING
r_.r ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
D INSULATION D POOL / H. TUB
D SHEETROCK NAIL D
tr
D FINAL O FINAT
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D
D
o
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL O FINAL
tr.IAPPROVED ': ,.tr DISAPPROVED tr HEINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
ftnn Review Action frln
TOWN OF VAIL
Category Number
Project Name:
Building Name:
Owner. Address and Phone:/.. / (/-,'</.o Ec.t /Zan 'E ^,,,, 4 ,l/fo
ArchitecV0ontact, Address and Phone;4,. ),-Ar.on "2a Z* 2otf
A.;/.c -;/dtg fztr - tz?z
Legaf Descripti on: Lol / Block 2 Subdivision 7iz,Zone District ?
Project Street Address :
Comments:
Motion by:
oa@,
Vote:
Seconded by:
fl Approval
fl Disapproval
![ Staff Approval
' '.4,2'
=// ) 4f^'i-
Town Planner
/ -'r /,.. /.27 Date: /)//J/ tc DRBFeePre-paid
#tu
ZONE CHECK
./ /Otrc: t/ / ZP ,/ ?6
Lcgal dcscripti/on:Lot / Block Z riling -i3,irL,^, t €d ,4/,d,t*
..\ d drcss
Or''rtcr
Archilcct
Zonc disrrict
Phonc
p11sng 726 -{e?z / .rcr6 - 7zz-tt
Proposcd usc -Jt*/.-
Buildablc arca
Allorvsd Existing Proposcd Total
345 + 386
Rcnraining
> r' S/5s7-t
u^'.1'r
Sctbacks g.<
^7.9\
E )
/70,5
20'
li'
l5'
{.o
Mininrunr q Z ??7 &'*g-*:'E--"Bes.j{3
3't6'.
Rcquired 3 f Encloscd
(300) (600) (e00) (1200)
Pcmrincd Slopc a: A o/o Proposcd Slopc _%
Ycs-t"1_ No
No
I ) Pcrccnt Slopc (< >30%)< 3o%
2) Floodplain tv+
3) Wctlands ,J,q.
.1) Watcr Coursc Sctback (30) (50) pz
5) Gcologic Hazards (..- 6..'Q;. zA".-! 4^Jt.s -]
a) Snorv Avalanchc
b) Rockt'all
/r/n
e
*tit-a
Lo"JJ..9
J"{.1
91
rorarGRFA 77 Sl + 85o =SSS!_
+n{l+ery GRFA 3 g/sJ+ (125) (675i) --_'/ ZTaJ_
{€e€ndry CRFA 3(d5l + (125) (675+) =_ZZE 5_
+ 675=125 crcdit olus 250 addition
Docs rhis rcqucsr involvc a 250 Addirion?po
Horv nruch ofthc allorvcd 250 Addition is uscd rvith this rcqucst?
--
SrrcCo'cragc Zo% rnax. /$z€- :2t",
Landscaping (O Z
I{ctaining Wall Hcights
Plrking
C rya_qc Crcdit
Dnvcs'av
(',rrnplics rvith TOV Lighting Ordinancc
Arc linishcd gradcs lcss than 2: I (50%)
En vi ron nrcntal,4lazards
(30x33)
Front
Sidcs
Rcar
GEOLOGICALLY
ls thc propcrty non-conforming? Dcscribc:
SENSITIVE AREA
,J>
DATE:
ZONE CHECK
FOR
s i nqr r. e Fami 1 y *"
" t1iif,
.ir
r?rfrl.fr.
p r imarv / sec on da rv
tt/+v/qb
IJEGAI, DESCRIPTION:Block u subdivisiotr B!
ADDRESS:
OWNER PHONE
ARCHITECT ?9t/- JortN*xl Ar-c-H pHoNE 1LO,5z1> ( +lu.qzza\
PROPOSED
I,OT SIZE
Heighr
Total
BUTLDABLE Iror AREA 11, bz1.6baF
Total
bo'(. srtnary GRFA
lo'(osecondary GRFA t^011-425
Setbacks Front
Sides
Rear
zo t[o
t2 o '(n
Retaining wal1 tleighls\
parking
carage Credit,
Drive:
Site Coverage
Landscaping'
IbbI + a2,5 =5 o bA- avz?
uoqt- + Azs =-4q J1 affi
Lighting Ordinance Yes No Complies with T.o.v.
water Course Setback (30) (s0)
YES
FLood Plain
Percent. slope (< > 30t) NA
Envirorunental /Hazards :
)
Do Finish Grades Exceeh 2:1 (50t)
1;
2',|
3)
View Cofridor Encroachment: Yes
Does,this request invoLve a 250 Addition? .N,A=
How rnrch of itre aLlowed 250 Addition is used with this
PrevLoue conditions of approvaL (check property file):
x
Geologic Hazards a) snow AvaI arrcne-4
b) Rockfall ;i oeuris ELor-:
ci weErancls
X
zoNE DrsrRrcr Two firL F.r^g
ut ?p- P- ? l-tX
l.b7b 44,
14 , bz1. bb ffir.lo"d
t6 ,1 -a1so tt P ' laoo
GRFA +.l. r|la -Z*bl
+
a-'
b6o *
+ji# (33)
Exietino Prooosed
1-1 '?-1
VQe 10 gV
ao
l<tt6
t6
Reqrd Encl
(300) (600) (e00) (1200)
Permit.ced Slope - t ProPosed Slope - t
g 6bl
20 1
15'
15'
tQ lrS
+7 11b
.3, /6'
10
request?
-At_-
Fr.rr.u "rrrir,
DESIGN
*t******!r*
T. PROJECT TNFORMA?TON:
A. DESCRIPTION:
$e<u€%T
REVIEW BOARD APPI,ICATION . TOWN OF VAIIJ, COLORADO
11 ft-s l4u DATE RECEIVED:
DATE OF DRB MEETING:
****tt***tl
INCOMPLETE APPT,ICAITIONS
'TAY
NOT BE SCHEDWED FOR REVIEI].
B.TYPE OF REVIEW:
New Const,rucEion ($200.00)
x Actdirion ($50.00)
Minor AlEeration (S20. 00)
ConcepEual Review ($0)
c.ADDRESS:
D. LEGAIJ DESCRIPTION: LoE I B1o9k '?'
Subdivision FtJlt r-ver^ Ftrr-,t Aadu t tor--.
If properEy is described by a neeEs and bounds leqal
des-ripcion, please provide on a separate sheet and aEtach
to Ehis appLication.
E.
G.
F.
ZONTNG:
OF
)ra+ r
NA!,IE OF APPI.,ICANT:Cc.\\C :T.E6le'-;1
Mail.ing Address:i
APPIJICAISI'S REPRESENTATIVE:??ta -l qt'trr1lseN__ Ataal+ , ?4 }IAME uaili a
\
NAl,lE OF O9TNER(S):
Address:o Lo
Phone
Czctl .+1b 1> zb
H.
/, onNER(s) sret{A'tt'REt Mailing Address:
Phone
APPIJICAWONS TIIIJI, NO'tr AB PROCBSSED WITEOW ONHEA'S SIGNA3'VRE
I. Condominiun Approval if applicable
J. DRB FEE: DRB fees, as shown above, are t,o be paid at bhe
time of submittal of the DRB application. rJater, when
applying for a building permit, please identify the accurate
vaLuat,ion of the proposal . The Town of vail will adjust the
fee according to the table be1ow, to ensure the correct fee
is paid.
FEB pArp. t 54" cHEcK #: l[49 DATE: t(/zg iY:
FEE SCHEDULE:
VAI,UATION
$ 0-$ 10,000
$10,00i-$ 50,000
$50,001 -$ 150,000
$150,001 - $ 500,000
$500,001 - $1,000,000 $ over $1,000,000
DESIG{ REVIEIT BOARD APPROVA! EXPIRES ONE YEAR ASTER FINA!
APPROVAI, IJNT,ESS A BUIIJDING PERIIII I8 ISSUED'A!ID CONSTRUCTION
IS STARTED
FEE
$ 20.00
$ 5u. u0
$100.00
$200.00
$400.00
$5oo. o0
enc
t
oh a rc n;9n
a
Dr. Cecil Christensen
1200 Binz #1430 Houston, Texas 77OO4
August 15, L996
Town of Vail Department of Conmunity Development
LL1. South Frontage Road West
VaiI, Co 8f657
RE: Christensen Residence
3996 Lupine'Drive Lot l, Block 2 of Bighorn First Addition Vail, CO 81657
To l,rlhom It May Concern:
Regarating the issue of my property at the above address being in
a geologically sensitive area as determined by the Town of Vail
debris flow hazard analysis, I have read the August 1.2, L996 report
from RJ Irish Consulting Engineering (* +tV)Lb1
Having received personal notification of the fact that said
residence is in an area of geological sensitivity, I accept the conditions of the report and notice of the studies conducted to
date with regard thereto.
Dr. Cecil Christensen
STATE OF TEXAS)' )ss.
COUNTY OF
nstrument was ack
, L996, by
Witness my hand and offi
My conmission expires:
1000 f ionsridge loop . suite li r vail colorado 81657 . $7Al 476-9228 . fax (9701 476'9023
,/The
day
for
of
before
7101 West Yale
Avenue, No. 601
Denvet Colorado
303-986-6658
i
802?7
R. J. lrish
Consulting Engineering
Geologist, Inc.
August 14, 1996
Mr. Eric Johnson,
Architect,
1000 Lionsridge Loop
Vail, CO 81657
Re: Engineering Georogic Hazard study, Two-story Addition, cecil christensen property,
3996 Lupine Drive, East Vail, Colorado.
Job No.413(289)
Dear Mr. Johnson:
As requested , the undersigned conducted an engineering geologic reconnaissance of the
cecil christensen property and vicinity, in East Vair, cororado. The property, at 3996
Lupine Drive, is Lot l, Block 2 of the Bighorn First Addition (sEl/4 NEr/4 sE1/4 NE1/4,sec' 1 1, T. 5 s., R. 80 w). That rot ries at the foot of the northeastem-facing srope of the northwest-trending Gore Creek Valley about 4 miles east-southeast of the town of Vail and across the floor of the valley from Interstate F70, in Eagle county. A backslope cut about 3 feet high borders a level pad excavated for the duplex building. r understand a z-story
addition, the lower floor of 200 square feet, the upper of r 50 square feet, is to be buirt on a foundation already constructed contiguously to the southeastem unit of the duplex on the
uphill side' The ground around the duplex would not be disturbed by additional cuts or fills;
and the ground water regimg consequentry, wourd not be disturbed iy this pranned
construction.
The ground upsrope from the buirding curves from about a 3:.r slope to about a r.5: l
slope within about 100 feet of the backwall of the building, and rises to two bluffs of bed-roclg one about 200 feet in elevation above the property, the otherabout 400 feet in eleva-tion' Down slope from the building, the floor of the valley slopes gently but with some topo-graphic hummockiness to the northwest-trending channel of Gore Creek, located about 275 feet northeast of the property.
My objectives have been 1.) to generafiy outline geologic conditions pertinent to the property; 2') to evaluate the probable impact ofthose conditions on the planned construc-tion; and 3.) conversely, to assess the probable impact of the planned construction activities
on the natural geotogic conditions, with particular reference to geologic hazards such as
Consultanl to Desrgners, Contractors, Planners
R. J. lrish
Consulting Engineering
Geologist, Inc.
landslides, debris flows, avalanches, and rock falls.
Sedimentary rock strata of the Pennsylvannian-age (about 280 to 320 million years
ago) Minturn Formation constitute bedrock beneath the floor of the valley and its south-
western slope. These strata include sandstone, siltstone, and shale mainly, but also a few
thin to thick limestone beds, They appear to strike eastward and to dip a few degrees south-
ward, thus into the ridge slope. The Christensen property, at about El. 8400 feet, lies at the
topographic transition of the steep valley slope to the relatively flat valley floor. The ridge
peaks at about El, 1 1 ,020 feet about mile to the southwest, thus the ridge slope averages
about 2: l. That average is somewhat deceptive, however, because the slope above the
proPerty is disrupted by 3 near-vertical bluffs of bedrock about 200 feet, 400 feet and
2000 feet in elevation above the property. The lowest bluff is about 20 to 30 feet high, the
middle bluff is about 60 to 75 feet high, and the upper bluff appears to be about 50 feet
high. Otherwise, the bedrock units are blanketed by residual soils and soils derived as
slopewash and debris flows estimated to range from a few inches to several tens of feet thick.
The soils support a dense growth of aspen from the floor of the valley up to the first rock-
faced bluff, but primarily evergreens above that first bluff. These bluffs are faced by thick
to very thick-bedded, fine to coarse-grained arkosic sandstones separated by seams and thin
beds of sandy shale. Several boulders with maximum exposed dimensions on the order of 5
to 8 feet are scattered on the stopewash apron belorru the lowermost bluff. They are partly
buried in the soils. Most of these are composed either of limestone or of sandstone, thus
were derived locally, but a few are composed of granitic rock, thus are erratics. That is to
say, they were dropped from one or more of the glaciers that occupied the Gore Creek Valley
during the 2 million year long lce-Age, which ended in the valley about I0,000 years ago.
Two potential geologic hazards are evident on and upslope from the Christensen property.
The duplex, with its planned addition, occupies a sector of 2 coalesced debris fans; and the
blocks of sandstone strewn across that fan and the adjacent slopewash and residual soils,
which together form a topographic apron down slope from the lowermost rock bluff,
evidence a rock-fall hazard. The risk associated with either hazard has 2 components: the
recurrence rate (that is, how often the event occurs) and the magnitude of the occurrence.
Either component can be evaluated and estimated only in empirical terms-- low, medium,
and high-because the state of the engineering geologic practice does not permit a quantified,
objective analysis, only an empirical, subjective assessment based on the geologist's
education and experience.
The 2 debris fans were debouched from two ravines, one immediately to the east of the
property, the other almost directly upslope. The former is a few tens of feet deep and quite
R. J. lrish
Consulting Engineering
Geologist, Inc.
narrow' and heads about 1400 feet in elevation above the floor of the valley. The latter is quite shallow and heads in the lowermost rock bluff only about 200 feet in elevation upslope
from the valley floor. Both ravines have densely forested side slopes, and the coalesced
debris fans, aggregating about 900 feet wide across the toe, similarly are densely forested.
Some of the trees are as much as | 8 inches to Z feet in diameter, thus the most recent debris
flow event of significant size appears to have been no earlier than several hundred years ago
and may have occurred many hundred to several thousand years ago. ln fact, significant
debris flow activity for both appears to be essentially precluded by the dense vegetation that
covers the slopes from which the rock debris would be derived during any intense rainfall
or snowmelt. Consequently, I believe the risk of a debris flow debouching from either
ravine to be low, and the risk of a recurence of a debris flow large enough to damage the
building or its planned addition on the christensen property to be low likewise. water
carrying a small amount of rock debris, however, probably is at least an annual event, and probably an event repeated several times a year. For those, the water would be the problem, not the rock debris they carry.
The recurrence time for rock-falls from any of the 3 rock-faced bluffs that overlook the property appears to be long. No fresh scars evidencing recent detachments of rock from the
tvvo lorryer bluffs were observed across either the lower or middle bluffs, and all of the large
blocks on the soil aprons below are buried at least several feet, thus settled at their sites a long time ago. Still, some of the layers of rock on the face of the middle bluff have been
undercut by the loss of some of the rock below, and are cantilevered out of the bluff face.
In any event, cobbles and small boulders of rock that might fall from either rock-faced
bluff should be trapped by the trees and dense brush. onry very large rock brocks might be
able to crash through those vegetation baniers. The risk of that magnitude of a rock fall, I believe, is no more than medium for the life of the christensen duplex and the pranned
addition. The uppermost rock bluff, almost a mile from the property, is too far removed geographically to constitute a realistic source of rock-falls that could reach the bottom of the valley through almost a mile of dense forest.
othenruise, georogic conditions pertinent to the christensen property appear to be benign' The aspen-forested slope to the base of the lower bluff above tie property appears
to be free of landslides, and the ground between the loryer and middle bluff and above that
middle bluff is densely forested with evergreens, thus unrikety to be unstabre (unress
disturbed) or to harbor existing randsrides. An avaranche hazard is not evidenced.
So long as the natural ground stability is not significantly disturbed by large cuts or fills, or impoundments of natural drainage-and these are not planned as a part of, or likely
R. J. lrish
Consulting Engineering
Geologist, Inc.
to result from construction ofthe planned Z-story addition contiguous to the existing
structure-the planned construction activity would have no impact on site geologic
conditions on this or the neighboring property, and could not generate any new geologic
hazards or trigger any existing hazards. consequently, that building activity, in my
opinion, will not increase the geology-related hazard to other properties or structures, or
to public buildings, roads, streets, right-of-way, easements, utilities, or facilities.
I have appreciated the opportunity to work with you on this project. lf you have any
question, please feel free to call.
Y%\truly,,_
Robt. JamCltrish,
Consulting Engineering Geologist
Arrri'lcan L|nd Tlrt. A:qocittlon Cothltrnrnt. Modlfld f Ofr3
COMTi|ITMENT FOR T|TLE IITfSURANCE
ISSUED gY
STE.WAR-T TTTLE
CIIARANTT COUPANY
STEWART TITLE GUARANTY A Texar hs[ean callcd the Company, for
valuable consideration. hereby tile insurance, as identified in
Schedule A, in favor of the or mortgngee of the €sune
or interest covered hereby in
premiums ard charges therefor;
and Stipulations hercof.
l\. upon psyment of the
B and to the Condniong
This Commirrnent shall be propocgd lnsured and, the amount
of the poticy or policies A hereof by tte Company,
gilher at the time of the isrsnce endorcsment.
This Commitment is preliminary or oolicies of title in$rance and all
liability and obligations hereunder after the cffective date hereof
or vyhen ths policy or firrt ocurrs, provided thet thc
. This Commitment shall not be failure to issue such
va{id or binding until cou
IN WITNESS WHEREOF,itmcnt to be signed and sealed, to
b€come valid when of the Compant, all in accordance
with hs 8y'Laws This Commitment is in Schedule A as "Eftective Date."
ST
.?
-'l/ t \-@a*{t-u- f"(nfi
Chai/man ol rhe Board
Cos,rl!.tisnld byr
ffi
hesident
z"-l
SaL:,it) t',1 (An\^1
$'id,,,o, C.l60l. .16427 L
98 39Vd fidoHrtn vzv-]d xuvd aazgzzgerL rzirl 966r/Bllzl
LW/te
Oder llumbet:
4344-V
1. E l€di\c datli
2. h.isy o. h.id.E b S:&lpUber 07, l9A8
A ALTI (}i'Ers Folkt
F wo69d ,rtan6d:
CECIL }'. C}IRISTEtr5D!
B- AT L-sr Fo[q,
Ptlcolad hrcur€!:
COT,ONIAL SAVINCS
ASSOCIAIIOU
Cqnmltnre llurrbGf:
At 8:O0 A.ArDrr|| ol lrErrE
$ zTorooo,oo
c Trr Cert.
t
r.I{D IJOAII ASSOCIATION END IIITITD SIAIE5
SOICDt,LE A
Prerlur
6785.00
5.00
g" The aru!. or xrtcr!!| i^ lh3 Lrd d.rcrt'ao oa dorcd b io this coafitrltiaarl r|! co'rettat m(.in k t- 6irndr a{ ti53 ltr{.b ir d fio a|t€C$o ('.lt n-tof
\p8t€d i.r
{, tha lNnd .alcr€d to i|t tri! Goawr{trrEd ir l!,€dold !5 b ol&
I,ilrTlAI|DAtt'l|DIvIItFINIERESTI!|colfioilPARCELc,
VAII-TE( DI'PIEK,-A 8eg'Dd,ivrri6i'of Lot I, Bloek 2 Dighorn strbol.virj.on,
Frrsc Aaditl;;; ilcoiainS to the piai--recori:g.xctlttreDer 9' 1983
. in Book 3?2 ;;'p!t;-i5+--ie ieceprion No. 268871' and as def,lnei
and descriDed in the Tool,house iecleration recsrded [ovenber 9'
1983 in Boorc-3i1- at Pae 553 as Recepblon tfe' 278870'
COUlclY OF EAGT.E
sTATt OF Cof,OneDo
FOR 0UESTrOils nEGIRDIf,G 1*tI5 Co]O(IIilEMT PLEASE CALL LIIII]A IIIIIINIS
AT 303-9{9-1011.
STETiTART TITLE OF EAGLE COT'IITY SEHTEMBER ?6' 1988
P.0. BOX 1248 CC: I'NIIED SAVIIIGS e LON{
vArL, COLORADO 81658 c' crnrsrE{SEN
REO PROPERTIES
EnaFDus cAl'ous
B. O'IIEILL
STEIWARTTTTLE Gu^lttltl coltaxr
i
T
i
J
ra52 lzSM 31861
99 39Vd 3VdOH]UO VZV']d )HVd
PrgE 2
o8eszzgtTt Tz:Ir s66rtsl/zl
SCXEDU(E8-scctionl
Ord€r Numbct: Colnmitm€n{ Nt'ltbcr:
4344-V
HeouiremeniS
The loflowing are li€ tequirements !g bc comPti€d ;ith:
,,€m (a] payment !o or for th€ accourt ol lhe granaos or moagagoni o't thg tull con3b3latbn tor thc eslste or ir|letest
lo b€ in3ur€d,
Item (b) prcper instrurngnt{s) clealing thE estale o{ interegl lo bc itsutod musl b€ ersc{t€d Bnd futy liled lot tecofd'
to wil:
1. F5'ecution of affX,davtt 4s 3o Debts and Liens and tts return to
Stetnrb Tttle GuarantY CouPanY'
2.BecutionofCergiflcation.Elclty-Transferor/Indlvidual -' ilanii;io" ..tc itg return to this office'
3.ErrtdencesatisfactorytosterrartTltleGua.rantyConpanytbat ttre reAI eitate transfer tax agsessed Dy Che -To$n of Vell has
be€n Pald or trlat-trre- iilnsactton is erenpt froa lald tar'
4. Deed ftrorn vested ownere v99-t-1!g fee ahple-!1!l:-r"
purchaser(r). riolE;-n6ierron or n€ LEOIf, ADDRES€ OF rflE
H;i,fi;-,$;i.AFFiirR {'N-h€ DEED AS PEN 19?5 AI{ENDfiETT TO
aCtrtrE oN ngcoRDillc or DEEDs 73 cns 3835109 (2)'
r653 (25M 3tr61
bg 30vd
STE\d'AR-TTTTLE
GUTIAX't OOI'ATY
aqzgzzgErl IZ:TT 956T/BI/21 fvdoHr8o vzv-rd -14uvd
Page 3
1. Righls ol daims of garlies in possossiofi no{ sho,vn by the public r€cords'
2. Ea$tnanus. or clams ot easemeds' not shcnr'n by the publb recotcls'
3. OisctgFEnd'es. con{ticls in bowdary lirr€s' strortage in ar€a' €ncroschnents' at' arry lacb whbn a cored
surveyan6nsp€{diono{tt|€plBmiseswou|ddisclosgandwhiohatenotshownbylhgptstc.€6rds
4. Any lien, or tqht lo a tien. lor s€ryices. boor or ftaterial hetotolore ot l:*ltea'|ret frrrn'rs*red. imp6ed by law
and nol st|oi,ttt by thg Put$c tscords'
5. Oelects. t€ns, encumbrances. aOtierni claims o/ olhef manets. il Bny, creat€d' fitsl ap9ea(ing in thc publb
fe€ords o( ahaching subs€quent io-the ef(edive da(e hetgol but glbr lo lhe daie the P/oposad insurecl acqures
olrecordtorvafuetheega|eoriflafeslor'Tprlglgelhef@nco,ueredbyth6co'dn,trne'-
6. Any and 811 unPaid lares ana a88e55nents and any unredeeled
tar aales
7. Ile erfect of lncluslons xn any gen€re1 or speeifTe waLer " ;;;";;;i"iy.-fire prote€ttonr soil conservatl.on or other
dlsgrtct or rnciusion tn any water service or street
inProvenent area.
8.R!'ghtofProprietorof,rvelnorlodetoertractandrenovehig -- ii";-ifrirefroi should tshe gaue be found Co Penetrate or
intereectttleFre[lselraSresefvdtnonttedStatcsPauent
recorded xot""f,ti-Ze,-rgig ln Book 123 at Prge 625'
9. Ten percent non-particllet+nq lgyelty ln 1nd-i9 Proc€edE
derlved froa tiie-iife oi uinErali, oF dratsoevcr kLnd and
nabure, proaucca ina-unea fron tire said preu15a5, &E reserved
to cust ffafrtfils-Ina-g{'i-f .
- Xlatrtrpes -!l- tnst^^rnent recorded
rilovneber z, rs6i-i;-'a""i-rie at PagL 40?' ano any and erI
litiicnt""ti itrereor or lnterecta thercln'
l0.Terus'condt'ltions,obligatlons_andreglrictionsascontalnedln protective c"rril""t=-ieiorced lleceuber 20, 1952 in Boqk u4 at
page 403 "" R;;il;in-io.-gsas6 ana anenahcnr to Declaratiorr of
prorectlvc coJlilrt"--foi parts of Lor 20, Btglrorn subillvlsien
and for Sighori"FJ;eivilfbn, first Addtt!.on iecorded in Eook
iiE ,i-pis; tg""i n"ceplion-uo. 972s5 and ln Book u5 at Page
81 as Rec-Ptton No. 97387 '
1I. EaseDent for constructiorr and- ualntenance of gas dlstribution
EyrtcE lr, .oair--ii-Sigh"tt Sr.rbdivlsion ae disclosed by docurent
recorded eugu8l rir-rgos ln Book tgo at Page 405 ae Reception
No. lOI914.
12, Utllity and ilrainage eolt€uents-as sholrn and reserved on the '-- ;i;[-o? Bighorn Srrlalvlston' Flrst lddition'
Oder Nudtber4344-V
The polby ot poticies ro be 6srcd will
sa(isfaclion of tha CornPany:
see continuetlon Page
are hereby offrined.
SCHEOULEB-s€ct€ne
Erccptions
Cofifiitnlefl{ Nu.nbcr:
conbin er(caFtbflS to the lorouing unlss€ ihe sarna ale dbposed ol ro ]he
Exceptbns numbered
tBSa t2slr r l,rg7l
Tg :FVd
STEIWARTTffLE
. cu.'lal.?Y COXlAtar
SVdOHI-UO VZV-]d rUVd
Page 4
BAZSZZST Il_IZ:TT 9661/AttZI
CONTINUATION SHEET
SCHEOULE _-
E-section 2 Corrltre"trNumb.n
Order Number:
{3+4-V
13, Easenent right of way granted-to Holy Cross Electric
Altociation rnc' lv n"fgl9 ct;; ;;;; ihi noruneasterlv l2'5
feet of r,ot r..ii6;.,,--s.'.ucr,,r"il"l-i].o}deo_septe'ber l0' 1979
ln Eook zgo at"iig!'iz-s-""-nlceptlon No' L87224'
14. Tcrns, conditlons. restrlctlons and stlpulations as qo'ngainea
in rosrntrou".'pJ"ii.iiio" "a1
pirW-rriii' Agrreenent' recorded
f,oveaber g' tiEi-i"-itiii itz "t-iist 553 ic Reeeption No'
258870.
15. Easeucnts, resErtctions-and rights-of-ways a5 :lo* on the Plat
rccorded, uoriiill"6]-iia3 -io silL-liz ar'paee 55* as Receptton
Ho.258871.
PEge
-
6l| Aala/rl
zg :lsvd
STE\^IARTTITI"E
C UAlilT?T COI' T'Y
:lVdH-t:lO VZV-ld )l8vd BozszlsrTl IziTt 9661/q7lzl
fsign Review Action ilt
TOWN OF VAIL
Category Number
Proiect Name:
Building Name:
Project Description:
ArchitecVContact, Address and Phone: lnfYl
| ,-?
Legaf Desqiption: Lot \ Block /"' Subdivision
Projecl Street Address:
Comments:
r*r .,rc *re-r,r-
Motion by:
Seconded by:
n Approval
! Disapproval
\,/
f,StafiApproval
Conditions:
,,.'ll1 j /,i.t{I {, -.' J'i' tTiL(--
Town Planner
DRB Fee ere-paio'F? Ll . e-o
GeClu M, GNnlSrenSEN, lvfl.D.
OFTHOTTDE EUi6EHT
16PEorAL-!4!91!€!l!s9H18P!i4l0 PUIA I'EgOALTowEn
1t00 BtNl
HOUlr9N, TFr € r|oo.
rttt) t|g'9e$
September 26t L996
T0 I TOt'tN OF VAITJ
FROM r CECIIJ CIIRI8'
Ra; 3996 Luptne -vail coloraclo
li co be dorre aE mY home ag ghe
I have aPProved uhe
above address'
Thank You.
declc work thEE
'""'*;;:;:N
REV#B.ARD ApplrcArroN - ro,"tvArL, coLoRADo
DATE RECEIVED:
DATE OP DRB MEETTNC:**********
INCOMPLETE APPLICATIONS MAY NOT BE SCHEDVLED FOR &EUIEW.**********
PROJEET TNFORMATION:
D2&
I.
A * F<;ru.r- OF DEscRI pTI oN :, fu-r-z2ttJ C
\Y>uSE / <te- f<J+c,ra
c.
D.
ADDRESs.311 b L.rp,*rz Datn--
LEGAL DESCRI
Subdivi s i on
E.
E'
If propert,y is described by description, please provide
t.o this application.
B.TYPE OF REVIEW:
New Cons truct ion ( $200 . 00 )Addit.ion ($50.00)\ uinor AlLeration
Conceptual Review
($20.00)
($0)
a meets and bounds
on a s epara [.e sheeL.
1ega1
and at tach
ZOITIING:
NAME OF
Mailing
APPLICANT:
Address:
f
TA
rL
C<>lJSTr."!-.'cr']c,il
:r?afr,'a)r, r r.l e.
Phone
H.
U.NAME OF APpLICANT,s REpRESENTATTVE, S{N^g- r\S A.SO\/Z
Mailing Address:
Phone
NAME OF OWNER(S) :rz-, Cra-a-t w t S-"^ial
OWNER(S) SIGNATURE:Cri'N()
Mailing Address:
Phone
APPLICATIONS WILL NOT BE PROCESSED'WITHOUT ,S STGIIATURE
Condominium Approval if applicabJ"e.
DRB FEE: DRB fees, as shown above, are to be paid at. the
t.ime of submi Ltal of t.he DRB application. LaLer, when applying for a building permit., please identify the accurat.e valuaLion of Ehe proposal. The Town of Vait will adjusE the fee according to the t-able below, Lo ensure the correct fee is paid.
PAID:Zo DAT BV:
I.
J.
FEE SCIIEDULE:
VALUATION
$ 0 $ 10,000
$ 10, 001 $ 50, 000
$ 50, 001 - g 1,50, 000
$1s0, 001 $ 500, 000
$s00,001- - $1,000,000 g Over $1, 000, 000
DESTGN REVIEW BOARD APPROVAIJ EXPIRES
APPROVAL IJNTESS A BUILDING PERMIT IS IS STARTED.
FEE
$ 20. c0
$ s0.00
$100.00
$200.00
$400.00
$500.00
ONE YEAR AFTER FINAL
ii)\iC0ir,1ii] l:irii il[iri
I SSUFE:' AlfiD CbifSTRrt(ftft\t
I...:,r
''.: : .
i'.:
-.i):ltr l;.it
\ STZN9Z^J
STREET ADDRESS:
The following information is
Review Board before a final
NAI'{E OF PRO.JECT:
IJEGAL DESCRIPTION: LOT s:.ocx .z
LISI OF ITIATERIAIS
TVISION
tNz \'/2
required for sr:bmit.tal to the Desigm
approval can be given:
A.BUIIJDING }TATER,IAI.IS I
Roof
Siding
Other wa11 Materials
Fascia
Soffits
Windows
Wind,ow Trim
Doors
Door Trim
Hand or Deck Rails
F1ues
Flashings
Chimneys
Trash EncLosures
Greenhouses
Retaining WalLs
Exterior Lighting
ITTYPE OF TTATBRIAI.COITOR
p2V4-9,a1s6 eXrSr,N(.:_ D?ci^_ r.:r r T1t Sr_r6\t-ffuac-g7r-r6:r.l ti.{ SrZE d s w$:2 R-g 6 e.SSi*jZ_
=a^2 S .i<
=s3*a_or,.\ \),t,c,,Sq_ t\O rae---S L.JrLq RZ fe( €At s> !r.a <c"vSr=.*:-rr <ia-t .Name of Designei-:
Phone:
I.TAIiIDSCAPING:
PI,ANT MATERIi,
PROPOSED TREES
AI{D SI{RI'BS
Botanical Name t
C onnon Nane ouantitv. Sizer
*fndicate caliper for deciduous trees. Minimum cal_ioer for.deciduous trees is 2 inches. Indicate height for coniferous trees. Minimum heioht for coniierous trees is 6 feet.**Ind,icate size of proposed shrubs. Minimum size of shrubs is 5 qa11on.
fq)e Scruare Footaqe
GROT'ND COVERS
soD
SEED
TYPE
OF IRRTGATION
TYPE OR METHOD OF
EROSION CONTROI,
C. IJAI{DSCAPE LfGHTING: ff exterior f.ighting is proposed, please
show the nurnber of fixtures and locations on a separate lighting plan. Identify each fixuure from Ehe li-hting pLan i! the space below and provide the height above grade, tlpe of light.proposed, Iumen output, Iuminous area and a cut sneet of the light fixture. (Section 18.54.050 ir)
OTHER IrAfirDSCApE FEATITRES (retaining walls, fences, swinuning poo]s. etc.) Please specify. Indicate heights of retaining walIs. Maximum height, of wa1l.s within the front setback is 3' . Maximum height of walls elsewhere on the property is 6'
D.
rlt *!r
E
--{
m Ia l,- o ,i-E l{;-.io I<: f l! >l I lm: 6 loal fix .+lri S IIP o lis I l=E -is
o.<
dP ;9 (io CE >l
=E H=
_n
1'm It
mo
=z
l-
-,X Lltx
-Tr tl Or-
z=
z=
z
n!
T tn v
={
az lq m;
12r lol t<^
lEo
lF<Ito I r- 'Tl
@!-m
io<
Xl -r
-1 o
m
x
m !I
z
a|.l I
-l m
-J
i\)(tl
o o z a {fr
c){o z
z,O
o
z -{
-i
=m o
f
z
Oa Z. t---t c 3<
-<z Oo
r m
--{
=
l-
z
"'1
9.n -{m nz >m of,l -{>=m
--{
(-
z
IT
H r!z
rn z
H
rlj F
F F F r>if lo l!rn
rn
IF |(,
lo
IFU
t>
b.i r
t<rll H
F r)tr ri
.)
'r!
I
7
-,]x
!
I
H
z
v)
P
H
2 t>B
olR Flt{c)tf{
FTIE rrtx IX c)tF lqtx
'dt4 r-rlts|@Dl Htx rntx zt&(ntx
rntx zle
I
I
E l€
lz lo
l:t>l-
lB
I
{F H
3 H
P FI H
m
a -t
s'
I
s'\|
-t l-r mlO rl=
lo ll t>
lF
lm
t!/
lz
lo
I
I
I
I
I
E
|-4 z
z
t-
E
z
l+lo
l=
ll l>
lF l!
lF lz
le
I
I
l-l(,l;lt!
5
I
t
lo l-t{E lzE loP l1t li l< F,t=F TH tvd tml lO l-i lztr
tT I fr,IF l,- H I(,F l-rl!trH t4z IF tt
I
LN
l-.r to l{
lz lo
ll t>l-
-l
(o o -.r
d3E o9d
:.OO Q *'\<^::^.x *x
f:-
-R{:EO
=-O-jq)(o
-do o !af
J -*o'E -
i"r2
=oJ o
^l-
:9*
O+q
*=E
!) -X'-r + ili
=+-ru x'
't'! f (D .=o o,'<.
=-<OO
:<. f C
o,d==<:..: r-:x=
ts=joo
lci E;3 ;x=3;9
ER6 a::(,,'o=.
ad <.€
O-@ {o)
ci o
fo Xc
co
oa
P3 =.*
=o G) 0t
(,o oo
o--g
f(o o--
f+o;
\ \9i \ \4X
\ E(,
\O N
,,. .'$ I \\ d=
IVE \\ \a
l'$g I t\ <.I !\\,t 33 { go -Yo IF 6 _q,
oo_
Yq
(o-
z
J I
m
€z
m
l
z
t-.lt
m
{(n
z
m
m
m o l< .
lz
12 ]-':
L;
-l
9+m
> lo "l
I
I
I
I
I
m
-l
q
;
E
1-
I I
I
P
lo
I
t-
!
1
t-
I
z
U)c
l-
z
-t
!m
-t I o x z
m
I
a
r c
m
I l
T
2
I
z
I
ll
m !
o m a
o €m
a z o
C
4 -l
o o o
0 :o z c
f
I
z m {
m
i
z
a X
=z
:
n m
I
-o
m
c !
t
c
-.1
z
X H
z
z
F
I
|n F H
6)NF zx=mx;
4::fi F bo
-!-n =zc)6qo o<z uOul
Io 64.o= S b z <,/,^^^nzz
€
T
r\)CD=
n<
=
I
z
z
{
F]
r r
F
t
:o
o
o
o z
z o
F
-
=o z o
m
Q)
=z
=z 6
-.1
i
--l
m
g
z c)
'n n
;r
-{m
o
'zl
E P 4 z
I
I
5
-{
t-
m
=-
'Tl
m m o
€
t--
o
P r.
U'
m
J
x
l'm
z
m !
m
z
m
m {
m o
m t x z 'n m m
m
I
z :
l-
c
=@ z
m
m
..t
-
t-
z o
m o ,
c
z
3
=
m
3
=al
m m a
VALUATION
!m n
=z
9
=m
z
t-
3
z
m
m
I 2
!
s.
5.(Jl
s
(.^) (^t tn u)s.
l\t'rt
(r rn;?
ilnlq(
oro* oF vArL coNsrRucrror}*v tl tggtpERr'rrr #,llL4
PERMIT APPI,IqATTON FORM
oarn: rt\rL\44
, APPLICATToN MUST BE FILLED OUT COIi{PLETELY OR IT MAy NOT BE ACCEPTED U I****************************** PERI,IIT fNFORMATION *!r***************************rl [ ]-Building [,,\-nrumUing [ ]-Etecrrlcal ffi-Mechanical [ ]-other .\
JobAddres"t@
Lesat Description: rot I r.',cx-L r.rrr'n *to*S$ru)rrt-I",t,.M
-r Address : \ {.3o (*.^ \rlz.uolg lL_=** en [6zt- tiqUo
Address: I(Xlo <' \5r:nsrnCe Rg pnfuJ4il_
Job Name: (,*€.6rz
Architest:
General Description:
Work Class: [ ]-New
N\ELJ
F tyr,-r,t>N 6 _Bt+<t _Er"A4_t)[ ]-Alteration [4.J-Additional [ ]-Repair [ ]-other
ftU.t
and Type of Fireplaces: Gas Appliances
lf* * * * * * r' * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATToNS
Gas Logs_ wood/petlet__l_
Nurnber of Dwelling units, 1
BUILDING: $ELECTRTCAD: $
Number of Accommodation Units:
*********************************
OTHER: $
TOTAL: f
****************
Phone Number:
Town of Vail
Phone Number:
***************
Ree. No.444-b 1!*2fr46-
Reg. NO._
I
BUTLDING:
SIGNATURE:
ZONING:
SIGNAN'RE:
pr,uMtsilic I T-r4F r.rrffreuicaii trrF iori^il r v I * * * * * * * * * * * * * * * * * * * * * * * * * * * CoNTRACTOR TNFORUATToN * * * * * * * * * * *t Eeneral Contractor: Town of Vail Address: f3'O
ELectrical Contractor:
Address:
Plumbing
Address:
Contractor:$-*R
*******************************rt FOR
Mechanical contrqcto_r r @ Addressz ar{ 54"1 \W
BUTLDING PERMIT FEE:
PLUMBING PERMTT FEE: T
MECHANTCAL PERMTT FEE3 %-
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Town of vail Reg. No.l5l I>Phone Number: 4q Affi
Town of Vail Reg.No. \3f P
Phone Nurnber:
oFFrcE usE *******************************
BUILDTNG PI,AN CTTECK FEE:
PLI'MBING PI-,AN CHECK FEE:
I'{ECHANICAL PI,AN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
=Z---
-?i -
VALUATION
CLEAN I'P DEPOSIT BEFT'Ifi)
TMN OFVAIL
75 South Frontage Road
Vail, Colorado 8/,657
303 -479-2 I 3 8 / 479-2 I 3e
FAX 303-479-2452
1
2.
Departnrc nt of Comnutniry* D eve lo pne nt
IlrFORMATIOll NEEDED TIHEN APPLIINE FOR A I.IECHAIIICAT PERUIT
2
4.
HEAT LOSS CALCULATIONS.
TO SCALE FLOOR PLAN OF MECHANTCAL ROOM WITH EQUIPMENT
DRAWN IN TO SCALE, WITH PHYSTCAL DIMENSIONS AND BTU
RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM.
SHOW STZE AND IJOCATION OF COMBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTALLED IN
MECHANICAL ROOM.
FAILURE TO PROVTDE THIS IITFONUATIOII IIII.L DELAT IOUR PERT{IT.
Seg i3r-..rf-Parrur-; t-za trnzc**r..tr(.+L Rclcrf\ Dfu-A-J,N6 (<HAr-- a.,).-r r+rg 19 Ad \tl\rf.*-ul$ -n> Tl$-<- frltrs-rxlg^ H..r..rs._, Nc, Ne^/\-l fu2 |V-<JL (o U., Atr€g |t r/.+.'-4L1 t_fr tca 13, ,+DA€A,
T3otLEE 2 t (),r,'oc)
D*vr)l5Cs,ofr)(Z *-ckt-ztt-S f 5,.:-o .--q)
4(
(
r'.or{tll9-r lL)Nt fu L
I
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Departntent of Contmunity Development
SENT VIA CERTIFIED MAIL
Wq -2l 2 - 7s z-
February 20,1996
Mr. Cecil Christensen
1430 Plaza Medical
Houston Tx.77201
RE: Building Permit Applicanon# 7125
A review of the Town of Vail Building Division filcs indicates that there has been no recent
activity with the above listed building permit application. The 199 I Uniform Building Code,
Section 303 (d) . requires cvidence of construction progress each 180 days to avoid expiration
of a permit. As per Uniform Building Code Section 303 (d) , your permit has cxpircd.
Ifno response has been received within 20 days ofthc above date. this filc will be voided,
and the file will be placed in the permanent file. with no further inspections authorized or
deposits retumed.
{,
Charles E. Davis
Building Inspector
{2 *u"'"""o 'u'*
NOV 16 '94 EE:14ffI'1 G.TJERS/SILVERTHONE,CO'
s/N 3204
Job #s For: 22X30 ROOM
By: l'tOuNTAfN HIGH PLG
TISATING EQUIPMENT
Make
I{odeI
Tvpe
r?-ftclency / HSPF
Heatlng rhput
Heating OutPut'
Low OuiPut Basebrd
Eqta1 Low nasebrd
Hign OutPut Baeebrd
Total Hlgh Basebrd
SPacB Thernostat
RIGHT-.] gHORtr FoRM I
( : ///..:/ "'/i' ,rr" ' ' ./-' , .: I , t:"1i' 1 /:l :L
: , 1 ./ /"
COOLTNG
Make
ModeI
Tvp6
c6b,zrnn/susn
Senslbte Cooling
Latent Coollng
Total CooJ-ing
EQUIPMENT
Actual Cooling Fan
Clg Alr t'low Factor
Load $eneihle Heat Ratlo
outslde db
heide db
DeElgn TD
DallY Range _Ineide Hunid.
Grains wat€r
Congt. QualltY a
# of FirePlaces o
0.000 C!'MlBtt
I 1./1
3-05-93
Htg clll
L7 91 70 75 53 16
-M -50 -36
0,0 0 Btuh
0 Btuh
0 Btuh
O CFM
i.Eu't uW - ''ilj'
o.o 0 Btuh
0 Btuh
590 Btuh/Ft
17 Feet
0 Btuh/rt
0 Feet
AREA
SQ. FT.
HTG
Btutt
CLG
BTUH
ESBRD FT
LOW HIGII
CLG
CFM
660 I 10151 |
L7 ol ol
ROOU I
0
0
o
o
t7 ql
I
I
t
F.
Entire Houae
Ventllatlon Alr
EgulP. e 0.95 RsM
Latent Coolrng
660 10151
0
660 |10151 I
ol ol L7
TOTALS
---/--f->--t / /.\\3//-i\qq7
o o z (n
{7 C ()I o z T
-tm :l F *13 Hl-
d
m n^DdL_i - F P{,LE
flE l*' : 3 e= I'i I 3 il 19 c t 0o l;: e.2tm!l=T g l=E i LJLI r 5 rr 6 €Y'- I o->- 6 E ocl ; 9 >= i o 16 F E z fi5 /1
il r
=
--t
@ r
l
=z
z
H
z
=m
t.
H
z
z
=
H
z
H X
!
!F Iu)
I
t.)
I \o \o
=z
m
o
Z11
an
3 m o I
z
o
o z
n
-{
c)Qr zt--lc 3=
-1 z C)c)
t-m
-t
=
7
2"
nz >m
--r >or-=m
-
l-.{lo E
lz lo
l1l t<l>
lF II lm lo f
lco
t?
Fn
tJ
I
Ln s'
l.J
l-r to
l€
lz lo
l'r1 l<t>
lt-IT tm lo f lz
le
l
6){
€
rq
F H H
=
!
I
+ l-l mlO
Fl=
lo
l:t>l-
tm
le,lz
le
I
I
I
I
I
E
lz lo
l-rl t<t>
lF l!tm lo f lz
l-l to l{
lz
t9
l<t>
l-l!
E,z 40
-iJ m lor
l6o lE9 t;<lpo lr- a
m Ftr 3=s. -.1
-{o
m x m !-{
z c
I I
m
-.J
F-(Jl
!m
-l I o x z m
:D
c fi
ul >9
UIE;frlHn Ol Fl>OlFr-ttoH lzt)'i
los
lco <
I r92 A
lEs 9 I'F thi lfii 'It'l N
lul N
tvt u,lgl D
tcril
l"l tl tl tl
Nt-a't --{
;"i !
io >.n Zo 1Z c)ul 7x
o 2
-I
n<
$3$3$;3699
Ei:qi
8Et.=B I tas E i 1i=tsF
f (/' O Y:t - = -.o ot
P5 f;:
+5ige
:n433
t+iF;5,5E +6'cL+oio,n O * iio
A*EIF
F8 il &=
+3u a =[:l3l i 9*or:o)Isro=.
z' ::ol-
ril rr orP
E:S 'tFr
I
I
I
lr-INJ
1l
,I l\o A'
I
lt tnl
-tF otz
=tr'l
C(-tztt gSa il$_L nlt,
!m T
=
=z o
DATE:ilOrJ 3 0 i'gs4
ApplrcArroN MUsr BE FTLLED our coMp,,,ErErry oR 1g\i,A$#$, BEV.UbBlr""r-r..,.Jr or. srrrr.J.su Lrur. uu!u/r.lt;'r'!;.Lr oR ltlv*gunss, 9DIA€eEPTED .T
x***************************** PERI{JT TNFORMATION ****!rr***********************, I r'''./
t
Job
l-Building [ ]-plunbing P(rrectricar [ ]-Mechanicat [ ]-other rA-\
Nu "r@t "oo ouu"ess.WLr*,uzDu,
Legal Description; Lor I arocx;L ,irins =-Hr,,rrl gD , y'.
.-- /^owners Narne: ( -tc, - Cu^,sn"StJAddress: l4T; P.azaNI:g,,c+r_
Bir-*oAd fE
General Descriptio"t
l{ork Class: [ ]-New [ ]-Atteration P(]dditionat J 3in"p.i, [ ]_other
Nurnber of Dwelling Units: t Number of Accommodation Units:
1[*"t
and Tlpe of Fireptaces: cas Appliances- Gas Logs- wood/perlet_
{********************************* vALUATToNs ** ******* ** **** ****r} **** *** ******
BUILDING: $ _ E',ECTRrcALrlJre-O*, .TSER: $P^LUMBTNG: T- r,rnerrarni..ir.. i.+ r
Electrical Co
Address:
Plunbing Contractor:
Address:
Town of vail Req. No. i6OE
Phone Nunber: ot2l. S+1r_ -
or:qa
Mechanical Contractor:
Address:
Town of Vail
Phone Nurnber:
Town of Vail
Phone Nurnber:
Reg. No.
Reg. NO.
oFFrcE usE *******************************
BUTLDTNG PIAN CHECK FEE:
PLUI-IBTNG PIAN CHECK FEE:
MECHANICAL PIAN CHECK FEE:
RECREATION FEE!
CLEAN-UP DEPOSIT:
TOTAIJ PERMIT FEES:
******************************** FOR BUTLDING PERMTT FEE:
PLT'I.'BING PERMIT FEE:
MEcHANTcAL pERI{rT ren:
--
ELECTRTCAL FEE: fr@
OTHER TYPE OF FEE|,
DRB FEE: lea i
BUTLDTNG:
SIGNATURE:
ZONING:
SIGNATTIRE:
VALUATION
CI.EA}I I'P DEPOSIT REPT'TID
dD_-
=
=rrh...3il4,\ev
o o z ul
-{n c
6){o z T
-r Fl -l7 3l=ql=
d
tD m
Ig LO r-'.h E I<X f l;i 3 l9n l lri S lnP o
11 q 9 l=F
=35
o<Te d8 ng ctt >l rE ii=o 'rl
m
fiflE
'f \a;
tn:=
= ar /^r
I>"',r
D!tr
3P
z=t-t rn
2Z
66)z
flfrFt ""],#
q,z lq ri il bl l)l Ho FO H1't!
LO h.r 'tl
m :t);s.=
J o
E
m x m .It
-l
o z (-o
@ 2 {m
1o -.,t-{ni qn
o z +
--{
c)
9p -{c
8E d3 v
2,-{m nz.>m on i>o|-n
o
=m
-1
(-
z
3 m
H
z
z
H
z
'tl
=z
--{ l-l mlO
Fl=
to
l-Yl
IF
lm
IF'
la
I
I
I
I
ll to l{
lz
le t<t>
lF t,lm
15,l2
l-i lo
l€
lz
le
t;
lF lI
lm
lo lz
l-r to
l€
l3
t;F lr,lm
l6-,
l6
I
-n
E
z H
o
z a H
c)H
z
lr
l€
lz lo
l'r1
It
til
P
l6 l*lF-lF ll lrE
I
l.J
I
N)
ln o\
= l'n
=l=> l.\xt€;IP stE rn lE lFt
l*
lFd IN t>IH
l"
I
I
I
I
F.\]
o\
I
5
tr D F m r)
FI
F)ts
F r)
w ts lh ts
14 z
ll)rd
Fl
>({
\l.-J
o,5l
IN
0)O-@O-
B:R
d g,E
R iiP
l=-
Yoo -P{{Eo-
=B€
f-*o:af
-Oqt J --
i-r2
=$o e 3.a ioP
od=
lt -(,g- ilr ! 0rO
0r -='_f +u
6q3 o
=.
--
=-i=rtlo <-lo
593
ftt -.ordr =s.=-{o=.r(D ; o3 jg9
o-=
lc-i E:;
e ii=.
6 a'3 !ro:
a3E
Ulo=.
D)-O *' o.
!r t v,
qt
a
u,
@
ql o
J o
-l t
o
N
(o
o)
(t
g
o.
r<
u,
o
o.o It
o,(D
2.(o
o t
D
o
o
c
3
(o
o
o
DI
o
c)r
P z
E
H
FJ
Fj
c>
I
-{
m
'tl
m
o o z
!
o
'r'l o
=o m -'n
t-
a :z l
z
t-
m
{a
2
m m
m
l<'
l2
tz
t>lr-
l3
IP
t_
I
l
{*i
co lm
> lQ "l
I
I
q
:r
=
F
z o
r
I
z
m
=o x z
m a a
I
r -c m
I
m
o I --l
2
-l
z
l
m !t-
m a
€m
a z
z
=
o o
o 0
j
z c z
--{
z m t
t-
m
l
F z
l
z
X x
tn
f
m
o
n
=z
Oru*I oi E Ri E 53 n!-n
=26 iitQo o<z ! 99 Io 64 6= 5 b za o6 6 nzz
€
v 7
n<
=
N
N
o
z -
b
"1
--1
--t J
-l €
o
z z o
F
@
F
2 o z o
m (,
z
=
=z
gr,
a
--{m
>=l z;,
.=:
C/) O:r+l
Etl gl
I
I
ol t,Fl
rl
+.l
ol
{l ml
I
I
I
I
I
E z
FI
P z
2r
I
\J
F.
-r .It
m
='tl
m m U'
{
t-F
c)
r t-
a
m
"l
x
t-m
z
tn 'o
-{
m
z
m
m €
,
m
m
=z n m m
=m
z =o z
m f-m c)
()
t-
2 o
m o x
@
F
2 o
m
-.t
T m n
=-{
'Tl
m m at
VALUATION
!m .F 3
-{
z o
=m
2
t-
T t-
3
@ z
m t-m o
x
r
@
t-
2
(,5.
|.J
I
(,'r 5
w r8
Al vlqq @,
TOI{N OF VATL CONSTRUCTT
,;;,:,W
^/n ,/u/rr # '/02 {
PERMTT APPrrIcAFroN
DATE: .r'i\, e.\eA*qi:
Legal Description: Lot I aUeX_L ttltrn ,urorurrron,-' J
l43,o Fozn owners Name:(-".t. a;*,\ Address: H.r,.,,.._-.,.rN, I?c.r*{ -11tt* pn-1qtP;/Zb
;;:;;.";; r^^.-"-r R^-" ;;."=;
General Descriptisp;' --:Za--rrb Fucc,R_ p-.r5;Crlv\. S5.>11111r.,o.\
r,work class: [ ]-New [ ]-Ar.teration ftj-Additional [ ]-Repair [ ]-other _ \ |' r vb
I
I Nurnber of Dwelling Units:Number of Acconmodation Units:
^ ljpnber and rype of Firepraces: Gas Appriances_ Gas Logs_ wood/perlet v
lT**'t****************************** vALUATToNs ** *** ** ** ******** *** **** * * *******
iurr,ortoc, r4c,y: IpcrRrcAL: l : *,__ orHER: $PLLruBn;c, re@. iecHAiiid;; i- ;&;i:3E_
Contractor:
Address z, T>r., €;:
Electrical Contractor:
Address:
* ** * * ****** ** *f,?* (fi ** ****
Town of Vail Reg. No.W -b
Phone Number:
Town of Vail
Phone Nurnber:
Town of VaiI
Phone Nurnber:
Town of Vail
Pbone Nurober:
Reg. NO.
Reg. NO.
Reg. NO.
oFFrcE usE *******************************
Plunbing Contractor:
Address:
Mechanical Contraccor:
Address:
***************************lJ*** FoR BUILDTNG PERMIT FEE: n?/)-PLI,II{BING PERMIT FEE:
MECIIANICAL PERUTT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DPR FFF.':.' '."1, .l
BUILDTNG PI.AN CHECK FEE:
PLIJI'{BING PLAN CHECK FEE:
T'TECHANTCAL PIAN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
,/i
3/q "
BUTLDTNG!
STGNATURE:
ZONTNG:
SIGNATURE:
CLEA}I I'P DEPOSIT REFI'}ID ].- coNsi-e.--'nc,+./ lu4{o.-n,vr/ /^/(' .
Plan Review Based on
the 1991 Uniform Codes
, NAME: CRRISTENSEN REMODEL DATE: 9-14-94
' ADDFJSS: 3996 LUPINE DR CONTRACTOR: TNT CONST I vAL. coLoRADo ARcHrrEcr: GWATHMEypRATT
OCCUPANCY: R-l ENGINEER: NONE
TYPE OF CONSTRUCTION: V PLANS EXAMINER: DAN STANEK
CORRECTIONS REQUIRED
The items listed below are not intended to be a complete listing of all possible code
requirements in the adopted codes. It is a guide to selected sections of the codes.
The following is not to be construed to be an approval of any violation of any of
the provisions of the adopted codes or any ordinance of the Torrn of Vail.
1. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND HALLWAYS AS
PER SEC 12IO OF TTIE 1991 UBC.
2. FIELD TNSPECTTONS ARE REQUTRED TO CHECK FOR CODE COMPLTANCE.
3. HANDRAILS TO MEET SEC.33O6 OF TIIE 1991 UBC.
4. IF STAIRS ARE REMODELED TI{EY WILL HAVE TO COMPLY WITH CH. 33
OF TTIE 1991 UBC.
5. A STRUCTUAL ENGINEER WILL BE REQUIRED TO OKAY ANY STRUCTUAL
CHANGES BEFORE FRAMING INSPECTION WILL BE APPROVED BY TOWN OF
VAIL.
6. EGRESS IS REQUIRED FROM ALL BEDROOMS AS PER SEC. 1204 OF THE
1991 uBC.
.,
{l'il INSPECTION REQUEST r.-'ill I'-l- |,1
PERM@
TOWN OF VAIL
479-2138
READY FOR INSPECTION:
LOCATION:
TUES WED THUR . FRI
i
PM AM
I
\, .
-lfF
\\' o nnenovao j
v\.r- -.\ CORRECTIONS:
DISAPPROVED D REINSPECTION REOUIRED 't .-"". ,,, /.,i"
CALLER
BUILDING:
tr FOOTINGS
D FOUNDATI
tr FRAMING
PLUMBING:
/ STEEL D UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATER
ON / STEEL
n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB -n_
_ r-l
tr FINAL
MECHANICAL:
D HEATING
O EXHAUST HOODS
tr SUPPLY AIR
-r-r
tr FINAL
tr SHEETROCK NAIL
o
tr FINAL
ELECTRIGAL:
EI TEMP. POWER
tr ROUGH
tr CONDUIT
tr
EI FINAL
DATE 1 INSPECTOR
-INSPECTION REQ
TOWN OF VAIL
479-2138
' | .,, ,,' !.
I
UE ST
PERMIT NUMBER OF PROJECT
i ;.,DATE JOB NAME
MON
CALLER
TUES THUR FRI READY FOR
LOCATION:
INSPECTION:WED AM,;PM
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER tr FRAMING
n ROOF & SHEER " PLYWOOD NAILING D GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL o
tr !
tr FINAL tr FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
B HEATING
tr
D
D
ROUGH tr EXHAUST HOODS
CONDUIT D SUPPLY AIR
tr
tr FINAL tr FINAL
tr, APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
Fa^J,a or c?,
R. J. lrish
Consulting Engineering
Geologist, Inc.
October 9, 1994
Gwathmey, Pratt, Schultz
Architects, P. C.
1000 South Frontage Road
West Vail, CO 8l 657
Attn.: Mr. Eric Johnson
Re: Addendum Report, Engineering Geologic Hazard Study (Avalanches), Cecil Christensen
Property, 3996 Lupine Drive, East Vail, Coloraoo.
Job No.33l(289)
Gentlemen:
As requested by Mr. Randy Stoddard of the Town of Vail, and as authorized by Dr. Cecil
Christensen, I returned to the subject property to re-investigate the avalanche hazard that,
according to a Town of Vail avalanche hazard assessment map, is associated with the property.
In my initial geologic hazards assessment report on the property, dated september 1,
1994' I stated that the property was subject to 2 potential geologic hazards: debris flows, and
rock falls- The risk for both was assessed to be low. I concluded that, "Otherwise, geologic con-
ditions pertinent to the Christensen property appear to be benign. " That sentence was intended
to convey the concept that if a particular geologic hazard, such as an avalanche hazard,was not
mentioned, it was not relevant.
The Christensen property is not subject to a significant risk of avalanching. Only Z ravines
debouch onto the property (as stated in my initial report). One traverses the northeast-facing
slope of the Gore Creek Valley immediately to the east, the other traverses the slope of the
valley almost directly upslope from the property. The former, generally a shallow, steep-
sloped trench only 20 to 30 feet wide, heads about 1400 feet in elevation upslope at the base of
a rock cliff. The mountain slope traversed by the ravine and for hundreds of feet in both direc-
tions laterally from the ravine is entirely forested, mainly by evergreens. The ravine nowhere
along its length is bounded by a large open area, or park, within which snow could accumulate
and fail as a body in sufficient quantity to form an avalanche that would utilize the ravine as a
conduit to the valley floor. ln contrast, about an eighth of a mile to the southeast, the northeast-
facing slope of the valley is marked by a several hundred foot wide avalanche path that extends
/10I West Yale
Avenue. No 601
Denver Colorado 8l)22 /
30:r-986 6658
flonsrIlarlt i.j 1le.;.,-rers Coitlraclors. P anners
R. J. lrish
Consulting Engineering
Geologist, Inc.
about 'l 400 feet in elevation from the floor of the valley to the same cliff where the previously
described ravine also heads . The christensen property lies well northwest of the run-out area for any avalanche that might follow that avalanche run, and is protected by stands of evergreens
growing along the toe of the slope and by a debris fan at the mouth of the eastern ravine that
would tend to divert any avalanche flows away from this property.
The second ravine heads at the foot of a rock-faced bluff only about 200 feet up the slope.It, too, traverses a densely forested area (mainly evergreens) lacking parks where a snow field to feed an avalanche could develop.
These observations and conclusions should allay any concern that the Christensen property
is subject to a significant avalanche hazard. certainly, the proposed addition to the residence
cannot create that hazard
Yours
Consulting Engineering Geologist
F!!_ t c0Py
75 South Frontage Road
Vail, Colorado 81657
303-479-2138 / 479-21 39
FAX 303-479-2452
September 1, 1994
De parunent of Contmunity D eve lopment
Mr. Cecil M. Christensen, MD
1430 Plaza Medical Center, 1200 Binz
Houston. TX 70004
RE: 3996 Lupine Drive, #A/Lot 1, Block 2, Bighorn 1st Addition
Dear Cecil:
In accordance with your letter ol August 3, 1994, I hereby grant an extension of one year to
the Design Review Board (DRB) approval which was granted lo you previously on August 4,
1993. Under Section 18.54.010 of the Design Review Guidelines, staff has the ability to
extend the period of this approval for up to one year. Thus, I am granting you an extension
to the date ol August 4, 1995. lf you have not applied for a building permit prior to this date,
your Design Review approval will lapse and you will have to proceed through the process
again prior to going fonruard with your project. lf you have any questions regarding this matter,
please call me at the number of above.
'Sincerely,
Randy Stouder
@eonu Afl, @mmrcteNseN, fi4,D.
ORI}IOPEDIC ST'RGERV
SP€CI UZINO lN JOINT RE@tlStRUCTlOf{
r43O PLAZA MEDICAL C€NIER
1200 BrNz
HOUSTON, TEXAS 77004
(713) 526-9986
August 3, L994
TOV.
AU0 0 1s31
uitil'ilvl. liEV,DEPT The Town of Vail
The Department of conmunity Development Vail, Colorado 87657
Gentlemen:
On August 4, L993 I submitted some plans for a remodeling of my
home at 3995 Lupine Drive fA. f have not completed the project yet, and I would like to get an extension for the deadline of this project, perhaps for an additional year if possible.
Please notify me of your decision. .. r, 4 ,. \ t ti,tlWd t/t I ,, '' 'r),q p.J/n''. h\,'t \
M. Christensen,
{
cMc/bd
r -J \... -,
I r n DJ --'-'1, ., noylrr,prfi lS
,,,osr[\f \_ o w t TtK L vo'-\"-
,'JtI1, lo{,' trC4t h\t9'-/n'l ' l0L-^ . '- , \t' '
'\ "
Nr\,t, {.lt ftr,il' ?!ar.iii}, "}Ti:b"""."'n\l \ .I HOuStOn, TX 77004 i{zv t ,\t
r _4rOt'l0 September 1, 1993
^(
Town of Vail Community Development $gd'111 South Frontage Road West /l,rn\ 'Vail, co 816s7 j{/{fl'
\-0'Re: Christensen Residence
3995 Lupine Drive Vai1, Colorado
To Whom It May Concern:
Regarding the issue of my property at the above address being in a geologically sensitive area as determined by the Town of Vail debris flow hazard analysis, I have read the September 1, 1993,letter fron R.J. Irish ConsuLting Englneering ( #289').
Having received personal notification of the fact that said residence is in an area of geological sensitivity, f accept the conditions of the report and notice of the studies conducted to date with regard thereto.
Dr. Cecil Christensen
STATE OF
coul{TY oF
The fo:
d.".Y of
coLoRADO)
) ss.
EAGLE )
r4 was acknowledged before
, ts13 , ny
me
Witness my hand and official seal.
Sj-nceggly t
l:''t-z
instrument this 3
Notary
My commissions expires:
,t *t'
Gwathmey, Pratt, Schultz
Architects, P. C.
1000 South Frontage Road
West Vail. CO 81657
Attn.: Mr. Eric Johnson
Re: Engineering Geologic Hazard Study, Cecil Christensen Property, 3996 Lupine Drive,
East Vail, Colorado.
Job No. 289
Gentlemen:
As requested by your Mr. Eric Johnson, the undersigned conducted an engineering geo-
logic reconnaissance of the Cecil Christensen property and vicinity, in East Vail, Colorado.
The property, at 3996 Lupine Drive, is Lot l, Block 2 of the Bighorn First Addition (SE1 /4
NE1/4SEl/4NE1/4,Sec. 1l,T.5S.,R.80W.). Thatlotliesatthefootofthenorth-
eastern-facing slope of the northwest-trending Gore Creek Valley about 4 miles east-
southeast of the town of Vail and across the floor of the valley from Interstate l-70, in Eagle
County. A backslope cut about 3 feet high borders a level pad excavated for the duplex
building. I understand a 500 square foot dormer is to be added to the second floor of the
southeastern unit of the duplex. The ground around the duplex would not be disturbed by
additional cuts or fills; and the ground water regime, consequently, would not be disturbed
by this planned construction.
The ground upslope from the building curves from about a 3:1 slope to about a 1.5: 1
slope within about 'l 00 feet of the backwall of the building, and rises to two bluffs of bed-
rock, one about 200 feet in elevation above the property, the other about 400 feet in eleva-
tion. Down slope from the building, the floor of the valley slopes gently but with some topo-
graphic hummockiness to the northwest-trending channel of Gore Creek, located about 275
feet northeast of the property.
My objectives have been 'l .) to generally outline geologic conditions pertinent to the
property; 2.) to evaluate the probable impact of those conditions on the planned construc-
tion; and 3.) conversely, to assess the probable impact of the planned construction activities
/1(ll Wesl Ya e
AvenLie. No 601
Denver Co orado 80227
303.986-6658
R. J. lrish
Consulting Engineering
Geologist, Inc.
September 1, 1993
Corslrllaill l(] Desr(lrcrs C()rlrarlots PlaInerS
R. J. lrish
Consulting Engineering
Geologist, Inc.
on the natural geologic conditions, with particular reference to geologic hazards such as
landslides, debris flows, avalanches, and rock falls.
Sedimentary rock strata of the Pennsylvannian-age (about 280 to 320 million years
ago) Minturn Formation constitute bedrock beneath the floor of the valley and its south-
western slope. These strata include sandstone, siltstone, and shale mainly, but also a few
thin to thick limestone beds. They appear to strike eastward and to dip a few degrees south-
ward, thus into the ridge slope. The Christensen property, at about El. 8400 feet, lies at the
topographic transition of the steep valley slope to the relatively flat valley floor. The ridge
peaks at about El. 1 1,020 feet about mile to the southwest, thus the ridge slope averages
about 2: 1 . That average is somewhat deceptive, however, because the slope above the
property is disrupted by 3 near-vertical bluffs of bedrock about 200 feet, 400 feet and
2000 feet in elevation above the property. The lowest bluff is about 20 to 30 feet high, the
middle bluff is about 50 to 75 feet high, and the upper bluff appears to be about 50 feet
high. Otherwise, the bedrock units are blanketed by residual soils and soils derived as
slopewash and debris flows estimated to range from a few inches to several tens of feet thick.
The soils support a dense growth of aspen from the floor of the valley up to the first rock-
faced bluff, but primarily evergreens above that first bluff. These bluffs are faced by thick
to very thick-bedded, fine to coarse-grained a*osic sandstones separated by seams and thin
beds of sandy shale. Several boulders with maximum exposed dimensions on the order of 5
to I feet are scattered on the slopewash apron below the lowermost bluff. They are partly
buried in the soils. Most of these are composed either of limestone or of sandstone, thus
were derived locally, but a few are composed of granitic rock, thus are erratics. That is to
say, they were dropped from one or more of the glaciers that occupied the Gore Creek Valley
during the 2 million year long lce-Age, which ended in the valley about 10,000 years ago.
Two potential geologic hazards are evident on and upslope from the Christensen property.
The duplex occupies a sector of 2 coalesced debris fans, and the blocks of sandstone strewn
across that fan and the adjacent slopewash and residual soils, which together form a topo
graphic apron down slope from the lowermost rock bluff, evidence a rock-fall hazard. The
risk associated with either hazard has 2 components: the recurrence rate (that is,how often
the event occurs) and the magnitude of the occurrence. Either component can be evaluated
and estimated only in empirical terms-- low, medium, and high-because the state of the
engineering geologic practice does not permit a quantified, objective analysis, only an em-
pirical, subjective assessment based on the geologist's education and experience.
The 2 debris funs were debouched from two ravines, one immediately to the east of the
property, the other almost directly upslope. The former is a few tens of feet deep and quite
R. J. lrish
Consulting Engineering
Geologist, Inc.
Job'^"
ulii'r
narrow, and heads about 1400 feet in elevation above the floor of the valley. The latter is
quite shallow and heads in the lowermost rock bluff only about 200 feet in elevation upslope
from the valley floor. Both ravines have densely forested side slopes, and the coalesced
debris fans, aggregating about 900 feet wide across the toe, similarly are densely forested.
Some of the trees are as much as 1 8 inches to 2 feet in diameter, thus the most recent debris
flow event of significant size appears to have been no earlier than several hundred years ago
and may have occurred many hundred to several thousand years ago. In fact, significant
debris flow activity for both appears to be essentially precluded by the dense vegetation that
covers the slopes from which the rock debris would be derived during any intense rainfall
or snowmelt. consequently, I believe the risk of a debris flow debouching from either
ravine to be low, and the risk of a recurrence of a debris flow large enough to damage the
building on the Christensen property to be low likewise. Water carrying a small amount of
rock debris, however, probably is at least an annual event, and probably an event repeated
several times a year. For those, the water would be the problem, not the rock debris they
carry.
The recurrence time for rock-falls from any of the 3 rock-faced bluffs that overlook the
property appears to be long. No fresh scars evidencing recent detachments of rock from the
two lower bluffs were observed across either the lower or middle bluffs, and all of the large
blocks on the soil aprons below are buried at least several feet thus settled at their sites a
long time ago. Still, some of the layers of rock on the fuce of the middle bluff have been
undercut by the loss of some of the rock below, and are cantilevered out of the bluff face.
In any event, cobbles and small boulders of rock that might fall from either rock-faced
bluff should be trapped by the trees and dense brush. Only very large rock blocks might be
able to crash through those vegetation barriers. The risk of that magnitude of a rock fall, I
believe, is no more than medium for the life of the Christensen duplex. The uppermost rock
bluff, almost a mile from the property, is too far removed geographically to constitute a
realistic source of rock-falls that could reach the bottom of the valley through almost a mile
of dense forest.
Otherwise, geologic conditions pertinent to the Christensen property appear to be
benign. The aspen-forested slope to the base of the lower bluff above the property appears
to be free of landslides, and the ground between the lower and middle bluff and above that
middle bluff is densely forested with evergreens, thus unlikely to be unstable (unless
disturbed) or to harbor existing landslides.
So long as the natural ground stability is not significantly disturbed by large cuts or
fills, or impoundments of natural drainage--and these are not planned as a part of, or likely
nJ'*od
to result from the addition of the planned second story dormer--Ilg Ilanneg colstrugggn
p.roperty, and could nd lng hg4lt!g.
Cpn*qu"ntty, ttr"t U
R. J. lrish
Gonsulting Engineering
Geologist, Inc.
Ut)g'l
Consulting Engineering Geologist
t... -".
Name:h'ntu4t r'
Project Application
Date //,, ='
Project
Proiect
Contact
Description:
Person and
Owner, Address and Phone:/rcr, // fi'7 '..'7 7',2'' /t/', 17d' ?7,;/
I
\r\
rt)
/.
Architect, Address and Phone:y',lt rr fll. t Ez( //r'7 ,M; iltp ,fnohz.,t
Lesal Description:tot f .abcx 7 ,riting //f/'r/'n /t] .zon. D,,'/ttv'
Commenls:
Design Review Board
'/' /rt
Motion by:
Seconded
/r,,,'
by:/'l rrr
Date
D ISAPPROVAL APPRovAL €- r,
Summary:V/trt''fuur,,
7/.//)f,'t Nt r'I fz OZTrtzz-t
,{ / ,'n ../
,'z'; . ',i 4 /'1"" L'
/ Town Planner
on", //,r/q 3
/.; 7 jlt/tD
D Statt Approval
I
ilt
l^, o"'
I.P RO JECJ-I-NFOBYATI.gU :
Jevised sltsleL
DRB APPLICATION ' TOWN OF VAIL'
DATE APPLICATION RECEIVED :
DATE OF DR8 MEETING:
t****ttttl
TI|IS APPI',IQAIION WILL NOI BE ACCEPTED
uurii-er.r. BEQuTRED rNFoRl'lAlroN rs suB!{rrrED
t*i*tti*tl
1 2 1995
,7
COI.,ORADO
1f tL
DESCRIPTION:A.
F TYPE OF REVIEW:
New constructlon ($200'00)Minor Alteratlon ($20'00)
x aaoition (s50.00)
-ConcePtual
Review (S0)
.A
D.
ADDRESS:
LEGAL DESCRIPTION: LOT ._I- BIOCK
Subdivision
If proPertY is described bY
aestri-ption, Please Provide
attach to this aPPlication'
zoNrNG. ?rrVnn/ht"'^d*4 'fu?14
LoT AREA: If requlredr applicant musE
stamped survey showing IOt area'
-J
NAI',IE OF APPLICANT:
Mailing Address:
a meets and bounds legal
on a seParate sheet and
F
E'
G.
Phone
{
H.NAME OF
MaiIin
APPLICANT, S REPRESENT eaat"""z IQO ?'
NAME OF OVINERS:6e
.{r .il!$li*^jil;"*4€s F
J.
K.
Phone
Condominium ApProval if appllcable'
DRB FEE: DRB fees, as shown above' a:? to b".l?ig t:
lit" Li*" of submittar of DRB.apprication'Later, when
liprvils iot a uuiiarng permitl- preasb identifv the
accurate valuation of [nb proposal' The Town of VaiI
"iii aaiust the i"t a"cotding- to the table below' to
ensure the corre"t-r."-i" paio' "+t /f g - FEE PAID: $ hU: -
g"/
FEE SCHEDULE:
VALUATION
fr J tz/az -llt t
FEE
$ 20 .00
) JU. UV
$100 .00
$200.00
$400.00
$500 .00
IfITEOUT OTTNER' S SIGNATURE
s0 $ 10,001
$ 5o, o0L
$150, oo1
s500, 00L
$ Over
s 10,000 $ 5or 00o $ 150,000 $ 5oo, ooo
$1,000,000
$1r 000r 000
rovlde a current
IVE:
*NO APPLICAIION YIILI. BE PROCESSED
i{ccordd ar
-
p
nlcaFion No.
SPECIAL WARRAN'TY DEEI)
THIS DEED, vaue rrrrs 6tl *r,,, y'.a:4./it e88
COLONIAL SAVINGS AND LOAN ASSOCIATION AND
UNITED SAVINT]S ASSOCIATION irW"
CECIL I,I , CHRISTENSEN
whose resaraddt€ss is 1200 Binz
llouston TX
Texas
. Srar. ol (Xxldf grunto(s), uml
f1430
77004
Texas
. st,tc or cffPlsrunt*ii(r):
Jot+ "Ei,".a
(HIJ il zr [l{ '8U
i wlrNlss[tTH. rhat rhc ffanror('r. rorlnd in considerari.m or'rhc\gvn1 TWO HUNDRED SIEVENTY THOUSAND
^-! AND 00/t0orhs------------------------ (s270,000.00) ----------oouaxs.
'| /. rh. Gc.ipr !d slffici.ncy of which ir h€Fby lct nsl.dBcd. hu Ve Brun!.d. bff!! i|t.d. $ld,ttld uonvqrd, lnd by thcr. pr$.n(r do 8rst.
' a \ barg.in, sll. convsy ard coffrm, unlo rh. rrrnr".t"r. hls hcr^ J rs$i8ns fomrr. rlt rhc ftrl pnpcay, (ogehcr wiri impmvcrunt!./ if aoy, riruat!,lyin8 lnd bcing h lhc co ntyof Eagle .S$t ofcolondo,
dcicnb.d rs lbllowsl
Itr Y':
UNIT A, VAIL-TEX DUPLEX, A RESUBD]VISION OF LOT I,
BLOCK 2, BIG}IORN SUBDIVISION, FIRST ADDITION,
ACCORDING TO THE RECORDED PLAT THEREOF, COIINTY
OF EAGLE, STATE OF COLORADO
Date
C
Eagle
Statc
ar$ known by sreer !n{r
'un1be, us 3996 Lunine Drive, Unit A, VaiL CO 8I65?
TOGETHER ,nh all and sintul,rr the herudir.rmenrs rnil rppurldnrnLc\ rhertk' bel(ngifl,!. or ro Jr!\srs. rppcrurning, md $€ ltletsion and
Elenions, rcnaindcr and .emdnders. rEnrs. issuer and prori( UrcBdlr lnd rtl rhe ertrt.. .iBht. ri(I.- int r.\!. .lails Nd ticnrBnd vhnt5"*vet ot lbc
Bnnb(s),.irher in law or rquiry. ol inrnd k, rh. ab(^t har8rincd pre isus sirh tht heltdillmcnts lnd tPPurlcmn.cs:
TOHAVEANDIc| HOLD rhc suid prEnns.s abole blr8lindd rnd dd*_ribid qilh rhr appururlnccs, unrolhc g.anlce(s). hiS hcin,ro,t
ossigns forev.r. Thc granrcr(s),lbr it"elI ,.itS hria rnd rElgrnll Bprcsrn rar r!r:s or \ucccsso.s, .lo co{cnant lnd agr.c rh.t
5halt and will WARRANT ANDFOREVER DEFSNDthc ,vc-b Eiincd p'Bmires ir rheqlidr Jrxj l,.!..rblc Fsslscion ofrh. Frnt.c(r).
h i S heirs and assign!. aSainst rll and every p€ ffor or pcrron s claim in8 rh€ whole or lny pad lhe €ol by. rhn)u8h ot und.r rhc 8tanro(!).
lN wtTNESs WHEREOF, rhc granto(s) have exccursl this dccd on hc d!r! set forth rhrv!.
UNITED SAVINGS ASSOCIATION
STATIJ OF gcxfit$otr TEXAS
Thc forctsoin8 innrutI!nl wls letnowlcdslri h!l(N In. thir
b} Colonial Savings and Loan
as its vice PresLdent
6tlr
Association by
dry.l Oc !obe!
Jack Plonlen
\\'ix,!rs Nt hlnd rod ollieirl r$1.
My cun,f ission crpiBs l-3-89
'tf inDcnv!:r, rnrca ciryInd.' (additional notary attached) pREpARED By AND RETUFN TO:* F:HtsAI, t
"c,f#'J,:irl .*
No. 16. R.,. ]8s. , ,, , ', , ,., vetl,6r?Bilffio9rrruu.
l
Coun ty
IJJC. I e!.
Mella N. Hunter
,./, /1,9IA'IE OF / -{ ' )
couNrY oF --/t t?L l
subgeribed anci /L- , Ehis
FdGbtiEirow uy
E Y co u NJI r98jr
i ts
My commission expi res:
WrtnesE my hand and official seal
( seal )
*ffi****tt
NOTANIALSEAL
F. HSSS€R. NoEry Public
DATE:
I LEGAL DESCRIPTION: Lot /
14U, /airn'E
/J
ft "'
I
rl
, 'l a l ,1,:-. I i/.1 |
I
Brock 2 Filing
ADDRESS:
/tr^ ) /1 ,:.,,...( tr,_,tt OWNER I Ll t L I tt lt /, tLN l Ltr
' / /^ .^, .-^ z'ARr-HrrRcr A/t2 :,rilll'lr;t a. " >tYr/
") t ltrv ZONE DISTRI:T I, - , ,.,
/| ^ ';-\ .',,
PRoPosED uSE ll0/rfrt'r'i fi' 'D'mtiqr-
lq an?
PHONE
PHONE 17, tlt't -t,
/7 i3 ., g i/, f7 fl(
*,tLoT sIzE
AIlowed
(30) (33)
Existinq Proposed TotaI
Height.
ToLal GRFA
Primary GRF-\
Secondary GRFA'.':'i'
n r,'t /
,t'k'). .'.a -", .., -,// ',./-J-Z--:---:--:
A/ l/'
+
+
4ZJ
425
Set.backs Front
Sides
Rear
Setback water Course
Sit.e Covera 3e
Landscaping
Retaining wa11 Heights
Parking
Garage Cred:.t
Drive:
View Corrid.rr Encroachment:
Environment. a1,/Haz ards :
I
i
(|tl j. .^
?.t / At
Reqrd
(300) (600) (900) (1200)
Permitted Slope _!! Actual Slope
Date approved by Town Engineer:
Yes No .).).>
1) Flood Plain
2) Percent Slope
3) Geologic Hazards a) Snow Avalanche b) Rockfall
c) Debris FLow
20t
15'
15'
(30) (s0)
\i \ lrl \ rl
,/ s'.
[\.
I
\\-
I
]I
';
ill
4) Wetlands
Prevlous co:rditj.ons of approval (check property file)
Does thls request involve a 250 Addition?
How much of t.he aLlowed 250 Addition is used with this request.?
**Note: Under Sections 18.12.090 (B) and 18.13.080 (B) of the ltuniiipal
Code, lots zoned Two Fanily and Primary/Secondary which are less than
15,000 sq. :t. in area may not const,ruct a second dwelling unit. The
Community Development Department may grant an exception to this restriction provided the applicant meets the criteria set forth under
Sections 18.12.090(B) and 18.L3.080(B) of the Muni.cipal Code including pernanently restricting the unit as a Long-term rental unit for full-time employees of the Upper Eagle Valley.
1n
)
44' 671'"
1 2'-
371a f"/'It"' " '/
,'. ,,1., /"ri'',''r1't' , irt
zqtI f?,b217x'a{
17V I
Ma {F:"tT--
--_-
lylAx {ff+ f'fi t d
1\,r/)rtV
uLlr L ,/'
,ACOBSON 8 CHAPMAN, P.
ATTORNEYS AT LA\T
I43 EAST MEADOW DRIVE, SUITE 498
v rL,cor_oMDo Et657
303/476-0075
c.
,AMES S. ,,ACOgsON
BRUCE D. CHAPMAN
BDC/cc
Enclosure
EDMUND H. DMCER.JL
OF COUNSEL
October 26 ' 1983
Town of Vail
Department of Connunity Developnent
75 South Frontage Road vail, co 81657
RE: Lot 1r Block 2, Bighorn Subdivision, First Addition
Dear Sir or Madan:
With respect to the above-referenced property, enclosed please find the following:
I. Application For DupIex Subdivision Review.
2. Orlginal Townhouse Declaration and Party WalI Agreement.
3. Two nylar copies of Final Plat.
4. Our check in the amount of $100.00.
Please be advised that a Power of Attorney signed by A1vin R. Busser C. Willian Cox and W. B. Rae authorizing rne as their Attorney in Fact will be delivered to your office in the next couple of days. Also,please contact our office prior to recording any of the above.
Thank you for your attention.
Ver
P. c.
Br UCt
O n/v\A\-ar{.
lv
9c
r.,L^rD
ourg,
T"zry
'lM
DATE October 26, 1983
APPLICATION FOR
DUPLEX IUBDIV]SION REVIEW
A.NAME OF
MAILING
APPL ICANT C. Wil]iam Cox
AODRESS 3601 W. Alabama, Houston TX L
PH oN El_Z_l j)_g !:: Qg_64
8.APPLICANT.S REPRESENTATIVE Bruce D. Chapman, Jacobson a cnapman.__ --__ -, "-rrqyss(Ii, uq'uurJA;url C( (/flapman,---E' /4 n-- r ava ADDRESS 143 E, Ir{eadow Dr. , Suite d!8,
NAME OF
MAILING
C. NAME OF
OWNER'S
MAIL ING
E. FEE $'.l00.00
LOCATION OF PROPOSAL
LoT 1 gtocr 2
Vail, C0 BjSr?PHoNE__l&:9e_ZI__
PR0PERTY 0WNER (print or type)C. lilif liam Cox
S IGNATURE )L.PHONE ( ?13) 965-0964
ADDRESS
D.
F.
SUBDIVISION Bjehorn F111X6 1
G.
H.
PAnrlfz_Lilt_s
MTERIAL TO BE SUBMITTED
1. Two^mylar c9pi9:.9I.!f"_duplex subdivis_ion_p1at forlow.ing the requirements of section'17'16i30(c) 1,2,J,4,6,7,8,9,r0,ri,ii una i,i'"t the subdivision Regul ations.
2. The plat must contain the following statement:
"For zoning purposes,.the two lots created by this subdivis.ion are to De treated as one entity with no more than one two-family residence allowed on the combined areas of the two lots,,, The statement must be modified according to the number of lots created.
3. A-copy of the dec'l arations and,/or covenants proposed to assure the maintenance of any common areas.
APPROVAL PROCESS, REVIEI.I CRITERIA
These can be found in chapter 17.24 of the subdivision Regulations.
FILING AND RECORDING
The Department of Cornmunity Development will be responsible for prompily recording the plat and a.ccompanying documents with the Eagle-bounty cterf irna hecirrAer-'-"upon Town of Vail approval .
m rc mt e n ac soc h t u - a rc tiltcc-t
0082 e. beaver creek blvd.
p. o. box 814 949-7071
avonlcolorado 81620
July 26, 1982
Mr. Jack Rychecky
United Bank of Skyline
16th and Arapahoe
Dertver, CoLorado 80202
Re: Vail-Tex Duplex
Sir;
As pcr yotlr requcst, thc following i s a sumnurti.on of the discrlssion which transpired with the city of Vail on July 19, 1982. 'l'he rnceting was con-tlucted with Ml.. Gary Murmane, City of Vail-Cotle Inspector, Mr. Tin Boyle of Boyte Engineering-structural Engineer and Michael 0'Neit-l,lichael 0'Neil
Associat es -Ar chi tcct .
1.0f Structural - Cary Murmane stated that on his last inspection he noted nunerol!-I6fiiGlTion atrd tlctail dcficicncics. llegar<lIcss of fault,'l'irn Boyle at this time is on top of ficld dircctivcs to the framing subcontractor and General contractor. wc did go ovcr severa.l dctailcd solutions which satis-fied or put to rcst Mr. Murrnancts concern with the structural integrity of the building. l{c statcd that wc felt the building would be ready lor frarn-ing inspection within thlee wceks to onc month. cary stateci that the only other iten that nccdcd to be srrbrlitted prior to structural approval would be an intprovement survey. Marty Dostal is expediting the procuiernent of the improvenent survey,
1,02 cold ltoof l)csign - Function and deslgn were discusscd in <lctail. The suggestion of Mr. Illurmanc, trlr. lloylc and rrrysclf si to co struct on top of the prinary roof structurc a colrl roof envelope in the following rnanner; J0 Ib. felt shalf be applied on top of thc lowcr lnyer of plywood, 2r x 2tl sleepers installcd rrp thc rnkc of thc iroof at 16'r on center directly on top of tlre:rdfters bclow, ztt x z' slccpcrs installcd across the rake of thc roof ct 16, on cclltcf rlirectly on top of thc slecpers bclow, !1r' c.D.x. plywood applied to thc top of the slecpers, standard ccdar shake 6'r exposurc inter-laced with 30 lb. felt roofing surface. The cold roof shall project approx-imately 4rrbeyond the existing facia below and a 2 x 6 sub facia-board'ihall be securly attached to-the sleepers with an insect screen, hopefully painted black, securly attached between the 4'r subfacia and primary ficia. Install-ation, we suggest shaII be the responsibility of the roofing subcontractor for warrantee purposes.
fo oo
1.03 Avalanche Design - was discussed. Mr, Murnane stated that the over-alr desGi- an*d-ErernEiG thereof have been cornpletely satisfied except for the backfill and berrn pracement at the rear ol the garages. Mr. Murrnane st.ated that the foundations were built to the conplete satisfaction of the city of Vail, but did request an in placc swiss llimmer Test on the founcl-ation walls. The prinary reason for the request is that the foundations were poured in the winter months and Gary would like to verify in place strength. Mar.ty Dostal the General contractor shall expedite the Swiss
Haruner Test, by an independent testing labortory and sulmit the test re-sults to the applicable parties.
1.04 Exterior Building- Design - And additional interior square footage was discumpletene55antlconflictsofroofpit'chesas
shown on the origi.nal Architectural and structural drawings, it was sugges-ted that as built or vcrificarion drawings would be requiiecl by the ciii of Vail. 'l'hc sulrrnittal to thc city of vilil will bc on an intta dcDartncnt approval basis to thc l)csign Review Bolrd. 'l'he verification ani redraw is presantly undcr w:ry by OrNcil Associatcs staff and will be submitted by August 6, 1982 to Gary for rcvicw. Also thc client Mr. Rill cox, has re-quested that additional loft space be added to the project-scope. Although Mr. Peter .Ianar, City of VaiL Planncr has revie, an,l rpp"oved the additional space, efforts are under way by orNcil Associates to futly docunent and sub-nit to the city of vail the exact configuration of the adbitional space.The density of the project will obviously be increased but not incrlased to the point that the project violates the allowable gross residential floor area. copies of alr subrnittals will be forwarclecl io the applicable parties or by r:equcstcd particd havitrg intcrcst in thc p.rojcct.
l:05. Rcgartlilrg r:^crtif i c tc of occuprr)cy Aqu is it iolr, Mr. Munnane statcd that ]t tne drrve pavi^ng and or landscaping werc not to be installed this year, a temporary c.o. would be issued until the paving and or lanclscaping were con-pletc. Based on thc present date in the year and the last acclptable .late of planting trees in vail, October 20, it is a tight time table but not in-possible to meet the deadline, Mr. Dostar, myself and the Landscape subcon-tractor will act upon this subj ect according to the desires dictatld by the client, Mr. Bill Cox.
1.06 The Filal rcqucst of thc city of vail at our neeting was to dispel any rumors regarding either red taging of shutting down the proj ect. Numerous rurors have adversly affected to nany partied not to havi the issue out in the open. Mr. I'lurman e uas askcd if it was thc City of Vailrs intent to allow the construction of the project to continue to the point of nO return, only to shut down or conrJennatc the project in the futurt. Mr. Murmane vehernenily stated that "The city of Vail, not myself would ever allow a situation of thit consequence to occur." It is also rny belief that the city of vail and parti_cularly the code enforcenent department personel would never place themselves nor a project, regardless of caliber, under this particular type of jeopardy.we also requestcd of Mr. Murnanc copies of all doiuments on fiie witir tire City of Vail regarding the Vail-Tcx Proj ect. 'Ihc copied docunents are available upon request by atry concerned parties, please contact our office if said docunents'are needed and we will expedite their disburscment.
.:?o
In sunnation to all parties the project is presently behind schedule,but we donrt feel that October l, 1982 is unrealistic for finar con-pletion. Michael 0'Neil Associates renain fully enthusiastic to expedite any and all requests, regardless of scope, to any interested partiel .one last observation request, beyond a shadow of doubt a ton and half of nails is totally obscure for franing this project. The request by the framing subcontractor should be adjusted downward, If you have any ques-tionst please do not hesitate to contact us.
Sincerely,
Michael B. OtNeil
Michael 0'Neil Associates
cc: Mr.
cc: Mr,
cc: Mr.
cc: Mr.
cc: Mr.
Bil1 Cox
Tim Rorlgers
Tim Boylc
Gary Murmane
Marty Dostal
JuIy 27, 1982
Mr. I,iilliam Cox
Var l-Tex Jolnt Venture I
3601 h'est Alabama
Houston, Texas '77027
e,1h-i a r-+ . \7: .i 1 -.na1 Duplex ,Vai1, Colorado
Dear In7i1liam:
Lot No. 1, Bighorn First Addition
81657
1.
The following notes refer to problems with the framing of the floors, walIs, and roof for the Vail-Tex duplex at Ipt 1, Bighorn (first addition), Vail, Colorado. Each item is
preceded by a numbe r which corresponds to a number on a red lined set of the structural drawj-ngs to indicate the area of concern. For many of the points discussed, there are also drafted details for the remedial. action to be taken.
In general , the roof framing has been done witl^ 2 x L2 rafters. The structural plans calIed for TJI (45 series)joists. In this area the 2 x 121s at 12" o.c. are in-sufficient. We recommend that the rafters be doubled in this area (gil-ue and nail).
In this area the 2 x 12 rafters at 16" o.c. are insuf-ficient. We recommend that these rafters be doubled
(91ue and nail).
A steel column is bearing upon a triple 2 x 12 header here. The opening should be moved over, and the steel
cohmn made ful1 heiqht within this Ievel. See the detail.
There are two column loads from roof beams bearing upon this header. The triple 2 x 12 header is insufficient.
Use of steel angles as lintels would adeguately strengthen the header. See the detail.
The gLue-1am roof beam is cut too much at this end. A steel plate seat connection would provide adequate sup-port. See the detail.
2.
J.
4.
Mr. William Cox
July 27, L982
6 The hrri lt-uo column for the ridge beam here is not con-rrru 'qa-e sr r
tinuous for the fuI]- height of Lhe wall. It needs to be
filled out to full rvidth for its full height'
"7. The rafters here are cut too much at their bearing'
Hangers should be used to strengthen them' A1so, the
rafters on the low side should be doubled' (See Note
I.) See the detail.
8, The extension of the top of this beari-ng wall creates a
possiblehinge.Thestudsshouldbewelltiedtogether
i..os" the intermediate plates. See the detail'
g. These walls do not meet code in that they exceed the
limits for slenderness (length to \"tidth ratio) ' A 2 x 6
width (5L") is required, so 2 x 6's should be added to
the existing 2 x 4's. See the detail-.
lO. The glue-Iam roof beam is cut too much at this end'
Bill Cox has stated that he wouLd like to see the beam
extended as support rather than a steel plate seat' See
the detail.
The extension of the top of this bearing wall creates a
possible hinge. The studs should be well tied together -u"to"" the intermediate plates. See the detail'
11.
12. rhe LI-7/8" TJi (25 series) joists here are spaced at
24"o.c.Atthisspacing,theywillbeover-stressedin
shear due to the 3'0" cantilever at the south end' The
joists should be reinforced at the cantilevered end'
See the detail.
13. There is a double, 2 x 4 header here' Since the wall
has roof bearing at the tevel above, the header should
beadoub}e,2x12.
14. This is a general note. Ali. columns should be supported
by an "quai column at the 1eve1 below with solid bearing
att ttte wav to the foundation.
15. This is a general noLe.
an angle other than 90o,
and mid-heiqhtto tie the
At corners where walls meet at
use strap ties at toP, bottom'
two wall sections together.
16. This area of the deck off of the master bedroom is over
interior space. It should be built to provide complete
weatherprobfing for the interior space below. Refer to
Mike o'Nei1 (Architect) for the detail'
i. l
i,: , i. ,l r .ri!r iio ^')': -, C ?.)
l
ri. iir.1l ,)l: i.ic,:-n l)e ii. l's r' '
.1, ?. .. i2't. ''r
,t.t-r a. . d i:i i t..rIl_e I5 i,.,,.,
.'--:
13. '1'lris -lot,lr l:l 2 :: ', 12 lt,:.'cl,:r car':::::; il i'r :rr;rl r':tl-! c-'i -lr ' t'-l
,:r'.-rr l-ltc :i)o, ail(r ;r l()cl-^ :-':11,.;r'-'' .iirr, '-'r.,;.ir'l c 2:< 'i'1l '' r:
:: !..; Li 1 j. , ,-.r. r r,r t- . ,.-.: Oi . i-.,.:li .: '':-i I ''. ..:j i.I-.-ri:;,;I Lri '\'
-jr.L:.1 :,:,iir'i .r r:. i--1r.1 r'', r51-- clltl i1 r:r;lrl 'i'.1'' i r'':.' '-' l-':' ..'- -:1i1'1 '1 111'11
lri.l ir.ra.l.l 1:, See :,llll detail.
'",.-- ,.-i.pic 2 x L2 is corinected to tl're 6 -3/4 :"' '"r: il'
ir'i,:-,,r-ijsir,:r'rt.Ly. A bent DIate with 1ag bo1 ;s 5;1r'111"1l i;
I ,. .r1: le'ngt-hen t-fi i.s conner;l'ir;n. See the l.:i'a i -r
, :,:-r '] "!
i ! tl
:,:,-, .
-.. I'l:, ..: Il-).,
.1,:.]. I ri1.l't'
i,.-. \.r r. r, i
. : -r'. ,, .l -r I tj ,-i .)
;:i i'l'- r; l.'
, ,-ir i.')!i" ) i s
i.lre e:r'is i ing 2
,.,lli, .r l.:tr' -. 1..,.1
:t iCt:\i r) i. iii...e
''; i:
i j ,- . ..: ' , ;.j i) I-)'.1 .1 Cl
i 'il , .
" .'. -, ':- . l-r ,.
; r, ; ir,i:ll
t, '', :,.,t
,lc r' 't ,, -.
.' . '' :
ir:;.'.:.:, | ]i'tiril. )r
.-''1,ri :.., :,u .l ::
.!, .1, r. :1,: e t.itru
i,l- ; ':.i- 1i;:r ,ri: ,. (jl,j l-i uct i-otr of l-r'li s v.:Il e .):r I "
'; .,-; ler St Lt )S O: i-h'r . )r r' jr :'- .'
',,. ,r '. rL ir. i:) t.,ra' , a stud Ll'rat r'.'cuId be cc',- tinua:lis Llcti):'
i I rr: ;.t1: '.. cer, 1 I'i? edst end o '' th j- s wall section .
'i: .i .:) -l
i llCr
. ,. t , '- i: 'i ', : i' o+ 1,r;. '' 1 ':..; l
'I {rr.r,i1;..?s ii ;)ossi,bLe hi:Igc.
.,..).",..^ r' ,'l r. ';t:.:.:ht Wi1-hi,rr i.i;.j. I i"
,:lrt, for the
'-) I I 11r1i
. :,;i;e L.i,e
r-.n4. ?'.
i!al-ai 1, lllt'
: i .,. |,.Oi l .:iri -i i1l '..'l,i: iiOC-)
.rr .. :- 3al t- C'-)j. .jc'i: iol-i 'ji,ulci
5r:e r..i:r:, .'lct,l.r l .
r: iJ1r.1iil .. S CUt f ,.
ij() ii.L:-1'l:-i-On \^,t01l
, il
I ,-;r )
ir,tL
rtllc'n d,-
'r tir \/i ai e
r .( I r '
'.t-l I':
.j .i.t(j l.rL11: l--oo rftuch at thcri r }:,:' r;
be r.ised l- o st renqt ir.:rr) '' ,:' ' i; e€: r1r
Mr, William Cox
JuIy 27 | L982
Page 4
27. The cripple walls under the ta11 interior bearing walls
of Notes 9 and 2I rnust have 2 x 6 width to meet code.
See the detail.
28. The W14 x 26 roof beam is too short to be connected at
the exterior bearing waIl. An intermediate post should
be introduced. Add a 3" diameter standard pipe colurnn
at approximately the stair rai1. See the detail-
29. The new steel- column of Note 28 should be continued to
a new pad in the crawl space- See the detail.
30. The built-up column supporting the ridge beam here does
not meet code in that it exceeds the lirnits for slender-
ness. Tt will meet code if it j-s well braced latera1ly
at the intermediate plate 1ine. See the detail-
?l 'rhe nrrer at the north end of the header of Note 17 is
nnl. qrrnnort-ed in the crawl sDace and has settleal . It
must be temporarily supported with a built-up column
until a permanent post and pad are put in place- See
the detail , Also, the floor needs to be returned to
leve l.
32. The rafters are only toe-nailed to the beam at these 1o-
cations, or the rafters are too heavily cut. Hangers
are needed to strengthen the rafter-to-beam connections.
See the detail.
33. The rafters are cut too much at these end/bearing walls-
Extenders (glued and nailed) and hangers should be in-
stal-led. See the detail.
34. The rafters here are toe-nailed into the hip beams-
These connections need to be strenqthened, but the skew
is too small for conventional hangers. See the detail.
35. The double, 2 x ]2 header/beams here need connectors.
Use Simpson U2I0-2rs.
36. This is a general note. The 2x bearing plates on the
steel beams throughout the structure need to be anchored.
Use k" diameter ram sets at 16" o.c. (staggered to both
sides of beam web on flange).
37. This is a general note. Many of the ridge beam to col-
umn connecti-ons are not secure enough. use simpson
strap ties on both sides of the beam, or equivalently
nailed 2x studs.
I{r. william Cox
July 27, L982
Page 5
As agreed, we will be monitoring progress on the remedial
actions for each of the problem areas mentioned above. we
will provide you with reports on these field inspections. It
you have any questions or comments. please feel free to con-
LA\-L (.r5.
S i. nce re 1y yours ,
cc: Marty Dostal
Mike O'Neil
bo'4e ergineering, irc.
143 e. meodo,lr dr. suite n-10
crossroods sfnpping cenler
roil. colorodo 81657
fi3/476217A
Uerz?- *,/ sraN > a
+4r4.
F3l*te*
,d t
+H? b4.
4- V--"+ Mo1 bd.:fs
boyle rgineerirQ. irtc.
143 e. rneodol dr. suite rr10
crossroods shcPPirE centa
roil. colorodo 81657
3CI3/4762170
€XtsnilE LxtL,
u?A wbaq
,,/xt?- *AeA (4- Ac-.\^t *fie*
^Fd- (H)Hl- -x/ a.P'<;Y1'l.ll:/J
QUEo &AAtLgO * -9e4
t
D
bxYL Y$trI#$
boyle ergineering. arc
ra3 e meoOo,v dr' suile rr10
crossroocts shoppir€ center
rroil. colcrodo 81657
n3/476-2170
uLlo 4 dztD-7.)
l-btlg€K- W-?-IWO
?lQ6r.,Al( rA- VAtrt:Y fi'
4-
<)?La/s)Lz o Gta#T x V*f
=c{^^/) ilAFl36e€ 14- lt( a?-
vti_r"?'( d,
w^L@
{
{
boyle ergineerir€L irc.
143 e. meodq,lr dr. suite n-10
crossroocls sl-oppirg centa
wil. colorodo 81657
fi3/4762170
tii-__
7 +._
y'dt^4t* dpJ
- Vtth r. t/
lx4 wJts
I %fi'+l f.
ffiad{
I' d4.1.
SJlt JiJr4
I
j
l',d
?6A\L
lt.d I ----J-a
Ab
sr A$.t/(tlc,.J
*4 * wAY
boyle ergineering, irc.
143e.nffiwdr. suiten-10
crcssroods sl-ropping oenta
racil. colorodo 81657
fi3/4762170
++?AfA NL b&d.]t-l2-
,nf t/zneox A2A (uzhb>
fr-'({o, l,xts .-,124 6,,(e'cc.O U. gld2
lz'*+*.ryp1
C0a-11 bL(*
6, ft. UI!JF-)
6.<rpl641
s[aJ6 -tu+ss
6-l+ap tov.
wlnh)
1*4*t$
+/4*x4 *algdJs €'
/.onao, Lz-oe*tqA@)
aukE<4tt(Ac
cwan 1{6)
6E c;floF] x J
L 4*rx.Yi
?F;(Au-aA \:2
boyle engineairYg. irc.
143 e. meodo,,v dr. suite n-10
crossroods shopping centa
wil. colorodo 81657
fi3/a762170
+-- *E-r)LTNLZ-b
i W c^d_.aop_ap
H,
u) uo+Ja FtwrY
7-xla 6u)bo4hlAlttt -row(b* tf/gt'rJlL6
,JtQsro.eW-
(A-,
1' dqJ.
€JlQIp
A??q [xE *1/aqfsq-l
u?-o #]&€i5. pAnef
ao 9'+$e.v6 '*,
*-v+tW.,tr-
fl-Yz'roJ-o''d
1+
+.t//+
1'l z.
i ,*-1 *4ri-T*
?tzll/:Fl-.l
PgA]L
iloer4 TL,ta+raJ
a vJLa
bo/e ergineering. irc.
f 43 e meodo,rr cf. suite n-10
crcsroods srnppir€ center
roil. colorodo 81657
303/47e2170
.bP P.W-4vlx.o\
VlELQlo -t-. *(
4^d A)-o1 EJ-
NJ,&-V
Vzt*')r.dpJ
I{
tYlLt-fl)
+'VL+
- 4t+ 5P, aPLco'"
*Ert* x
lla" LorJz{
Ll??fp,|-wlO <ad)F.D
4 rJalr,eP 1- t&ho?
Iff#'Ht th
Ath sl.A#aI ?-rtoJq 6tQ
?l?ou{ 4-V+t*
DfrAI'
\
fJr-b otr 64, dI
4+
zrtq$+a Nl4x?&\
H?PF-Q Lao *,/ <rr-{fs.^l
uzto H5+la(3s
7l?<r aa
bqyle ergineerir€. irc.
143 e. meodo,'r dr, suite n10
cr6sroods sfnppirg center
roil. colorodo 81657
303/4762170
-*E W.-.TbtL@ *@
?J?W9 AX
f-'s
zx" sT LIO -4ae&ilAu ro
Er<lsTll&r 14
C9-rav)
4lrTta-l '.r
tY<4-
_a?t??-L \^lfuLr- *,L11 o4
DzTA.rr @
o
boyle ergineerirg. irc.
143 e. rneodorr dr suite rr10
crcsroods strcpping center
roil. colorodo 81657
T3/a7G217O
txt4*$ z*tz
$tsTltJq t xrL FxItA '
ilrx.( duo
W+ae9-(atw I
ilatutilq.uare I
1o Va<E oFEx-l
tql-k4 31d?
b,tL I Auout
e-.)
de* uz4 ilNAez
L.4LL rtAi'JrJaa)
4xQ zt't<fuka <rUO
..r/ rlaw Zx(c, fu-
Jt/45 10 Atq?l-gt*-,*E w'rAn-@.. @
DLlAI;
a
D
boyle erginee{irg. irc.
143 e. meodo,v dr. suite rr.10
cr6sroods sl-@pirYg center
voil. mlorodo 81657
3o3/47G217O
LYl31lV4 '.t/bj<16
a.t--,
T-
l4'Z a::*t-1u-1-
(PVte YlgA*A)i7z(r.trJ,)
F-Pa?-ats1.
cIY?)
vest (tt-vxTpA soctTf{ q-lg-uA'fto{
$.2.xb
4
.t/d**()
$er bd:fa
v4r2, L€#)4&(
al**naw
ldT4d vtow
bo/le ergineerir€. irc.
143 e meodg,v dr. suite rr10
crossroods sFPPPir€ center
roil, colorodo 81657
fi3/4762179
€)4tT$Y4 ,
4t/A*t6 4r.
lttr. A<s*lw'
LFIUD vreuailq)tw oltt")
L04-A{.
(1a?)
64x@
da-.
EAST AEUFIqJ
tftn+.Fdl
LLrq UA;f>
rj'+z:rlt agvMPA
W-TAIL
t g, p€;*,fia--(
f>t<o xnL'w
6'/6x16 crt-.
boy'e rpineering, irc,
143 e. rneodo,rr dr. suite n-10
crosroocls sftopping center
wil. mlorodo 81657
fi3/4762170
?xtttt*1 ?-
aYl<Tldq ?,€:rlA- trT. n€F.-
ra#xP k"zqs{4-
) e* (* F-\
44,
F- ila^/ q?Lrz-.-
4at'f r,lrrl,) .-/
,l' A,'s 'flb
'b?oF rrrL f'
rsluxrpl
.f-W*4f *o\d
I
:
rW. Lri L'A 'W
t,'-r..-t-.-|!-zi
*4t4J x
O-4Ay-
boyle rgineering, irc.
1d3 e. meodo,v dr. suite rr10
crcsroods shropping cenler
roil. colorodo 81657
wl476-2170
*fi}ltL @ *tevt.
2<o stUo
au04,r16u b
^t<nilq 'l.xl(vYav)
3a?-tl3/s
@,€4,,9(b
?x['s
74
, jJo{LzgVA.4. AS
Ul€'lvJ{4
ot 3)bFI.L.
e?sfal x
YJffif?
fr-'g.
wN)-qLl jorl
DLIAIL
4taxdL
boy'e ergineerirg. irc.
143 e. rrreodo,v dr. suite rr10
crGsroocls sfppping €nter
roil. colorodo 81657
T3/a76217O
4'Vlttx4t Y,tetxo-ts
"'td
,J
tht
?)'avAdc,J
4V6xlolt-,
v+r *tn u
bYc><da
Y1e\t
DeaAL aA
\-/
\ 1.zx.t?--,
rye erYginee{ing, irc.
143 e. meodorr dr. suile rr10
crossroods sFroppirrg centa
rlrcil. colorodo 81657
303/47e2170
!.Yl'4x58 :1a1'2oa<
:'
b ?,'f tlc*u
|-llVAi.d
V4r ors+r t
D:L-1,/{tL-.@
o
D
boyle ervgineerir€, irc,
143 e. meodolr dr. suite rr10
crosroods stppping cenler
wil. colorodo 8'1657
fi3/a762170
/'l-*lz|54€=-f
4. ?-* 4 CFIAt'*t -1> a*filfA)4./*4 14u'-EO@efl'e)
Zl €v,:<n=i{
(tskl.H)
.ktz_ ilFagcL
7., ] ?-.D -'t'rt-*Y4
ffiAIL
ffiaJ x.
o
n
t+{
boyle ergineerir€. lrc'
f a3 e meodoar dr. suite n-10
crosroods sl^roPPing cemer
roil. colqodo 81657
wl47e217O
2,1-xl2-
5, ?*4 Cl]6,lt'ft fi 4+.fi1€'a). / >. 4 Ol tavs2 @o< t'qf,')
AEvEfid,J
cwEsT)
4'eA?- *r^g&
'?-, ] ?-vz -llt,.V4
I
I
I )_J ffiAIJ
+ry+l ><
4a I.:
'r{
o
D
bo/e rEineering. irc.
'143 e. meodorv dr. suile rr-10
sGsroods sfrcpping center
rcil. colorodo 81657
fi3/47G2170
(rtratzb
I
I
I
??@ l*to*Qt'd
6pt+9 4 rJAryp
'bWtboF 1Jl (op l- lxlo EA.<'rae,)
l'/a' 'rl t ze
sGfal x
DqN'
boyle engineairg, irc.
143 e meodoar dr. suite rr10
qosroocls sl-roppirrg center
roil. colorodo 81657
303/4762170
ar{ b*i stPas
(oF- ?L<.'tV'
el€al1lrdq ad 'uLaeaw-,>
QqAI'
bo/le er€ineerirE, irc.
143 e. meodorv dr. suite rt'10
crossroocls sl-toppirrg center
r,oil. colorodo 81657
fi3/4762170
bYV*,leod.t-.
Ap a4.
f*coi t-xa
Me ._ -zto
ad- rJA.l!
*-/5-Y?A
.dG--.--.-Z-'
4ast
DEIAIL
t/e,xlg <tt-
bt6,<b aL-,
<Td?
ilAd{c+l
Av'(L
rye er€ineering. irc.
143 e. meodov dr. suite n10
crossroocis sl-toppirE center
rlril. colorodo 81657
303/4762170
MLv @ r* TeyJ.
I
I
I
t I
I
I
-i I
'/;4a 3TUa
4ae 4 {N-
1o Ut<luJq
LxtrC*)tpW)
=lrlf.-a'f sT?-ll5ts
e€L.s'P
HrcP 7+'
t?-l
-j*+'6
.rlcfLzg€-b..4- bS
Er<I<1hlq
*k:feJ x
tu? oe gbFLP-.
W::$-+/'1ll€t']
DLIAIL @
boyle *gineerirg. inc.
143 e. rrreodo,'v dr. suite n10
crGsroods sl-ropping center
wil colorodo 81657
T3/47G217O
- {,lFlP€aJ
E12||5 @
FA.3<te
A{4o%E
ON BoTl{ 3oe5
QEAAI'
FStgf*Ja ZxZ g.&IeA Gp-lf-W O7)gt*-
lxtLl
bqy'e er€ineering, inc.
143 e meodoar dr. suite n-10
crGsroocls sl-ropping centa
\oil, colorodo 81657
fi3/4762170
{x.1+Tlyq zA?-
%{4t€-
u?4 t$itvir-A
u?4twk(A
- -- trxl?- stx:nclr| AU(9 +
NLJt-rn 'fo <l*t oF
Exn-rldq ?nrL '
a=:rft+l ><
F.rs19r5fl63, ".€.
dAY ef- MWF==2
..u/ ()Ltc or l"l/.,;=- z (fu,p_7oL)AA. g.dvf.€A)
lF Aay+Je 4 ri._-:rJq
Mt_ a)FFEta,k
\n^_o
t<Tt$q
twrala
o
D
boyle rqineerir€, irc.
143 e meodorv dr. suite rr'10
crossroocls sh€Pping center
r,oil, colorodo 8'1657
fi3/47G2170
6'Lx(e
LCL..
l-?;'+46
l-V2."+xdtua wa
l4t e- As1'l4a-.f
J/bxt)n a.v,
e{*i|AitL(0
ti ll
' tJl i #
_.--zxt#r{4 /' eVi^,blL a,'-'(t +J-+ -',t-
la! w. dt=a4s-t
&'ar2 wg-Dttsu4)
vlzsr ae\lrrlaJ ?qn €l6YAfl6d
o tr
boyle rgineerirg, inc,
143 e. meodolr dr. suite n-10
crossroocjs sfDpping center
roil, colorodo 81657
3[,3/4762170
b,7-^tL MLfre-
*tg'ilq
L%,b
^JutewelA€z)
y6axQ-.WAez
A- 4 ztn-r.tlz-V+
^JNt-$)
t*tilw)
a6fto* I z5Ata
f-r-€VATr>-J
boyle ergineerirg. irc.
143 e meodq,rr dr. suite rF10
crossroods sl-loppiryg center
rroil. colorodo 81652
3o3/a76217A
Ext=-l1yj4 g
aYFTNq tu€l]|At.- fff, nW_.
fFL? kias ps ?x
i
I
I
I fl- uaw ?Peco,-.,
(z-'tP 4N,) ,-1
H' Q'o 14b
-#W-4t*o''d'
I
1Z'lz$* 4nt^q
',,boL'r+
z4 ey;
z4
-.'!=-'-u
oWt$tJq 4 VZ,xe WL*F- 5t)6T-
NSVJ :S-c;froxJ ap
bsI.
eofiqJ ,a
-to?of 6'u, fr,Wb-rrIove-€jtsfi*q
?frAILE
box 100
vail. colorado 81557
(303) 47S5613
August 10, 1981
John Perkins
Box 266
Vail, Colorado 81657
department of community development
DRB Submittal of 8-5-81
Lot 1, B'lk. 2, Bighorn lst
Dear John:
At the August 5 meetlng of the Design Review Board, your submittal
for a duplex was approved. Approval was for a primary/secondary
res'idence with a tota'l GRFA of 5313 sq.ft.: 3106 sq.ft. primary'
and 2207 sq.ft. secondary with the following stipulations: locate
irrigation, eliminate rai'ling on front decks if possible (north side),
any boulders used 'in landscaping be buried at'least 1/3.
Slncerely, I
4ffi-h^--
Peter Jamar
Town Planner
PJ:df
Project Appllcation
Project Name:
Proiect Description:O,,/S /aa-
Contact Person and Phone
b*rh
Por 76-
.// / -/,/ntt<: -/tt,-'TP'z-
Architect, Address and phone: l/d-< ,/.o W . t6f 3 rl f ... ^-..- Zq ylr,l lut
&/as/27 l€el/ .2-,d h,et/ ld L,a or-.,. tr-ozl 4,i
Legal Descriptio n: tot / , Btocx 2 , ,urnn P l/tr, ,/4
Comments:
Design Review Board
/\
Motion by: l-/fk4
seconded rr, fil r+{/ffclr
APPROVAL
r\)
DISAPPFOVAL
j
Project Name:
Proiect Description:
Contact Person and
-Project Application
,^," rlu/F 13 - /ffi/
€P{-*
Owner, Address and ihone:
Architect, Address and Phone:
Legal Descriptio nt ro, f , Btoct ?- , p;l;nn
Comments:
Design Revlew Board
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Sum mary:
Date:
Town Planner E statt Approval
Rov E.Llt/ootenagflf,soclates
DENVER, COLORADO 80226 (303) 986.0929
:-
re oor, I'Z('R/
o uo ro u, FEly' o*e r-74-O/
FORM zoa-t Araildt€ lron ,ffil ho.. crolon, M.s.. Ot.tso
Lvc /-na DS
'(s,
oo,.'7- z4- I /
#ao tg"
o
ro
*),
rt
u
vl
rn
N
tl
{il
#4" /t;'r,R,'
,lr+'
0 \l
\$
'ol
r\u
-' ,t(ij '/z + r,z(+) r j.4s {s) *M.
Mo.t tg,/Ztrc
5- KPpr,, a r-tae uttp .(,tao")
Roy E. Wooten 31rl acsgsi3fsg
t*i:W*;;il];r.
DENVER, COLORADO 80226 (303) 986-0929
75 h
AuaL,qarcl{
Hopt*tlL
EMo'af z
25pq-
=oo fsF
'"76L, {ntL- D'ptex A:SL
sHEEr No
-f-
- 'z-oF---
\l
:0
\l
&"HS (fotsrea6
?232
no,^^ .+
fu"n^,-"9 w#
FORM ?oa-r Ava,rabr€ kom @hc, Groro., M.ss ot45o
.! .:' r ,j.
I 6
TNGINEER]IIG CIII.CK LIST
l6ltoep Subdivision
Lot
B'lock
Filing
1. Submittal Items
[lqineeri ng Requirentents
3. Source of Utilities
(Acceptable) (Not Acccptable)
_ v./ <ane JpESi__--
l/
(A) Topo Map
(B) Site Plan (c) utiliiy Plan
(D) Title lieport
(E) Subdivision A
n
B
?
D r L
t--
greenent (if applicable)
2.
(A) Culvert Size (s) Dri ver,ray GradFlET-Faxi-FCTm)--
El ectri c
Gas
Sel',,ef
l.later
Tcl epliorii,
T.V.
/l . coni;nents i cc_,q<.tp.t * /2, t3__/E_---71L.t_(tnsey=--
€/\tG t^JeEZ€O F6 'l.,.tcq4o.a (
Approved:
Di sapproved:
//z/zq/at
-._...;_-------------i--
Bill Andrci*s
oo
sFR,
I zoNE clt[cK
for R, R P/S ZONE DISTRICTS
I ing
Zone District R Proposed Use
Lot Area
Setbacks:
GRFA:
GRFA:Primary A1 I owed
Secondary Al I or'led
Site Coverage: A'll oived /-'--c -/e
Pri mary
Propo: ed
Propcsed
Secondary Proposed
€u7 Proposed
Propos cd
S,<
S Required
Requi red
Drive: Slope Permitted Slope Actual
Environnienta'l/l'lazarcls: Avalanche /WD, " /-f/6/+ Zo/yE
Flood Pl ain
Sl ope
Corrnents :
Leqal Descriotion , tot / slocu 7 Fi o*"" V4/k@ ^"il.,
Kol Ygto ,eisht Altowef{'2Y Proposed
Front-Requi reA ZO i'-'Tropbsed
Sides-Required l5' Proposed
Rear -RequireC l5' Proposed
l.latercourse-requi red Proposed
Al I or,red i
Landseaping:
Parking:
re/1/ / 5 r
Vc Zoa-'-.w
R.- G f 657L,e*.
SINGLE FAMILY BESIDENTIAL AND RESTDENTTAL zqu-Ixg-cEECKLTST
Legar Descripti oo, Lz ! ',1/",t z- E'"q"o<^l S'' /)" I t'A",o^"
owner: (z* ? ,tfr^'
Zone District : rP ProPosed O"t' :Z''
Lot Area: 63f,N-{; Hazzrd Area: ffu"b --
Equals Buildable Area:
^y t 5'> _Eeight: Actual 2
Setbacks:
"i!-.
oistai'ce
G. R.F.A.
Sit'e Coverage: Allowed - Lot ateaie'iCL x 2.9--% = i 7 7T' :;
_,",o.-% -A--ZLE--z
Bequired - Front 20' , Sides 1qt * ,Rear2Ot +
Actuar - Front 3o' , sides {:'lf,,Rear zoG'
Betwee;r Buildings : Require d Zot Actual 41' J
Alrowed: B+tiidarc*e e""u l ti f * % Actuat 43 /-..r
Comments:
LandscaPing: Required - Lot Area
','
Parking:Required 4
Drive: Slope Permitted
Parklng and Drives Must
Environmental /Hazard :
(.-?'itz*
Actual f_
F i; -Cl f /;: Slope Aetual -1 /o
Be Paved
Avalanche G o -,? lur r-
Flood Plaln
SIope
Distance From
Trees Removed
Creek
Zoning APProvaI;
ang Admi ator
\
SINGLE FAMILY RESIDENTIAL AND RESIDENTIAL ZONING CEECKLIST
Legal
Owner:
Eeight: Aetuar - 27L'
I (' Aront
, Rear2[l_-Sides 10' +
\ Actual - Tront 3A', sides {:' l'S , Rear 2o6 '
or"#he" Betwee;r Buildings : Require a Zo) Actual 4?'
G.R.F.A. .A,llowed: Eifi-l#€ treaTlgfx %= -*tu' 43-Lo/
Sit'e Coveraget Allowed - Lot grea6fr.7')c' x 2o 7o
Landscaping: Required - Lot drea ( ! t l(,;; x -* O--n = 41, 2 ZO t .--_-,,
Setbacks: Required - Front 20'
Parlring:Required Actual
Drive: Slope Permitted
Parkiag and Drives Must
Environme nt aI / Hazar d :
teOt Slope Actua1---,5-b.-
12-
Be Paved
Aval-ancbe
Flood Plain
Slope
Distance From Creek
Trees Removed
Conrnents:
Zoning Approval:
FrFFl,lrfsr_ fr.-ffil.,il#q.
Project Name:
Proiect Description:
Own€r Address and Phone:
Architect Address and Phone:
lh-**',,#'+'1;r*m I
lDt
T , Profect Applicalion
\,/ /
""" b/-< a/7tz
//
7y'/-'
Z oxc De-t .,1 /o2a
v{_
5o,
t -),L6gaf Description: Lot / , Block P
r
fl
I
Zoning Approved:
/t
"^," 7Fory/
/'
DISAPPROVAL
A l;co-t| tre6uetl>- ccrn4', tr'ruor.e u^]i I
<'b,ni><iat^ oF *^"( J""'"t"ds .
Ued €i ^n | -o- fcu n*io-s €o,- a t I
Design Review Board
Motion by:
Seconded
e@t""{ orr^ouor-
Summary:
c(;d So[".{io orJ d hov2
dd"
Chief Building Official
a^)r.q
,N'$."
;J-^tt, Jznl of . , ,
. ABE L. SHAPIRO
AF
Aprl.J- Ct rY((
& J Block 2, Bighorn Subdivision
Diana 3. Toughill
Zoning Administrator c/o l6wn of Vail ,Vaif, Colorado 81657
Ref : Eots L, 2, 3, 4,
-st
Edition, 'Iown of Vail'ColoraPo
Dear Diana:
i,ue are in the process of planning construction
on the above lots.
For your convenience, I am enclosing a_memo
to the Town of VaiI ir,ayor & Council dated Jan. l-2' L976 which is
self-explanatory. Cn Feb, 3, L976, the iliayor & Council unaminously
accepted the understanding and criteria explained in this memo.
It is therefore our intention to proceed at sub-stantial expense and effo:'t to plan duplexes on these five f6-EF MThfn the guidelines stated in the memo. Assuroing that we satisfy the Town of Vail Building Code and the protected covenance
involved, we would expect to be issued a building permit for a
duplex residence on each of these lots after normal and usual
review by the Design & Review Board and the acceptance of working
drawings by the Iown Building department.
If there is any reason for us to deviate fron this procedure due to the Town of Vail's position , we rrrust hear
frorn you in writing accordingly' specifically advising why we
should not Droceed alone these ]ines.
awaiting your rcply,
(,*
ats/ss
cc: John lr.,cQuade' Craig, Colorado
Shapiro
To: TC,?.EI OF VAIL, \jr A souncj-f'
Fron: Abe ShapLro
Date: January 72, L976
Reference 1ot's ]., Z, 3, LLr 5, Bighorn lst additio.n orvned
by nre and lot ), Bighorn Subdivision, owned by John tr{cQuaid, to do lvith
ihe Snorv Avalanche Hazard Studyrdated January 19J6.
At the January B, L975 Planning Commission.Meeting this
stud'y report was unaninously accept,ed. Mr. Art lvlears lvas present and
ansflered all questions. This study is being distributed to the lrlayor &Council in advance of the January z]th, 19T6 meeting for theirueoie,.r.Mr. l,{ears will also be at thisneeting to ans'rer any further questions.
As you will note, this detdiled rrin depthrt study confirms thai par'r,s of l-ots h & 5 (ufrich are 1.06 acres and 1.60 adres i.n size re-
spectiveJ-y) have substantial areas cornpletely outside of any avalanche or
hazard zone and nhich can adequately allovr for a single or duplex resi-deniial unit to be built on sane within the existing norrnal zoning and building codes of the Town, rt is my intention to develop these lots and to build on same or sell same for use lrrithin the existing- xoning.
The study fi:rther sholvs that mitigation of both dry flowing and powder avalanche hazard is practical on lots 9, I, Z, 3r-throuch direct protection structures and special building design and that proposed building sites are located in a |trnoderatetr hazard zone. ft is rny intention to develop these Lots and to buird on same or sell same for use 'icithin the existing zoning for singre or duprex residences. r intend to
nake a copy of this report a pari of the sales information to any buyer
and to require anyone buitding on these lots to conforrn to the locations
and reconroendations covered by this report. These are large area 1ots,Iot l is l.75^acres, 1ot 2 is l.lh acres, lot j is 1,32 acres and lot 9 is approx. J/fu acres.
Reference lot 9, Mr. John McQuaid has agreed to the
above criteria.
J Accordingly, rre respectfully request that the l,{ayor &
Co'.rncil appro've the above guidelines at your Jan. 20th, 1976 neettng.
A copy of this report wi}l be left uith Ms. Diana Touehil1.
f would appreciate these study copies returned to me at your Jan. 2Oth roeeting.
Thank You.
cc/ Joinn McQuaid.
oate subfif d tor Revi., ,rr-r-l;T_
ENV IRONI'IENT
OF u^;
V I EIi CHEC KL I SI R
Projcct
0wner
of Project
inc lude environmental conseouen-
An encironmenl-al impact report musl be made for
nontrivial effocl on ifie environrnenl, Effecrs
ces ot both prirnary and secondary naiure.
The {ollowing questions shall be used as guidel
negalive declaraiion or an environmental impact
2.
, TyPe
I ne9 To
reporT,
dec ide whether to n,ake d (lf answer is unkno"'n,
YES llo write rrunknovrnrr in yes/no column),
L Could the project signi{icantly change present uses
area?
Does the p rojec+ s ign i f i cant ly conf plans and the Vail Master Plan?
Cou ld the p roj ect af fect the use cf
impoltant visual value or pre-ompt
a I or open space va I ue ?
of the project
licl tviih applicable generaI
a recreational area, or area of
a site tvith potential recreal ion-
wh ich
Courrly,
lope of
U-e
1-o
6,
7.
I'ii ll any natuTal or man-made features in the project area are unique, thal is, not found in other parts of the Tov/n,or 5ta te be af fected?
Will the project involve construction of facilities on a s
1O n---an + ^r ^.d^+6-?l-q
Will the projeci involve construction
geolog ic hazards?
l/ill fhe project involve construcl'ion
< rrh iaa+ *n :v:lancho?
{acilities in an area of
f acilities in an area
of
of
k*
l.a
8, CoulC the project change exisling feaiures or involve consfruction
in any f lood plain, nal ura l d ra i nage cou rso, or watercourse?
9. ls the pro..iect, as part of a larger projecf , one of a rer ies o{
curnulative aciions, which although individually small, may as a
who le have signif icant env i ronmenta I impact?
10. Docs "lhe project involve extensive excavation or till?
ll, Does fhe project area or the project site serve as a habitat, food
source, nesting place, crossing, wintering area, source of vrater,
etc. for wildlife species?
12. Could the project significanl ly affect rearing areas or habiiat
of tish species?
13. Are therc aTry rare or endanEered plant species in the oroject
area?
14, CoLr ld the p roject change exisling fe at u res of any o{ the reg lonrs
stream f ron-tage or gr.eenbeli areas?
15, Wi | | the project remove subsiantial amoun'ls of vegetal ion includ-Ing ground cover?
16. Could fhe project result in significant change ln fhe hydrology of the area?
17. Could the project result ln the displacement of community
residenls?
18, Could the project serve to encourage development of presently un-
deve lopad a reas or i ntens i fy deve loprnenl of a I ready deve I oped
areas?
19, ls there appreciable opposition to +he projecf or is it likely to
be confroversial?
-
jlo
llc
tle
lle
&
l-a
TJ,
ue
tu
fun
alo
t/,
?0. ,.l, ,1" pro,iect ,create' new or ugg.uuulisting heallh hazards?
YES NO
21. l,l i ll the oroJect involve ihe application, use or dlsposal of potenf ia lly haza rdcus raferia ls?
?7. Could the pro.ject cenerete s;gnificant amounis of dust or odor?
23, Cou ld the po.jecl .enerate 5 ! gaif i cani. noise?
?4, t{i ll the orojecf discharge sictnificanl volumcs of solid or liouid
wastes?
25, Could the rpoject resulr in caflaEe to soil capability or loss of )J agriculiural land? NO
Ie
il.o
&o
iUe
Uo
l/o - 18o
26. Could the projecf s i g rl i r i c a n 'l- l y a*fect the potential use, extrac-tion, cr conserva'f icn o: a natura I resource?
27. Coutd Froject alter loc;I tra{iic pai-terns or cause a signifi-cant increase i n t-afi ic voluflte or trans it service needs?
28. Add it ior"a I renarks:
neview ttisr comp I'ered by
Date
Checkli sl Reviewed b)'
Titte
Based on fhe above revievi,
is required.
S ign€d
Based on Jhe above review,
project does noi caus€ any
ii is fcund that an Environmenta I lrpact Report
IIEGAi IVE DECLA.?AI ION
(anC the staieneni below, )
s ign If icant envircnr enla l
it is found th at this impact.
Date
STATEMEXT Oi ENV IRON!:5NTAL EFF:CTS
For any points answcred yes or rrunknown'!, the reasons are as follows:
-o
qnAFno co!$$rHrcTtoil' E&
&tb 800 (P, g. Box l5'l4
Va[, Oolo. tl5al
Ir€. (3011) tnv-.lz,o
Wr*r,/i SUBJECT
.o|lia!&l aE rrrlr rb.raana ra.f, oat ol ' f,rrco-nmo
O
-{e
-
-
e
-l
l-
E
s l-I
z
o
U
m
D
3
-{
-l
|-n -
o
m
-l
a r o i
t
|n
n
at
tn 3
m z
-l a
z o
m T
m o
D>f)!6!s=;r o=
2
'1t t-
m
{;z
m
>F EFt o><0 rr.r_,ag o>5
xgi F'O>Q>o r'lx >6=7=Z - zr >fE
iioO ;'lF,HX"
A ': >
6r-3rE
aE<<F'F'
-
2 o
m o x
!fi
=
+
z
ln t
t-
|n
i :
z
o 1I
€
^
t\t i o{o<o!FM
z-
-<z E)O t-{ot t6
=z
9>
o-
Z^=
-|n
N 'tl
aro
sI
L,
VALUATION
l-. 4pr!!Er.1-F 1 r',1-1r!r6.Fi.q- " n'IYF^'r.-:-'
I :il*- *-. --; i"-.i,. -.-.,**--.'--..o..-i.' -.-".*i.
i zl \i. /t \, , (,_'- .l
COMMI lTMENT
TO INSURE
This commitment was produced and
issued through the office of
LAND TITLE
GUARANTEE COMPANY
P. O. BOX 357, 108 SO. FRONTAGE ROAD WEST, VAIL. COLORADO 81657
Telephone (303l. 47 6.2251
coun$nisncd: ;f"-^*- =IL
-c-ed
l"
-
vrttorttngr otficrr
1
I '.1 i..il
l.I:?,l l,l
H
ffi
FI
t,{
F. il
i
.
Rrpresenting:
li I
O
GUARANTEE COMPAIIY
3665 Cherry Creek North Drive
Denver, CO 80209
321.1880
13693 East lliif Avenue
Denver, CO 80232
/ 3 | r+JJO
8333 Greenwood Boulevard
Denver, CO 80221
427.9353
3110 S. V/adsworth Boulevaro
Suite 102
Denver, CO 80227
988-6550
830 Kipling Street
Lakewood, CO 8021 5
tJz-s I | |
P. O. Box 2280
Brecken ridge, CO 8M24
453.2255
303 South Cascade
Colorado Springs. CO 80903
634-4821
l21l Main Avenue
Durango, CO 81301
247,5860
P. O. Box 357
108 So. Frontage Road West
Vail, CO 81657
476.2251
3600 S. Yosemite, Suite 350
Denver, CO 80237
7794220
650-17th Street
Donvcr, CO 80202
629.7329
9725 E. Hampdcn. Suite 103
Donver, CO 80237
7504424
o
LAND TITLE
TfM Form 2542 v zlal
AMERICAN_LAND TITLE ASSOCIATION COMMITMENT - 1970 Rsv.TO . lrrLE INSURANCE UOMFANY OF MTNNESOTA
a Stock Connpany of Minneopolir, Minneota
TITLE INSURANCE COMPANY OF MINNESOTA, e Minnesota corporetion, hcrein called the Comprny, for a vatuable
consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the
proposcd Insured narned in Schedule A, as ov,ner or mortgagee of the estate or interest covercd hereby in the land described or
refened to in Schedule A, upon payment of the premiums and charges therefor;all subject to the provisions of Schedules A and
B and to the Conditions and Stipulations hereof.
This Commitmcnt shdl be effective only when the identity of the proposed lnsured and the amount of the policy orpolicies
committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment
or by subsequent endoresement.
This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obliga-
tions hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for
shall issue, whichever first occurs, provided that the failure to issue such policy or po[cies is not the fault of the Comprny.
'-l'.-_ : 'I .'.::.:, _-.-il,lr,t:,
l. The term '.mortgage", when used herein, shall include deed of trust, trust deed, or other security instrurnent.
l. If the oroposed lnsured hes or acquires actual knowledge of any defect. lien, encumbrance, adverse claim or other matter
affecting the est3te or inlerest or mortgage thereon covcred by this Commitment other thrn thos€ shown in Schedule B hereof,
and shall fail to disclose such knowlcdge to the Compsly in writing, the Company shall be relieved from liability for an1'loss or
damage :esulting from any act of reliance hereon to the extent the Company is prejudiced by failure of the proposed Insured
to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Cornpany, or if the Company other.
wise acquires acturl knowledee oi any such defect,lien, encumbrance, adverse clarm or other matter, the Company at its option
may ain!'nd Schedulc B of tlus Cornmitment accordilgiy. but such amendment shall not relieve the Cornpany from liability
previouslv incurred pursuant to paragraph 3 of these Conditions and Stipuiations,
3. I-iability of the Cornpany under this Commiiment shall be only to the named proposed Insured and such parties in-
cludeC under the definition of lnsured in the form of poiicy or policies committed for and only for actual ioss incurred in re-
liance hereon in undertaking in good faith (a) to comply with the requirements hereof or (b) to elirninate exceptions shown in
Schedule B, or (c) to acquire or create the estaie or interest or moitgage thereon covered by this Commitment. In no event shall
such liability exceed the amount stated in Schedule A for the policy oi policies committed for and such liability is subject tc the
insunng provisions and the Conditions and Stipulations and the cxclusions from Coverage of tie form of policy or policies com-
mitted ior in favor of the proposed Insured which are hereby incorporated by reference and maCe a part of this Commitment
except as expressly modified herein.
4. Any action or actions or rightc of action that the proposed insured :nay have or may bring against the Company arising
out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Comrnitment must be
based on and are subject to the provisions of this Commitment.
!ji ".". -,,..i'ii :..'.::' T,'-:.:
In addition to the matters contained in the Conditions and Stipulations and Exclusions from Coverase above referred to.
this Commitrnent is also subject to the following:
l. zughts or claims of parties in possession not shoivn by the public records.
2, Easements,.or claims of easements, not shown by the public records.
3, Discrepancies, conflicts in boundary lines, shortrge in area, encroachments, and any facts 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, for services, labor or material theretofore or hereafter fumished, imposed by law and not
shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, ltrst appearing in the public records or
attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for
valuc the estatc or interest or mortgage thcreon covered by this Commltment.
IN MTNESS WHEREOF, Title Insurance Cornpany of Minnesota har caused its corporate name and seal to be hereunto
afhxed by its duly authorized officers on the date shown in Schedule A, to be valid when couniersigned by a validating officer
or other authorized signatory.
Jrrr-e Irvsunnn ce [ornrear.ry oF fuiINi.,-EsorA
L. u l-l I'l L
l.L.He0Ut-E tr1
iipr.i rcati,;rn Ns" VOi,C,:S:ts
..t. Ft'r inionmation Srrl r
- t-.1-ra r : i's '-
i.:iii;j'r' i:'rj I tr:'r' i' -: "i r.:, . :-i:-r
.... : r,..+\.:
rl'i'r' 'i l -i:' I
il:tir i:,rtf f r''1,:1.tti:ri ::ir i-l ':;r,. i : Jtirf f- r:r \, ,..rr-'r-:;11,,.;r.
1I LID 1r'| rhr1l''
..l_, ''_.'::,'
15 af r ne ei:r"':,:trv*
';.1-1-1
i,-.r.."1 '..":
Lli ii!i l.:.fi i:li-;,::,ri::::
::;::\,';f i:
;,,.,r ,,:t r
L,-, ' 1 : )-i-ri.. f.. -: ' :: i r;i:,-rr-:l r
F.Lt-.r..,l-ii,,: l F l-ti l. -l r-iEht,Jr '
.:.1-rr.'ir j,l jr:it..rjrl F rf{.:. i'
|. , 'l il.! , v t r;- Lirr,l i- .
),: t)!=,:7I t,3'l ag tgl lr.rUS!
i 1;.,i- I i ii-,|'"L f-tl:i:ufilrl'j:; lli iHt
l:, i /r ri r rF l;t:i1-LrHALlU.
ri r|| i, r:r tl tt l i tl !. tu r
-:,LHElt!_iLE iJ* t
i 11 J."r u i i' i n; rr t l: l rrnrl icati'rn flo. \tttLtitf3.i9.,
i';,-i ,:--: -i ::.:..;. i:lir-.';:;-::, II l;;y i: i- ::::: -.i!a. l 'i r-t ir:: i-,biii_ :b'i tll E l-iiAli:,FEii lrli Ll '/.r.r'-, 1,:-- !..i- :.i.1 -.i:,, :.;: Ii ^1..t l-;-,-{ | -'i.':i t.-ri-- ',j;.iil-. l-.1-}:t.t:::.E t_.I-ilrjitit:.f iHE lUlil,i
!L ii,','l ;..,L. -..,r1, ? _ --lrt-f:l
i.r:-'r:--: " :*',-:-, r-r-,r.-r:.ir',ii f :i ii l:: ::.i-lr':-,:j,-.i lii ih[ EILli4i:Fli'] FA(,1Ii'ltf il!;5E!,tt!51'll
ri ,'::-.,-- -:: :i'i.-.:-:. -i.:.-ll ::.' ri-:-l ::':.-11,-,r!.j ;-'1,t,; rf :r-i UjilHit-.t, FLC-flr..i-
t-:-.'.;ii-.i ;-:: , _";,i, ,.-,;- ...: l-l i- !.1 .1,..-.:_;;;-: i;lr1t., t.;:.::t:::.,:,ii:iili.
O o
t:
l,l
i. . ,., va/L
| 'ii
i lrl rrl rt: ri irrrt ir.
a 1-j rrlr ! ;rpprr.rt';r I
I l.,\.. 11:lli Al.1i
/azi(4 drlL*
] r,(i,rit...(i ior' :;Lri.,rr l t..r I try' tlrtr tr|1rl it;rrrt. t.o tltc l)c:;Jllrr li.trri,,u ,-.;rt, lr c' 11 .i vcn:
-lrl"_ -,:l_ :r1 ,i.,,-r..rrr.1 tio lttr
l',rrll i"latcria1s
irasc i a
Soffi t s
l'li n d or.;s
lVinCor.r 'l'rim
Doors
Door Trirn
Ha;rd or De ck Rai ls
Flues
Flashi ngs
Ch irnncl's
Trash ln;lostrres
Grccnhous es
Other'
etu_H_rw c:Mtu4tefrb
Corrnon Name Quanti ty Si ze
B. LANDSCAPING
Name of Designer:
phone :
PLANT MATERIALS
Botanical Name
TREES ?rau,?unqslr 6aury +
\\
furuWnaulodlm-Aefu- IL
\\
\l ll
8!o'
4:*',
l!a,-.Z" 6L
futrt'
?reunu*grvin@tL tZ
R-a#-oqg\ruq aup.zal.rT- l,
'AJe+,+'a--tlUonlo15--.FrTrggg'J6H I I -
Sast
5 4a,v
Sara
SHRUBS
CO V fRS
SOD
SEED
TYPE OF
I RRI GAT I ON
fuqnt$gJorl
L F b{2 PO p1 U H V/atqlaAf,ar \U*_fS sG. tr?
JhFh rs-=qpa
SQUARE FoorAGE ZSOO .*<Vr
SQUARE FOOTAGE ffi
ta p67c '{|fr-
focfAoE )&O-hqfr
loQ tt tt
r-1A,l\At+t& REP€h{4
TYPE
TYPE OR METHOD
OF EROSION CONTROL
C. Other Landscape Features (retaining wal'ls, fences, swirrning pools, etc.) Please specify.
tll'll,t1r t.OcA'f rJN V i;li I lj I CA'l I0N
SIJi]I)]VISTON
,J0tr t'{Ai'l8
r,ot' / nLocK.--? -FrLrNG lg4frifi:?, ,E--
AI]DiiESS
T'he location of utillties, r,rhether they
lincs, mu.st be approved anci verified by
acconpanying site p1an.
Nlountain Be11
Westeln Slope Gas
Public Service Conpany
lloly Cross Electric Assoc.
Vail Cable T.V.
Upper Eagle Va1 ley ltlater
and Sanitation District
be main trunk
the fol lor,ring
I j,ncs or propos ed
utilities for the
llat e
2:/d a/
Z'J.E: 8 |
ry-'o'//'4-/s4|
1(;J-ro--
(/
r)
NOTE: These verifications do not re1ieve the contractor of his
responsibility to obtain a street cut permit from the
Toryn of Vail, Departnent of Publ j-c Works and to obtain
utility locatj.ons before digging in any public right-
of-way or easement jn thc Town nf vail. .A' building pernit
is not a street cut permit. A street cut permit must be
obtai.ned separately.
This fonn is to verify service availablity and location.
This should be used in conjunction with preparing your
utility plan and scheduling installations.
{sr.T
-r
;m
--l
o €z m z
=IT
o,
I
-l (D x
o
E
a x
O-s Zt--..t c 3<
tz
m (-
m o --t
c)
r
z
--.1
2"
nz >m
--.t >(1 r-
m o _T'
z
o
z --{
--t
Z-\
>;t, u
--l
q,
-z
lw
ld'
lo l5
t-lH
t
I
O|<
=t>.<F
t>
lo
tm
r
I rl
I
I
oE
=t><F
P
p
m
r
I -ol 'rl
I
I
l<t>
lF I>lo
m
B t>
t;
tx o o
a
t
.F
-
E
CL o E o --{ f <T lo f
no
!o z:
c
o
(D
o
EtrE
o o z (n
-{n
o
=o z T m F
=-{
0
i m
I
K
F po r
(-
m
-t
z.
<r9
i! -{ \J tzz
= /'\ r"\
YF r-
TIE
-n!
z=
22
o6)z
z r
I l-I j"
J'
m
t
z
-i m
:
€
m
z
6
:1
1
.71
m tn
o
€o
(f
m |-
ITI o
_l
m r
rn
=1 Hrq
=z
<n
F(
z
()zrooo
r;q=3E
f4 a ,^a
F#k1 lHl e&
*nru€r\|ll
z m {
I m u
=z
=^z
m
--t
m
o
o
_n
-.t
c
o z
Ot..r*
zY=n 9#P io
->n =a;x (Dx24
=5a6 .=Io d !c^ z c x vz q -^^^V'nzz ^€o
x
Nu)=
S-=-6e
=
t
L^)
a+rf
-l
!m
--l I
z
m
('r
(-^,
F o o
o O o
I (,
n
I
c rn
\
\..!:: A
; a>-<c:_\::;; N i";: \
"t:; \:?r:1 ,'i ! i,.s r::2 \i a:7 ri i:3 i '\r i i;:\i::i"\
"a=:n\i:liir'I.-= i,-'"*N
:\r A \1,F'r
=z o z
i m
2
=z 6 --{
I o
-l
r_.\,
m
=tr m
U)
o l.rtl
7
m
m I
z
m
m {
(D
m o
m
i
z
'n
m
m
I
2
m
m .)--l
^
z
I
m
7
c
2
m
=
m
-r -n
m m (n
VALUATION
!m
=
=z
m o -
z o
t-
T
c 3
2
m
m o {
o
@ c
g
z
t\)
O o
P
o o
f\)(,
(Jl
o
o (,
F
F
f
FI ol ol
c c
c c
..J o
JT
l\J o o
o o
f\)(,
(tl
(-c)
(tl
lo
3
CR \5\ Z-G
?-,-2.-\-At
75 soulh frontage road
Yail, colorado 81657
(303) 476-7000 otflco of communlty developmenl
March 9, '1984
Dostal & Associates
Box 267
Vail, Colorado, 81658
RE: Building pernit #792 Vail-Tex Duplex - Lot I Blk 2
Bighorn lst
Gentl emen:
|,le have checkdd our files, and we find that the temporary certificate of occupancy on the above reference project expired'.tanuiry-t , 1ggz.-Therefore, you.have not had any activity on this projeci f6r over 180 days, causing the permit to expire.'
Please contact this department within fifteen days from the date of this notice. Faiture to reply wiil resutt in fuither iciiJn trom this department.
Building Inspector
GM/rme
d c ns a )nascoclalea-arcfiltecl
0082 e. beaver creek blvd.
p. o. box 8.14 94*7071
avonlcolorado 81620
July 26, 1982
Mr. Jack Rychecky
United Bank of Skyline
l6th and Arapahoc
Denver, Colorado t10202
Re: Vail-Tex Duplex
Si r;
As per your reqrrest, the following is a summation of the discussion which
transpired with the City of Vail on July 19, 1982. The rneeting was con-
ducted with Mr. Gary Murmane, City of Vail-Code Inspector, Mr. Ti.m Boyle of Boyle Eng inecring -Structura I Ilnginecr and Michael 0rNeil-Michael OtNeil
As soci at es -Architect .
1.01 Structural - Gary Mrrrmane stated that on his last inspection he noted
numeroll-T6iTi6G'ion and'detail deficicncics. Regardless of fault, Tirn Boyle at this tine is on top of ficld directivcs to the framing Subcontractor and
General Contractor. We did go over several detailed solutions which satis-fied or put to rest Mr. Murrnaners concern with the structural integrity of the building. lrle statcd that we felt thc brrilding would be ready f,or frarn-ing inspection within three weeks to onc nonth. Gary stated that the only other item that nccded to be subrnittcd prior to structural approval would be an improvement survcy. Marty Dostal is expcditing the procurement of the
improvement survey.
1.02 Cold Roof Dcsi-gn - Functiol and dcsign were discusscd in detail. The
suggestioriTT Mr. Murmanc, l,lr. Boylc and mysclf si to construct on top of the prirnaty rooF structurc a coltl roof cnv.glopc in thc following manncr; J0 lb. felt shall be applied on top of the,lq${rtaycr5of plywood,2, x 2tl
sleepers installcd rqr the rakc of thc roofl at 16" on center directly on top of thelraftcrs bclor,r. )tt x )tt slccpcrs instirl lcd across thc rake of thc roof at 16'f on centcT clircctly on top of the slccpers bclow, 11t' C.D.X. plywood
applied to thc top of thc slccpcrs, standard ccdar shake 6r' exposure inter-
Iaced with 30 lb. felt roofing surface. The cold roof shall project approx-imately 4'r beyond the existing facia below and a 2 x 6 sub facia board shall be securly attached to the slecpcrs with an insect screen, hopefully painted black, securly attached between the 4!' subfacia and prirnary facia. Install-ation, we suggest .shall bc t.lro re-sponsibility of the roofing Subcontrac,tor for warrantee DurDoses.
r,0i Avalanche Design - }l|as discussed. Mr. Murmane stated that the over_attdelT!i-n.leterrrentsthereoflravebeencomp1etelysatisfiedexceptfor
the backfill and berrn placenent at the rear of the garages. Mr. Murnane stated that the foundations were built to the cornplete satisfaction of the city of vail, but did request an in place swiss Harnner Test on the found-ation walls. The prirnary leason for tlre rcquest is that the foundat ions
were poured in the winter nonths and Gary would like to verify in place stTength. Marty Dostal the General contractor shall expedite the swiss
Hamrner Test, by an independent testing labortory and submit the test re-sults to the applicable parties.
1.04 Exterior Building Design - And additional interior square footage was discuffipletenesSandconflictsofroofpitchesas
shown on the original Architcctural and structural drawings, it was sugges-ted that as built or verification drawings would be requircd by the city of Vail. The subrnittal to the city of Vail will be on an intra department approval basis to thc Dcsign Revicw Bo rd. 'l'hc vcrification and redraw is presently under way by 0tNeil Associates staff and will be subrnitted by
August 6, 1982 to Gary for review. Also the client Mr. Bill Cox, has re-quested that additional loft space be addcd to the project-scope, Although Mr. Peter Jarnar, city of vail planner has review and approved the additional
space, efforts arc under way by o'Neil Associatcs to fully docunent and sub-nit to the city of vail the exact configuration of the additional space.
The density of thc project will obviously be increased but not incriased to the point that the project violatcs thc allowable gross rcsidential floor area. copies of all subnittals will be forwarded to the applicable parties or by requested partied having intcrest in the project.
1.05 Regarding Certificate of Occupanc Aquisition, Mr. Murmane stated that if the drive paving and ot ltmaaaplng were not to be installed this year, a
temporary c.0. would be issued until the paving and or randscaping were com-plete. Based on the present date in the year and the last acceptable date of planting trees in Vail, 0ctober 20, it is a tight time table but not irn-possible to neet the deadline. Mr. Dostal , myself and the Landscape subcon-tractor will act upon this subject according to the desi-res dictated by the clicnt, Mr. Bili Cox.
1-06 The Fit_r?i rcqucst of the city of Vail at our neeting was to dispel any runors regarding cither rcd taging of shutting down thc projcct. Numcrous
rumors have adversly affected to nany particd not to have the issue out in thc opcn. Mr. l"fu rtnanc was askcd if it was tlrc City of Vail's intent to allow the construction of the project to continue to the point of no return, only to shut down or condennate the project in the future. Mr. Murrnane vehenently stated that "The City of Vail, not rnyself would ever a1low a situation of that
consequence to occur.r' rt is also ny belief that the city of vail and parti-cularly the code enforcenent departnent personel would never place thernselves nor a project, regardless of calibcr, under this particular trpe of jeopardy.
We also requested of Mr. lfurnane copies of all docunents on file with the City of Vail regarding the Vail-Tex Project. The copied docunents are available upon request by any concerned parties, please contact our office if said docunents are needed and we will expedite their disbursernent.
In sunnation to all parties the project is presently behind schedule,but we donrt feel that October 1, 1982 is unrealistic for final corn-pletion' Michael 0tNeil Associates remain fu1ly enthusiastic to expedite
any and all requests, regardlcss of scope, to any interested parties.
One last observation request, beyond a shadow of doubt a ton and half of nails is totally obscure for framing this project. The request by the framing Subcontractor should be adjusted downward. If you have any ques-tions; ltlcase do not hcsitate to contact us.
Sincerely,
Michael B. OtNeil
Michael OrNeil Associates
cc: Mr. Bi 1l Cox
cc: Mr, Tin Rodgers
cc: Mr. Tin Boyle
cc: Mr. Gary Murnanc
cc: Mr, Marty Dostal
James M. Dostal
Dostal and Associates
P. 0. Box 267
Vail, Colorado 8.|658
April 25, .|984
The Town of Vail Bui'lding Department
ATTN: Gary
75 South Frontage Road West
Vail, Colorado 8.|657
RE: The Vail-Tex Duplex
3996 Lupine Drive
Vail, Colorado 81 657
Dear S'i rs:
0n August .|0, 1982, I termjnated my affiliation totally w'ith the Vail-
Tex Pioject, its owners and developers. The Vail-Tex Project is lo-
cated ai 3996 Lupine Drive (Lot l, Block 2, Bighorn, lst. Addition).
I would like my name removed from the Building Permit and any other
construction dbcuments pertaining to this proiect you may have on record.
Ai1 correspondence concerning the Vail-Tex Duplex should henceforth be
directed to:
Mr. Bill Cox
c/o In-Ti1e Designs
360.l |r{est Al abama
Houston, TX 77026
( 7'13 ) 96s-0e64
Thank you for your time and attentjon to this matter.
Si ncerel y ,
lrtlt )€-'* L- //,,2 ,//
[/James M. Dostal
JMD/n id
cc:
'u/, '
INSPECTION REQUEST
" TOWN OF VAIL
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES ftrun (rnr-.)WED 1 AM,, PM \.---'(
(1.--
BUILDING:
E FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH i D,W.V.
tr ROUGH i WATER
O FOUNDATION / STEEL
tr FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION O POOL / H. TUB
D SHEETROCK NAIL
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT O SUPPLY AIR
tr FINAL
,g'neenoveo
t/'
O DISAPPROVED tr BEINSPECTION REQUIRED
,''.:-L) ,r. ,
CORRECTIONS:
DATE INSPECTOR
INSPECTION
. *. TOWN OF
| ';. Y
REQUEST
VAIL .i
i,/,.
DATE
READY FOR
LOCATION:
v> toe NAME
TNSPECTTON: t-UglD
-. <7t7 i.
CALLER
TUES THUR FRI WED
1</,
!"L)
C-vL /'/-Sz e.., CORRECTIONS:,54(A{t '/6
BUILDING:PLUMBING:
tr UNDERGROUND FOOTINGS / STEEL
FOUNDATION / STEEL ROUGH / D.W.V,
ROUGH / WATER FRAMING
ROOF & SHEER
PLYWOOD NAILING PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
FINAL
ELECTRICAL:
T] TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
o n{ar
tr
tr FINAL
ABPROVED ,tr DtSAP_PROVED .. ZF4EINSPECTION REQUIRED /-
DATE /L?a',- i--Z INSPECTOR
),*#"toN neouisr
TOWN OF VAIL
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUES ITHUR, FRI READY FOR
LOCATION:
WED AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
O ROUGH / D.W,V.
r] ROUGH / WATER
tr FOUNDATI
tr FRAMING
ON / STEEL
o
tr
o
tr
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H, TUB
SHEETROCK NAIL
-
tr
_tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT C] SUPPLY AIR
tr.tr
tr FINAL tr FINAL
- F-ApitRovED
, CORRECTIONS:
tr DISAPPROVED EI REINSPECTION REQUIRED
DATE INSPECTOR