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PERMIT Oo* oF vArL co*srRucrroN
PERITIIT APPLICATION FORM oarE: QFf'l'tJAN 19 1gg4
Lo Legal Description:afocf-.,]Filing
Owners Name: l
ArchLtect: {noK S*rni)
General Description:
l{ork Class: tXl-Hew [ ]-Alteration [ ]-Additionaf t l-Repair [ ]-other_
Number of Dwetling Units: J-- Nunber of Accorunodatlon Unlts:
Gas Logs Woodr/Pellet
*********************************
orHnn: $
IiLI'MBING:
$ L.,crnn- MECrrNrrCALr r4
/l[******** * * * * ********* *** * ** coNrRAgroR INFO fEeneral contracEor:
Address:
Electrical Contractor:
Address:
Plunbing
Address:
Address:
Address:
Contractor:
TOTAL: I
TION ***************************
Town of Vall Reg. NO.
Phone Number:
Town of vail Reg. No.
Phone Number:
Town of vail Reg. NO.
Phone Nurnber:
Town of Vail Reg. No.
Phone Nunber:
******************************** FOR oFFrcE usE *******************************
llechanical Contra
Address:
BUTLDING PERI.IIT FEE:
PLI'!,IBING PERI.TIT FEE:
I.IECHANTCAL PERUIT FEE:
EI,ECTRICAI, FEE:
OTHER TYPE OF FEE:
DRB FEE:
BUILDTNG PI,AN CTTECK FEEs
PLI'}IBING PIAN CHECK FEE:
I.IECHANICAL PIAN CHECK FEE!
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
^ tlpnber and Tlpe of Fireplaces: cas Appllances v
lT**c.******************* * !t'l*** * !t't* * VALUATfONS
BUTLDING: S ELECTRICAL: I
tw l t./ l /r't l_t-t_t_
r_r_r_
VALUATION
ZONTNG:
SIGNATT'RE:
Comments:
b q{22L\
75 routh fron|lgG ro.d
Yrll, colondo E1657
(303) 479-2L38 ot 479-2L39 otllcc of oommunlty dcvclopmorrl
If this perylt requi.res a Town of Vail F.ire Department Approval,
Engineer''s. (.Pgbl ic llorks) reyiew and approva'l ,'a planning' Departrnent reviEw or Health Department review, and'a review by the Euiliing
Department, the estimated time for a total review may take as l6ng as three weel(s.
All cormercial ('large or small) and all multi-family permits will
have to fo'l low the above mentioned maximum requiremLnls. Residential and.small projects,should take a 'lesser amount of time. However, if residential or smaller projects impact the various above mentioned
departments wi.th regard to necessary review, these projects may a'lso take the three week period.
Every attempt wrlll be made by this department to expedite this permit as sgon as possible.
BUILDING PERI.IIT ISSUANCE TIME FMI'IE
undersigned, understand the plan check procedure and time I, the
frame.
Communi ty Devel opment Department.
a
75 touth lronlage rord
vail, cololsdo 81657
(303) 479-21.38 or 479-2139
TO:
EROM:
DATE:
SU&TECT:
olllcc of communlty development
ALL CONTRACTORS CI'RREMTLYL REGISTERED WTTH TITE
TOWN OF VAIL
TOIJN OF VAIL PUBLIC WORKS/COI,IMUNITY DEVELOPIIENI
ttlARcH 15, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn sunurary, ordinance No. 6 states tbat it is unlawful for any person to litter, track or deposit any soil, rock, sand, debris or naterial , including trash duurpsters, portable toilets and workmen vehicles upon any street, sidewa).k, alley or public
p119e or any portion thereof. The right-of-way on ali Town of Vail streets and.roads is approxinately 5 ft. 6ff pavement.This ordinance will be striclry enforcLd by the Town of Vail Publ.ic works Department. persons found violatinq this ordinance will be given a 24 hour written notice to remove-said nateriar.fn the event the person so notified does not eomply with the notice within the 24 hour tirne specified, the puLtic Works Department will remove said material at the expense of person notified. The provisions of this ordinance sfritt not be applicable to construction, maintenance or repair projects of any street or alley or any utilities in the. right-a-way.
To revi-ew Ordinance No. 6 in fuIl, pJ-ease stop by the Tolrn of vair Building Department to obtain - copy. tirank you for your cooperation on this natter.
(i.e. contractor, owner)
JT
lsign Review Action ilt
TOWN OF VAIL
Category Number
Proiect Name:
Building Name:
Project Description:
Owner, Address and Phone:i .,' t
ArchitecUContact. Address and Phone:
Zone District
Motion by:
Seconded by:
n Approval
fl Disapproval
, Q Staff Approval,.."
Conditions:
DRB Fee Pre-oaid
{\
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L
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*
lsign Review Action rOt
TOWN OF VAIL
Category Number
t .')t,^
Proiect Name:
D^" €c + 13 i /79'/
(,r ii 9
Building Name:L-.-.; ,J.v *t c -(
Project Description:
c.-€ (-.
Owner. Address and Phone:/ v e- ?>=Sf
tC- t-?.e u 3t ZSz L'q, ( , c c- t'f€S'S'
<<:-,.^.-_!v L ArchitecvContact, Address and Phone:
act.,-nQ <> qLovL
Legal Descripti on:rct 5 4 Block 2 Subdivision l4rt
-->.- r t I
ProiectStreet 166r"u' '-s-1 tl 6 L-c.'P/vt
Comments:
eo"rGr"ffA,D
uotionoy: l)/.4 vot"t ,L/2
Seconded by:
! Approval
fl Disapproval
-.'.---'.....--, E-€taff Approval
Conditions:
oa", t c /r :,r/q '/ DRB Fee pre-eaid ,# ',J o>
rovlsqa 7 / l4 /9,1
DESIGN REVI
o
EW BOARD
LETE APPLICATIONS MAY BES **********
PROT]ECT INFORMATTON:
APPLICATION - TO9IN OF
DATE RECEIVED:
DATE OF DRB MEETING:**********I u t:, )l EW.
I.
.f\ -
,:-/:t ii'it I
'FVDE f\E' D Er\IT Err^t .
New Const.rucLion ($200.00)Addition ($50.00)
LEGNL DESCRIPTTON: Lot Subdivi s i on
If properLy is dcscribed by description, please provide Lo Lhis applicauion.
a meets and bounds
on a separat.e sheet.
X uinor A1 teration ($20.00)
Conceptual Review (90)
D.
ADDRESS , ?1ito Lueln-
legal
and attach
Block 2
F,
I.
'J.
ZONING:
NAME OF
Mailing
APPLICANT:
Address:
Phone
NAME OF APPLICANT' S REPRESENTATIVE:Mailing Address:
Phone
It . NAME QF OWNER (S ) :
OWNER(S) SIGNATURE:
Mailing Address:
Phone
APPLICATIONS WILL NOT BE PROCESSED WITHOUT OWNER'S SIGNATIJRE
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above,\ are Lo be paid ab the Lime of submiELat of rhe DRB applilacion. L,iuer, when appLyrng for a buirding permir-, please ident.ify Lhe accuraLe varuation of Lhe proposal . The Town of vail will adjusL the fce according Lo the tabte below, t.o ensure the correct fee is paid.
FEE SCT{EDULE:
VALUATION
,h n ,h . ^ a\/\n {, v * rv, vuv $ 10, 001 $ s0, 000 $ 50, 001 $ 1s0. 000
$1s0,001 $ s00.000
$s00. 001 - $1, 000, 000 $ over $1. 000, 000
DESIGN REVIEW BOARD APPROVAL EXPIRES
APPROVAL UNIJESS A BUILDING PERMIT IS IS STARTED.
FEE
D ZU. UU
$ s0.00
$100.00
$200.00
$400.00
$s00.00
ONE YEAR AFTER FINAL
ISSUED AND CONSTRUCTION
,/./ +q A//5u
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RECEryED FROM
Permit Numbers
tfow PArD-crh -.--cl"&fsb
TOWN OFVAIL
DEIARTMENT OFCOMMUNITY DEVELOPMENT
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CHFTKS MADE PAY
2 TXEROXCOP
000n4r4r2
BUILDlNG
EVELOPMENT DISTRI
SUBDIVISI
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As you loos,. I oodgbtAd r $e incpcdirn of Br rDovp.necosC FoDcdy ri yolr ilgnaf m Apc[
19, 1994. tbc pupre dny hpecdoa Err to rbbuiur if to ndraclo lretccb! t rlcmmed il r rprt tD Ml. Lf.t, $tow lS ]nd sili iDcrfipo[rtsd b $o n* Umtc. IbrElllt o[nt
blpc6ti0'rb rod as*:rrtp additiosul Scdhsi yoa hrd rn incht|od h tHr latbr:
AVAI.{!{CI{ES AND AYAI4ITCTIS TIAZAND
A Iargc awtudrc ocurrFd drritrS MrF, lg84 rail dosfrryod itr W ffi il es dfe thvs trc
imsc; sewrel sEsll awltt|crca lnva mellled sinog Ocs, instudtrg ooo tEb c|loq. tfu pEntlrl fa
audarrchcs <f varionr *iles reflEim rdey. ru coF wil Frokbry lrudilcr odc orrc rcrlEatrr
eacb wfutsr od/on rpebg largq patffiirl dsEuclivr rvrlncsm UU AdCUy llrr|hta bolc d
vottld C$!ee dsttifictr( d'c*ES if i! rrar [gt f6r &C rnlancfts pm6ctlo6 trpcOrtii.tftd tElqg h
FeF' I eryl**aa tlerolbrs, tbst rlt cl€@lab o{ &ic rsdilcbc Fot.dior qtr|r bc spbt 4
Frtbe;ruuc, i do not rscomqrud r ipt tnb on lhs rodhrcrt cornar U tbo l0rsc rt to ioordgd doryt
to oe by J*dE &tow- Tlra rrea bGffDd fto lotrsl, ilclrdiE *ll dc& otr &o sorrti qostrru, wtt tc wEnul hy atrdrficltcs ht titrs, Pertor wi0rb tfiE *nr* oodd be ceqglt, hntd, & gv* Hllcrl B rvrlilctes. Addfiou.l deeils erc itr dty rcAort b Jact Sew drtsd turya 1993,
?2!?rGdlcA*
cr*.q&nal|19O int'-tii-Io|
epdl20, 1991
Ue Fr*rgic.Crrtfi$
Cs$3 4€re?
616WcrtLitM lr.tr#tB
Yr4 6 4f,65?
lts: $lr tryc.d@ - tol 5A, Ebct 2, Bi;lodr lsl Hlhg.
STRUEruRAL MITIGATTOI.J
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ra5-tB-19S4 11r13ni4 FR[f', CSRTIT{r REALTY v 'oo 4?69823 P.B1
ARTHTJRI.MEARS, P.E.,
t\LrrnlHr4reCqub
222FaC-st*: Avc,
Grlilroi, Cdnrdo El2r{l .. 309 -U1,1?%
.5
uay $, tts+
Mr. Eushaquio ConiDa
Cortina Realty
516 Wcet Lionshcad Mall #103
Vail, CO 81657
RE: Lot 5A, Block 2, Biehorn lst Filing
Dear Eustaq;rio:
I bavc rcvicwcd an undatcd grading plan (with no scale indicated) and taminared glass
spccifications intcnded as avalanchc protection. This was rcceivcd by FAX from uR K D*
today. I offcr thc following commcnls:
a. If the final gradiug is done as showu, it will provide an adequatc avalanche
catching stnrchrrc. Thc back walt of the building must, howcvcr, bc designed for
avalanche impact forces
b. Thc Town of Vail building dsptutment (or some othcr rcsponsible party) must
cnsure that thcsc plans arc followed iu final dcsigp.
c' I do not providc an opinion as to the adcquacy of thc taminated glass in rcsisting
avalanchc forco$. Of coursc, thc cntirc back wall (to thc dcsign height), includiug
glass must resist ths avalanchc loads, Thc structural enginecr, architect, anrl building
dcpartmcnt fiiust en$ure that my dcsign spccifications, including impact factors, are
satisfied.
I
Thank you for kccping in touch on this subjccf.
i
Sincerely,
Wa{va*t
Arthur I. Mean, P.E.
Avalanchc-controi enginccr
INC.
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flUG;0S-1993-
I
13:12 FROT4 JINE ENGIIIONG INC 1?T8 P.@2
STREA}I AND POND STT]DY
LOT 5A
BIGHORT{ FIRST SUBDIVISION
VAIL, COLORADO
Revised July 27, L993
Prepared by: Alpine Engineering" Inc,
P.O. Box 97
Edwards, CO 81632
s$try
ilt'=;".g'i^!fi V'"1""1
#r{iS
STREAM AND POND STUDY
LOT 5A
BIGHORN FIRST SUBDIVISION
VAIL, COLORADO
Revised July 27, 1993
Prepared by: Alpine Engineering, Inc.
P.O. Box 97
Edwards, CO 81632
This report was revised, per updated site plan prepared by RK Design' per plan
dated 6/28/93.
A stream crosses l-ot 5A, Bighorn First Subdivision, 3946 Lupine Drive which is
proposed to be channelized, and re-routed across the tot. The point of discharge ftom the
iot is to remain the same. Tbe stream apparently is created by mears of a diversion system
above the site, which direcs a portion of the main stream to the site. Since the diversion
area does not appear to be a permanent, structure, it is possible that debris could impact
the amount of runoff directed to each stream. It is proposed to determine the 100 year
runoff generated from the enrire basirl and assume that the entire basin could be directed
to Itt 5A.
Average stream flows were estimated by calculating the capacity of a 12" CSP with
a 4Vo slope. The existing stream passes through a 12" culvert to the east of the site.
A srrall pond is proposed to be located to the east of the building. Deprh of flow
during the 100 year rainfail event was calculated assuming a weir flow condition at the
outlet.
Site grading should conform to recommendatiors per soils report.
1OO YEAR RAINFALL DERTVED RLINOFF
Area Basin =230 Acres
.3587 mi'z
CN = 66 Aspen Forest/Range
L overland = 3000' @ 53%,2 FPS = Tc 1500 sec = .41 hr
Lchannel = 2300 @44Vo,9FPS = Tc 255 sec =.07hr
Tc = .48 hr
q. = 520 csm/in
P100 = 2.4 in/hr = Q =,29 in
Q100 = QAq = (.20X.3587X520) = 54 6pg
1OO YEAR SNOWMELT DERTVED RUNOFF
Q100 =(.08rcFs/AcRE)
= (.08X230) = 18.4 CFS
POND DEPTH
Assume broad crested weir condition
Q = CLH3/2
C = 3.14
L = length of weir, 7'
H = head, ft
54 = 3.1,4('1)(H) 3/2
= H = 1'8' 100 Year rainfall
10 = 3.14(7)(H)312
H = 0.6'average
ESTIMATED AVERAGE STREAMFLOW
12" CSP capacity
Manning's Equadon
Q = l.+g/t't AR2/3 S l/2
A = nR2 = .785 SF2
R = A/wP = nR2/2nR = R/2 ='25
S=.04
N = .026 CSP
Q = (1.49l.026)(.755)(.2.'2/3)(-M'*r/2) Q = 9.75CFS
DITCH/SWALE DESIGN
Manning's Equation, for 2:l sideslope ditch
N = .03 rock
= ,04 grass
A. Determine depth of ditch required to contain the 100 year rainfall derived
runoff.
B. Determine erosion control protection as required for average streamflow;
thus, some erosion of the ditch may occur if the 100 year rainfall event occurs'
and all of the drainage basin is directed to the site.
C. Determine depth of flow at pond outlet for 100 year and average runoff
amounts.
Descrip-
tion
Flow, cfs Ditch
Slope Vo
Mannings
N
Depth of
Flow, ft.
Bottom
Velocity
Notes
100 year
rainfall
<i )1 20 .04 i.50 8.8 erodable
100 year
rainfall
54 10 .04 r.70 6.78 erodable
100 year
rainfall
54 ).04 1.90 5.23 erodable
100 year
rainfall
54 7 .M 2.25 3,7L
average
flow
10 20 .04 .80'5.7r erodable
average
flow
10 10 .M .90 4.45 erodable
average
flow
10 5 .04 1.0 3.40
Per site plan prepared by RKD dated June 28,1993, it appears that:
1. ZAVo ditch slopes occur above the house where no site gr-aling is prop-ose-d' The
topographic mip indicates that the ditch is 6" to 1' deep. If the existing d.',tch in this
area appears to be stable, and not eroding, and if-actual depths of the ditch are 1'
ot -oii it may be best to leave this part of the ditch alone, to prevent erosion
2. Proposed ditch sections with slopes ranging-from -10 to 20Vo should be a minimum
of.i feet deep (to carry the 100 year rainfail), and protected with 6" gqbr_o-n to:!' ?"
deep (for erosion protlction from the average llow),. and provided with filter fabric
or an impervious liner, as approved by the soils engineer.
3. proposed ditch sections flatter than 57o should be 2.5 feet deep. 6'diameter-rocks
."r,'b" placed within the stream channel, and liners provided as recornmended by the
soils engineer.
4. The flowline of the ditch should always be at least 2.5' lower than the proposed
ground elevation next to the building.
5. An interceptor swale should be provided behind the building to direct runoff away
from the building should the 1-00 yeal event occur. It should be 2' deep, and
constructed at 57o minimum sloPe.
6.
7.
Grading, subdrains, liners, etc. should be provided as recourmended per soils report.
The outlet of ponds (flowline) should be2.5'lower than ground elevation ou6ide the
building. An bverfloiv swale should be provided behind the building, and on the east
side ofihe building so tbat should the water feature become clogged with debris, or
flows occur in excess of allowable capacities, runoff will be directed away form the
building, and along the east lot line to Lupine Drive, to direct runoff to tbe same
location as historically occurred.
A proposed culvert is to be located on the northeast side of the building, to direct
stream runoff under the proposed driveway to the northeast ploperty corner.
8.
a
L€r/677P
4o/.o
378.
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-rE,
:'3+6t,*,64
OR @*,
DATE:
],EGAI, DESCRIPTION:
ADDRESS:
ZONE
r,ot SA Btock 4 r:.rittg
DISTRICO
OWNER PHONE
PHONE ARCHITECT
ZONE DISTRICT
Height
Tot,al GRFA
Setbacl:s Front
Sides
Rear
Water Course Setback
Site Coverage \7e%
3'gtc Ca^,t,"- Ee< fk{
pRoposED usE S intt+ €qn:, (l
**LOT SIZE
aF@
ffi @
Landscaping
Retain.'rng WaIl Height.s
Parking
Garage Credit
Drive:
View C,:'rridor Encroachnent:
Envi ronrnentaL/Ha z ards :
te+-v
7 {E''
Ex i sL inq
.,. PLEASE }TAKE CH
D EPA RT;\{ E}iT OF C0 lvllvILINITY D EVELO P}IENT'
S,TLES ACTION FOR}{
. 75 SOUTH FRONTAGE ROAD u,rp;g"o**o 8r6s7 :
TOIVN OF VAIL
zc\x\ic .{,,ND ADDFISS l tAtS 0t 00004t5<0
IINITOL\{ I L;iLD[\-C CODE
u)..1FOR-\{ ?Lu!'tDDiC CODs
0l N'tc 12.{ t5
0t o)00 {2{15
UM FOL\.t,l\lECti.{r'lC.lL CODE 0l co?o .t2.t t5
0t cDoc J?< 15 UNIFOfu\{ FTRE CODs
0l 0coc.r2.lt5 | N,rnolr,r,L;LECTPJCI,LCODE
oTliEn coDE!OOKS 0t 0000{21)5
BLUE PRDITS 6I)1.;,4S 0t o}}o.l15.i3
0l 00:'l .r21 l2 ):ER,OX COPES / S'iUDES
PENAI,T:' FEES / R:.D{sPECNONS 0l 00cor2i7l
ol co+c.lt3j2 i pL,r"x lEr,lgrvn,E.cli:cX l;i [s-:0FER HR.l
0t coco 42323 OT? }:OURS L\*S?ECTION FEES
CONT:I..\ CIORS L'CE\S LS FE.::S 0t cool{l.t)2
0l G00c{l-i30
-(ICN APPL:CA'Oi-T;;E .01 C$.Jo 1 l1 t 3
ADDITION'I1.S:CNAGE;EE {Sl'C'J;'F,l'SQ.IT.0l 00c€414t3
ol cscp12.i.:o lv:c.lRTrnoEcTDoNATON
PRg P.AJD DESIGN RgUNV IOA.?O F:E 0t 00001t331
BUILDING-CONSTRUCTION PERMIT COMPUTER DI 0t co0042412
*.0I 0000 41010 TAx
oi 0ooo 42371 rNvEsrrGATroN FEE (BUTLDTNC) I TOTAL ous,
AL USE FER\fl
0l c$]J4l33C IEXTERIOR ALTI,?A]ION ILESSTHAN 100SO.FI'
OR ALTT.R.{TON IT.iORg TdAN IC8 SO.FT
0t cEoo1t3t0 ts
D EV E LOPI fENT Dl STRJCT I).'.rr'.-'OR 0l 00C\1!13i0 ' rsPEcLA
*
*
*
*
*
*
*
*'
ARTHURI.MEARS, P.E.,
Nanual tlazaldr Csrarltant
INC.
#%ffit"':'
70r'641't2%
May 21,1993
Mr. Jack Snow
RKD Associates
Box 3378
Vail, CO 81658
RE: Avalanche and rockfall hazard, Lot 5A, Block 2, Bighorn First Addition'
Dear Mr. Snow:
As you know, I conducted a site inspection of your potential building site on the above-
refeienced [.ot on May 20, 1993. The inspection was conducted to determine the feasibility of
building at this location and protecting the structure from avalanche and rockfall. The following
conclusions are based on this site visit.
\
1. Avalanche hazard zone. The proposed building is on the edge of the Red/Blue hazard
boundary. If you move the building location 10-20 feet to the northeast, as you proposed and
we discussed, the buitding would be in the Blue zone. According to Town of Vail ordinance,
building would be permitted provided structural defenses were incorporated in design.
2. Structural protection. Avalanche forces at this new building site would be moderate.
Therefore avalanche defenses could be designed to withstand these forces.
3. Rockfall. The site is also within range of rockfall. The rockfall characteristics can be
quantified (velocity, bounce height), and rockfall protection structures can be designed. These
structures can be designed so they will not deflect rockfall onto other private or public property.
I can complete the avalanche and rockfall analysis and provide performance specifications for
defense structures in June.
Please contact me if you have any questions.
Sincerely,
Anfu^4 ,t{\ro,
Arthur I. Mears, P.E.
Avalanche-control engineer
Encl.
lYfuWgtW ' Aublclw ' AtulaEk C-ont@l Engtrlrr,l/rng
DATE' APR 23, 1993
ORDER $: ESO0251-1-893
PROF. ADDR.: 3945 LUPINE DR.
OWNER/BUYER: 2SPE!ffi8OrfE RESIDENCES, LTD.
TO: THE PRUDENTIAL GORE RANGE
PROPERTTES, 511 LIONSHEAD MALL
VAIL, CO 81557 t476-24821
TO: ASPEN GROVE RESIDENCES, LTD.
P.O. BOX 2651. (476-922e1
vArL, co 81558
TOI SABLE LUPINE PARTNERS LTD.
48OO N. FEDERAL TIWY. *2@38
BOCA RATON, FL 33437
TO: FIRST AMERICAN HERITAGE
P.O. BOX s590 1949-44061
AVON, CO eL62O
TO:
TO:
TO:
PLEASE DELIVER TO THE CUSTOMERS CHECKED BELOW:
V
COPIES : O1
ATTN , RENEE W.
COPIES r 02
ATTN : JACK SNOW
COPIES : 01
ATIN : MARTY A.
COPfES r 01
ATTN : BETH
COPIES 'ATTN :
COPIES :
ATTN :
COPIES r
ATTN :
THE ABOVE IS A LIST OF CLIENTS THE ATTACTTED TITTE COMMITMENT HAS BEEN
DELIVERED TO. SHOULD YOU HAVE ANY QUESTIONS REGARDING TIIE COMMITMENT,
PLEASE CONTACT FTRST AMERICAN IIERITAGE TITLE COMPANY AT TIIE ABOVE PHONE
NI.JMBER.
THANK YOU.
po Box 1980 318 BROADVTAY E"ActE CO 81531
FIRST AMERICAN HERITAGE TITLE COMPANY
Tho Titl€ lnsurance Commitment is a legat contract between you and the company. lt is issued to
show th€ basis on which we will issue a Titte Insurance Policy to you. The Policy will insure you against
cortain risks to the land titl€, subiect to the limitations shown in the Policy'
Tha Company will give you a sample ol the Pollcy form' if you ask.
The Commitment is based on the land title as of tha Commitment Oat9. Any changas in tha land
titlo or the transaction may aftect the Commitment and th€ Policy.
The Commitment is subject to its Requiremenls, ExcePtions and Condillons'
THIS INFORMATION IS NOT PAFT OF THE TITLE INSUBANCE COMMITMENT.
TABLE OF CONTENTS
t
AGREEMENT TO ISSUE POLICY
SCHEDULEA
1. Commitm6nt Oat6
2. Policies to b€ lssued, Amounts and Proposed Insureds
3. Intorest in the Land and Owner
4. Description of the Land
SCHEOULE B-1 - Requir€menls
SCHEDULE B-2 - Exceptions
CONDITIONS
Psgo
1
2
2
2
2
3
4
1-A
YOU SHOUTD READ THE COilII|TMENT YERY CAREFUTLY.
lf you have eny qu$tion3 about tho ComrnitmQnt, pl68so contaq tho ilsuing otflce.
Form No. 1343 (CG87l
ALTA Plain Lanpuage Commitmenl
COMMITMENT FOR TITLE INSURANCE
ISSUED BY
FIRST AMERICAN HERITAGE TITLE COMPANY
agent for
FIFST AMERICAN TITLE INSURANCE COMPANY
AGREEMENT TO ISSUE POLICY
FIRST AMERTCAN TITLE INSUFANCE COMPANY, referred to in this Commitment as tho
company, through its agent, First American Heritage Title Com pany, relerred to in this Agreement as the
Agent agrees to issue a policy to you according to the terms of this Commitment When we show the
policy amount and your name as the proposed insured in Schedule A this Commitment becomes effec*
tive as of the Commitment Date shown in Schedule A
lf the Reouirements shown in this Commitment have not been met within six months after the
Commitment date, our obligation under this Commitment will end Also our obligation under this Com mit'
ment will end when the Policy is issued and then our obligation to you will be under the Policy.
Our obligation under this Commitment is limited by the following:
The Provisions in Schedule A.
The Requirements in Schedule B-1.
The Exceptions in Schedule B-2'
The Conditions on Page 1-A
This Commitment is not valid without SCHEDULE A and Sections 1 and 2 of SCHEDULE &
First American Title Insurance Company
PRESIDENT
BY IUJIL 6.1ryL/. sEcRETARY
COUNTERSIGNEO
li')l:.:-ii"4
**+1.'-"* t t;;;'.:.:%
=j{",t'-<a <:-et.c5
; :. Srtrrl'|ern 4. ,'5
": ::: :s:
Iqi,ir --'t
O"0-€R fnana4'n
CONDlTIONS
1. DEFINITIONS
(a) "Mortgage" means mortgage, deed of trust or other security instrument.
(b) "Public Fecords" means title records that give constructive notice of matters aflecting the title
according to the state law where the land is located.
2. LATER DEFECTS
The Exceptions in Schedule B - Section 2 may be amended to show any defects, liens or
encumbrances that appear tor the tirst time in public records or are qeated or atiached
between the Commitment Date and the date on which all of the Reouirements of Schedule B
- Section 1 are met. We shall have no liability to you because of this amendment.
3. EXISTING DEFECTS
lf any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B,
we may amend Schedule B to show them. lf we do amend Schedule B to show these detects, liens
or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this
information and did not tell us about it in writing.
4. LIMITATION OF OUR LIABILITY
Our only obligation is to issue to you the Policy referred to in this Commitment, when you
have met its Requirements. ll we have any liability to you for any loss you incur because ol an error
in this Commitment, our liability will be limited to your actual loss caused by your relying on
this Commitment when you acted in good faith to:
comply with lhe Requirements shown in Schedule B - Section I
or
eliminate with our written consent any Exceptions shown in Schedule I - Section 2.
We shall noi U" liabte for more than the Policy Amount shown in Schedule A ot this
Commitment and our liability is subiect to the terms of the Policy form to be issued to you.
5. CLAIMS MUST BE BASED ON THIS COMMITMENT
Any claim, whether or not based on negligence, which you may have against us concerning the
title to the land must be based on lhis Commitment and is subiect to its terms.
200-200-1
F'-Rslr' ar.ien=]* -{--AGE =Ol-= O*=o*-P.O. BOX 1980 318 BROADWAY EAGLE, CO. 81531
SCEEDT'IE A
commltment No: Es@0261-1-B93
1. Conmltment Date; APFIL 13, 1993 at 8:00 A.M.
2. Pol1cy or Po11c1es to be lssuedr (Form 1987) Pol-lcy Amount
(a) Owners Pollcy - Proposed Insured: St8L,45O.oo
ASPEN GROVE RESIDENCES, LTD,
(b) Loan Pol1cy - Proposed Insured:
(c) Proposed Insured:
3. Fee slmple lnterest ln the land descrlbed ln thls Conmltment 1s
owned, at the Commltment Date byr
SABLE LUPTNE PARISIERS, LTD., A COLORADO LIMITED PARTNERSHIP
4. TTle land referred to ln thls Commltment 1s descrlbed as follows:
LOT 5A, FINAL PLAT, A RESUBDIVTSION OF LOT 5, BLOCK 2,
BIGHORN SUBDIVISION FIRST ADDITION, ACCORDING TO TTTE PLAT
RECORDED JTJNE 30, 1992 IN BOOK 583 AT PAGE 610.
COUNTY OF EAdLE, STATE OF COLORADO
(for lnformatlonal purposes only) 3946 LUPINE DR.
PREMT1JM:
Owners 5682.O0 Mortgage SO.@O Mortgage 3O.@O
Tax eert 3L@.@@
APR 23, 1993 Ih MRL
so.oo
so.o@
SPECIAL TAXING DISTRICT NOTICE
(A Notlce Glven fn Conforrlty Wlth Sestlon LO-LL-TZZ C.R.S. )
The subject land may be located ln a speclal taxlng dlstrlct; a ceFtlflcate
of taxes due tlstlng each taxl-ng Jurlsdlctlon shall be obtalned from the
county treasurer or the county treasurer's authorlzed agent; alrd
lnformatlon regardlng speclal dlstrlcts and the boundarles of such
dlstrlcts nay be obtalned from the board of county commlssloners, the
county clerk and recorder, or the county treasurer.
^,/It SCEEDIIL! - sect lon 1 b
Order No. ES@025f-1-B93
Requl renent s
The followlng regulrenents must be met:
(a) Pay the agreed amounts for the lnterest 1n the land and/or for the
mortgage to be lnsured.
(b) Pay us the premlums, fees and charges for the pol1cy'
(c) Obtaln a certlflcate of taxes due from the county treasurer or the
county treasurer's authorlzed agent.
(d) Provlde us the "Affldav1t and Indemnlty" slgned by the partles llsted
ln Paragraph 3, Schedule A of thls Conmltment and notarlzed.
(e) The followlng documents satlsfactory to us must be slgned, dellvered
and recorded:
t. Warranty Deed sufflclent to convey the fee slmple estate or lnterest 1n
the land descrlbed or referred to hereln, to the Proposed fnsured, Schedule
A, ftem 24.
2. Partlal Release of the Deed of Trust from Sable Luplne Partners, Ltd.,
a Colorado Llnlted Partnershlp to the Publlc Trustee of Eagle County for
the beneflt of Sable Assoclates Proflt Sharlnq Trust to secure an
lndebtedness 1n the prlnclpal sun of s57,191 .39, and any other anounts
and/or obllgatlons secured thereby, dated October 8, 1990 and recorded
October 9, 1990 1n Book 539 at Page 7Ol .
3, eompllance wlth the provlslons of sectlon 39-14-102, Colorado Revlsed
Statutes, requlrlng completlon and fll1ng of a ReaI Property Transfer
Declarat lon.
4. Evldence satlsfactory to the Company of compllance wlth an ordlnance
enactlng a real estate transfer tax wlthln the Town of Va1l together wlth
all amendments thereto.
NOTE: IF THE SALES PRICE OF THE SUBJECT FROPERTY EXCEEDS $LOO,@OO.OO THE
SELLER SHALL BE REQUTFED TO COMPLy WITH THE DISCLOSURE OR WITHHOLDTNG
PROVISTONS OF C.R.S. 39-22-604.5 (NONRESTDENT WTTHHOLDING) .
Form No .L344-82 (co-88)O
ALTA Pla1n tanguage Commltment
SCHEDTTLEB-Sectlon2
Order No. ES@@261-1-893
Except lons
Any pollcy we lssue w111 have the followlng exceptlons unless they are
taken care of to our satlsfactlon;
1. Taxes and Assessments not certlfled to the Treasurer's Offlce.
2. Any facts, rlghts, lnterests or clalms whlch are not shown by the
publlc records but whlch could be ascertalned by an lnspectlon of the land
or by maklng lngulry of persons ln possesslon thereof'
3. Easements, or clalms of easements, not shown by the publlc records.
4. Dlscrepancles, confllcts 1n boundary 11nes, shortage 1n area,
encroachments, and any facts whlch a correct survey and lnspeetlon of the
land would dlsclose, and whlch are not shoetn by the publ1c records.
5. Any llen, or rlght to a 11en, for servlces' labor or materlal
heretofore or hereafter furnlshed, lmposed by law and not shown by the
publlc records.
5. AII taxes and assessnents for the year 1993 and subsequent years, a
l1en, but not yet due or payable.
1. Reservatlons and exceptlons ln patents and 1n acts authorlzlng thelr
lssuance aS the sarne may affect the subject property and, spec1f1cal1y, the
rlghts to dltches and reservolrs used ln connectlon wlth vested and accrued
hrater rlghts together wlth the reservatlon of a rlght of way for dltches
and canals constructed by the authorlty of the Unlted States; and the
rlght of the proprletor of a veln or lode to extract and remove hls ore
therefrom should the same be found to penetrate or lntersect the premlses
as set forth 1n that certaln U.S. Patent flIed ln the Eagle County Records.
L The followlng'ltems as set forth on the plat of F1nal FIat, a
Resubdlvlslon of Lot 5, Block 2, Blghorn Subdlvlslon Flrst Addltlon,
to-wtt: Utl11ty easement ly1ng along the southwesterly 1O feet of subJect
propert y.
9. Covenants, condltlons and restrlct lons, whlch do not lnelude a
forfelture or reverter clause, set forth 1n the lnstrument recorded 1n Book
174 at Page 403. Amendment of sald covenants, conclltlons and restrlctlons
by an lnstrument recorded 1n Book 175 at Page 33 and 1n Book L75 at Page
84. Provlslons regardlng race, color, creed, anCl natlonal orlgln, 1f EnY,
are deleted.
10. Easements, condltlons, restrlctlons and reservatlons as shown or
reserved on the plat of Flnal Plat, a Resubdlvlslon of Lot 5, Block 2,
Blghorn Subdlvlslon Flrst Add1tlon, and Blghorn Subdlvlslon Flrst Add1tlon,
order No''ESoo251-Be3O
^"rro.ur?o* r*" r*O . TO FIRST AI.IERICAN TITLE INST'RANCE COTTPEIW
1. This is r,Iritten evidence to you that there are no unpaid bills for materials or labor
furnished for constructlon and erection, repairs or improvements on property located at
3945 LTPINE DR. and lega11y described as:
IOT 5A, FINAI, PI,AT, A RESUBDNESION OF I.OT 5 , BLOCK 2 ,
BIGHORN STJBDTWSION FIRST ADDIIION, ACCORDI1IG TO THE PI,AT
RECORDED JIJM 30, 1992 IN BOOK 583 AT PAGE 614.
COI,JMT OF EAGIE
STATE OF EOIiRADO
2. We further represent that there are no public improvements affecting the property prior
to the date of closing that would give rise to a special property tax assessment against
the property after the date of closing.
3. lfe further represent that there are no pending proceedings or unsatisfied judgments of
record, in any Court, State or Federal , nor any tax liens filed agalnst us, and tbat if
there are judgnents, bankruptcies, probate proceedings, state or federal tax liens ot
record against parties with sane or sinilar nanes. they are not against us.
4. Iie further represent that there are no unrecorded contracts, leases, easeneDts or other
agreements or interests relating to said prenises of tlhich tte have knotlledge.
5. We further repre$ent that lre are in sole possession of tjre real property described
herein.
6, We furtber represent that there are no unpaid charges and assessnents that could result
in a lien in favor of any associatlon of homeonners which are provided for in any document
referred to in Schetlule B.
The undersigned afflant(s) know tlre natters herein stated are true and indemnlfles
FIRST AMERfCAN TSL,E INSTRANCE COMPAIIY against loss, costs, danages and e:<penses of every
kind incurred by it by reason of its rellarrce on the statenents nade herein.
Thls agreenent ls executed with and forms a part of the sale and/or financing of the
above described prenrlses, and is given in addition to the conveyance and/or flnancing of
the prenises in consideratlon for the conveyance and/or flnancj.ng, and forns a complete
agreenent by itself for any action thereon.
SELIiERT
SABI.E LT'PINE PARI'ITERS, LTD. , A COIONADO LIMIT@ PAR1NERSHIP
STAIE OE COIORADO
ss.
COI,'NIY OE EAGI..E
The foregoing instnrment was acknovledged, subscribed and sttorn to before me this
day of , 19_ by
SABLE LUPNIE PARTNERS, LID., A COITRADO LIMITED PARINERSHIP
(SEE COIITINUATION 0F AFFIDAVIT & II'IDEMNIIY ON NElo PAGEI
Notary Public
tOrrvuatrou frrrmAwr & ro,pn'dlLr
. .My corunission expires:
Retum to
S"r-,Ie
DATE SUBMITTED:
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:
n)e * '- ,r,gl€ Pa,, , , ( / l.t p,,', €
FIRE DEPARTMENT
Reviewed by:Date: z< z ''' ?
Comments: ,r-' ,n z*,-;: /"1 'tr>'-/''
4./ 7L. .,.t.-:,.r'7 ;z'{ ,'/1 "'o
,,-_/
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,,: .r'-,-2./.,r -1no-t 1; i-
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,4:>tt '-z/" - t:'
Town Planner
ni..d t lrYQ
ol ol
r,4
,,rs) u-/lt"-J= CcncPor.
I
)jrc,o 'r_- \\-
Rerum ,o J i-. ( ut^",{{L
Town Planner
INTER-DEPARTMENTAL REVIEW
) ?r,br*+,-^, ;f -Dr*",n .),r- t*^-, ohu- .-.( ( *7"'.o
n0n*''* c,-1,-ul-(,*^'r' =: -,r r[ yr]';'olfl 1..--,
sirr--/,u,*-- .-.---) J.- l,A , u0 io.,"/7 -*' ) €"'to''"-
pr, !..,L>.F.-r J, Lt, L ,i , , 5;,/-^ fr:t^:*l:",.L p', k.-/,> .F.,r J, tk 1.,:2,, 5 ; z/- ffi c'*J c'"'q'1ru'- t-
q.l . nt<zt>"*T [.+(tu,"W-{-,t '^ ; ,*,''1' ?'o't" 1' UJL
z) tho--
"h
; B ln"-" /.,".--t'u n- p/*. ,
t\1
"1" b.P 'l f" *' :
o/
F.r^J.rI eruzJs z:l -6";}^3;:i,
z:/
luNa/'J 7. /rJ.,."-L Dro o L ^.;'ro-rL..r"J riia.d | 1/3Q
l,r"'ll^ +1n**' w'b,.-/rr'----
)v eoi'*'-J- ^'- c-7L'1"
BRIEF DESCRIPTION OF THE PROPOSAL:
.',//-/l Ile..0 .*.'1*ql"P €o ^, Ly b'c.'*+€-"
v
PROJECT:
DATE SUBMITTED:
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
PUBLIC WORKS
Reviewed by:
Comments:
qn -l , rV <z t>"^T
Sho-u ?2)
o.^ "-,) €-J/ . { 4',7/* il
{,o',.'' J, t, " /)'* '^ uin sI*^[ '
fttstli,al \J
._ruL-1T-3r.ll TUE = .r. b 1::r:rT
,-o
l.=o Fl=: =,,:' r- 1,-1-t-€.S.-lJ'a i I o F. 13=
^o
lrf
l;;'tr-U yt
i:'
t,
lf chen end flssociates
CONSULT]NG GEOTECHNICAL ENGINEEF$
!or0 Fo 1!{ g1gxv1969 gnnrxcs, COLOn^oO ttaol 303,'calt{5c
october 7, 1983
Srrlcject: Excavation Obseryation,
Existing Fourdation, Iot 5,
Block 2, Bighorn First, Mditlon,
Lupine Drive, East vailr
Eagle Cor.urtyr Colorado
Jcb No. 26,750
Al Fnural
500 S. Frontage Road
Sulte 113
Vailr @ 8L657
Dear sir:
As requested, we obsewed the excavation and ocistj.ng f,oundatron crcn-
structicn at the subject site on Septenber 21' 1983. [he purpose of our
study uas to evaluate bearjng conditions of the existing foundation.
l.te understand the slr:cture is being redesigned to be one level of qroai
frarc constnrction over a full walk-out ttpe bassnent. ttre bassrcnt will have slab-on-grade floors and nrrrtorless ooncrete bl.oek waIls.
flre exrsting foundation, r*riclr consists of spread footings, was
reportedly installed about trlo years ago at which ti.rc the project
constnrction was abanqioned. rhe o<isting perjrneter ',vall footings were
observed to range frcrn aboul l8 to 35 inches in width. The spst typical
rvidth was abilt 22 to 24 inclree. {he footings range in thickness beblrren
about 12 to 24 inchee witfr l-2 to 14 inches t1pical. the footings hclv€
essentially bc-en left unproEecled frcrn r+eather. Sloughing onto tlre
fcotings frcrn ttre excavation bcrrks has ocqlrred in sone areas. C\rsory
observation indicates the footings to be in relaLively good mndition
with no significant cracks or distress noted. According to original
foundation plans sr4lplied by the structural engirreer. Tim Boyle, tJre
footings are reinforced with at least three #5 horizontal bars and
designed to irpose a rna;rjmun bearing pressure of 21000 psf, To our
knowledge, no geotechnical work hc.rs b€€n performed at the site to
evaluate the sr:|,:oils for foundation su54nrt.
Stre encavation, is cut lrrto a rnderate sloping northeasterly facrng hilrside. ort deptJ:s range frcm about 4 to-6 feet, on the-dcnnhill
si<ie ard about 9\ to 13 feet on the uphill side. .flre excavatlon is in
one- leve1 and dayliglrLs to tt?e east wttere the gatage was pr*oposed. lhe soils obsenred ert tjre bottcnr of tjte excavaLion-and-foundalion ncaring Iere1 consistecl of natural silty sands and gravels with sonn
OFFICES: CASPEA. COLONAOO STJNINOI r OENVEi. SALT LAKE CITV
JUL.._1.?_eE .TUE
nr"_
DAY/dp
Ilev. Byr S.L.P.sc: Tim Befle
I e F{ = =.,r,=. 't 'a s. - \J ,4.
Very tnrly yours,
C$EII Al.rD ASSOCTAITJS, INC.
il o F. 13=
Itl rtmaral
October 7, 1983
Fage 2
cohbles. Occasional silty sand area5 \lBre also observed. Because of t}re
;i&;hi$g into tf* excava-lion, continuous observation of the bearirrg soils
oodd no[. be made. Ibsults of a consolidatiorr test perfo11rEd on a
ieiati."efy rrrdistwbed sarple of the silty sand are-shown on FiEure l.
Gradatlorfanalyses (rninus O tnctr fraction) performcd on sarples-Of
the coarse granular soils are shcrurr on Fig:re 2' _A Strnnary of laboraUory
tuiting is fresented rn Tabte I. the beaiing soils obsenred gqnerally
"ppearia nnbiqrn dense to dense and rnoist to highly noist. No free water
vas obsenred ln the o<cavation.
&rsed on ttre soils obseryed in t*re orcavation and our *cperience
qn sirdlar sites in the area, spread fmtings placed on the natural.
granular soils Ehould be capabli of supportlng a.2'090 psf nr.rxinun
bearing pressrrre. ltre foundations should be desigped to sparl an
trnsupporteO lengtlr of at least 10 fee[. Bassfiant wa1ls acting as
retaining $tmchurea should be designed to resist a lateral earth
pressure-based, on an equivalent fluid weight of 40 pcf. B.lckfill
inoutA conslst of coarEe grarrular soils similar tD those orr site'
trn underdrain system should be pr.ovided to prevent buitdup of,lrydro-
static presswei behtnd re&ljring wall and possible rnelting of the
baselrenl level. Basement walI backfill should be devrcid of topsoil
and oversized rock and ccngracted to at Least 90t Of the maximr:rn standard
Proctor d<rrsity. Underslab backfiu silould be cqnpacted to at leasl 95t
of, standarcl proctor densiLy. Good srxface drainage should bc provided
away frcm the slruoture in aLl direqtione. We reoofnrend the Etructural
arqineer rr'eke a ccrrpreherrsive evaluation of the existirg foundations
prior to new constrrfcbiotr. During conseructiotlr fi6tf excavation areas
should be obserued bl' a representative of the soils engineer.
Itr.i.s report, is based uFon observagion of tihe soils ercposed in tlre
open excavation at, variouE locations belovr the footings. In ordcr to
rLveal the subsoil conditlons belo.r fourrdaition elevatione, drtllirtg
r.rould be requircd. It is possi.ble that, the subsoll conditions belq'{
Llrosc obsenrecl at various locations in the open exca\ration tray change
and rrey enlradicb the reccnrnerrdations presented in this reporL.
If you havre any qr:estions or if we can be of further assistance
in the redesign, please do not hesitate to caII.
By-
David A. Young
-JUL-1.?-?.e
cA.1&79
0
1
I
J
4
J
6
1
!3a ..='atr I E |q5=-,f e
o
chen and associatest
TLIE 12:o il
o
e=-lJ,f-o
IlC.I
Molsturo ge;1en1 . 13.2 porqcnt
OryUnltwolght. 112'8 Pcl
SsmPlsol: sitty gravcllY Sand
From; S,E. corncr of cxcavatio
bclow footings.
onal e
APPLIED PRESSURE - ksf
JU il o L - 1.T-98 TIJE 12 : rtsg
Cxtx
Conrr;ltlng
llLl arol-
oilv3L 35 % sANo
Lrevtc LtMrr %
!A rLr or siltY gravcllY
with cobblcs
5,:r tf I E |n==.E'r= i ,r. ? €.=-rJo.ol AND A$SOCIATES
Soll ond For.rndotlon Ene Inrrr
a
I I t
I I t !I
o t a
I
t-t
a
f
to
to
ro
!
3 I
a t,t f
eLaY t.l.l EolartI
43To Ef Lr AND cLAV 22 1o
Ft-Atrlclfv lHDfx oll
sand rrouS.E. corncf of cxcavation
below footings.
!t t
I It t
to
a4
ID
gLll lttral*l tO lrLl lrfr'
% aANc 39To l LT
rlo f LAt rrc I tY
€olaLl I
ANo cr.AV II 7t
r NDG x tf,
N.ltt. corner of cxcsvation
below footingr
oiAv(L
LtOulO
tAr. FLt
54
Ltl'rlt
or slightly silty sandy TioM
gravel and cobblos
tra ar l torl a-l .{ !E
0trr(r I r 0r t^lrrcLl rl t rLLJ{I ?ttl
tal rtrt I tl , Hl
rrt -llll trl tta ||r Ir 0rrrtttl or rttFrCtt tr rlLLr|.tttll
.JlJ1-- L7 -',aE fl==.,f E- i i==-'"1
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prof€gstoncr structurol engtnecrs
Apnrl 13, 1990
lulr. l,lar. t y AbeJ
SABLE LUPINE PARTI'JERS
4800 jtiorth Fedenal Highraay, Sui te 1800
Boca Raton., Fiorrda J3431
5ub.iect, Ha:ard flitigatton
Lots 4 & 5, Luprne Drrve
Vat I , Coiorado
0ear Mar t y,
At -vour request I havc estimated the costs of ha:ard nitigai,ron for the scenarro urher€ a 6?@@ squdrc foot Cuplex uould be construcled on your Lct 4. I have lool'ed at the srtuat!on tuo uays. The frrst r,rould be to handle the mrtrgatrcn thnough direct protect ion inco,^por'ated rnio ihe stnucr.unal desrgn oi the bullding, and the other optron r,r,tuld be to use d cofib j. ndt j,on of dir€ct protectron and earth berns to nttigaie ihese ha:ards.
I have lound lhat drrect protect ion oi t rgat:cn adds roughly IS?i to the rar.r cost of the structural shel I of a building. This r^:ouid tr-anslate to $4E,000 to $50.000 for a 6!00 square furot duple:< on the srtc. If ure uere to do sone earth berming behrnd the buildrng ure could recluce the design forces that thc structure
'ould have to r,rr thstand. rhenefore, the cost of the cirect Frotection r.rould be less but r,l e ulould rncur the cost of the addrtronal eanthu,-.r.k. I estrmate thal mitrgating the hazards urth thrs optron r^rould be noughly gl0,00O less than ihe dr rect prot ec i ron solution.
Please glve m€ a call if you have any questions regardrng thrs matter.
Trnothy
Pr.es r den t
1d3 e meodq,v dr., sL/ite 390 o crossroods shopping center . voil. cotorodo g1657 o 3o31a76217o
boyie engineering, irc
Febru.ny S. 1990
lnrchaei E, Per| rn i.chltest
a .r la' liCl
V-ri l , Col orsdo 5lE9?
Sur';act : Harard 11:t igat rrn
Lois 4 E 5. L.uPrr,e ir:ve
'.tall. icio:'aCo
Benr llrt e.
Trig !etter l3 t3 l':c5ntr:ri: 3i/:' reae-:
fcr ha:er-d fiitrle:ltn ,:l' iha ci:-u;i'ures
^'-..'J-=:+
e etevLE
! ... -.-,,rr^! !-_1
f cr the a-r;.'e
*s ._Jau i ncuJ ,;s l-.-r,.3 -Qr{en 4cnir,Jerable i,hcu,3r'i to de:ir-'1 u:tn ihe ceEr!9 3nd
avalenche f lor.rs tnrOugh ir,e cCnstructrOn cf en earth !el: tth:'ld t're tJLrr itr1n!-=
fcn nosl- of the !rlcfth cf lne grsccrt-v. i'.j t have deterr'r;-'et t!-'at tne cc:i;f 5L:l
ar ur.cer.l,el rng uouio be roughiv $40.60u:l tc $58.000. rh:e i:;n:i:tes ll S:0'00,-1
r-c tii.00u:\ cer du;eII rng.
1i ta: been ny e.,Fe!.rence ihAt ,ilrec'" pr-cl.eCi l4i lnasrFCraleC rn t',: :'.r't.lt+-,--e:
oerrgn of the dr.rel I ings aan ,:d,-1 l5I to Ih. i-3u siructur:j c'Jat .f th: |:'-ric:'1r:.
it rrr e sssuttt6 3600 squere icCt buliding: '.r:,th a cc:: o: !{5;:aua:'e iror" f c,. :n=
f oundatro:.r and shei.l , tnrs i5;: .:. nouE!",i,.., 52,1 .009. Ii r..,e e.'F3nd !. 1"i: l r-, .'1 .e'
isur lrrrel I rngr an lhe properlv, i ire rct:] :Csi Ol' n.lti?ti lcn thr1r131 :lf-::i
proie.t:cn r! rn the ne:ghoorhoc'o oi $56.09e 1c $i0'3.0trf''
As yOu C6n geer rrliQ3:lc4 :fr. tuln drrec'. a(a+.a.'-:.on -.,rll ba ne-rr- i i i'rt::9 i'-
e::Oen5rvC aS r.,e edt'ih .r-=-. ,rpFf c-rch. iie Ii.: ".:'J': 'tCJ:rt-r9€ t: t'r: d::pr'J':r'
wauld be lesr drsrupt lon t.a iha grte and f oreeL,,
Fiease qrve n€ s cail rf v--u have any- quest rL'r'ls regsrcilng ihls r'1. lte:-'
143 e. rneodot,/ crr. suite 390. crossroods shopo.g C€nig o rro,r cclo.ooc t ias7 . 303/47U2i7C
EOYL irJc.:
Trnothy
P.es i dent
t
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TOWN OF VATL CONSTRUEIION
PERI'ITT APPI{TCATION FORT'
DATES lrr"
, APPLICATION MUST BE FILI-,ED OIII COUPLETELy OR rT MAY NOT BE ACCEPTED
I****************************** PERI.IIT INFORMAUON ***************** * ***rr**** * **,l -[ ]-Building t l-Pfunlbjng [ ]-Electrical ['d-Uechanical [ ]-Other
PERMTT #_L"t_!L
I
p6.z/fu {ZZft
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Job Nane!
7(
General Description:
L,egal Descriptionz I'ot 4t/t
Owners Name:
Architect:Vct=
BIock
ou)2z.alzztk{Address:
Job Address: 4
Address:
Work Class: t{-Ne'r [ ]-Alteration
Number of Dwelling Units: t
a'
I l-Additional I j-Repair [ ]-other
Nurnber of Accommodation Units:a
lQ-nnber and Type of Fireplaces: Gas Appliances-/ cas l-ogs \ wood/Pellet-v Ir********************************* VALUATIONS *********************************
tiutl,ptwe: + ELEC:TRrCAL:$ ornnn:f
Address:
Electrical Contractor:
Address:
uEcttNtrcALrl---zt2,cD!z ToTAL: f--
/1)1') . 1i()
CoNTRACTOR INFORI,IATTON ********* ** ** * **********r**
Town of Vail Reg. NO. ry-f-,
c.----Phone Number: Lt-// Q77-u
Town of Vail Reg. NO.
Phone Nunber:
Plunbing
Address:
Contractor:
Mechanical Contractor:
Address:
************* ********* * * ******** IroR
BUTLDING PERMIT FEE:
PLIIMBTNG PERMIT FEE:
I'|ECHANICAL PERMIT FEE: _!t;t,, co
ELECTRICAL FEE:
oTHER TYPE oF 7Bg3ffiI;-,,7
DRB FEE:
BUTLDTNG:
STGNATT'RE:
ZONING:
SIGNATIIRE:
Town of Vail Reg. NO. I
Phone Number:
Town of Vail Reg. No. l'17
"Fhone Nuruber: - L€ F
oFFICE USE ***************r***************
BUTLDING PI,AN CHECK FEE:
PLI'MBTNG PI,AN CHECK FEE:
MECHANICAL PI.AN CHECK FEE:
RECREATTON FEE:
CI.,E:AN-UP DEPOSIT:
rOTAL PERMIT FEES:
CI.EAN I'P DEPOSIT REtrI'NI' Io:vl-\,
c)
Plan Revier Based on the 1992 Unifom Codeg
NAME:RKD BOILER DATE: 10/6/93
ADDRESS:3378 LUPINE DR. CONTRACTOR:SNOW COUNTRY
VAIL, COLORADO ARCHITECT:NONE
OCCUPANCY:R3 ENGINEER:NONE
TYPE OF CONSTRUCTION: PLANS EXAMTNER:C. FELDMANN
CORRECTIONS REQUIRED
The itens listed beJ.ow are not intended to be a conplete J'isting
of all possible cod€ reguirements in tbe adopted codes. ft is a guide to selected sections of the codes. fbe foJ-J.owing is not to
be construed to be an approval of any violation of any of tbe pro-
visions of the adopted codes or any ordinance of the Town of Vail .
1) COMBUSTION A]R IS REQUIRED PER SEC.6O7 OF THE 1991 UMC.
2) ACCESS TO HEAT]NG EQUIPMENT MUST COMPLY WITH S.EC.?03 OF THE
t-991 uMc.
3) INSTALLATION MUST CONFORM TO MANUEACTURES INSTRUCTIONS AND TO
APPENDTX CHAPTER 21 OF THE 1991 UMC.
4) GAS LINE TEST AND INSPECTION TS REQUIRED BEFORE CONNECTION
OF ANY EQUIPMENT PER SEC.L2O6 OF THE 1991 UPC.
5) GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 OF THE
1991_ uMC.
6) DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT_WATER -
SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER
SEC.2119 OF THE 1991 UMC
.7) BOILERS SHALL BE MOUNTED ON FLOORS OT NONCOMBUSTIBLE
CONSTRUCTION UNLESS LISTED FOR MOUNTING ON COfiBUSTIBLE
FLOORING
8) FIELD INSPECTION IS REOUIRED FOR CODE COMPLIANCE.
9) HEATING EQUIPMENT MUST BE PROTECTED FROM VEHI.E.T-,S OAMAEE PER
SEC.5O8 OF THE 1991 UMC.
Town of Vail
OFFIOE CIOPY
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PERr,rrr + b33h
Rff'oJUL uJrs
TOWN OF VATL CONSTRUCTTON
PERMIT APPLTCATION FORM
DATE:
/ I\ }<s t't+2 r
tKl-euifainq'.Zt- J-'. '' ',j'.s L l-Electrical [ ]-Mechanical [ ]-other '(- -7t- '--,,,.
a /''
. rb Address: :>-l Job Name:
Legal Description:
owners Name: .3lqb
Architect Vt<O
Contractor:
Address:
rcqeA.Brock-l riring---lttt
:f,au1,ddress:
Address::x z-tsif,, L)c,-.-\ p:n.11b qzZ&
Pn. Eq51,7q
*******
General Descrr-p--ron: _.( Je=
work class: t-(-*"* [ ]-Alteration [ 1-ldditionaq] [ ]-Repai] f :-other
Number of Dwellingr Unitst I Nurnber of Accomrnodation Units:
L au= r.ogs I wood/Pe1tet-^ {pnber and Type of Fireplaces: Gas App1ian"." L cas Logs I Wood/Pe1let-
v D * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATTONS **********************.t*****\***
\/l 'l /-,.. / -,A\ 1\^iurr-,ornc, r q1U CoO ELEcTRIcAt z $__/Z,CaO OTHER: $ ,,,'(.'
PLUMBING: $ Jj'.,.rz'MECHANICAL: $TOTALs
INFORMATION ***** ******
Town of Vail
Phone Number:
El-ectrical Contractor:
Address:
Town of vail Reg. No.
Phone Nurnber:
Town of Vail
Phone Nurnber:
Town of Vail
Phone Number:
Reg. NO.Plurnbing Contractor:
Address:
Mechanical Contractor:
Address:
Reg. NO.
******************************** FOR OFFTCE USE *******************************
BUILDTNG PERMIT FEE: 21qC- BUTLDING PLAN CHECK FEE:XF PLUMBING PERMIT FEE:
MECHANICAL PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE: /DRB FEE: e\,
PLIJMBING PI,AN CHECK FEE:
MECHANICAL PLAN CHECK FEE:
RECREATION FEE:
;1,2cLEAN-UP DEPOSTT:
la*u-TOTAL PERMIT FEES :: LfD
I | | l/Jqz? l
t-t-t-t-
BUTLDING:
STGNATURE:
ZONING:
CLEAN IIP DEPOSIT REFI]ND euo\er
I (,re/.r11r.ul\l:;
'il I
'11
75 south fronlage road
vail, colorado 81657
(303) 479-2138 or 479-2139
TO:
FROM:
DATE:
SUBJECT:
oftlce of communlly development
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE
TOWN OF VATL
TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH 15, 1988
CONSTRUCTION PARKING & MATERTAL STORAGE
In summary, Ordinance No. G states that it is unlawful for any person to litter, track or deposit any soil, rock, sand, debris or material-, including trash dumpsters, portable toilets and workmen vehicles upon any street, sidewalk, atley or public pl?9e or any portion thereof. The right-of-way on aII Town of Vail streets and roads is approximately 5 ft. -ff p-,r"r"n..This ordinance will be strictly enforced. by the Town of Vait Pyllig works Department. persons found viotating this ordinance will be given a 24 hour written notice to remove-said nateriar.In the event the person so notified does not comply with the notice within the 24 hour time specified, the pulfic Works Department will remove said material at the expense of person notified. The provisions of this ordinance snaff not be applicable to construction, maintenance or repair projects of any street or alIey or any utilities in the right-a-way.
To review Ordinance No. 6 in ful1, please stop by the Town of vail Building Departrnent to obtain a copy. tnanx you for your cooperation on this rnatter.
cknowledged
(i. e. contractor, owner)
75 soulh fronlage road
vail, colorado 81657
(303) 479-2138 or 479-2139 off lce ol communlly development
BUILDiNG PERIiIT ISSUANCE TIME FRAME
If thrls permi.t requires a Town of Vail fire Department Approva'l ,Engineer''s (Pub1 ic Wot'ks) review and approval , a Planning'Department
review or Health Department review, and a review by the Auilding
Department, the estimated time for a total review may take as long as th! ee weeks.
All commercial (1arge or small) and all mult.i -fam.i1y permits will
have tq follow the above mentioned maximum requirements. Residential
and smali projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take the three week period.
Every attempt wi1 I be made by this department to expedite thjs permi.t as sgon as possible.
I,. the undersigned, understand the p1 an check procedure and time
frame.
A7/32!93 A3124 138394t4854 MOI.]RI:,E /I.IET..JELL ENG.PAGE 81
l)cnwr. (i.rloado
Va l, Co,lorc&r
o
.#,s,
Moflroe tr Newell Errglneers, Inc. has deslgned an ava.l-anche 9:t:"rg -'-ystem for-the proposea residenci ar rgae Lupine Drlve in East vall. The loads-rh;t;;.; used in the aesign were taken frcm rhe avaranche anct rockfarr anary"i"-iJpo.r by Mr.Arthur I. Mears, p,E, dateA.fufy, 1993. :
The report made recommend.at,l0ns tor^rards the design of the st,ructurat_ defenee system. our flrm has i;;o;;;;;ceo cne recommendatlons into the final design. :n pariiout"., a gablon f,aced deck rairing warr **"--proJosed. The final design incorporaLed stone veneer in- frbnt of ungrouted cMU and a i2,,relnforced concrete walr ln lieu of the gabion faced warl. In :i:^?piit9n,. thls sysrem wllt bt far rnord i."l'r,*ii""iry preaEtng and at the, same time will proviOe-iir"--Ji",r"tu""r defense agalnsr rockfall "u iequi"ei rn-ii:e-;;p;; of Mr.Arthur: Mears, p.E.
If you have any questlons or comnents, please caLl.
Very truty yours,
Hanne$ Spaeh,
Monroe & Newell
Enginccni, Inc_
Jul-y 30, l- 993
Mr. .Tack Snow
FO Box 3J78 Vail, CO 81658
Rel Avalanche defense wa]l at 3946 Luplne Drive,
Gent l"emen:
__design for proposed resldence VaiI, Colorado (MeN #201.5)
Iti60 Scvenrecnth st. .suilc 200 o I)cnvc:r, co,lorado 802f12 o (3031 6?t-i927 o p.a1 r_1t:,,r) 5t{-o!21
7e
'A7/38/'tZ I6t23 1383949 MONROEiNEI,JEL'
T
PAGE A1)
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RICH AND KRUSEN DESIGN
ARCIIITECTI]RE AND DEVELOPMENT
DOX 337t, VAIL, COIORADO, 816s8 (303) 47F9228
MEMO
DATE: July 28, 1993
TO: T.O.V. Jim Gurnutte
FROM: Jack Snow
RE: Building permit requirements
Per our meeting yesterday I would like to put a
down in writing.
number of subjects we discussed
1l Revokable right-of-way. The four shrubs (two juniper & two Lilac) will be relocated
off of town property back to the south thus eliminating the need for the right-of-way.
2l The site plan Art Mears refers to in his report is the same as the building permit
drawing. I have attached a copy of the fax sent to Mr Mears for your records,
3) From my discussion with Mr Mears it is my understanding that the 1O' wall referred
to in his report is the height of the wall projected from the slope of the traveling snow
to the building and not the exposed face. You will note from the copy of the fax sent
to Mr Mears that the schematic section clearly shows only 6' feet of €xposure.
4) lt was decided that to minimize damage to the site we would sprinkle the home
rather than increase the amount of paving.
5) | would like to acknowledge that Russell Forrest suggested that I speak the Army
Corp of Engineers regarding the rerouting of the steam bed.
6) Upon completion of the rerouting of the stream and prior to the issuance of the
certificate of occupance we will dedicate a drainage easement.
-JUl--L r- -'Ctd l LIE 1:-:ET 5E-ble ffE .=.--| ..rr. t,o e=.-V,tr i I P-@2 q chen and associates
CONSULTING GEOTECHNICAL ENGINEER$
t0t0 Bo tta €L€retvooo spFlNo3. ooLon^oo eraol ioJ/c4str5l
ostcher ?, 1983
gubject: E:<cavafion 0cEervation,
Existing Fofiydation, Iot 5,
Block 2, Bighorn First Additlonr
tupine Drive, EaEt Vall,
Eagle County, Colorado
\Tcb No. 261750
AI armral
500 S, Frontage Road
Sulte 113 VaiI, @ 81557
Dear Sir:
As reguested, we obsewed the excavation and o<isting foundatron con-struction at the subject site on Septernber 21, 1983. Itre pr.upose of our
study was tp evahJate bearing conditions of the existirrg fowdatlon.
l^le urderstand the struchure is being retlesigned to be one lever of rarood
franp constnrction over a full walk-out ttpe basenent. Ttre basenent wiLl have srab-on-grade froors and nprtorless @ncrete bl.ock sraus.
flre-exlsting toonao$on, which crcnsist-s of spread footlngsr was reportedlf installed ahout tr.ro years ago at which tinc the project oonstructim was abandoned. Ttre e<isting perjrreter warr rootirqs r.,Ere o$e5u"d to rangg fron about lB to 36 inches in width. ttre nrrsL tirpical.width was abqrt 22 to 24 inclree. flre footings range in thickness Et,"een abut 12 to 24 inches with L2 to 14 inches typicar. rhe footings h.rve essentially been reft urproLectcd frcrn roeat}61. sloughlng onto {he footings fran the excavation bcrnks has occurred Ln scnre aieas. orrsory observation indicates tJre footings to b€ in relatirrely good conaiiion'yl$.ry,gignificant cracks or diitress noted. Accordirfr to original roundation plans sqpriua^lv the strucru::ar engineer, rim noytei ilre
:oo!j_ng! are reinforced with at least t*rree fs-horizontal bars and F"iflS to iryose a.m,#rrgrn $a5ing pressure of 2,000 psf. To our knolvledger. no geotechnical. r"rork has-bEen perfonred'at tiie-iite to evaluatc the sd-,:oils for fowrdation eqpport.
"-^._TT,ff"rvation,
ie ant lnto a nrderate sloping northeaslerly r?gurg nrJ.J.srde. olt deptjrs range f-ron about 4-tp-6 feel on trle-dchmhill sicie, ard abouL 9!l to 13 ieet on ihe uphill slde. nie *.c"vatlon is in one. lever and-daylights to the east wtrere thre garage was troposeo. rhe soils obsenred .rt tjre bottcm of the excavation-and-foundaiioi, nearing -
]errcl cansisteCl of nahural silty sands "rrrd gravels ;idr-;"*;
OFFICES: CASPSR. COLonAoo SFRINo$ I DeNvEF . 9ALT IAXE GITY
JUL-17-9e TLf E L?=87 So.tr Ie ft = s o c i o. t e s - V o- i I P- 95
J\l Anaral
October 7f 1983
Page 2
cobbles. Occasional eilty sand areas rrere also observed. Beciluse of the
sloughing into tJre excavation, continuous observation of tlre bearing soils
oould not be nnde. tlsEults of a consolidation test perforned on a relatively urdiEturbed sanple of ttre silty sand are strqm on Figwe I.
Gradation analyses (rdnus 6 lnch fraeEiorr) perfonned on sanples of
ttre ooarse granular soils are strcun orr Figure 2. A sunm.rry of J,aboratory
testfurg is presented rn Table I. ttre bearing soils observed gereraLly
appeared nndir.un dense to dense and npist to hignly nroist,. llo free water
$as obsented in the excavation.
Based on t}te soils observed in the excavatipn and our erperience
on sjrnilar sites in the area, spread footings placed on the natural
granular sollE ehould he capable of supporLirg a 21000 Bsf nnxlm.ro
bearing pressure. Itre fowrdations ohould be designed to span an
unsupported lengttr of at least I0 feet. Bascrnent ualls acting as
retaining stnrctures should be designed to re,sist a laLeral earth
pressure based on an eqwivalent fluid weight of, 40 pcf. Backfill
should enslst of coarEe granular Eoils sindlar to those on site,
Irn underdrain system should be provided to prevent buildup of hydro-
EtaLlc pressures behlnd retaining wall and possi.ble wettlng of the
basenr3nt level. BaEement wall hrckfill should be devoid of topsoil
and oversized rcd( and ccnE:acted to at Least 90t of the nrar<irrum sEarrdard
Proctor density. Undersl.ab backfi[ should be caqpactect to at least 95t of standard Proctor density. Good surface drainage gtn'uld be provlded
away frcn the structwe in a}l directions. sh reccnncnd the structural
engineer ruke a conprehensive evaluation of tie e<istirg formdations prior to nevr constnrctim. Duing consrruction, nelt excavation areas
should be observed by a representative of t}te soils engineer.
tlds report is based ugnn obsenuatiorr of Ure Eoils e)rposed tn tJre
open excavaLion at, various locations belcw tlre foobfurgs. In ordcr to
reveal the subsoil conditions below foundation elevaticns, drlJ.lirrg
t+ould te required. It is possjJcle that the srrbsoll crrnditlons bel<*r
tlroeo obsenred at various lcations in the ognn excavation nuy charrge
and rny €ntradict ttre rectrnrErrdations presonted in this reporb.
If yorl have an1'questions or if vre can be of further assistance ln ttre redesigrn, please do not hesitate to call.
Very tnrty yorrrsr
SIEII A]lD AESOCIJffiJS, Il,tC.
Bv
David A. Young
DAY/Cc
I€v. $rl S.L.P.cci Tiin Boyle
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Molsture Contsnl . l3 .2 porgont
OryUnltwolght. 1I2.8 Pct
Sampleof: silty gravolly Sand
F.om: S.E. corncr of cxcavatio
bclou footinSs.
APPLIED PRESSUHE - ksl
A..rFr I AAlrart^t tA A.FtArr r.Ftr? tlFa\l lt .fA FI-
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4,r.* exo Asro.,^r.rC
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Coruvl rlrrg Soll ond tounJotlon Englnen
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oilv:! 35 7o lANo
Lteutc Lrurt 1,
TAHFLI or siltY gravollY
vith cobblcs
gravel snd cobblos
GRADATION TEST
43%sf L" A o cLAY 22 tll.
FL^trlcrtv rxDrr %
sand r ror"r S. E. cortrcr of excavation
below footings.
cottLt I
N.W. corner of excavation
bclow footings
oaAv(L
Ltou I D
gAMPLt
126,750
54 % cANo SSTI lfLr AHo ct AY II q,
LIMIT o/o pLAtrrcr ?v tHDGr f
or slightly silty san{y TioM
ttt- | Irr i(.utfnl I alrl aO|'|| al atr |tsl
0rIr(l3a 07 ,rlficLl || trL!rgarltl
trt. |,t. n(-e!t t
a r'a tott aq a rl I trr
I rl .llll .l
0rr|rttal !l rr rrLLfgrrtll
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LUPINE DRIVE
M&N #2016
JUNE 23, 1993
1. LIVE LOADS USED Itr DESIGN:
A. ROOF
B. TYPICAL FLOOR
c. wlND
1. BASIC WIND SPEED
2. EXPOSURE
D. EARTHQUAKE
GENERAL NOTES
80 PSF
40 PSF
80 MPH
c
ZONE I
E. SNOW AVALANCHE LOADS: SEE REPORT BY ABTHUR MEARS. P.E. DATED
JUNE 1993.
2. NON-STRUCTUBAL ELEMENTS:
A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO
AND/OR SUPPORTED BY THE STRUCTUBE SHALL TAKE INTO ACCOUNT
DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS.
3. FOUNDATIONS:
A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2OOO PSF.
THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT
THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING
THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED.
B ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING
ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF
FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE.
C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL
OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER.
BACKFTLL SHALL BE COMPACTED TO 95% (MTNTMUM) STANDARD PROCTOH
DENSIW UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT
SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACTWITH APPROVED
FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.)
D. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID
LINES UNLESS OTHERWISE NOTED ON PLANS.
E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON
COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A
MINIMUM OF 2 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING
AND SLAB-ON-GRADE,
F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDI-
4.
toNS MAy ,. C="r.D pRroR ro
'LA.EME*,
o, oo'LL oR coNcRETE.
CONCRETE:
A. ALL CAST-IN.PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND
CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3OOO PSI COMPRESSIVE
STRENGTH IN 28 DAYS.
B. THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED Wc1.5 33 fc
(OR s7,000 fc NORMAL WEIGHT CONCRETE).
C. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS.
JOINTS SHALL BE SPACED 15 FEET AND CUT 1" DEEP X 1/8'WIDE WITHIN
12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT.
D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN
A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD
POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS
UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS
DETAILED OR AS REVIEWED BY THE ENGINEER.
E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN
ACCORDANCE WITH ACI BUILDING CODE 318.83. UNLESS NOTED OTHERWISE
ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 1/2 INCH CHAMFER.
USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED.
REINFORCEMENT:
A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO
ASTM GRADE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH
SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40.
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 4185 AND SHALL BE LAPPED
ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER.
C. REINFORCEMENT PROTECTION:
1. CONCRETE POUREDAGAINSTEARTH 3"
2. CONCRETE POURED rN FORMS (EXPOSED TO WEATHER OR EARTH) 2"
3. COLUMNS AND BEAMS (TrE BARS) 1-1t2"
4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3t4"
D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED,
SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE
ALL BARS CONTINUOUS AROUND CORNERS.
E. PLACE TWO #5 (PER I'THTCKNESS) W|TH 2'-0 PROJECTTON AROUND ALL
OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO
#5 X 4'-O DIAGONALLY AT EACH CORNER.
F. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE
SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS.
G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI-
TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SECURELY
rN pRopER ror?o* rN AccoRDANcEwrrH or'r.,*r!
6. STRUCTURALSIEEL:
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS 436 EXCEPT
PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO
ASTM A5OO, GRADE B, LATEST EDITIONS. ANCHOR BOLTS SHALL BE A3O7 STEEL AND
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL.
B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE
WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION."
C. UNLESSOTHERWISE NOTED, USE STANDARD FRAME BEAM SHEAR CONNECTIONS
WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECTCONNECTION AT EACH
SPLICE TO SUPPORT 600/. THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN
BEAM AND SPAN.
D. MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LESSTHAN 3/16" CONTINUOUS
FILLET UNLESS OTHERWISE NOTED.
E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING
SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN AWS D.I.1.
7. NON-SHRINKGBQIII:
A. NON.SHRINK GROUT SHALL BE PROVIDED AS FOLLOWS:
1. BETWEEN STEELCOLUMN BASESAND FOOTINGS.
8. $tQ9D:
A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR. COAST
REGION VISUALLY GRADED AS FOLLOWS:
2" THICK - 4'WIDE STUD fb = 800 psi
2' THICK - 6" & WIDER NO. 2lb = 't250 osi
3'THICK - 6'& WIDER NO. 1 fb = 1300 osi
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE
USES PRIOR TO ALLOWABLE STRESS INCREASES.
B. PROVIDE 1 X 4 CROSS BRIDGING NOT OVER 8'ON CENTEH FOR ALL WOOD
JOISTS AND 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS.
FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE
UBC SCHEDULE UNLESS OTHERWISE NOTED.
C. LAMINATED BEAMS
1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR
LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH
WCLIB. ALL SIZES SHOWN ARE NET.
2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORD.
ANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FAB.
RICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION
AS PUBLISHED BY AITC.
3. PROVIDE UNITS CONFORMING TO AITC 117,22FV8, D.F. FOR CONTINUOUS
MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS.
MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE
'LEARLYrrot=o
oN EA.H MEMBER.
D. PLYWOODDECKAND/ORWAFERBOARD
1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN
PLYWOOD ASSOCIATION.
2. EACH PANEL SHALL BE IDENTIFIED WITH THE GMDE-TRADEMARK OF
THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEETTHE REOUIREMENTS
OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL
PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO
THE WEATHER SHALL BE OF THE EXTERIOR TYPE.
3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING NAILED AT 4" O.C.
ALONG PANEL EDGES AND AT 10" ALONG INTERMEDIATE SUPPORTS.
4. FOR ROOF USE 5t8" (40/20 SPAN RATTNG) EXPOSURE I SHEATHTNG NATLED AT 4'
O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS.
5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2'EXPOSURE ISHEATHING
NAILED AT 6" O,C. ALONG PANEL EDGES.
6. DIAPHRAGM SHEATHING SHALL BE THE THICKNESS SHOWN ON PLANS
WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS
STAGGERED.
7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS.
E. WOOD DECK
1. SOLID DECKING SHALL BE DOUBLE TONGUE AND GROOVE,
DOUGLAS FIR, SELECT GRADE OF 4" X 6" NOMINAL SIZE
AND PLACED IN A CONTINUOUS RANDOM LAYUP SYSTEM.
RE: DRAWINGS FOR OTHER SIZES.
F. PREFABRICATEDWOODMEMBERSSHALLBETHETYPENOTEDONTHEDRAWINGS
AND SHALL BE "BC-JOIST'AS MANUFACTURED BY BOISE CASCADE, INC.
ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. WEB BLOCKING AND
BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER.
G. PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE
NOTED ON STRUCTURAL DRAWINGS, WOOD TRUSSES SHALL BE DESIGNED TO FULFILL
STRESS REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS
SHALL INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER.
H. VERSA-LAM MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES:
FO = z0OO PSl, E = 2,000,000 PSl, Fcf = 750 PSl, Fv = 285 PSl.
9. GENEML:
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND
ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND
REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY.
C. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. MISCELLANEOUS
EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER
AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36.
o
PHALTIC D.PROVIDE AS
EARTH.
MASTIC-COATING ON ALL STEEL WOOD EXPOSED TO THE
WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN
ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS.
ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD
ARCHITECTURAL DRAWINGS.
o
AND
F.
l'
Town of VaiI
25 South Frontage Road
Vai1, Colorado 81-657
(303 ) 479-2L38
Plan analysis based on the 1991 Uniform Building Code
Project Number: 07L293 Name: RKD RESIDENCE
Address: 3946 LUPINE DR. DaEe: .Tu1y 12, 1993
Contractor: RKD Occupancy: R3,M1
Architect: RKD T5/pe of Const: V-N
Engineer: MTINROE Plans Examiner: DAN STANEK
NOTE:The code items listed in this report are not intended to be a compleEe
lisEing of all possible code requiremenLs in the 1-991- UBC. It is a guide to
selected sections of the code.
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECT]ON
NORTH Property line 20.0 Feet 20.0 Feet
EAST Property line 24.0 Feet 24.0 Feet
SOUTH Property llne 4l-.0 Feet 41.0 FeeC
WEST Property line 109.0 Feet 109.0 Feet
EXTERIOR WALL FIRE RAT]NGS AND OPENTNG PROTECTION
Table 17-A & Table 5-A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON_BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG
WALL WALL PROT WALL WALL PROT IdALL WALL PROT WALL WALL PROT R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None M1 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None
The exterior wal1s may be of COMBUSTTBLE material . Sec .2201, -
None -- No fire protection requirements for openings.
Prot -- Openings are Lo be protected with 3/4 hr fire assemblies.
508 of the area of the wall maximum. Sec.2203. (b) & Tabl-e 5-A
Maximum single window size is 84 sq.ft with no dimension greater than l-2 f eet. -- Sec. 4306. (h)
NOP -- Openings are noE permitted in this wa1l.* -- These wa11s may be required to have a parapet wall- 30 inches
above the roofing. The parapet wa11 is required t,o have the same fire rat.ing as the wall. See section 1710. for details and exceptions.
FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS
2 Master bedroom 2 Master bath 2 Bed # Bath #3 2 Bed & Bath #2 2 Living & Dining room 2 Kit.chen 2 Breakfast room 2 Hal-1s, closets, etc .
TOTAL FOR FLOOR 1 Garage 1 Laundry room 1 Mechainacl room 1- Family room l- Bed & Bath #4 1 Bed & Bath #5 1 Entry 1 Hall-s, closets, etc .
TOTAL FOR FLOOR
BUILDING TOTAL
1
3
A
372
rt I
21,3
21_2
931
293
21,2
528
2944
71_5
OI
59
zzu
221-
189
276
t994
4938
37 .20
0.00
2L.30
2L.20
93.70
21, .20
0.00
0.00
0.00
0.00
22.00
22.1,0
18.90
0.00
0.00
18.60
I .85
10.55
10.60
46.85
1,4 .65
l-U . OU
0.00
0.00
3.3s
0 .00
1l_.00
l_1 . 05
v .41
J-J .tJU
0.00
YeS
No
Yes
YeS
No
No
No
No
No
NO
No
No
Yes
No
No
1
1
1
l_
1
l_
l_
1 I
1
1
1 I
l_
L
1
L
t_
FOOTNOTES:1) EGRESS - An operable window or door thaL opens directly Eo the exterior is required from this room. The minimum clear openable area must meet
thc fnl I nrnr i nrr -- Sec . L204.erre !vf rvrrf !.:r.
The minimum clear height is 24 j-nches
The mi-nimum clear width is 20 inches
The minimum clear area is 5.7 square feet
The maximum sill heighE is 44 inches
2) The number of exits is based on Table 33-A (Dwellings)
3) A mechanical ventilation system may be used in in lieu of exterior
openings for ventilation. -- Sec. 1-205. (c)
ROOM DIMENSIONS:
Habitable space sha11 have a ceiling height of not less than 7 feet 6
inches. Kitchens, ha11s, bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projecE.ion. If the ceiling is sloping, then the minimum height is required in onLy L/2 of the area.
--Sec. L207. (a)
Every dwelling unit sha11 have at least one room which has not less than 120
square feet of floor area. Other habitable rooms excepE kitchens shall have
an area of not less than 70 square feet. -- Sec. L207.(b)
Habitable rooms other than a kitchen shall not be less than 7 feet in anv
dimension. -- Sec . 1,207 , (c)
GLAZING REQUIREMENTS:
A11 glazing in hazardous locaEions is requj-red to be of safeEy glazing material. -- Sec. 5405. (d)
l_
.>
3
A
Glazing in ingress and egress doors except jalousies.
Glazing in fixed and slidingr panels of sliding door assemblies and panels in swinging doors other than wardrobe doors.
Glazing in storm doors.
Glazing in all unframed swinging doors.
5) Glazing in doors and encfosures for hot tubs, whirlpools, saunas, steam
rooms, bathEubs and showers. Glazing in any portion of a building wa11
enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inleE.
5) Glazing in fixed or operable panels adjacent to a door where Ehe nearest.
exposed edge of t.he glazxing is within a 24-inch arc of eit.her vert.ical
edge of the door in a closed position and where the bot.t.om exposed edge of the glazing is less than 50 inches above the walking surface.1) Glazing in an individual fixed or operable pane1, other than those locations described in it.ems 5 and 6 above, Ehan meets all of the following conditions:A. Exposed area of an individual pane greater than 9 square feet.
B. Exposed botLom edge less than 18 inches above the floor.
C. Exposed top edgre greater than 36 inches above the f1oor.
D. One or more walking surfaces within 36 inches horizontally of the
pl-ane of the glazing.
8) Glazing in railings regardless of height above a walking surface.
Included are structural balusEer panels and nonstructural in-fill
panels.
See exceptions.
SMOKE DETECTOR REQUIREMENTS :
A smoke detector is required on the ceiling or wall at a point centrally
located in t.he corridor or area giving access to each sleeping area.
-- Sec. 1210. (a) 4.
A smoke detector is reguired on the ceiling or wall in each sleeping
area. -- Sec. 121-0. (a) 4.
A smoke detector is required on all stories. -- Sec. 1210.(a) 4.
If the upper leve1 contains sleeping room(s), a smoke detector is required in the ceiling of the upper fevel close t.o the stairway.
-- Sec. 1210. (a) 4
Smoke detectors are required Eo be wired Eo the buildingl's power source and
sha1l be equipped with a battery backup. -- sec. 1210.(a) 3.
Detectors shal1 sound an afarm audible in all sleeping area of the dwelling in which they are locat.ed. -- Sec. 1210. (a) 4.
OCCUPANCY SEPARATION:
Between the garage and the residence, materials approved for thr fire
construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing L 3/8 inch solid
core door or a 20 minute fire door. -- Table 5-B & Sec. 503.(d) exc. #3
STAIR REQUIREMENTS:
n ^|--i-..--- .:-..1 DLcrr..wo.y r' d. dwelling must be at least 36 inches wide. -- Sec. 3305, (b)
The maximum rise of a step is 8 inches and the minimum run is 9 inches.
-- Sec. 3306. (c) exc. #1-
Provide a handrail on one side a stairway 34 to 38 inches above Ehe nosing if there is 4 or more risers. -- Sec. 3306. (i)
Provide a guard rail where drop off is greaEer than 30 inches. Minimum height
= 35 inches, maximum opening size = 4 inches. -- Sec.17L2.(al exc. #1
The minimum headroom is 6 fE.- 8 inches. -- Sec. 3305.(o)
Enclosed usable space under Ehe sEairs is reguired to be protected as required for thr f ire-resi-sti-ve construction. -- Sec. 3305. (1)
SHAFT ENCLOSURES:l-) Chutes and dumbwaiter shafts wiEh a cross-secEional area of not more than 9 square feet may lined on the inside wit.h not less than 26 gage
galvanized sheet metal wiLh a1l joinEs locklapped. The outside must be
t hr construcEion. A11 openings into any such encLosure shall be protected
by not less than a self-closing solid wood door 1, 3/8 inches thick or
equivalent. -- Sec. 1706. (f)
2\ Gas vents and noncombustible piping installed in wa11s passing through 3 fl-oors or less do not need to be in t hour shafts.
-- Sec . 1706 . (c )3) Shafts for gas vents, factory-built chimneys, piping, or ducts that do not extend through not more Lhan 2 floors need not be in t hour shafts.
-- Sec. l-706. (c)
4) A11 other shafts are required Eo be enclosed in a l- hour assefiibly.
-- Sec. 1706. (a)
ADDITIONAL REQUTREMENTS :For R3 occupancy This project will require a site i-mprovement. survey. Such survey
sha11 be submitted and approved prior to request for frame
inspection.
A11 crawf spaces within the Town Of Vail are limited to a earth to
structural floor ceiling height of 5', be earth floor only, be
venLilated as per UBC 2516 (C)6 with minimum access as per UBC
2515(c)2 and maximum access of 9 sq. ft.
Any building site wiEh a slope of 30 degrees or more sha11 require an
engineer design. Such design shall address drainage, soil retainage
and structural design.
ExcavaEion below slabs on grade sha1l not be permitt.ed without prior
approval.
Address numbers shal1 be posted plainly visible and legible from t.he
street .
For M1 occupancy
Slope garage floor to allow for drainage to outside to provj-de a floor drain with sand and oi1 interceptor to dry well- or to sewer.
Any garage floor drain connected to sewer must be approved by Upper
Eagle Valley Water & Sanitation District.
rn garages with living area above, the wa11s of the garage wiich are
beari-ng the area above sha1l be protected with one hour fire resistive construction. UBC 503(B) .
Town of Vail
25 SouLh Frontage Road
Vail, Colorado 8]-657
(303 ) 479-2r38
Plan review based on
the 1991 Uniform Buildinq Code
Project. Number:' 071-293
Address:. 3946 LUPINE DR.
Contractor: RKD Architect: RKD
Enqineer: MUNROE
SHEET TDENTIFICATION
NAme: RKD RESIDENCE
Date: ,Ju1y 12 , L993
Occupancy: R3 , M1
T\zpe of Const: V-N
Plans Examiner: DAN STANEK
CORRECTION REQUIRED
Sloped gfazing (skylights) shal1 be tempered over
laminate glazing as per UBC 3402. Plastic glazing
sha11 be as per UBC 5207. A curb may be required
depending upon glazi.ng material, slope of roof, or
f lashi-ng used.
Exterior surfaces wit.h stucco sha11 be provided with exterior metal lath as per UBC 4705 with 2 layers of paper. Windows and doors are reguired to be
adequatel-y flashed(not with just screed metal). A lath inspecEion is required prior stucco application.
A bathroom is required to have an openable window or
a mechanical ventilation sysLem. -- Sec. 1205. (c)
rn bathrooms wit.h a tub or shower and in laundry
rooms a mechanical vent.il-ation system connected
direcLJ-y to the outside shall be provided. Bathrms
which contain only a water cfoseE or Iav. may be ventilated with a recirculating fan. UBC 1205(c) .
Domestic clot.hes dryer exhaust ducts shall be instaLled as per UMC 1l-04 and l-903. Flexible ducE
connectors may not exceed 6' in length and shall not.
be concealed within construction. Ducts shall
Eerminate outside the buildinq and not exceed L4'
length.
Plumbing fixtures with mechanicaf apparatus shaIl be
supplied with an access panel for i-nspection and
rcne i r nf ernri nmenE . UPC 904 .!9!,9+!vlv\49+lr'r!|v
10
t_ t_
Approved gas logs may be instal-led in solid-fuel
t-,,rni -r' f i ranl rr.aq nrorri ded f he i nStaf latiOn iS
according to the listi-ng instructions, any damper shall be removed or permanently blocked, and a
sa f ef w shrrtof f tra I rre i s nrnrzi ded |IMC 803 .es!vu_I
Gas fireplace appliances are required to be installed as per listing installation instructions -with a "8" vent onLy. Combust.i-on air must be
supplied from the outside for all new consLruction
i-n the Town of Vai1.
Furnaces not Iisted for closeE or alcove installabion shafl be installed in a room or space
having a wolume at feast 12 times the volume of the
furnace. A boiler unit will require a space 16
times larger than the boiler. UMC 504(b)
Supp1y a mechanical drawing indicating design of
system, size (BTU and volume) of equipment, vent
location and termination, and combustion air to be
supplied prior to any installation.
On an upper leve1 where rooms are used for sleeping
purposes, a smoke detector is required in the
ceiling at the stairs. -- Sec. 1210. (a) 4.
A smoke detector is requj-red on al-1 levels wired to
an alarm in the bedroom area(s) . -- Sec. 1210. (a) 4.
The garage must be separated from che dwel-Iing by l-hr fire-resistive construction on the garage side.
-- Table 5-B & 503. (d) exc.#3
The door between the garage and the dwell-ing is
required to be a 13l8 inch Ehick solid core or 20
minute seff closing door. -- Sec. 503. (d) exc.#3
The maximum rise of a step is 8 inches and Lhe
minimum run is 9 inches. -- Sec. 3306. (c) exc #l-
A handrail is required al-ong a stairway. It is
required to be 34 to 38 inches above the nosing of ihtr sfens and if the sioe is crnen, the maximum size e e!, v \.r+l4
of an opening j-n the railing at the stairway is 4 inches. -- Sec. 3306.(i) & 171,2.
A 36 :-nch high guardrail wit.h a maxj-mum opening of 4
i nr.hes is reorli ed where sFen is .rreater chan 30 fe ! v\4g4vs vev}, 4e :rr inches to fl-oor or qrade below. -- Sec. 1,71"2.
72
13
L4
l_5
16
7l
t
18
l_9
The open side of all decks, porches, st
which are more than 30" above grade sha protected with a guardrail. Openings c 6u. Within R-1 occ. and all R-3, hei
35"-ouEside R-1 occ. height min. is 42o
AE eaves and valleys an adequaEe underl
be provided tso protect a sLructure from
and water damage. T\^ro layers of f ef t s to sheathing and between layers or a
water & ice shield may be used as per
rnelude a copy of Ehe soilE report for
be built on. -- Sec. 2905.
zu
r-rs,1be
not
m1n.
uBc
etsc.
exceed is
L7Lt.
ce
l-o
t sha11
buildup
mopped
le 3281.
siEe co
Hazard
The unders
damage. We are prepared to accept these lacts and
Building Department grant us a permit.
iOwner)(Name, Oruner)
STATE OF COLORADO
execi.rtdd the same for the purposes and consideration |herein expresse
the conclusions that he proposed building is located in a j
,1**Fqfgrdzone, and tirerb n he potential hazard o1 Lt,a/tncAg de/rit zr*t
e terfhc zs
(n,
'/
/) ) ss.
OOUNTYor, va4/r -7
'J 4,-/L
Jhe foregging instrg4ent r.vas4clnowlefged before me this 3L,'"day ot fne toreg9lng Instrg4enl lvaqqctnowlepgeo oelore me Inls :2lZ- oaY ol ( Yt Lyr . 1gffiby ( Jn tlL h . .4"' n ,-, known to me to be the person
WhAe n6rhe is subscribedft the foregding instrument and acknowledged lo me that he
COUNTY OF
) ss.
)
The foregoing instrument was acknowledged before me this _ day of
19-__, by known to me lo be the
person whose name is subscribed to the foregoing instrument and acknowledged to me that
he executed the same for the purposes and consideration therein expressed.
My commission expires:
My commission expires:
STATE OF COLORADO )
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AVALANCHE AND ROCKFALL LOADING ANALYSIS
AND DEFENSE PERFORMANCE SPECIFICATIONS
LOT 5A, BLOCK 2, BIGHORN FIRST ADDITION
Prepared For
Mr. Jack Snow
Prepared By
Arthur l. Mears, P.E., lnc.
Gunnison, Colorado
July, 1993
'.F:
ARTHI.JR I. MEARS, P.E., INC.
l,hmral tlazldr Comlam
222 Er Gc[h Avc.
Grdd' Cdqdo E1230
nt-ut.32t6
July 2, 1993
Mr. Jack Snow
RKD Associates
Box 3378
Vail, CO 81658
Dear Mr. Snow:
The attached analysis of snow and debris avalanche and rocKall loads on the
proposed house on Lot 5A has been prepared as we discussed. The conclusions and
limitations of this study are contained in the report.
Please contact me if you have any questions.
Sincerely,
Cdt.^a VY\za,o
Arthur l, Mears, P.E.
Avalanche-control engineer
Encl.
LbW&oA**cA&d|WEr*tt
1 OBJECTIVES AND LIMITATIONS
As requested by Mr. Jack Snow, this report has the following obiectives:
a. Calculation of design-magnitude snow and debris avalanche dynamics (flow
heights, velocities, energies) at the Lot 5A building site;
b. Calculation of design-magnitude rockfall velocities, bounce heights, and
energies at Lot 5A building site; and
c. Specificationot pertormance specificatlons (sizes, required strengths, positions)
of defenses that will protect the building interior.
This report also has the following limitations which should be understood by all those
using the results:
a. The analysis is site specific, therefore cannot be applied to other sites;
b. The analysis is based on building location, size, shape, and orientation sent to
be by FAX by Mr. Jack Snow on June 28, 1993; any changes to these
architectural specifications may invalidate the results of the study;
c. Safety factors and impact loading factors have not been included in the loads
specified in this report but should be included in final design (see Section 3);
exposed surfaces may, therefore require design for larger loads than those
specified in this report; and
d. The proposed building is located at the edge of a known avalanche and rockfall
area; persons outside the building may be caught, buried, or killed by avalanches.
2 AVAI..ANCHE AND ROCKFALL CONDITIONS
Lot 5A and the proposed building site is located below a steep, northeast-facing slope
that is known to produce snow and debris avalanches and rockfall. During typicalyears
(perhaps even for several decades) the proposed building will not be reached by
avalanches or rockfall. However, topography, geology, and climatic conditions ensure
that the building will be reached by avalanches and rockfall during its lifetime. Normal
wood-frame buildings will probably suffer extensive damage as a result of avalanche
andlor rcckfiall impact at this location. Damage would probably include penetrultion by
rockfall, and crushing by avalanche impact and depositional loads. Persons inside the
building could be injured or killed. Avalanche loads willbe complicated because trees will
be entrained into the flow and may serve as battering rams which may penetrate walls.
For these reasons the special external defenses and building reinforcements specified in
this report are required.
Design-magnitude attalanches and rockfall (conditions expected once in a century,
approximately) were considered and calculated in this analysis. These events have return
periods of roughly one century, equivalent to constant annual probabilities of 1 "/o. This
probability does not change after an avalanche occurs.
The following procedures were used to calculate the dynamics of avalanches and rockfall
at this location:
a. Avalanche and rockfall starting positions and source areas were determined by
field inspection;
b. Avalanche and rockfall stopping positions were determined by field evidence
of prior events and performance of avalanches and rockfall in this climatic region;
and
c. The dynamics of avalanches and rockfall were simulated through use of
physical models that predict avalanche velocity and flow thickness and rockfall
velocity, energy, and bounce heights.
The derived dynamics properties were used to determine the loads and energies and
defense performance specifications given in Section 3 of this report. Appendices A and
B provide the detailed computer output from the avalanche and rockfall modeling
procedures.
3 AVAI..ANCHE AND ROCKFALL DEFENSES
3.1 Avalanches
Avalanche unit loads on a[[ south, east, and west exposures of the proposed building are
given on Figure 1. These loads assume a ditch and structurat wall 10 feet high is
maintained across the entire south side of the building as shown in architectural
specifications provided by Mr. Jack snow on June 28, 1993. The avalanche impact
conditions on building walls specified in this report will occur even with this external wall
in place.
The following additional details about avalanche loads on building surfaces must be
considered by the structural engineer or architect in final design.
a. Loads increase from zero to the maximum specified on Figure 1 in 0.1 to 0.5
seconds, therefure they must be treated as impact loads. lmpact loads may
produce strains larger than those of equivalent static loads. An impact factor must
be assumed in final design. The magnitude of this factor must be specified by the
structural engineer.
b. Avalanches at this location will probably contain soil, rocks, trees, and other
vegetative debris that produce point loads. These concentrated point loads may
be twice as large as the average loads (after impact factor is included) over are€rs
of 1 ft2.
c. The horizontal avalanche loads specified must be added to all other loads
(wind, soil, snow, earthquake, etc.) normally considered in design at this location.
d. Horizontal deck and patio surfaces will receive an avalanche vertical load from
debris deposition of 300 lbs/ff. This vertical load must be added other loads
usually assumed in design at this location.
e. Safety factors have not been included in the loads given.
All surfaces, including windows and doors, rnust resist the horizontal loads specified in
this report. Because the avalanche loads are inhomogeneous and will probably contain
debris, I do not recommend extensive glass surfaces facing the avalanche.
3.2 Rockfall
Rockfall bounce heights, velocities, and kinetic energies were computed through
application of the Colorado Rockfall Simulation Program (CRSP). This is a stochastic
model developed by the Colorado Department of Transportation that calculates the
probabilities of rocKall bounce heights, velocities, and kinetic energies at a given location
(the proposed building site). In application of the CRSP model the size of a "worst case"
rocKall event was determined in the field (2 feet diameter), the terrain was surveyed to
estimate ground surface hardness and roughness, and the model was "forced" to
compute a rock stopping position at Lupine Drive, roughly 170 feet northeast of the uphill
building site.
The probabilities of a two-foot diameter rock design rockfall event exceeding various
values of velocity, bounce height, and kinetic energy are provided in Table 1.
Table 1 quantifies the reliability of rockfall defenses of various sizes and strengths located
at the wall south of the proposed building and shown on the site section I received by
3
Table 1. Rockfall Exceedence Probabilities
E. Probability Bounce Height Velocity Kinetic Energy
1Yo I feet 52 fVsec 29,000 ft-lbs
SVo 4 feet 43 fVsec 19,800 ft-lbs
10%3 feet zl() fVsec 17,200 ft-lbs
FAX from Mr. Jack Snow on June 28, 1993. For example, there exists a 5% chance that
the design rock will exceed 4 feet in bounce height (above the "pond"), 4il fVsec velocity,
and 19,800 ft-lbs kinetic energy. Larger values are, of course, associated with smaller
exceedence probabilities. The decision about which exceedence probability is appropriate
must be made by the architect during final design.
The wall shown on the June 28, 1993 should be faced on the uphill side with a "gabion"
(rock-filled) frame thatwillabsorb rock energy and momentum graduallythrough crushing
(see Figure 2). This wall must extend across the entire south side of the proposed
building.
5 COMPLIANCE WITH VAIL HAZARD ORDINANCE
The proposed building is located below the "Red" avalanche hazard zone within the
''Blue" zone. According to Town of Vail Hazard Regulations (paragraph 18.69.040[8]),
"Structures may be built in blue avalanche hazard areas provided proper mitigating
measures have been taken." This report provides performance specification for these
measures.
Furthermore, the study concludes than debris-avalanche and rockfall hazard (a) exists,
(b) can be mitigated, and (c) can be designed so that it will not increase the hazard on
adiacent public or private property. Specifically, the mitigation can be designed to be fully
in conformance with Town of Vail Hazard Regulations (paragraph 18.69.052 [Cltbl).
Report prepared by,
Cdl^^luwp
Arthur l. Mears. P.E.
Avalanche-control enoineer
4
ooo ttC'o
SDUTH
l5D lL" /vl'
3Oo lLs/rt'a
cr
I
I
cr?
|\|n|
\lt
EAST AND WEST EYPOSURE-s
FIGURE 1. lmpact heights and avalanche loads on south building walls (including all
glass surfaces). The vertical load on the deck is a static load. The triangular load
distribution on the east and west walls is also a static load. Refer to the teld of this report
for dEtails. These loads assume the mitigation wall 10 feet high (as shown on the Jack
Snow drawing of June 28, 1993) is in place across the entire south side of the building.
lmpact factors and safety factors are not included with the loads.
EXPOSURE
l-l-r F
oo('60ct
t!t (t:
Gob; on
H = 3o,.rnce HeiShT
v
FIGUBE 2. Rockfall mitigation wall (located north of upond" on Jack Snow drawing)
with gabion basket facing on south side. The gabion must be at least as high as the
"bounce height selected and the wall must absorb the rockfall kinetic enerEf fiable 1).
-T
I
TECHNICAL APPENDIX A -- Avalanche dynamics at south building wall. The
following graphs provide details about avalanchE flow thickness and normal pressur€
distributions on tre south building wall. The information contained on these graphs can
be usad to modity the recommended defenses shown on Figure 1, if desired.
8
o
@ (n o c l<
.9
F
=o
ll.
',14.7 15.3 15.9 16.5 17.1 17.7
Time Since Avalanche Start (Sec)
18.3
I-ANDSLIDE AVAI.ANCHE Lot 5A
Flow Thickness at Building
16
14
12
10
I
6
4
2
0
a a
80
60
40
20
oo
80
1
1
O.l o-l
o
=1 (t
@
TL
()
(U
o.
C
=d
E
o z
I.ANDSLIDE AVAIANCHE Lot 5A
Normal lmpact Pressure at Building
14.7 1 5.3 1 5.9 1 6.5 17.1 17.7 1 8.3
Time Since Avalanche Start (Sec)
TEGHNICAL APPENDTX B -- Rockfall modeling output generated by the Colorado
Rockfall Simulation Program. The detailed statistical output generated provides
alternatives to the probabilities given in Table 1.
I
JACKSNOW.l ROCKFALL
LOCATION: Buildj-ng Site, Lot
SIMULATION
5A, Vail, Colorado
691 LB. SPHERICAL
2 FT. DIAMETER
NUMBER OF CELLS
NI.'MBER OF ROCKS
ANALYSIS POSITION
INITIAL Y ZONE ..
ROCKS
8
100
580 FT.
FT.8790
INITIAT X VELOCITY 1
INITIAL Y VELOCITY -1
FT. TO 8774
FT. /SEC.
FT. /SEC.
CELL #
1
2
3
4
5
6
7 I
ST'RFACE
ROUGHNESS
1.00
1. OO
1.O0
1.O0
o. 50
o.50
o.50
o. 50
TANGENTIAL
COEFFICIENT
.80
.80
.80
.80
.80
.80
.80
.80
NORM. COEF.
RESTITUTION
.35
.35
.35
.35
.35
.35
.35
.35
BEGINNING
X,Y
o ,8774 LL4 ,8687 L98 ,862L 339 ,8s10 415 ,8460 475 ,8433 509 ,8427 580 ,8419
ENDING
X,Y
LL4 ,8687 L98 ,862L 339 ,8510 415 ,8460 475 ,8433 509 ,8427 580 ,8419 705 ,8400
JACKSNOW.l ROCKFALL SIMULATION
LOCATION: Building Site, Lot 5A, VaiI, Colorado
ANALYSIS POINT X =
I4TiXIMI'M VELOCITY =
AVERAGE VELOCITY =
MIMIMUM VELOCITY =
BOUNCE
HEIGHT
B4 74 64 54 44
34
52 FT./SEC.
27 FT./SEC.
3 FT./SEC.
58O Y = 8419 STANDARD DEVIATION (VELOCITY) = LL.27 FPS
AVERAGE BOT'NCE HEIGHT
M.LI(IMI,JM BOUNCE HEIGHT
MAX KINETIC ENERGY =
2 FEET 8 FEET
29L98 FT.LBS.
ANALYSIS POINT BOI,'NCE HEIGHT DISTRIBI..TTION
24 L4
60 50 40 30 o 10 20
FREOUENCY
JACKSNOIJ.1 ROCKFALL SIMULATION
LOCATION: Building Slte, Lot 5A, Vail, Colorado
ANALYSIS POINT VELOCITY DISTRIBUTION
FREOUENCY
s4 t t 4 4 I t I t tT I 3 4 I t tttt tt tlltt t t 2 4t tt t t ttilt ltt rttttt tt tt t t I 4[ t ttt iltt rilttttttttllttt ttt ttil tt t tt
VELOCITY
52 27
It rtt ttlt tttt ttIII tiltt t t tttttttttt rrrttttttt rt rttttttttttrt ttttttttttlttt ttllttttttttttt It ttllltttttttttlt rtt rr rrrrtttttttrtttttttrrttrr rt rt tttttttttltttttltllttttttrtttttlt rrrtttttrrrrrrilttttttrtttttttrrr
ttt r Itt r tttttt rttttttttttrrr Ittttttttttttttl tttttttrrtrttttrtt ttttrrttttttttttttr Iltttttrrttttttttttrrr Ittttttttttttttttttttttt ttttttttttttttrtltttttttt ttttttttttttttttttttttttt
JACKSNOW.], ROCKFALL SIMULATION
LOCATION: Buildlng Site, Lot 5A, VaIl, Colorado
BOUNCE HEIGHT GRAPH
LL7 235 352
HORIZONTAI, DISTANCE
470 587
BOUNCE
HEIGHT
31 4 294 274 254
234 2L4
L94 L74 154 134 LL4 94 74 54 34 L4
705 0
JACKSNOW.]- ROCKFALL SIMULATION
LOCATION: BuildJ.ng Site, Lot 5A, Val-l, Colorado
VELOCITY GRAPH
VETOCITY
924 864 t t tt 80 4 ttt ttttttttlttt 744 tt t tttttttttttttttttt 68 4 tttttttttttttttttttltllltt 62 4 ttttttttttttttttilttttttttlltttt s6 4 I ttltttttttttttttttttttttlttttltltl t I so 4 tttttttttttttttttlttttttilttttttttttilttttttlt 44 4 tttttttltttttttttttttrrilttiltrtrtttrilltttttttttttt 38 4 ttttttttltttttttttttttttttttttttlllltltttttttttttttttttl 32 4 t t t t t t t t t t l t t il t t t t t t t t t t t t t t t t il t t t l l t t t t il t t t t t t t t t t t l l l
LL7 235 352 470 587
HORIZONTAL DISTANCE
o 705
JACKSNOW.]. ROCKFALL
LOCATION: Building Site, Lot
SIMULATION
5A, VaiI, Colorado
DATA COLLECTED AT END OF EACH CELL
CELL #
MAJKIMI,JM
VELOCITY
( FrlsEc )
s6
76
82
85
73
67
52
43
X INTERVAL
AVERAGE
VELOCITY
( FrlsEc )
STANDARD
DEVIATION
VELOCITY
8.03
10. 52
13. 09
13.31
10. 07
9.90
LL.28
L1. L6
ROCKS STOPPED
AVERAGE
BOUNCE
HEIGHT (FT)
MAXIMTJM
BOUNCE
HEIGHT (FT)
13
16
30
20
1,3
7 I
6
1
2
3
4
5
6
7 I
3
5
7
6
3
2 I
o
38
48
55
52
48
39
26
r.9
O FT. TO
540 FT. TO
550 FT. TO
570 FT. TO
580 FT. TO
590 FT. TO
600 FT. TO
610 FT. TO
620 FT. TO
630 FT. TO
640 FT. rO
650 FT. TO
660 FT. TO
670 FT. TO
680 FT. TO
690 FT. TO
700 FT. TO
Lo
550
560
580
590
600
610
620
630
640
6so
660
670
680
690
700
7LO
8
1
3
2
3
4
5
3
4
3
6
4
5
4
5
3
5
a-o
tr:i$
RICH AND KRUSEN DESIGN
ARCHITECTTJRE AI{D DEVELOPMENT
BOX 3378, VArL, COLOMDO, 8r6s8 (303) 47G9228
MEMO
DATE: July 28, 1993
TO: T.O.V. Jim Curnutte
FROM: Jack Snow
RE: Building permit requirements
Per our meeting yesterday I would like to put a number of subjects we discussed
down in writing.
1) Revokable right-of-way. The four shrubs (two juniper & two Lilac) will be relocated
off of town property back to the south thus eliminating the need for the right-of-way.
2l The site plan Art Mears refers to in his report is the same as the building permit
drawing. I have attached a copy of the fax sent to Mr Mears for your records.
3) From my discussion with Mr Mears it is my understanding that the 1O' wall referred
to in his report is the height of the wall projected from the slope of the traveling snow
to the building and not the exposed face. You will note from the copy of the fax sent
to Mr Mears that the schematic section clearly shows only 6' feet of exposure.
4l lt was decided that to minimize damage to the site we would sprinkle the home
rather than increase the amount of paving'
5) | would like to acknowledge that Russell Forrest suggested that I speak the Army
Gorp of Engineers regarding the rerouting of the steam bed.
6) Upon completion of the rerouting of the stream and prior to the issuance of the
certificate of occupance we will dedicate a drainage easement.
RICH AND KRUSEN DESIGN
ARCHITECTI,JRE AIi{D DEVELOPMENT
DOX 337t, VAI|,, COLORADO,8r65t (3,m) 47Gn28
PAGES SENT (INCLUDING COVER)
PHONE NUMBER: 1 641 3236
T0: Art Mears
D,\TE: 6128193
A-|TENTION: Art
FROM: Jack Snow
RKD FAX AND OFFICE NUMBER
fax
7 (last one is longl
(303) 476-9228 call if there is a problem with this
NOTES:
Art- The site plan is cut into three pieces, I added match lines to aid in reconstruction.
I included the two exposed elevations and a Site section (also indicated on the site
plianl.
I hope this is all you need, if not I will try to
possible.
get you anything else as soon as
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MONR0E/NEI^IELL
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SH€ET No. __
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*(-s Vail, Color:rclo
Deover, Colorudo
(,r \'
Monroe & Newell
Engineers, Inc.
Daie: March 4,1994
Project: Lupine Drive Residence
Contractor: Rich/l(rusen
Weather: Sunny
Present at site:
TO:RKD
PO Box 3378
Vail, CO 81658
Project #2A16
Location: East Vail
Owner:
Temp: 25o at 7:00 am
it'"' '*B
tu''-
fr r: . -
;
TOV' Uui','iivi, t[V, DLPT,
FIELD REPORT
The following was noted:
1. The structural framing of the residence was mostly completed.
2. The steel window frame at the south side of the buiicling was in place.
Connection plates at the top of ihe frame io the glu-lam roof beams shall
be installed as shown in the construction documents.
3. All BCI roof joists shall have a beveled bearing plaie at all bearing locations.
At double beams near ridge a 5 1/2" wide beveled bearing plate is required.
All outside wall bearing locations shall have a 3" minimum wide bearing
plate.
4. The column between garage doors shall be anchored into the foundation
wallwith a Simpson HD5
5. The south east steel frame at the roof eve shall be reinforced with '1l2"
steel plates. The plates shall have a 1'-0" long weld at mid-height.
Hannes Spaeh, P.E.
0O-rS E. Ileevr.-r Creck lllvd. . Suite -301 o P. O. llox 1597. A\()n, Colr.rrJo S1610 r (303) 9J9-77(rS. FAX (.103)919-1O3t
rowN oF v!?L
PUBLIC WAY PERM
?lD
'-' PERMTT No. i. - - : .; _l
Contractor's copy to be kept on jobsite.t-t/ t, I .r lF vv I \l.l L . n}\l.
IT TOWN OF VAIL
1.
(Job Name or Location ol Work)
6
E
I
E
o
I
ir
o)
o
iI
I ]
;
.9
0-
I p
-
(E:cavating Contraclor's Name. Address, Phone. and Licent€ No.)
3. Work is for (circle one)
Permit Fee
Bill to:
Paid:Receipt #:
INSPECTION REMARKS:
(Public Works)
SKETCH PLAN OF WORK ATTACHED
. APFLICATION FOR
TOWN OF VAIL
PUBLIC WAY PERMIT
*3
t,l ,t \L-)
-f
le t".rrLrJ r N' ( o?{'
,'. .- ra 1" (-
TO'YN OF VAIL
Job Name
Excavatino Contractor Name
Legal Oescription Streel Address
-:;. ': : r
TOV Contractor's License Number
..1.. \.
5. Trench-width
(min. 4')
Compldtion Date (Permil Expiration Date)
4. Work is for {circte one) ,-Watgf- j , S€y_ql j Ga$ElecJric- - ) Telephone CATV
Landscaping porary Site Access
Depth
necessary Town of Vail signatures. Please allow one week to process.
Upper Eagle Valley Water and Sanitation (476-7480) . . -- , )': --'i" /" '"
Other
r-e1
Length
6.
Bond Amount $Permit Fee $Total Permit Fee $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED,
Rubber out-riggers are required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket shall be prolected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option ol routing application through the Public Works office to obtain the
Public Service Company (1 -800-922-1 987).i
. a - '-.-..f?:.a(t>/?
PSCO-Natural Gas Group (468-2528)
Holy Cross Electric Company (949-5892)
U.S. West (1-8OO-922-1987) 'i
TCI Cablevision of the Rockies (949-5530)
Town of Vail:
Electricians (479-217 1)
-i
9.
lrrigation (479-21 61) '\ \
Public Works (47 S -21 5B\
THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permit.
All excavation must be done by hand within 18" of utilities - (Senate Bill 172).
Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing bacKill operations,
Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are nol ready may
result in the Town charging the contractor a reinspection fee.
I certify that I have read all chapters of Title 12 - Streets and Sidewalks, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
Date ot Signature
ATTACH PLAN OF WORK, INCLUDING CONTRUCTION TRAFFIC CONTROI. PLAN
Show streets with names, buildings, and location of cuts, USE DASH LINES FOR CUT.
10.
'11.
l
I
l
1
l
l
12.
c
rl
-fli---z+ t ?
. : ,. 4- r;* "N, . " tr r':i
.;
TOWN OF VAIL
PUBLIC WAY PERMIT
l.
2.
3.
PermitFee S50.00 BILLED A? END OF YEAR
Bill to: TCI CABLEVISIOH
LI]PINE DRIVE
.V gaL'4oL\,
N6|nq Add|!r8. Phono. 6nd Ucsrur
paid: JANEIL fUn}{fi'Lf,.\\
INSPECTION REMAFKS:
I
E E
R
6
E
I I
o
.n I i
T
'I
&
E
Receipt #:
(Publlc Wo|ls)(Publlc Work!)
SKETCH PLAN OF WORK ATTACHED
APPLICATION FOR
TOWN OF VAIL }
PUBLICWAYPERMIT 19-
4. Work is for (circte one)Water Sewer
Landscapi49
Gas Electric Telephone r -
Temporary Site Access
I Length ,i i Depth
8.
10.
't1.
q
Trench-width
(min. 4')
(-,.
Bond Amount $Permit Fee $Total Permit Fee S
ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED.
Rubber out-riggers are-required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket shall be protected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works office to obtain the
necessary Town of Vail signatures. Please allow one week to process.
Upper Eagle Valley Water and Sanitation (476-7480) . , . , i
Public Service Company (1 -800-922-1 987)
PSCO-Natural Gas Grouo @68-2528\
Holy Cross Electric Company (949-5892)/ t',
U.S. West (1 -800-922-1 987)
TCI Cablevision of the Rockies (949-"5530)
Town of Vail:
lrrigation (479-2161)
i,
Electricians (479-2171\ i . L.' C -{-
Public Works (479-21 58)
THERE WILL BE NO TOTAL STREET CLOSURESI A construction trafiic control plan must be approved by the
Public Works Department prior to issuance of the permit.
All excavation must be done by hand within 18" of utilities - (Senate Bill 172).
Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing backfill operations.
Failure to notity the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may
result in the Town charging the contractor a reinspection fee.
I certity that I have read all chapters of Title 12 - Streets and Sidewalks, of the Vail Municipal Code and all utilily
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
ATTACH PLAN OF WORK, INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
12.
THIS IS NOT PUBLIC WAY PERMIT!
White - Public Works Yellow - Finance Pink - Communilv Develooment
1.:..,
' '{."
"tli"'
Gold - Contractor
PUBLIC WAY PE IT
194[ t-1t1,1]rc
TOWN OF VA
t
IL
RM
PERMIT NO. ,
Contractor's copy to be kept on iobsite.
'L
(Job Name or Localion of Work)
3946 ]".UP1$lt PAi{Tlii.:RS LTO. P-O. ii[):4. :65i. VAII-. CO 81658
3, Work is for (circle one)
(Excavaling Conlractor's Name, Address, Phon€, and Uconse No )
WATER SEWER GAS ELECTRIC TELEPHONE CABLETV
LANDSCAPING TEMPORAFYSITEACCESS
OTHER ffOND TO A|.I,OW
FC'R CO
O
I
t!
tl-
I -
t
3
I
,
Permit Fee P!.I.liIT FEfiS tsAMlft - Boli, 930{}(X}0
(Conkaclor's Signalure)
Bill to: t$4{' r ttp rx'. pept\pps I T'n
Paid: DESBIE Rr.rX'i.AND _ Receipt #: ]816
(Public Works)(P!blic Works)
INSPECTION REMARKS:
SKETCH PLAN OF WORK ATTACHED
I
APPLICATION FOR
TOWN OF VAIL
PUBLIC WAY PERMIT
Qil 19 tl
Excavating Contractor Name Phone #TOV Contractor's License Number
e
Start Date
4. Work is for lcircte one)
Completion Date
Water Sewer
Landscaping
Gas Electric Telephone
Temporary Site Access
(Permit Expiration Date)
CAry Other &,,r\ t)
i .a., _,r) ; t,.,Urr-\r .* i.
J"5. Trench-width
(min.4')
Length
r),
lSLt CO permit Fee $
't r ,r-
Bond Amount $
Depth
a / ) Total Permit Fee $Lli') c0
6.
8.
ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED.
Rubber out-riggers are required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket shall be protected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works office to obtain the
necessary Town of Vail signatures. Please allow one week to process. xl i ,
Upper Eagle Valtey Water and Sanitation (476-7480) 'Y/,nf "i
Public Service Company (1 -800-922-1 987)
PSCO-Natural Gas Grouo (468-2528)
Holy Cross Electric Company (949-5892)
U.S. West (1 -800-922-1 987)
TCI Cablevision of the Rockies (949-5530)
Town of Vail:
lnigation (479-2161)f lectricians (479-217 1)
Public Works (47 S-21 58)
9. THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permit.
10. All excavation must be done by hand within 18" ot utilities - (Senate Bill 172).
11. PermitteemustcontactPublicWorksDepartmental 479-2lSE24hourspriortocommencingbacKill operations.
Failure to notify the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may
result in the Town charging the contractor a reinspection fee.
12. I certify that I have read all chapters of Title 1 2 - Streets and Sidewalks, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
ATTACH PLAN OF WORK, INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
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THIS IS NOT PUBLIC WAY PERMIT!
White - Public Works Yellow - Finance Pink - Communily Developm€nt Gold - Contractor
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FINAL PLWBING
AL INSPECTION'S
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COMPLETED
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